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HomeMy WebLinkAbout2004 03 08 Regular 503 CITY COMMISSION AGENDA ITEM 503 Consent Informational Public Hearin Re ular X March 8. 2004 Meeting MGR. /Dept. Iff REQUEST: Community Development Department requests that the City Commission consider and approve a final engineering/site plan for a 6.628-acre tract at the northeast comer of the intersection of US. 17 - 92 and Nursery Road. PURPOSE: The purpose of this Agenda Item is to request that the City Commission approve a final engineering/site plan for a 6.628-acre site at the northeast comer of the intersection of US. 17 - 92 and Nursery Road. The site has a Commercial Future Land Use designation and is within the C-2 Commercial zoning district. Major controversies associated with the site have been adequately addressed through a development agreement (please see attached). APPLICABLE LAW: Chapter 163, Florida Statutes. Chapter 166, Florida Statutes. Chapter 9, City Code. Chapter 20, City Code. March 8, 2004 Regular 503 Page 2 of3 CONSIDERATIONS: The 6.628-acre site contains a hub-cap, tire, and wheel shop, a sandwich shop, a thrift shop, auto window tinting, 8 duplex residential units, one single family residential unit, and various automotive repair shops. Two nea.rby wooded lots, totaling approximately 1 acre in size, located on the south side of Nursery Road were donated to the City for a passive park. The site was annexed on January 22, 2001. At that time, Nursery Road was then a County owned road, lined with immobilized (often junked) automobiles and often blocked offby tow trucks and other vehicles. The existing automobile repair shops were in violation of various health-safety regulations. When this site was subsequently brought forward for a Future Land Use amendment, rezoning, and a site plan, residents came forward and voiced concern over the situation at hand and over plans to enlarge the facility, which was oriented heavily toward automobile repair. In response to the citizen concerns, the City hired an outside planning consultant, who began conducting meetings between the owner and the residents, in an attempt to identify and address the issues. The consultant quit the project before completion and it was taken over by City staff. A number of issues were identified during those meetings, which were summarized before the City Commission and incorporated into a development agreement at about the same time as the Future Land Use amendment to Commercial and rezoning to C-2 took place. The development agreement divided site development into two primary phases (interim and re- development) and addressed the park donation, restricting parking in front of the businesses along Nursery Road, temporary and permanent on-site parking, landscape buffers and walls, restricting uses adjacent to the residential properties, replacing t,he existing on-site residential uses with commercial development, traffic analysis, and site illumination. The development agreement prohibited auto repair shops, mechanic shops, auto body shops, auto paint shops, sheet metal shops, metal fabrication shops, industrial uses, or uses which generate obnoxious odors and excessive noise in the eastern most 400 feet of the site (that portion abutting off-site residential development). Businesses in the eastern 400 feet must limit their hours of operation to between 6:00 a.m. and 9:00 p.m. The City took over ownership and responsibility for Nursery Road from Seminole County in 2002. This enabled the City, in conjunction with the owner, to keep parking off of the roadway as well as out of the adjacent no parking zone established along a portion of Nursery Road. The western approxim,ately 180 feet of Nursery Road has only a 25 foot wide right-of-way (ROW), however, and automobiles and a dumpster (not associated with this project) line much ofthe private property (in unincorporated Seminole County) on the south side of the road - opposite from Building No.1. Although the ROW is of substandard width, at this location, the pavement is of standard width and the roadway appears to function adequately. Phase I, as set forth in the development agreement, has been completed and this site plan constitutes movement into Phase II. Phase II is demarcated into sub-phases, to allow new construction to begin on the undeveloped portion of the site, while the existing on-site residential (8 duplexes, one single-family unit, and associated detached garage) and some of the highway frontage buildings are removed and replaced with commercial buildings. Buildings 1 and 2 currently exist and are to remain, while Building 3 is phase II A; Buildings 4 and 5 are Phase II B. 2 March 8, 2004 Regular 503 Page 3 of3 FINDINGS: 1. The proposed final engineering/site plan is consistent with the City's Comprehensive Plan, Code of Ordinances, and development agreement. 2. Pursuant to the development agreement, the owner donated two lots (Lots No 1 and 2 of Block D, Talmo Subdivision, P.B. 9, P. 10) on the south side of Nursery Road to the City for a passive park. 3. Pursuant to the development agreement, the owner has constructed masonry walls around the portions of the site that abut residentially zoned properties, as well as across from the park. 4. A traffic analysis was performed for the proposed project, reviewed by the City's traffic consultant, with the conclusion that no on-site or off-site improvements beyond what is depicted on the site plan is necessary for traffic management. PLANNING & ZONING BOARD ACTION: At its regularly scheduled meeting of February 4,2004, the Planning and Zoning Board voted to recommend approval for the Nursery Road final engineering/site plan. RECOMMENDATION: The Planning and Zoning Board and staff recommend the City Commission approve the attached final engineering/site development plan. ATTACHMENTS: A Minutes of the March 26,2001, City Commission meeting. B Minutes ofth~~ March 11,2002, City Commission meeting. C Minutes of the June 24 and July 8,2002, City Commission meetings (DA approval). D Minutes ofthe February 4,2004 P& Z Board meeting E Development Agreement F Final Engineering/Site Plans CITY COMMISSION ACTION: 3 ,- 'ATTACHMENT A CITY OF WINTER SPRINGS / MINUTES CITY COMMISSION \ MEETING - MARCH 26. 2001 PAGE 9 OF 32 .:..:. AGENDA NOTE: PUBLIC HEARINGS AGENDA IT~MS "H" AND "I" FROM THE MARCH 26, 2001 REGULAR MEETING WERE DISCUSSED NEXT. .:. .:. V. PUBLIC HEARINGS PUBLIC HEARINGS H. Community Development D'epartment - Plann'ing Division Requests The City Commission Hold A Public Hearing For Second Reading Of Ordinance 2001-14 To Adopt A Small Scale Comprehensive Plan Amendment (SS- CPA-2-2001) That Would Change The Future Land Use Map Designation Of A 6.2 Acre Property From (County) "Commercial", "Industrial" And "Low Density Residential" To "Industrial" On 6.2 Acres Located On Nursery Road On The East Side Of U.S. 17/92. Attorney Anthony A. Garganese read Ordinance 2001-14 by "Title" only. Attorney Garganese then stated, "As you recall, the Commission approved this for Commercial Future Land Use designation at the last meeting." Deputy Mayor McLeod stated, "I would like to point out, I believe, the City Attorney had mentioned 6.5 acres, it's 6.2." Tape 2/Side B Members of the Commission and Attorney Garganese agreed that the Agenda Packets given to the Commission did not have the correct Ordinance, but that the Ordinance that Attorney Garganese read was the correct version. h ..,_ Discussion. Mr. Phil Reece, 681 Virginia Drive, Winter Park, Florida: the property owner addressed the Commission on Zoning and Land Use Designations. Manager McLemore asked that no action be taken, and that this Agenda Item come back at a later date. Further. discussion.ensued__ .. .., .., _.... .. "_.... ...' Commissioner Martinez statcd,"I just wanted to add to the record that it is obvious at,this time, it's getting late, that we're not going to be able to do this tonight, and the suggestion by the Manager - is v~ry propcr, and we ,should go along with this and postpone this mattcr. " "AT TIHS TIME I WILL MAKE A MOTION THAT WE DIRECT THE CITY MANAGER TO TAKE THIS BACK TO STAFF, ITEM (I-f,' AND BRING US I3ACK - (H' AND (I' AT A FUTURE DATE." MOTION BY COMMISSIONER GENNELL. SECONDED. DrSCUSSION. CITY OF WINTER SPRINGS MINUTES CITY COMMISSION \ MEETING - MARCH 26. 2001 PAGE 10 OF 32. COMMISSIONER GENNELL ADVISED THE CITY MANAGER OF HER ADDITIONAL CONCERNS, AND STATED, "I DO NOT WANT, NUMBER ONE, TO DUPLICATE WHAT IS ALREADY THERE, AT ALL; AND NUMBER TWO, I WOULD LIKE, IF THERE WAS SOME WAY THAT THE PROPERTY OWNER AND STAFF COULD COME TO A CONSENSUS TO REDUCE OR ELIMINATE THE CONDITIONS THAT DO EXIST THERE BEFORE - GOING FURTHER." At the suggestion of Deputy Mayor McLeod, Mayor Partyka asked the Commission if they would agree to seeing a show of hands from the audience, as to who would also like to speak under' Public Input. '" The members of the Commission agreed (non-verbally) that this was acceptable. I?~PUTY MAYOR McLEOD STATED, "I'LL MAKE A MOTION TO AMEND THE MOTION - TO HAVE THE OPPORTUNITY TO OPEN THIS BACK UP TO THE GENERAL PUBLIC, TO TAKE INPUT, PRIOR TO THE MOTION BEING VOTED ON." MOTION BY DEPUTY MAYOR McLEOD. COMMISSIONER BLAKE STATED, "MAYOR, POINT OF ORDER. I MAKE A MOTION TO SUSPEND THE RULES." MOTION BY COMMISSIONER BLAKE. SECONDED. DISCUSSION. DEPUTY MAYOR McLEOD STATED, "CALL THE MOTION, MAYOR." ATTORNEY GARGANESE STATED, "MOTION TO TABLE IS REALLY NON-DEBATABLE AND IT SHOULD BE VOTED ON; TUEN YOU CAN MOVE ON. COMMISSIONER BLAKE STATED, "POINT OF ORDER, MR. MAYOR. THERE HAS BEEN NO MOTION TO TABLE THE ITEM." I CALLED FOR A POINT OF ORDER. I DID MAKE A MOTION TO SUSPEND THE RULES, WHICH WAS nUL Y SECONDED. I THINK THAT REQUIRES A VOTE." MAYOR PARTYKA STATED, "UNDER A MOTION TO POSTPONE DEFINITELY, I BELIEVE THAT WOULD BE THE CORRECT TERM. MR BLAKE IS RIGHT IN TERMS OF - IT'S DEBATABLE, IT'S ALSO AMENDABLE, AND YOU NEED A MAJORITY VOTE, AND SO THAT IS WHERE WE AIlli. IT THEN BECOMES A STANDARD VOTE, IT'S NOT A TABLING.. , VOTE.""--..._...'-MAYOR..' PARTYKA---"FURTHER'. STATED,.".. "COMMISSIONER McLEOD, YOU HAD THE FLOOR IN TERMS OF POTENTIALL Y AMENDING THE MOTION." DEPUTY MAYOR MeLEOD STATED, "I WOULD LIKE TO MAKE A MOTION THAT WE AMEND THE MAIN MOTION AND OPEN THIS UP AT THE PRESENT TIME TO THE GENERAL PUBLIC, FOR INPUT PRIOR TO MOVING ON THI~ MAIN MOTION:" MOTION BY DEPUTY MAYOR McLEOD. CITY Or- WINTER SPRINGS MrNUTES CITY COMMISSION \ MEETING - MARCH 26, 2001 PAGE II OF 32 COMMISSIONER BLAKE STATED, "THAT MOTION IS OUT OF ORDER BECAUSE THERE IS A MOTION TO SUSPEND THE RULES, WHICH IS NOT DEBATABLE, AND WE HAVE TO VOTE." DEPUTY MAYOR McLEOD ST ATED, "MA YOR I WILL YIELD TO COMMISSIONER BLAKE." MAYOR PARTYKA STATED, "CALL tHE VOTE ON SUSPENSION 'Oii THE. RULES." VOTE: COMMISSIONER BLAKE: AYE COMMISSIONER MILLER: AYE DEPUTY MAYOR McLEOD: AYE COMMISSIONER MARTINEZ: NAY COMMISSIONER GENNELL: AYE MOTION CARRlED. Mayor Partyka opened this to "Public Input. " Ms. Figliolia, 1211 Lake Lucerne Circle, Winter Springs, Florida: advised the Commission about drainage into the lake, and explained that the lake was dry. Ms. Dawn Chubb, 1296 Lake Lucerne Circle, Winter Springs, Florida: asked if she would lose her back yard due to this project. Mayor Partyka suggested she contact an attorney. Mr. Thomas Gekas, 1115 Oak Lane, Winter Springs, Florida: asked about businesses and the easement, and suggested that the area be measured. Ms. Ruth Bilskie, 103 Melton Drive, Winter Springs, Florida: Spoke of businesses and asked that the area be cleaned up. The "Public Input" portion of this Agenda Item was closed. Mayor Partyka stated, "The suspension of the rules, I believe are finished. We will go back to the rules now." Mayor Partyka added, "There ,is a Motion, I believe, on the floor that talks to postponing this to the next meeting for analysis." Mayor Partyka then stated, "Now we are back to the Motion. The Motion is still there." Commissioner Gc:nnell asked, "On the east end of this property here, there are a bunch of dashed lines here, and ('m wondering if that's a right-of-way for an extension ofTalmo, or just what that is behind those residential family lots there?" Commissioner Gcnncl[ asked for an explanation of this, :'.' .. CITY OF WINTER SPRINGS MINUTES CITY COMMISSION , MEETING - MARCH 26. 2001 PAGEI20FJ2 VOTE: COMMISSIONER MILLER: AYE COMMISSIONER MARTINEZ: AYE DEPUTY MAYOR McLEOD: AYE COMMISSIONER BLAKE: AYE COMMISSIONER GENNELL: AYE MOTION CARlUED. Mayor Partyka stated, "This is postponed to the next meeting." .:. .:. AGENDA NOTE: THE ABOVE MOTION FOR PUBLIC HEARINGS AGENDA ITEM "H" ALSO TOOK CARE OF THE NEXT AGENDA ITEM, PUBLIC HEARINGS AGENDA ITEM "I" AS DOCUMENTED IN THE MOTION ABOVE. .:. .:. V. PUBLIC HEARINGS PUBLlO HEARINGS 1. Community Development Department - Planning Division Requests The City Commission Hold A Public Hearing For Second Reading Of Ordinance 2001-15 To Adopt The Rezoning (REZ-2-2001) That Would Ch~nge The Zoning Map D{~ignation Of A 6.2 Acre Property From (County) C-2 "Retail Commercial", C-3 "General Commercial & Wholesale", R-1-A "Single Family Dwelling" District To (City) C-1 "Neighborhood Commercial", Located On Nursery Road On The East Side Of U.S. 17/92. .:..:. AGENDA NOTE: THE COMMISSION THEN HEARD THE FOLLOWING AGENDA ITEMS FROM THE MARCH 26, 2001 REGULAR MEETING AGENDA, AS DOCUMENTED. .:. .:. VI. REGULAR REGULAR A. Finance Requesting City Commission Acceptance Of The Comprehensive Annual Finall'cial Report (CAFR) For The Fiscal Year Ended September 30, 2000. Ms. Louise Frangoul, Finance Director introduced Mr. Eldon McDirmit with McDirmit, Davis, Puckett & Company, P.A. Tape )/Sidc ^ ATTACHMENT B CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - MARCH 11,2002 PAGE 12 OF 28 "General Commercial & Wholesale", R-2 "One And Two Family Dwelling", And R- I-A "Single Family Dwelling" District To (City) C-2 "Commercial & Industrial." (FORMERLY REGULAR AGENDA ITEM "A") Community Development Department Requesting Commission Consider And Approve A Development Agreement For A 7.561-Acre Tract At The Northeast Corner Of The Intersection Of U.S. 17-92 And Nursery Road. Manager McLemore spoke briefly on the Zoning classifications; and then Mr, Charles Carrington, AICP, Community Development Department Director gave a historical perspective on the properties in question. ,With further discussion, Manager McLemore stated that "There are extreme site conditions that have got to be a part of this solution. Simply zoning the property is not going to solve the problem." Further comments were made by Mr. Carrington. Mr. Phil Reece, 681 Virginia Drive, Winter Park, Florida: addressed the Commission and stated, "My suggestion would be that the property that is - currently being used as 'Commercial' including the duplexes which are non-conforming in that area, - from there west to 17-92 be your Zoning of C-2. The property to the rear - 'Residential.' I guess you call it R-3, I'm not totally familiar with that density - 'High Density Residential' - and the property across the street, the same way; and 1 don't see, you know that that would cause me any great heartaches and 1 could still eliminate the parking problem that I've got up there, because I could at that point utilize some of that R-3 or R-T or whatever you call it as a parking area. So, the only thing that would be developed in the back is 'Residential Multi-Family' or duplex or something on that order. I guess that again has to go through your Planning Department and whatever traffic it generates it has to take care of that or it can't be developed, or make it into a park or give it to a church or do something with it." Mayor Partyka said to Mr, Reece, "But, conceptually it sounds like you are agreeing with what the things are being said right now." Mr. Reece stated, "Conceptually, 1 am agreeing with that, yes," I For clarification purposes, Mr. Reece pointed out to the City Commission the property he was speaking about. Tape 2/Sidc B With discussion on the parking situation, Mr. Reece stated, "I along with the tenants have created a problem that needs to be corrected." CITY OF WINTER SPRINGS MINUTES CITY CO,\IMISSION REGULAR MEETING - MARCH I 1,2002 PAGE 13 OF 28 Mr. Rick Labinsky: as an engineer working for Mr. Reece, addressed the Commission on parking issues and the duplex concept. Manager McLemore said to Mr. Reece, "If you developed a multi-family arrangement back there, you would need parking to accommodate multi-family, then also parking to accommodate really what is off-site parking for the commercial area, right?" Mr. Reece responded, "I don't need off-site parking. I've got more than adequate parking." Manager McLemore then said to Mr. Reece, "And the front end of your recommendation - the front would be C-2?" Mr. Reece stated, "Yes, sir." Manager McLemore then stated, "Is it the Commission's desire for that to be inclusive of the current industrial uses?" Commissioner Blake stated, "As revised." Mayor Partyka added, "I believe the comment made by Mr. Carrington was that they're talking about a revised C-2 Zoning that is going to be - developed shortly for this Commission to ultimately make that decision." ,Manager McLemore stated, "Correct." Further discussion. Commissioner Blake suggested that "I would like to at this point, send it back to Staff, I don't know that it necessarily has to go back through P and Z [Planning and Zoning Board/Local Planning Agency]." Furthermore, Commissioner Blake stated, "I think we could certainly send this back to Staff to have them develop a Developer's Agreement, , put together a Developer's Agreement with the property owner that embraces everything that we've talked about this evening, go through that C-2 list and scratch out those things - in my opinion, some of the items that we have talked about moving from C-2 to 'Industrial' would end up making some of these parcels that he has already - as non- conforming uses and we need to decide whether, and I think this is a Staff issue to work on and bring it back to us to decide whether we want those three (3) or four (4) non- conforming uses for the period of time or if we want to through a Developer's Agreement allow those uses because of currently allowed Zoning in the future." Commissioner Blake added, "We need to have it go back to you folks to work and bring it back to us in two (2) weeks or four (4) weeks or whatever." Deputy Mayor Gennell spoke of her concerns with the "linear junkyard" and said that she was not in support of accommodating more "So-called parking spaces," Commissioner Martinez voiced his concerns with Commissioners speaking with applicants, Commissioner Blake stated, "Point of Order" and asked Mr. Reece to clarify who called who. Mr, Reece stated that he had personally called Commissioner Blake. Attorney Garganese addressed the most recent comments and added that this was a legislative matter. CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - MARCH II, 2002 PAGE 14 OF 28 Ms. Cindy Slack, 1220 George Street, Winter Springs, Florida: spoke on behalf of her neighbors and commented that they had met with Mr. Reece on three (3) occasions; mentioned an oil slick which was a concern; noise problems; parking concerns; problems with tenants; and a previous consultant. Ms. Slack added, "We talked at the last Meeting and requested possible annexation into the City. You had directed - I'm not sure who on your Staff to get information to me, that I would be the person that would spearhead it. I've not received any of that information yet, and these are issues that really could be addressed with that information if we had some enforcement." Mayor Partyka said, "So, follow up on that with the City Manager." Manager McLemore spoke of Commissioner Blake's recommendation and reiterated, "We'll hold off on this Development Agreement and meet back with the parties and see if we can deal with. this permitted uses situation." Manager McLemore added, "I would like to bring back this original PUD [Planned Unit Development] plan and see what it was in there that people seem to be agreeable to." .; Mr. Reece then stated, "Those duplexes that are next door have a well, and those wells are monitored by Seminole County and they have to have - the water has to be checked 1 believe, every ninety (90) days, and. the well has never failed and the well was there when I bought the property, and it's still in use. So, I assume that it is much closer to all this pollution that is going on and the oil that is going in the ground and - it's still in good shape. 1 intend to hook that up to City water. But, be that as it may, they may not have that option. The other is, as the City Manager pointed out, if I go in there and build a wall and do a parking lot and with proper retention it meets all the requirements of the City, it seems to me tha.t that would be more palatable to the neighborhood than a commercial building, which she is alluding to - and I am saying I don't want any commercial buildings back there on that property. All I would like to do is clean up the property that I've got up front. I can't do that without a parking lot. I can leave the property as is - just right where it is and not do anything." Manager McLemore explained, "We need your concurrence to take a rezoning scheme back to the Planning Commission. At the same time, I will meet with Mr, Reece and the Staff - you are welcome to come along - we need to discuss these permitted uses we are talking about and how we are going to deal with them, even though we think we already have a way of doing it - and see if we can get another step closer to where we could come back at either the next or right after that Commission Meeting with a Development Agreement." Ms. Slack stated, "Agreed." Commissioner Martinez asked to correct the record about previous comments that were stated and said "My words very clearly, which are still on the record say that they 'should be' - big difference from saying they 'are' or they 'should' be." "I WOULD LIKE TO MAKE A MOTION TO DISPOSE OF ITEMS 'c' AND 'D' ENTIRELY AND START NEW THE NEXT TIME, FOR THE SIMPLE REASON THAT AS THEY ARE CURRENTLY WRITTEN, THEY DON'T REFLECT THE CITY OF WINTER SPRINGS M[NUTES CITY COMMISSION REGULAR MEETING - MARCH 11,2002 PAGE [5 OF 28 WILL OF THE COMMISSION A YEAR AGO - AND THERE ARE ALL KINDS OF DISAGREEMENTS BETWEEN THE DOCUMENTATION FOR THE AGENDA ITEM AND THE ORDINANCE ITSELF - THE MINUTES THAT ARE HERE REFLECT THE FACT THAT LAST YEAR THIS WAS BROUGHT TO US AS A C-2 PROPOSAL. WE AS A COMMISSION VOTED TO SEND IT TO SECOND READING AS C-1, AND IT CAME BACK IN FACT AS C-2." MOTION BY DEPUTY MAYOR GENNELL. DEPUTY MAYOR GENNELL ADDED, "WE ARE GOING TO BE DEALING WITH A DIFFERENT - ENTIRE ORDINANCE ANYHOW, AND I WOULD JUST LIKE TO SEE IT START OVER, FRESH AND CLEAN." MOTION BY DEPUTY MAYOR GENNELL. SECONDED BY COMMISSIONER MARTINEZ. DISCUSSION. ATTORNEY GARGANESE STATED, "AT THIS POINT, 'c' AND 'D' WOULD HAVE TO BE RE-ADVERTISED." VOTE: DEPUTY MAYOR GENNELL: AYE COMMISSIONER MARTINEZ: AYE COMMISSIONER MILLER: AYE COMMISSIONER BLAKE: AYE MOTION CARRIED. Manager Mclemore stated, "We will contact Mr. Reece and his consultants and have a meeting with us and Staff." Mayor Partyka said, "Tomorrow, sometime call Mr. Reece, call up Ms, Slack, set up a Meeting as quickly as possible and start this process. Can you do that?" Manager McLemore stated, "Yes." Deputy Mayor Gennell commented on the unlicensed vehicles mentioned earlier and said for the record, "There is a large number of vehicles out there that are unlicensed, sitting right there on the road." Mayor Partyka stated, "City Manager, get Code Enforcement people out there to take a look at that." .:..:. AGENDA NOTE: THE FOLLOWING PUBLIC HEARINGS AGENDA ITEMS WERE DISCUSSED NEXT, AS DOCUMENTED. .:..:. V. PUBLIC HEARINGS PUBLIC HEARINGS it ATTACHMENT C CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - JUNE 24, 2002 PAGE 7 OF 27 .:..:. AGENDA NOTE: THE FOLLOWING "PUBLIC HEARINGS - PART I" AGENDA ITEM WAS AGAIN DISCUSSED, AS DOCUMENTED. .:..:. IV. PUBLIC HEARINGS - PART I (NEW AGENDA ITEMS FOR THIS MEETING) PUBLIC HEARINGS C*. Community Development Department Requesting Commission Consider And Approve A Development Agreement For A 7.561-Acre Tract At The Northeast Corner Of The Intersection Of U.S. 17 - 92 And Nursery Road. With discussion, Attorney Garganese stated, "The Future Land Use change and the Zoning changes are going to be contingent upon the Binding Development Agreement." Commissioner Blake inquired, "If we do that, and 1 don't know that it is stated - in either of the Items that we passed to Second Reading. That was my question again about having any discussion about a Developer's Agreement - can we make those changes contingent upon the Development Agreement?" Attorney Garganese responded, "I think it is appropriate to change the Zoning - with condition upon a Binding Development Agreement, providing certain safeguards." With Commissioner Blake's reference to Section 13., Attorney Garganese stated, "We are going to make it contingent upon - 1 think we need to be more explicit for Second Reading and Final Adoption." Next, Commissioner Blake remarked that "If it doesn't take effect, what is the status of the property - it is in the City of Winter Springs, it still doesn't have a Land Use, it doesn't have a Zoning classification - it reverts back to the County designation to where it was before?" Attorney Garganese agreed and suggested, "How about if 1 insert in both Ordinances, the Comp Plan Ordinance and the Zoning Ordinance under the 'Effective Date.' Section, that the effective date of those two (2) Ordinances is contingent upon the recording of the Binding Development Agreement?" Commissioner Blake stated, "That would be preferred to what it is now." Attorney Garganese then said, "I can add that language - that tedmical change for Second Reading." No objections were noted by the remainder of the City Commission. Conveyance of property and the valuation of the "Four foot (4') wall section that is out on the south side were discussed next. Commissioner Blake stated, "I am concerned about the design of the wall and what it might look like - I anl hoping it would have some sort of design value or architectural value to it." Manager McLemore pointed out that "I think you exercise that at the time you get the actual site plan, or we certainly could do that - if you want to put some additional language in here, we can do that also," Commissioner Blake added, "I just hope that there is some acknowledgement, some understanding that that particular wall - we would want to have some level of architectural value for the neighborhood. " It CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - JUNE 24,2002 PAGE 8 OF 27 Regarding parking and illumination as per Phase IT, Commissioner Miller stated, "I think it is half an - around the industrial area, but not in the residential area - is that possible _ it says - no off-site illumination in residential areas - is it possible to meet that?" Mr. Baker said, "I think it is possible." Deputy Mayor Gennell referred to page 5, Item "D" and suggested that regarding the four foot (4 ') wall - "I think we should insert the word 'Decorative.'" Mayor Partyka pointed out that "Mr. Reece is basically saying he doesn't mind." Furthermore, Deputy Mayor Gennell inquired about the last sentence on page 6, Item "D.," and said, "'Flickering of intrinsically bright sources...' or should it say 'Flickering or intrinsically bright...?'" Mr. Baker stated that he thought it should be, "Flickering or..," In a related matter, Deputy Mayor Gennell then stated, "For almost three (3) years, I have been asking for a - Lighting Standards Ordinance - this is for the City Manager and the City Attorney, I would like this put on our Directives Master List and I would like this time~ a reasonable time certain that we could expect to have it in front of us." Attorney Garganese agreed to provide it by "The second Meeting in July." Deputy Mayor Gennell added, "I would respectfully suggest that you look at the 'Bank of America' site in Winter Springs, and the 'Winter Springs Center,' which is that shopping Center that has 'Napoli's' in it - I think it has very good lighting - the fact is that it lights up the entire business and does not send a bit of light anywhere else. I find it highly acceptable." Regarding Item 6.2 on page 7, Deputy Mayor Gennell said, "I would suggest that we add 'Tire shops.''' Discussion followed on noise; and regarding Deputy Mayor Gennell's objection to excessive noise, Mr. Reece said, "I don't have a problem with that." Next discussed was 6.3, and Deputy Mayor Gennell said, "The hours of operation from 6:00 to 9:00 p.m. at night, "I am a little concerned with the 9:00 p.m. at night. I would rather see it 'During regular business hours. '" Manager McLemore added, "I believe you told us that at a prior meeting and we agreed to it." With further discussion on "Tire Shops," Mayor Partyka polled the City Commission and inquired whether they felt that "'Tire Shops' should be eliminated, or not?" Commissioner McLeod stated, "Eliminate them." Deputy Mayor Gennell responded by saying, "Eliminate them," Commissioner Martinez said, "No." Commissioner Blake responded, "I agree." Commissioner Miller stated, "No." Mayor Partyka summarized, "The 'Tire Shops' are not allowed based on the vote of this Commission and also with the agreement ofMr. Reece." Further discussion followed on "Tire Shops" and related noise. Commissioner Miller suggested, "It might be appropriate for us to ask Staff to - bring this back with some sound suggestions - decibel type things." it CITY OF WTNTER SPRINGS MTNUTES CITY COMMISSION REGULAR MEETING - JUNE 24, 2002 PAGE 9 OF 27 Mr. Reece next addressed the City Commission and stated, "Since I am giving up the land, would the -- my wife asked me to do this, by the way - she said, would you mind naming it "Diane's little park." With brief discussion, Mayor Partyka stated, "The Commission - they are all saying yes." Mr. Reece added, "You can put that in the Development Agreement." "I WOULD LIKE TO MAKE A MOTION THAT WE MOVE THIS TO THE SECOND READING - WITH THE CHANGES AS POINTED OUT EARLIER." MOTION BY COMMISSIONER McLEOD. SECONDED BY COMMISSIONER MILLER. DISCUSSION. VOTE: COMMISSIONER McLEOD: AYE' COMMISSIONER MILLER: AYE COMMISSIONER BLAKE: AYE COMMISSIONER MARTINEZ: NAY DEPUTY MAYOR GENNELL: AYE MOTION CARRIED. Mayor Partyka said to the City Clerk, "A note for your list of things to do - that little thing on the plaque." .:..:. AGENDA NOTE: THE FOLLOWING "REGULAR - PART I" AGENDA ITEM WAS DISCUSSED NEXT, AS DOCUMENTED. .:. .:. III. REGULAR - PART I (CONTINUED FROM THE JUNE 10,2002 REGULAR MEETING) REGULAR I. Office Of The City Clerk Requests That The City Commission Decide On The Appropriate Appointments Or Reappointments For Terms Of Office Which Will Be Expiring In July 2002 _ Specifically Regarding Members Of The Beautification Of Winter Springs Board; The Board Of Adjustment; The Code Enforcement Board; The Planning And Zoning Board/Local Planning Agency; And The Terms Of Office Which Will Be Expiring In August 2002 - Specifically Regarding Members Of The Oak Forest Wall And Beautification District Advisory Committee. (Due To Time COllstraints, This Agenda Item Was Not Heard At The June 10, 2002 Regular Meeting). Mayor Partyka spoke of reappointing "Mr. Richard Grogan and Ms, Carol Morrison" to the Beautifications of Winter Springs Board. CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - JULY 8,2002 PAGE 20 OF 32 VOTE: COMMISSION]~R McLEOD: AYE COMMISSIONER BLAKE: AYE COMMISSIONER MARTINEZ: AYE DEPUTY MAYOR GENNELL: AYE COMMISSIONJi:R MILLER: AYE MOTION CARRIED. VII. PUBLIC HEARINGS (NEW AGENDA ITEMS FOR THIS MEETING) PUBLIC HEARINGS A. Community Development Department Requesting Commission Consider And Approve A Development Agreement For A 7.561-Acre Tract At The Northeast Corner Of The Intersection Of U.S. Highway 17/92 And Nursery Road. Mayor Partyka opened the "Public Input" portion of this Agenda Item. No one spoke. The "Public Input" portion of this Agenda Item was closed. "MOTION TO APPROVE ITEM 'A.'" MOTION BY COMMISSIONER MARTINEZ. SECONDED BY DEPUTY MAYOR GENNELL. DISCUSSION. VOTE: COMMISSIONER McLEOD: AYE COMMISSIONER MILLER: AYE DEPUTY MAYOR GENNELL: AYE COMMISSIONER BLAKE: AYE COMMISSIONER MARTINEZ: AYE MOTION CARRlED. PUBLIC HEARINGS B. Community Development Department Requests The City Commission Conduct A Public Hearing For The Second Reading Of Ordinance 2002-01 That Would Assign A Future Land Use Map (FLUM) Designation Of (City Of Winter Springs) "Commercial" To The Properties Totaling 7.561 Acres, Located North And South Of Nursery Road And Adjacent To U.S. Highway 17/92. , ATTACHMENT D CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING/LOCAL PLANNING AGENCY REGULAR MEETING - FEBRUARY 4, 2004 PAGE 7 OF 11 Board Member Karr asked if the property owner live on this property or near it. Ms. Sahlstrom stated, she does not live in Winter Springs she lives in Altamonte Springs. Discussion. "I WOULD LIKE TO MAKE A MOTION, I RECOMMEND THAT THE PLANNING AND ZONING BOARD AS A RESULT OF THIS PUBLIC HEARING RELATED TO ORDINANCE 2004-08 WHICH CHANGES THE REZONING CLASSIFICATION OF THE SUBJECT AT BIRD ROAD AND TUSCA TRAIL, FROM "A-I" (SEMINOLE COUNTY) TO "R-Cl" (CITY OF WINTER SPRINGS). I RECOMMEND THAT WE APPROVE THIS AND MOVE IT ALONG." MOTION BY BOARD MEMBER KARR. SECONDED BY BOARD MEMBl8:R POE. No Discussion. Side N tape one VOTE: BOARD MEMBER ROSANNE KARR: AYE BOARD MEMBER WILLIAM POE: AYE BOARD MEMBER NED VOSKA: AYE VICE CHAIRPERSON JOANNE KREBS: AYE MOTION CARRIED. IV. REGULAR AGENDA REGULAR A. Final Engineering/Site Plan For Phil Reese/Nursery Road Commercial Development. Ms. Eloise Sahlstrom, AICP, ASLA, Senior Planner, Community Development Department introduced the Agenda Item and informed the Board that the city annexed this property som~~ time ago. As part of the annexation, the City required part of the property is given to the City for a passive park. Ms. Sahlstrom also stated that there is a Scribner's error; the correct number of trees is 22 instead of 23. CITY OF WINTER SPRINGS M !NUTES PLANNING AND ZONING/LOCAL PLANNING AGENCY REGULAR MEETING - FEBRUARY 4, 2004 PAGE 8 OF 11 Ms. Sahlstrom stated, "Staff recommends the Planning and Zoning Board! Local Planning Agency consider and recommend to the City Commission approval of the final engineering/site plan for a 6.628 - acre tract at the northeast corner of the intersection of US. 17-92 and Nursery Road. The site has a Commercial Future Land Use designation and is within the "C-2" Commercial Zoning District." Vice Chair Krebs inquired if there was anyone in attendance representing the property owner. The applicant Mr. Reese and the project engineer are present to answer any questions. Discussion. "MADAM CHAIR I RECOMMEND THAT THE CITY COMMISSION APPROVE A FINAL ENGINEERING/SITE PLAN FOR THE 6.628 - ACRE TRACK AT THE NORTHEAST CORNER OF THE INTERSECTION OF US 17- 92 AND NURSERY ROAD WITH THE CORRECTION TO THE SCRIBNER'S ERROR MENTIONED BY MS. SAHLSTROM." MOTION BY BOARD MEMBER POE. VICE CHAIR KREBS SECONDED THE MOTION. Discussion. VOTE: VICE CHAIRPERSON JOANNE KREBS: AYE BOARD MEMBER ROSANNE KARR: AYE BOARD MEMBER WILLIAM POE: AYE BOARD MEMBER NED VOSKA: AYE MOTION CARRIED. REGULAR B. Election Of Officers. Vice Chair Joanne Krebs, "1 will entertain nominations for Chair and Vice Chairman of Winter Springs Planning and Zoning Board/Local Planning Agency. " "MADAM C HAIR I'D LIKE TO NOMINATE VICE CHAIR JOANNE KREBS AS OUR NEW CHAIRPERSON OF THE PLANNING AND ZONING BOARD." MOTION BY BOARD MEMBER POE. MS. KREBS, ACCEPTED THE NOMINATION. BOARD MEMBER KARR SECONDED THE NOMINATION. BOARD MEMBER POE "I'D LIKE TO NOMINATE BOARD MEMBER ROSANNE KARR AS VICE CHAIRPERSON OF THE PLANNING AND ZONING BOARD" BOARD MEMBER ROSANNE KARR ACCEPTED THE ~ j' ~>~nt By: ~AOWN,WAAD,SALZMAN'WIATTACHMENT E )Z 11 :38AM; Page 2 Prnpared by 3f1d Return to: Anthony A. G"rg3f1~e, City Attorney Brown, Ward. Salzman & Weiss, P A. 225 E, Robinson Street. SuIte 660 P,o.. eO)( 2673 . Or1l1hdo. Fl 32802.2673 Ii)) Ifh . lIV4l~~ 6/21102 Porcell.O, Not. 33-20-3Q...S03...()QQ0190 33-20-30-S03-00Q0.019A 33-2Q..30.503-OQOO.Ol9C 33-20-30-S0J-QOOO-D19E 33- 20-30-513-0000-00 1 0 33-20-30-513-0000-0120 '" BINDING DEVELOPMENT AGREEMENT THIS BINDING, DEVELOPMENT, AGREEMENT (herein referred to as the "Development Agreement"), made and executed this day of . ,2002, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation (herein' referred ,to as the "City"), whose address is 1126 East State Road 434, Winter Springs, Florida, 32708, and WAYNE P. REECE" an individual (herein referred to as "Reece"),. (i) whose address is 561, Virginia Dri~e, VYinter Park" Florida" 32789. WITN ESSETH: WHEREAS,.Reece owns certain real property located in the City of Winter Springs, Florida,and WHEREAS, .the Subject Property was annexed into the City of.Winter Springs from unincorporated SeminoleCounty and Reece has petitioned to amend both the Future Land . Use (FLU) designation ,and zoning classifi'cation to the appropriate City designation and classification; and WHEREAS, Reece desires to proclaim his plans for future use of the Subject Property, as set forth under this Development Agreement; and 1 . "'j Se~t By: ~AOWN,WARO,SALZMAN&WEISS)P.A.; 407 425 9596; J un - 21 - 02 1 1 : 39AM ; Page 3 II WHEREAS, Heece acknowledges that certain building safety, parking and traffic problems exist on the Subject Property, as well as compatibility issues with surrounding residential uses, and proposes measures to minimize the negative impacts of these problems and to enhance the compatibility of the Subject Property with the surrounding residential uses; and WHEREAS, Reece proposes to enter into this Development Agreement with the City to permit the future development of the Subjec,t Property while minimizing the negative impacts and enhancing compatibility of the existing and future uses of the Subject Property, subject to requirements of. the City's Comprehensive Plan, the' Code, of Ordinances, and conditions set forth in this D~velopment Agreement; and , . WHEREAS. the City finds this Development Agreement, consistent with the (' \ Comprehensive Plan and City Code of Ordinances and that approval of this Development Agreement is a legislative act of the City Commission of the City of Winter Springs; and WHEREAS, the City Commission further' finds that this'Agreement promotes the public health, safety, ,and welfare and is consistent with, and. an exercise of, the City's powers under, the Municipal Home Rule Powers Act, as provided in s. 2(b), Article VIII of the ,Florida 'Constitution 'and Chapter 166.021, Florida Statutes, and the City's police powers; and WHEREAS, ,this' QevelopmentAgreement was also adopted pursuant to the public hearing procedures set forth in Section 163. 3225, Florid~ Statutes, and to the extent that the Municipal Home Rule Powers Act does not authorize any provision hereunder, said provision shall be deemed adopted in accordance with the authority granted under ( 2 " , ~ ., Sen1; B,Y: 9AOViN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596; . Jun-21.02 11 :39AMj Page 4/15 , i Sections 163.3220, -163,3243, Florida Statutes, the "Florida Local Government Development Agreement Act." NOW THEREFORE, in consideration of the mutual covenants and mutual benefits herein contained, the parties a~ree as follows: 1, Recitals, The foregoing recitals are hereby incorporated herein by this reference and deemed a material part of this Development Agreement. 2. Authority. This Development Agree'!lent is entered into pursuant to the Florida Municipal Home Rule Powers Act, Code of Ordinances of the City of Winter, Springs, and to the extent necessary, the Florida Local Government Development Agreement Act. 3, Representations of Reece and City, Reece and City hereby represent an~ (:) warrant that Reece and:City have the power and authority to execute, deliver and perform the terms and provisions of this Development Agreement and, have taken all necessary 'action to authorize the execution, delivery and performance of this Development ) Agreement. ( 4: SubiecfPropertv. The real property subject to this Development Agreement (hereinafter referred 'to as "Subject Property") is legally described in Exhibit fAA,N which is attached hereto and incorporated her~in by this reference. . . . . . . . 5. Phased Development. Reece agrees that future development ofthe Subj~ Property shall be in two (2) phases, as follows: 5,1 Phase t. Reece agrees to promptly commence, and fully complete within six (6) months, the following development requirements in substantial , \, 3 . " Sent By: BROWN,WARO,SALZMANSWEISS,P.A.; 407 425 9596; Jun-21 -02 11:39AMj Page 5/15 conformance with the conceptual Phase I Site Plan, which is attached hereto as Exhibit "8," and fully incorporated herein by this reference ("Phase I Plan"): A. Reece shall delineate and stabilize a grass parking area for vehicles on the Subject Property which shall be located generally east of the eastern-most existing automotive garage building and northeast of the intersection of Nursery Road and Ridge Road. B. Reece shall create and maintain a "no parking" ,zone on the Subject Property which shall be approximately twenty (20) feet wide by two- hundred seventy (270) feet long and generally located adjacent to Nursery , - ~ Road and depicted on the Phase II Plan described below. The zone shall -- ----. ' be posted and enforced as a "tow-away zone" in accordance.with Section (; ) 715,07, F1on-da Statutes. The zone shall also be kept at all time free of debris and obstructions of any kind, C. Reece shall Construct a six (6) foot high masonry wall, with: a twenty-five (25),foot wide vegetative buffer, along the entire north and east boundaries of the Subject Property that abut a residential area. Said wall shall be constructed of material and designed in a manner deemed acceptable to the City. The location of said wall ,and buffer is generally depicted on the Phase I Plan. No improvements shall be located within the -4' buffer area except landscaping, the wall, and a portion of ,the proposed retention pond (north boundary only) as depicted on the Phase I Plan. 4 :;- .\1 Sent By: ,BROWN,WARD,SALZMAN8WEISS,P.A.; 407 425 9596; Jun-21 -02 11 :39AM; Page 6/15 '.JG O~ 0, Reece shall construct a four (4) foot higrfinasonry wall along the south boundary of the Subject Property that generally runs approximately four hundred (400). feet from Talmo Street towards Ridge Street. Said wall ) shall be constructed of material and designed in a manner deemed acceptable to the City. The location of said wall is generally depicted on the Phase I Plan.. Future ingress aCId egress through'the four (4) foot wall may be col71structed during Phase II of the development upon approval by the Ci,ty. E.. Reece shall re-stripe the parking spaces directly in front of the existing eastern-most automotive garage building along Nursery Road to a ,(( ) width of ten (10) feet each. 5.2 Phase 1/. Reece agree~ to fully complete the following development requirements in substantial conformance with the conceptual Phase II Site Plan which is attached hereto as Exhibit "C," and fully incorporated herein by this ,reference ("Phase II Plan"). A. Prior to ,final site plan approval for Phase II developmentl Reece sh~1I have prepared a written traffic study and report ("Traffic Report") to address the development under the Phase II Plan. The Traffic Report shall be conducted by a traffic engineer and USing a methodology deemed acceptable to the City. The Traffic Report shall be at Reece's expense. The Traffic Report shall address and provide recommendations 5 Sent By: BROWN,WAAD,SALZMAN&WEISS,P.A.; 407 425 9596; Jun-21-0211:40AMj Page 7/15 l' regarding, at a minimum, traffic generation, safe. and efficient traffic movement, pedestrian safety issues, right-ot-way adequacy, curb-cut location, and the potential for on- and off-site traffic improvements, The Traffic Re'port shall be subject to review and recommendation by the City's traffic consultant. Reece agrees to reimburse the City for the actual costof the City's consultant's fees for providing said review and recommendation. The final site plan for the Ph,ase " development shall implement the recommendations accepted by the City to the maximum extent feasible. The parties agree to coordinate the Traffic Report with the Florida Department of Transportation. B. Reece shall construct the proposed Phase II buildings which (,. ) ) are depicted on the Phase II Plan. C. Unless sooner required by law, the Phase II development shall bring all the parking areas on the Subject Property into conformance with all applicable handicapped accessibility regulations. D. Illumination levels from the Subject Property shall not produce off-site illumination in residential areas nor off-site illumination in axcess of , o~ 0.5 foot candles in commercial/industrial areas. Flickering,rintrinsically bright sources of illumination shall be controlled so as not to be a nuisance to. surrounding areas. 6. Special Property Restrictions. Reece agrees that the Subject Property shall be bound by the following special restrictions: 6 Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j Jun-21-02 11 :40AMj Page 8/15 f' 6.1 Existing commercial/industrial floor area shal,l not be expanded on the Subject Property, until Phase II development has received final approval by the City, Phase II may be developed in phases. 6.2 On the eastern-most four hundred (400) feet of the Subject Property, i" IIU- :J Jdt , S- auto repair shop~mechanic shops; auto body shops, auto paint shops, sheet metal shops, fabrication shOps, industrial uses, and uses which generate obnoxious odors and excessive noise shall be strictly prqhibited. 6.3. Businesses operating on the eastern-most four hundred (400) feet of the Subject Property shall limit their hours of operation between 6:00 a.m. and 9:00 p.m_ ( ) 6.4 To the extent that City of Winter Springs' water and sewer service is readily available to the Subject Project, as determined by the City, Reece shall ~ utilize said services. Reece shall be responsible for all fees, connection charges, impact fees, and other fees required to be paid to obtain said services. 6.5 Reece shall fully cooperate with the City in the City's attempt to acquire additional right-of-way in order to widen Nursery Road to a standard road width at and near the intersection of U.S, Highway 17-92, 7. Park Propertv Donation. Within ninety (90) days of recording this Development Agreement in the Public Records of Seminole County, Reece shall donate and convey Lots 1 and 12 of Block D. Talmo Subdivision, Plat Book 9, Page 10 of the Public Records~ of Seminole County for use and maintenance as a parle The closing on said property shall be conducted by the City Attorney and each party shall bear the closing fees that are customary for a seller and buyer under the Florida Bar Standard Real Estate 7 .- 'Sent By: I?ROWN,WARO,SALZMAN&VlEISS,P.A.; .., 407 425 9596; Jun-21-0211:40AM; Page 9/15 ; /' I, i i Sale and Purchase Agreement. The City agrees to execute I.R.S. Form 8283 to acknowledge the donation of said real property upon proper receipt of the form from Reece. 8. Successors and AssiQns. This Development Agreement shall automatically be binding upon and shall inure to the benefit of the successors and assigns of each of the Subject Property. 9. Applicable Law. This Development Agreement shall be gove(ned by and construed in accordance with the laws of the State of Florida and the City of Winter Springs. 10. Amendments. This Development Agreement shall not be modified or amended except by written agreement executed by all parties hereto and approved by the C' City Commission of the City of Winter Springs. 11. Entire Aqreement. This Development Agreement supersedes any other agreement, written or oral, and contains the entire agreement between the parties as to the subject, matter hereof. 12. 'Severability. If any provision of this Development Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Development Agreemen~. 13. Effective Date. This Development Agreement shall become effective upon approval by the City of Winter Springs City Commission and execution of this Development Agreement by all parties. 1 8 .. Sent By:, BAOWN,WAAD,SALZMAN&WEISS,P.A.; 407 425 9596; Jun.21.02 11 :41AM; Page 10(15 ( \' 14, Recordation. Upon approval by the CityofWinter Springs City Commission and execution of this Development Agreement by all parties, this Development Agreement and any amendments hereto shall be recorded by the City in the public records of Seminole County, Florida, and shall run with the land. 15. Relationship of the Parties. The relationship of the parties to this, Development Agreement is contractual and arm's length. Reece is not an agent of the City for any purpose. Nothing herein shall be deemed to create a partnership, or jpint venture, or principal-agent relationship among the parties, and no party is authorized to, nor shall any party act toward third persons or the public in any manner which would indicate any such relationship with any other party. 16. Sovereign Immunity. Nothing contained in this Development Agreement () shall be construed as a waiver of the Citys right to sovereign immunity under Section 768.28, Flonda Statutes, or any other limitation on the City's potantialliability under state or federal law. 17. City'g Police.Power. Reece acknowledges and agrees that the City hereby / reserves all police powers granted to the City by law. In no way shall this Development Agreement be construed as the City bargainin9 .away or surrendering its police powers, 18. Interpretation. The parties to this Development Agreement acknowledge and agree that all parties have participated equally in the drafting of this Development Agreement, and no party shall be favored or disfavored regarding interpretation of this Development Agreement in the event of a dispute between the parties. 19, Conceptual Plans; Permits. Reece acknowledges and agrees that the Phase I and Phase II Plans are conceptual in nature and that final site plan approval is 9 Sent By: ,BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596; Jun-21.0211:41AM; Page 11/15 required by the City before any development can lawfully commence. Furthermore, the City may, at its discretion, require changes to the conceptual plans in order to address the requirements of the City's Comprehensive Plan, Code of Ordinances, and the public health, safety, and welf~re. The failure of this Development Agreement to address any particular City, county. state and federal permit, condition, term or restriction shall not, relieve Reece or the City of the necessity of complying with the law governing said permitting requirements, conditions, term or r~striction, 20. Third Party RiQhts. This Development Agreement is not a third party. beneficiary contract, and shall not in any way whatsoever create ariy rights on behalf of any third party. 21. Specific Performance. Strict compliance shall be required with each and (' 1 every provision of this Development Agreement. The parties agree that failure to perform the. obligations established in this Development Agreement shall result in irreparable damage, and that specific performance of these obligations may be obtained by suit in equity, 22. Attorneys' Fees. In connection with any arbitration or,litigation arising out of this Development Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees. and costs through all appeals to the ,extent permitted by law, The City shall have the right to lien the Subject Property for any attorneys' fees and costs awarded the City under this Development Agreement which are not timely paid by Reece. 23. Future RezoningslDevelopment Permits. Nothing in this Development Agreement shall limit the City's authority to grant or deny any future rezoning or development permit applications or requests, or the right of Reece to apply for or oppose 10 Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596; Jun-21 -02 11 :41 AM; Page 12/15 any future rezoning or development P13rmit application subsequent to the Effective Date of this Development ,A,greement. In addition, nothing herein shall be construed as granting or creating a vested property right or interest in the Subject Property. 24. Duration, This Development Agreement shall run with the land unless revoked or modified by Reece and the City by filing a recorded instrument of equal dignity herewith in the public records of Seminole County, Florida. 25, Notices, All notices and corre~pondence shall b~ sent or d;eliverad by , registered or certified mail to the parties hereto, return receipt requested, with copies forwarded to their respective attorneys at the addresses set forth below or at such other addresses as the parties hereto shall designate to each other in writing: A. If to City: ( ) I With copies to: 8, If to Reece: With copies to: Mr. Ronald W. McLemore, City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Telephone: 407-321-5957 Facsimile: 407-327-4753 Anthony A Garganese, City Attomey Brown, Ward, Salzman & Weiss, P.A. Post Office Box 2873 Orlando, Florida 32802-2873 Telephone: 407-425-9566 Facsimile: 407-425-9596 Mr. Wayne P. Reece 561 Virginia Drive Winter Park, Florida 32789 Telephone: 407-647-0911 Facsimile: 407-647-6491 John A. Leklem, P.A. S1 S1 Adanson Street, Suite 98 Orlando, Florida 32804 Telephone: 407-628-3577 Facsimile: 407-628-2975 11 '. ., Sent By:BROWN,WARD,SALZMAN&WEISS,P.A. j 407 425 9596; Jun-21-0211:41AMj Page 13/15 (' Any notice or demand so given, delivered, or made by registered or certified mail will be deemed so given, delivered armada three (3) days after the same is deposited into aU,S. Mail receptacle and verified, return receipt requested, addressed as above, provided with l postage thereon pre-paid. Any such notice, demand, or document not given, delivered, or made by registered or certified mail as aforesaid shall be deemed to be given, delivered, or made upon receipt of.the same by the party to whom the same is to be given, delivered or made, 26. Force Maieure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ("Time Period") constitutes a default under the terms of this Development Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the (') control of such party. including, but not limited to, acts of God, acts of government authority (other than the City's own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond. the control of such party, or severe adverse weather conditions {-"Uncontrollable Event"), then notwithstanding any provision of this Development Agreement to the contrary, that failure shall not constitute a default under this Development Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. 27. City's Right to Terminate Aqrooment. Failure by Reece to perform each and everyone of its obligations hereunder shall constitute a default, entitling the City to ( pursue whatever remedies are available to it under Florida law or equity including, without 12 .. Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596; Jun-21-02 11 :42AMj Page 14/15 I limitation, an action for specific performance and/or injunctive relief or alternatively, the termination of this Development Agreement. Prior to the City filing any action or terminating this Development Agreement as a result of a default under this Development Agreement, the City shall first provide Reece with written notice of said default. Upon receipt of said notice. Reece shall be provided a thirty (30) day opportunity in which to cure 'the default to the reasonable satisfaction of the City prior to filing said action or terminating this Development Agreement. If thirty (30) days is not a reasonable period in which to cure the default, the cure period shall be extended to a reasonable cure period mutually acceptable to the City and Reece, but in no case shall that cure period exceed one-hundred twenty (120) days. Upon termination of the Development Agreement, Reece shall immediately lose all rights and privileges granted hereunder. ( IN WITNESS 'WHEREOF, the parties have executed this Development Agreement as of the date first written above. ATTEST: CITY OF WINTER SPRINGSj a Florida Municipal Corporation: By: By: PAUL P. PARTYKA Mayor ANDREA LORENZO-LUACES City Clerk WITNESSES: WAYNE P. REECE, an individual: By: WAYNE P. REECE Date: 13 . Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596; Jun.21 -02 11 :42AM; Page 15/15 STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this _ day of . 2002, by Wayne P. Reece, [ ] who is personally known to me, or [ J who has produced as identification. (SEAL) NOTARY PUBLIC, State of Florida My commission expires: t ) {' 1 14 n 'C' Prepared by and Return to: Anthony A, Garganese, City Attorney Brown, Ward, Salzman & Weiss, P,A, 225 E, Robinson Street, Suite 660 P,O, Box 2873 Orlando, FL 32802-2873 Parcel 1.0. Nos, 33-20-30-503-0000,0190 33-20-30-503-0000-019A 33-20-30-503-0000-019C 33-20-30-503-0000-019E 33-20-30-513-0000-0010 33-20-30-513-0000-0120 BINDING DEVELOPMENT AGREEMENT THIS BINDING DEVELOPMENT AGREEMENT (herein referred to as the "Development Agreement"), made and executed this day of ,2002, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation (herein referred to as the "City"), whose address is 1126 East State Road 434, Winter Springs, Florida, 32708, and WAYNE P. REECE, an individual (herein referred to as "Reece"), whose address is 561 Virginia Drive, Winter Park, Florida, 32789. WITNESSETH: WHEREAS, Reece owns certain real property located in the City of Winter Springs, Florida, and WHEREAS, the Subject Property was annexed into the City of Winter Springs from unincorporated Seminole County and Reece has petitioned to amend both the Future Land Use (FLU) designation and zoning classification to the appropriate City designation and classification; and WHEREAS, Reece desires to proclaim his plans for future use of the Subject Property, as set forth under this Development Agreement; and 1 WHEREAS, Reece acknowledges that certain building safety, parking and traffic problems exist on the Subject Property, as well as compatibility issues with surrounding residential uses, and proposes measures to minimize the negative impacts of these problems and to enhance the compatibility of the Subject Property with the surrounding residential uses; and WHEREAS, Reece proposes to enter into this Development Agreement with the City to permit the future development of the Subject Property while minimizing the negative impacts and enhancing compatibility of the existing and future uses of the Subject Property, subject to requirements of the City's Comprehensive Plan, the Code of Ordinances, and conditions set forth in this Development Agreement; and WHEREAS, the City finds this Development Agreement consistent with the Comprehensive Plan and City Code of Ordinances and that approval of this Development Agreement is a legislative act of the City Commission of the City of Winter Springs; and WHEREAS, the City Commission further finds that this Agreement promotes the public health, safety, and welfare and is consistent with, and, an exercise of, the City's powers under the Municipal Home Rule Powers Act, as provided in s. 2(b), Article VIII of the Florida Constitution and Chapter 166.021, Florida Statutes, and the City's police powers; and WHEREAS, this Development Agreement was also adopted pursuant to the public hearing procedures set forth in Section 163,3225, Florida Statutes, and to the extent that the Municipal Home Rule Powers Act does not authorize any provision hereunder, said provision shall be deemed adopted in accordance with the authority granted under 2 Sections 163,3220 -163.3243, Florida Statutes, the "Florida Local Government Development Agreement Act." NOW THEREFORE, in consideration of the mutual covenants and mutual benefits herein contained, the parties agree as follows: 1. Recitals. The foregoing recitals are hereby incorporated herein by this reference and deemed a material part of this Development Agreement. 2, Authority. This Development Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act, Code of Ordinances of the City of Winter Springs, and to the extent necessary, the Florida Local Government Development Agreement Act. 3, Representations of Reece and City. Reece and City hereby represent and warrant that Reece and City have the power and authority to execute, deliver and perform the terms and provisions of this Development Agreement and have taken all necessary action to authorize the execution, delivery and performance of this Development Agreement. 4. Subiect Property. The real property subject to this Development Agreement (hereinafter referred to as "Subject Property") is legally described in Exhibit "A," which is attached hereto and incorporated herein by this reference. 5. Phased Development. Reece agrees that future development of the Subject Property shall be in two (2) phases, as follows: 5.1 Phase I. Reece agrees to promptly commence, and fully complete within six (6) months, the following development requirements in substantial 3 conformance with the conceptual Phase I Site Plan, which is attached hereto as Exhibit "8," and fully incorporated herein by this reference ("Phase I Plan"): A. Reece shall delineate and stabilize a grass parking area for vehicles on the Subject Property which shall be located generally east of the eastern-most existing automotive garage building and northeast of the intersection of Nursery Road and Ridge Road. 8, Reece shall create and maintain a "no parking" zone on the Subject Property which shall be approximately twenty (20) feet wide by two- hundred seventy (270) feet long and generally located adjacent to Nursery Road and depicted on the Phase II Plan described below, The zone shall be posted and enforced as a "tow-away zone" in accordance with Section 715.07, Florida Statutes, The zone shall also be kept at all time free of debris and obstructions of any kind. C. Reece shall construct a six (6) foot high masonry wall, with a twenty-five (25) foot wide vegetative buffer, along the entire north and east boundaries of the Subject Property that abut a residential area, Said wall shall be constructed of material and designed in a manner deemed acceptable to the City. The location of said wall and buffer is generally depicted on the Phase I Plan. No improvements shall be located within the buffer area except landscaping, the wall, and a portion of the proposed retention pond (north boundary only) as depicted on the Phase I Plan, 4 D. Reece shall construct a four (4) foot high masonry wall along the south boundary of the Subject Property that generally runs approximately four hundred (400) feet from Talmo Street towards Ridge Street. Said wall shall be constructed of material and designed in a decorative manner deemed acceptable to the City. The location of said wall is generally depicted on the Phase I Plan. Future ingress and egress through the four (4) foot wall may be constructed during Phase II of the development upon approval by the City, E. Reece shall re-stripe the parking spaces directly in front of the existing eastern-most automotive garage building along Nursery Road to a width of ten (10) feet each. 5.2 Phase II. Reece agrees to fully complete the following development requirements in substantial conformance with the conceptual Phase II Site Plan which is attached hereto as Exhibit "C," and fully incorporated herein by this reference ("Phase" Plan"). A. Prior to final site plan approval for Phase " development, Reece shall have prepared a written traffic study and report ("Traffic Report") to address the development under the Phase II Plan. The Traffic Report shall be conducted by a traffic engineer and using a methodology deemed acceptable to the City. The Traffic Report shall be at Reece's expense. The Traffic Report shall address and provide recommendations 5 regarding, at a minimum, traffic generation, safe and efficient traffic movement, pedestrian safety issues, right-of-way adequacy, curb-cut location, and the potential for on- and off-site traffic improvements, The Traffic Report shall be subject to review and recommendation by the City's traffic consultant. Reece agrees to reimburse the City for the actual cost of the City's consultant's fees for providing said review and recommendation, The final site plan for the Phase II development shall implement the recommendations accepted by the City to the maximum extent feasible, The parties agree to coordinate the Traffic Report with the Florida Department of Transportation. 13. Reece shall construct the proposed Phase II buildings which are depicted on the Phase II Plan, C. Unless sooner required by law, the Phase II development shall bring all the parking areas on the Subject Property into conformance with all applicable handicapped accessibility regulations. D. Illumination levels from the Subject Property shall not produce off-site illumination in residential areas nor off-site illumination in excess of 0.5 foot candles in commerciallindustrial areas, Flickering or intrinsically bright sources of illumination shall be controlled so as not to be a nuisance to surrounding areas. 6. Special Property Restrictions. Reece agrees that the Subject Property shall be bound by the following special restrictions: 6 6,1 Existing commercial/industrial floor area shall not be expanded on the Subject Property, until Phase II development has received final approval by the City. Phase II may be developed in phases. 6.2 On the eastern-most four hundred (400) feet of the Subject Property, auto repair shops, automotive tire shops, mechanic shops, auto body shops, auto paint shops, sheet metal shops, fabrication shops, industrial uses, and uses which generate obnoxious odors and excessive noise shall be strictly prohibited, 6.3, Businesses operating on the eastern-most four hundred (400) feet of the Subject Property shall limit their hours of operation between 6:00 a.m. and 9:00 p.m. 6.4 To the extent that City of Winter Springs' water and sewer service is readily available to the Subject Project, as determined by the City, Reece shall utilize said services. Reece shall be responsible for all fees, connection charges, impact fees, and other fees required to be paid to obtain said services. 6.5 Reece shall fully cooperate with the City in the City's attempt to acquire additional right-of-way in order to widen Nursery Road to a standard road width at and near the intersection of U.S, Highway 17-92. ' ' 7, Park Property Donation. Within ninety (90) days of recording this Development Agreement in the Public Records of Seminole County, Reece shall donate and convey Lots 1 and 12 of Block 0, Talmo Subdivision, Plat Book 9, Page 10 of the Public Records of Seminole County for use and maintenance as a park. The closing on said property shall be conducted by the City Attorney and each party shall bear the closing fees that are customary for a seller and buyer under the Florida Bar Standard Real Estate 7 Sale and Purchase Agreement. The City agrees to execute I.R.S. Form 8283 to acknowledge the donation of said real property upon proper receipt of the form from Reece. Unless otherwise mutually agreed in writing by the parties, the City will name the park "Diane Park," 8. Successors and AssiQns. This Development Agreementshall automatically be binding upon and shall inure to the benefit of the successors and assigns of each of the Subject Property. 9. Applicable Law. This Development Agreement shall be governed by and construed in accordance with the laws of the State of Florida and the City of Winter Springs. 10. Amendments. This Development Agreement shall not be modified or amended except by written agreement executed by all parties hereto and approved by the City Commission of the City of Winter Springs, 11. Entire AQreement. This Development Agreement supersedes any other agreement, written or oral, and contains the entire agreement between the parties as to the subject matter hereof. 12, Severability. If any provision of this Development Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Development Agreement. 13, Effective Date. This Development Agreement shall become effective upon approval by the City of Winter Springs City Commission and execution of this Development Agreement by all parties. 8 14. Recordation. Upon approval by the City of Winter Springs City Commission and execution of this Development Agreement by all parties, this Development Agreement and any amendments hereto shall be recorded by the City in the public records of Seminole County, Florida, and shall run with the land. 15, Relationship of the Parties. The relationship of the parties to this Development Agreement is contractual and arm's length, Reece is not an agent of the City for any purpose. Nothing herein shall be deemed to create a partnership, or joint venture, or principal-agent relationship among the parties, and no party is authorized to, nor shall any party act toward third persons or the public in any manner which would indicate any such relationship with any other party. 16. SovereiQn Immunity. Nothing contained in this Development Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768,28, Florida Statutes, or any other limitation on the City's potential liability under state or federal law. 17. City's Police Power. Reece acknowledges and agrees that the City hereby reserves all police powers granted to the City by law, In no way shall this Development Agreement be construed as the City bargaining away or surrendering its police powers. 18. Interpretation. The parties to this Development Agreement acknowledge and agree that all parties have participated equally in the drafting of this Development Agreement, and no party shall be favored or disfavored regarding interpretation of this Development Agreement in the event of a dispute between the parties. 19. Conceptual Plans: Permits. Reece acknowledges and agrees that the Phase I and Phase II Plans are conceptual in nature and that final site plan approval is 9 required by the City before any development can lawfully commence, Furthermore, the City may, at its discretion, require changes to the conceptual plans in order to address the requirements of the City's Comprehensive Plan, Code of Ordinances, and the public health, safety, and welfare, The failure of this Development Agreement to address any particular City, county, state and federal permit, condition, term or restriction shall not relieve Reece or the City of the necessity of complying with the law governing said permitting requirements, conditions, term or restriction. 20, Third Party RiQhts. This Development Agreement is not a third party beneficiary contract, and shall not in any way whatsoever create any rights on behalf of any third party. 21. Specific Performance. Strict compliance shall be required with each and every provision of this Development Agreement. The parties agree that failure to perform the obligations established in this Development Agreement shall result in irreparable damage, and that specific performance of these obligations may be obtained by suit in equity. 22. Attorneys' Fees. In connection with any arbitration or litigation arising out of this Development Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law. The City shall have the right to lien the Subject Property for any attorneys' fees and costs awarded the City under this Development Agreement which are not timely paid by Reece. 23, Future Rezonings/Deyelopment Permits. Nothing in this Development Agreement shall limit the City's authority to grant or deny any future rezoning or development permit applications or requests, or the right of Reece to apply for or oppose 10 any future rezoning or development permit application subsequent to the Effective Date of this Development Agreement. In addition, nothing herein shall be construed as granting or creating a vested property right or interest in the Subject Property. 24. Duration. This Development Agreement shall run with the land unless revoked or modified by Reece and the City by filing a recorded instrument of equal dignity herewith in the public records of Seminole County, Florida. 25. Notices. All notices and correspondence shall be sent or delivered by registered or certified mail to the parties hereto, return receipt requested, with copies forwarded to their respective attorneys at the addresses set forth below or at such other addresses as the parties hereto shall designate to each other in writing: A. If to City: With copies to: B. If to Reece: With copies to: Mr. Ronald W. McLemore, City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Telephone: 407-327-5957 Facsimile: 407-327-4753 Anthony A. Garganese, City Attorney Brown, Ward, Salzman & Weiss, P.A. Post Office Box 2873 Orlando, Florida 32802-2873 Telephone: 407-425-9566 Facsimile: 407-425-9596 Mr. Wayne P. Reece 561 Virginia Drive Winter Park, Florida 32789 Telephone: 407-647-0911 Facsimile: 407-647-6491 John A. Leklem, P.A. 5151 Adanson Street, Suite 98 Orlando, Florida 32804 Telephone: 407-628-3577 Facsimile: 407-628-2975 11 Any notice or demand so given, delivered, or made by registered or certified mail will be deemed so given, delivered or made three (3) days after the same is deposited into a U.S. Mail receptacle and verified, return receipt requested, addressed as above, provided with postage thereon pre-paid. Any such notice, demand, or document not given, delivered, or made by registered or certified mail as aforesaid shall be deemed to be given, delivered, or made upon receipt of the same by the party to whom the same is to be given, delivered or made. 26. Force Maieure, The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ("Time Period") constitutes a default under the terms of this Development Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority (other than the City's own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions ("Uncontrollable Event"), then notwithstanding any provision of this Development Agreement to the contrary, that failure shall not constitute a default under this Development Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. 27, City's RiQht to Terminate AQreement. Failure by Reece to perform each and everyone of its obligations hereunder shall constitute a default, entitling the City to pursue whatever remedies are available to it under Florida law or equity including, without 12 -; limitation, an action for specific performance and/or injunctive relief or alternatively, the termination of this Development Agreement. Prior to the City filing any action or terminating this Development Agreement as a result of a default under this Development Agreement, the City shall first provide Reece with written notice of said default. Upon receipt of said notice, Reece shall be provided a thirty (30) day opportunity in which to cure the default to the reasonable satisfaction of the City prior to filing said action or terminating this Development Agreement. If thirty (30) days is not a reasonable period in which to cure the default, the cure period shall be extended to a reasonable cure period mutually acceptable to the City and Reece, but in no case shall that cure period exceed one-hundred twenty (120) days, Upon termination of the Development Agreement, Reece shall immediately lose all rights and privileges granted hereunder. IN WITNESS WHEREOF, the parties have executed this Development Agreement as of the date first written above, ATTEST: r 81-" By: PAUL P. PARTYK Mayor ZQ-LUACES WAYNE P. REECE, ::indiV~ /' L WAY E P. REECE tJ8/a, /0"2- J { Date: 13 f, :..- ,. STATE OF F~RIDA COUNTYOF~I"ll~). The foregoing instrument was acknowledged before me this /~ay of f)/-I/l . , 2002, by Wayne P. Reece, [vf who is personally known to me, or [ ] wh~oduced as identification. ~i/liJ:jit,~: My commission expires: II-.:Je>-O~- (SEAL) ~~ ChelyI A Joffgrs . ~ . My Comml$Slon 00075041 ~o;,.:I expires November 28. 2005 14 . *************** -COMM. JOURNAL- ******************* DATE AUG-19-2002 ***** TI~~ 10:17 ******** t1JDE = MEMORY TRANSM I 55 ION START=AUG-1910:13 END=AUG-19 10:17 FILE NO.=973 STN NO. COMM. ABBR NO. STATION NAME/TEL NO. PAGES DURATION 001 OK II 94076488901 015/015 00:03:39 -CITY OF WINTER SPRINGS ******************"'***************** - - ***** - 407 327 4753- ********* CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS. FLORIDA 32708-27'99 Telephone (407) 327.1800 FACSIMILE COVER SHEET DATE: August 18.2002 TO: Mark Carpenter FROM: Debbie Gillespie Deputy City Clerk TELEPHONE: FACSIMILE: 407-648-8901 TELEPHONE: (407) 327~5965 FACSIMILE: (407) 327-4753 NUMBER OF PAGES: t:!!J (including this cover sheet) COMMENTS: , Prepared by and Return to: Anthony A, Garganese, City Al10rney Brown, Ward, Salzman & Weiss, P,A, 225 E, Robinson Street, Suite 660 P,O, Box 2873 ' Orlando, FL 32802-2873 Parcel 1.0, Nos, 33-20-30-503-0000,0190 33-20-30-503-0000-019A 33-20-30-503-0000-019C 33-20-30-503-0000-019E 33-20-30-513-0000-0010 33-20-30-513-0000-0120 BINDING DEVELOPMENT AGREEMENT THIS BINDING DEVELOPMENT AGREEMENT (herein referred to as the "Development Agreement"), made and executed this day of ,2002, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation (herein referred to as the "City"), whose address is 1126 East State Road 434, Winter Springs, Florida, 32708, and WAYNE P. REECE, an individual (herein referred to as "Reece"), whose address is 561 Virginia Drive, Winter Park, Florida, 32789. WITNESSETH: WHEREAS, Reece owns certain real property located in the City of Winter Springs, Florida, and WHEREAS, the Subject Property was annexed into the City of Winter Springs from unincorporated Seminole County and Reece has petitioned to amend both the Future Land Use (FLU) designation and zoning classification to th~ appropriate City designation and classification; and WHEREAS, Reece desires to proclaim his plans for future use of the Subject Property, as set forth under this Development Agreement; and 1 WHEREAS, Reece acknowledges that certain building safety, parking and traffic problems exist on the Subject Property, as well as compatibility issues with surrounding residential uses, and proposes measures to minimize the negative impacts of these problems and to enhance the compatibility of the Subject Property with the surrounding residential uses; and WHEREAS, Reece proposes to enter into this Development Agreement with the City to permit the future development of the Subject Property while minimizing the negative impacts and enhancing compatibility of the existing and future uses of the Subject Property, subject to requirements of the City's Comprehensive Plan, the Code of Ordinances, and conditions set forth in this Development Agreement; and WHEREAS, the City finds this Development Agreement consistent with the Comprehensive Plan and City Code of Ordinances and that approval of this Development Agreement is a legislative act of the City Commission of the City of Winter Springs; and WHEREAS, the City Commission further finds that this Agreement promotes the public health, safety, and welfare and is consistent with, and, an exercise of, the City's powers under the Municipal Home Rule Powers Act, as provided in s. 2(b), Article VII' of the Florida Constitution and Chapter 166,021, Florida Statutes, and the City's police powers; and WHEREAS, this Development Agreement was also adopted pursuant to the public hearing procedures set forth in Section 163.3225, Florida Statutes, and to the extent that the Municipal Home Rule Powers Act does not authorize any provision hereunder, said provision shall be deemed adopted in accordance with the authority granted under 2 Sections 163.3220 -163.3243, Florida Statutes, the "Florida Local Government Development Agreement Act." NOW THEREFORE, in consideration of the mutual covenants and mutual benefits herein contained, the parties agree as follows: 1. Recitals. The foregoing recitals are hereby incorporated herein by this reference and deemed a material part of this Development Agreement. 2. Authority. This Development Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act, Code of Ordinances of the City of Winter Springs, and to the extent necessary, the Florida Local Government Development Agreement Act. 3. Representations of Reece and City. Reece and City hereby represent and warrant that Reece and City have the power and authority to execute, deliver and perform' the terms and provisions of this Development Agreement and have taken all necessary action to authorize the execution, delivery and performance of this Development Agreement. 4. Subiect Property. The real property subject to this Development Agreement (hereinafter referred to as "Subject Property") is legally described in Exhibit "A," which is attached hereto and incorporated herein by this reference, 5. Phased Development. Reece agrees that future development of the Subject Property shall be in two (2) phases, as follows: 5.1 Phase I. Reece agrees to promptly commence, and fully complete within six (6) months, the following development requirements in substantial 3 conformance with the conceptual Phase I Site Plan, which is attached hereto as Exhibit "B," and fully incorporated herein by this reference ("Phase I Plan"): A. Reece shall delineate and stabilize a grass parking area for vehicles on the Subject Property which shall be located generally east of the eastern-most existing automotive garage building and northeast of the intersection of Nursery Road and Ridge Road. B. Reece shall create and maintain a "no parking" zone on the Subject Property which shall be approximately twenty (20) feet wide by two- hundred seventy (270) feet long and generally located adjacent to Nursery Road and depicted on the Phase II Plan described below. The zone shall be posted and enforced as a "tow-away zone" in accordance with Section 715,07, Florida Statutes, The zone shall also be kept at all time free of debris and obstructions of any kind, C, Reece shall construct a six (6) foot high masonry wall, with a twenty-five (25) foot wide vegetative buffer, along the entire north and east boundaries of the Subject Property that abut a residential area. Said wall shall be constructed of material and designed in a manner deemed acceptable to the City. The location of said wall and buffer is generally depicted on the Phase I Plan. No improvements shall be located within the buffer area except landscaping, the wall, and a portion of the proposed retention pond (north boundary only) as depicted on the Phase I Plan. 4 0, Reece shall construct a four (4) foot high masonry wall along the south boundary of the Subject Property that generally runs approximately four hundred (400) feet from Talmo Street towards Ridge Street. Said wall shall be constructed of material and designed in a decorative manner deemed acceptable to the City. The location of said wall is generally depicted on the Phase I Plan. Future ingress and egress through the four (4) foot wall may be constructed during Phase" of the development upon approval by the City. E. Reece shall re-stripe the parking spaces directly in front of the existing eastern-most automotive garage building along Nursery Road to a width of ten (10) feet each. 5,2 Phase II. Reece agrees to fully complete the following development requirements in substantial conformance with the conceptual Phase" Site Plan which is attached hereto as Exhibit "C," and fully incorporated herein by this reference ("Phase II Plan"). A. Prior to final site plan approval for Phase II development, Reece shall have prepared a written traffic study and report ("Traffic Report") to address the development under the Phase II Plan, The Traffic Report shall be conducted by a traffic engineer and using a methodology deemed acceptable to the City. The Traffic Report shall be at Reece's expense. The Traffic Report shall address and provide recommendations 5 regarding, at a minimum, traffic generation, safe and efficient traffic movement, pedestrian safety issues, right-of-way adequacy, curb-cut location, and the potential for on- and off-site traffic improvements. The Traffic Report shall be subject to review and recommendation by the City's traffic consultant. Reece agrees to reimburse the City for the actual cost of the City's consultant's fees for providing said review and recommendation, The final site plan for the Phase " development shall implement the recommendations accepted by the City to the maximum extent feasible. The parties agree to coordinate the Traffic Report with the Florida Department of Transportation, B. Reece shall construct the proposed Phase" buildings which are depicted on the Phase II Plan. e, Unless sooner required by law, the Phase" development shall bring all the parking areas on the Subject Property into conformance with all applicable handicapped accessibility regulations. D. Illumination levels from the Subject Property shall not produce off-site illumination in residential areas nor off-site illumination in excess of 0.5 foot candles in commercial/industrial areas. Flickering or intrinsically bright sources of illumination shall be controlled so as not to be a nuisance to surrounding areas. 6. Special Property Restrictions. Reece agrees that the Subject Property shall be bound by the following special restrictions: 6 6,1 Existing commercial/industrial floor area shall not be expanded on the Subject Property, until Phase II development has received final approval by the City. Phase II may be developed in phases. 6.2 On the eastern-most four hundred (400) feet of the Subject Property, auto repair shops, automotive tire shops, mechanic shops, auto body shops, auto paint shops, sheet metal shops, fabrication shops, industrial uses, and uses which generate obnoxious odors and excessive noise shall be strictly prohibited. 6.3, Businesses operating on the eastern-most four hundred (400) feet of the Subject Property shall limit their hours of operation between 6:00 a.m. and 9:00 p,m. 6.4 To the extent that City of Winter Springs' water and sewer service is readily available to the Subject Project, as determined by the City, Reece shall utilize said services. Reece shall be responsible for all fees, connection charges, impact fees, and other fees required to be paid to obtain said services. 6.5 Reece shall fully cooperate with the City in the City's attempt to acquire additional right-of-way in order to widen Nursery Road to a standard road width at and near the intersection'of U.S. Highway 17-92. ',.. 7, Park Property Donation. Within ninety (90) days of recording this Development Agreement in the Public Records of Seminole County, Reece shall donate and convey Lots 1 and 12 of Block D, Talmo Subdivision, Plat Book 9, Page 10 of the Public Records of Seminole County for use and maintenance as a park. The closing on said property shall be conducted by the City Attorney and each party shall bear the closing fees that are customary for a seller and buyer under the Florida Bar Standard Real Estate 7 Sale and Purchase Agreement. The City agrees to execute I.R.S. Form 8283 to acknowledge the donation of said real property upon proper receipt of the form from Reece. Unless otherwise mutually agreed in writing by the parties, the City will name the park "Diane Park." 8, Successors and AssiQns. This Development Agreementshall automatically be binding upon and shall inure to the benefit of the successors and assigns of each of the Subject Property, 9. Applicable Law. This Development Agreement shall be governed by and construed in accordance with the laws of the State of Florida and the City of Winter Springs. 10, Amendments. This Development Agreement shall not be modified or amended except by written agreement executed by all parties hereto and approved by the City Commission of the City of Winter Springs. 11. Entire AQreement. This Development Agreement supersedes any other agreement, written or oral, and contains the entire agreement between the parties as to the subject matter hereof. 12. Severability. If any provision of this Development Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Development Agreement. 13. Effective Date. This Development Agreement shall become effective upon approval by the City of Winter Springs City Commission and execution of this Development Agreement by all parties. 8 14, Recordation. Upon approval by the City of Winter Springs City Commission and execution of this Development Agreement by all parties, this Development Agreement and any amendments hereto shall be recorded by the City in the public records of Seminole County, Florida, and shall run with the land, 15, Relationship of the Parties. The relationship of the parties to this Development Agreement is contractual and arm's length. Reece is not an agent of the City for any purpose. Nothing herein shall be deemed to create a partnership, or joint venture, or principal-agent relationship among the parties, and no party is authorized to, nor shall any party act toward third persons or the public in any manner which would indicate any such relationship with any other party. 16. Sovereign Immunity. Nothing contained in this Development Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768,28, Florida Statutes, or any other limitation on the City's potential liability under state or federal law. 17. City's Police Power. Reece acknowledges and agrees that the City hereby reserves all police powers granted to the City by law. In no way shall this Development Agreement be construed as the City bargaining away or surrendering its police powers. 18, Interpretation. The parties to this Development Agreement acknowledge and agree that all parties have participated equally in the drafting of this Development Agreement, and no party shall be favored or disfavored regarding interpretation of this Development Agreement in the event of a dispute between the parties. 19, Conceptual Plans; Permits. Reece acknowledges and agrees that the Phase I and Phase II Plans are conceptual in nature and that final site plan approval is 9 required by the City before any development can lawfully commence, Furthermore, the City may, at its discretion, require changes to the conceptual plans in order to address the requirements of the City's Comprehensive Plan, Code of Ordinances, and the public health, safety, and welfare. The failure of this Development Agreement to address any particular City, county, state and federal permit, condition, term or restriction shall not relieve Reece or the City of the necessity of complying with the law governing said permitting requirements, conditions, term or restriction. 20. Third Party Riqhts. This Development Agreement is not a third party beneficiary contract, and shall not in any way whatsoever create any rights on behalf of any third party. 21, Specific Performance. Strict compliance shall be required with each and every provision of this Development Agreement. The parties agree that failure to perform the obligations established in this Development Agreement shall result in irreparable damage, and that specific performance of these obligations may be obtained by suit in equity. 22, Attorneys' Fees. In connection with any arbitration or litigation arising out of this Development Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law, The City shall have the right to lien the Subject Property for any attorneys' fees and costs awarded the City under this Development Agreement which are not timely paid by Reece. 23. Future Rezoninqs/Deyelopment Permits. Nothing in this Development Agreement shall limit the City's authority to grant or deny any future rezoning or development permit applications or requests, or the right of Reece to apply for or oppose 10 any future rezoning or development permit application subsequent to the Effective Date of this Development Agreement. In addition, nothing herein shall be construed as granting or creating a vested property right or interest in the Subject Property. 24. Duration. This Development Agreement shall run with the land unless revoked or modified by Reece and the City by filing a recorded instrument of equal dignity herewith in the public records of Seminole County, Florida, 25. Notices. All notices and correspondence shall be sent or delivered by registered or certified mail to the parties hereto, return receipt requested, with copies forwarded to their respective attorneys at the addresses set forth below or at such other addresses as the parties hereto shall designate to each other in writing: A. If to City: With copies to: B. If to Reece: With copies to: Mr, Ronald W. McLemore, City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Telephone: 407-327-5957 Facsimile: 407-327-4753 Anthony A. Garganese, City Attorney Brown, Ward, Salzman & Weiss, P,A. Post Office Box 2873 Orlando, Florida 32802-2873 Telephone: 407-425-9566 Facsimile: 407-425-9596 Mr. Wayne P. Reece 561 Virginia Drive Winter Park, Florida 32789 Telephone: 407-647-0911 Facsimile: 407-647-6491 John A. Leklem, P.A. 5151 Adanson Street, Suite 98 Orlando, Florida 32804 Telephone: 407-628-3577 Facsimile: 407-628-2975 11 Any notice or demand so given, delivered, or made by registered or certified mail will be deemed so given, delivered or made three (3) days after the same is deposited into aU,S, Mail receptacle and verified, return receipt requested, addressed as above, provided with postage thereon pre-paid. Any such notice, demand, or document not given, delivered, or made by registered or certified mail as aforesaid shall be deemed to be given, delivered, or made upon receipt of the same by the party to whom the same is to be given, delivered or made. 26. Force Maieure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ("Time Period") constitutes a default under the terms of this Development Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority (other than the City's own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions ("Uncontrollable Event"), then notwithstanding any provision of this Development Agreement to the contrary, that failure shall not constitute a default under this D~velopment Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. 27. City's RiQht to Terminate AQreement. Failure by Reece to perform each and every one of its obligations hereunder shall constitute a default, entitling the City to pursue whatever remedies are available to it under Florida law or equity including, without 12 limitation, an action for specific performance and/or injunctive relief or alternatively, the termination of this Development Agreement. Prior to the City filing any action or terminating this Development Agreement as a result of a default under this Development Agreement, the City shall first provide Reece with written notice of said default. Upon receipt of said notice, Reece shall be provided a thirty (30) day opportunity in which to cure the default to the reasonable satisfaction of the City prior to filing said action or terminating this Development Agreement. If thirty (30) days is not a reasonable period in which to cure the default, the cure period shall be extended to a reasonable cure period mutually acceptable to the City and Reece, but in no case shall that cure period exceed one-hundred twenty ('120) days. Upon termination of the Development Agreement, Reece shall immediately IOSE~ all rights and privileges granted hereunder. IN WITNESS WHEREOF, the parties have executed this Development Agreement as of the date first written above, ATTEST: By: PAUL P. PARTYK Mayor ZO-LUACES WAYNE P. REECE, ::indiV~ / L WAY E P. REECE 08/(j' /0"2- J ! Date: 13 :.. ",'" STATE OF F~RIDA COUNTY OF~". -r Theforegoinginstrumentwasacknowledgedbeforemethis /~aYOf ()N/) .,2002, by Wayne P. Reece, [vf who is personally known to me, or [ ] wh~oduced as identification. S~f/liJ;jt:r~: . My commission expires: 1/ -:Je>-OS- (SEAL) J":'. ~ Cheryl A Jeffars · ~ ,: My Commlssloo 00075041 '\;0; ",:/' Expires November 28.2005 14 APPLICANT: PHIL REECE 561 VIRGINA DRIVE WINTER PARK,FLORIDA 32789 TEL.: (407) 647-0911 FAX: (407) 647-6491 CIVIL ENGINEER: RICHARD M. LABINSKY, P.E., INC. 108 ESSEX DRIVE LONGWOOD, FLORIDA 32779 TEL.: (407) 788-3687 FAX: (407) 788-8069 GEOTECHNICAL ENGINEER: PROFESSIONAL SERVICES INDUSTRIES, INC. 1748 33RD STREET ORLANDO,FLORIDA 32809 TEL.: (407) 304-5560 FAX: (407) 304-556/ SURVEYOR: MARK CAULFIELD,PSM 616 PARKWOOD AVE. ALT AMONT E SPRI NGS, FLORIDA 32714 TEL.: (407) 869-9989 FAX: (407) 869-9337 LANDSCAPE ARCHITECT THOMAS C.PETERSON,ASLA 3361 PELHAM ROAD. ORLAN DO, FLORIDA 32803-1033 TEL.: (407) 897-4492 FAX: (407) 897-2153 LEGAL DESCRIPTION LOT 19 AND THE WESTERNLY ONE-HALF OF GRACE AVENUE ABUTTING LOT 19, ENTZINGER FARMS ADDITION NO. 3 AS RECORDED IN PLAT BOOK 6, PAGE 27. PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA. PARCEL #1: WESTERLY 500 FEET OF LOT 19 (LESS SLY 165 FEET AND SLY 235 FEET OF WLY 170 FEET) ENTZINGER'S FARM ADDITION #3. ACCORDING TO THE PLAT THERE OF RECORDED AMONG THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA. PARCEL #2: THAT PART OF LOT 19. ENTZINGER FARM'S ADDITION NO.3. RECORDED IN PLAT BOOK 6. PAGE 27 OF THE PUBLIC RECORDS OF SEMINOLE. COUNTY. FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 19, THENCE N84009'38uE. 500.00 FEET ALONG THE NORTH LINE OF SAID LOT 19 FOR A POINT OF BEGINNING: THENCE S05050'30'W. 156.11 FEET ALONG A LINE PARALLEL WITH AND 500.00 FEET EASTERLY OF THE WESTERLY LINE OF SAID LOT 19. SAID 500.00 FEET BEING MEASURED ALONG THE NORTH LINE AND ALONG THE SOUTH LINE OF SAID LOT 19. THENCE N85030'33NE. 31.91 FEET: THENCE N05056'57NW. 153.63 FEET TO THE POINT OF BEGINNING. PARCEL #3: NORTHERLY 70 FEET OF SOUTHERLY 235 FEET OF WESTERLY 170 FEET OF LOT 19. ENTZINGER FARMS. ADDITION NO.3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6. PAGE 27. PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA. : \AARML\200910\DGN\cover.dgn 01/22/04 06: 46:00 PM FOR CITY OF WINTER SPRINGS, FLORIDA OCTOBER 2003 V'l ~ -n o ""JJ CJ 2. - '" o o -:n CJ . N PROJECT SITE SEC. 2, RGE. 30 E, TWP. 20 S LOCATION MAP NoToS. RICHARD Mo LABINSKY, PoEo, INCo Consulfing Engineering Service - EB-0007932 108 Essex Drive Lonlwood, Florida 32779 PL. (407) 788-3687 Fax (407) 788-8069 TAX PARCEL #'5 33-20-30-503-0000-0190/019A/019C/019E DRAWING INDEX CI C2 C3 C4 a5 C6 C7-CB C9-C12 CI3 CI4 LI LII COVER SHEET SPECIFICATIONS & GENERAL NOTES MASTER PLAN PAVING & GRADING PLAN WATER AND SEWER PLAN OFFSITE UTILITY EXTENSIONS PAVING & DRAINAGE SECTIONS & DET AILS WATER AND SEWER DETAILS UFT STATION PLAN DEMOLITION PLAN SITE LANDSCAPE PLAN SITE IRRIGATION PLAN PROJECT NO. 200 LATEST REVISION: f PROJECT SPECIFICATIONS ALL CONSTRUCTION&. MATERIAL" INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH F DOT STANuARD SPE" FICATIONS FOR ROAD AND BRIDGE CONSTRUCTION TOGETHER W TH THE C TY AND/OR COUNTY S MlNIMU.. DESIGN STANDARDS AND SPEC FICATIONS AS APPLlCATB..E f' F DOT MATERIAL IS SPECFIEP.L T SHALL IMPLY THAT THEIR CONSTRUCTION PROCEDURES SHALL BE FOLLOwtD CONTRACTOR SHILL CONTACT ALL UTL TY COhPAN ES PRIOR TO CONSTRUCTION CONTRACTOR SHILL PROTECT ALL UT L1TIES AND OTHER PROPERTY IKJ SHILL BE RESPONSlBLE FOR ANY DAMAGES INCURRED DURING CONSTRUCTION IKJ SHALL REPAIR SAID DAMAGES AT HS EXPENSE THE ENGlIEER W LL HOLD A PRE CONSTRUCTION MEETING PRIOR TO THE START OF ANY CONSTRUCTION AND INCLUDE A REPRESENT AT VE FR~ THE RESPECT VE ENGINEER NG AND UT LfTY DEPARTMENTS THE CONTRACTOR OWNER AND OTHER APPLICABLE AGENGIES THE CONTRACTOR SHALL VER FY ALL UNDERGROUND UTL TY LOCAT ONS PR OR TO CONSTRUCT ON THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ON.. Y THE EXACT LOCATIONS SHALL BE DETER'-'::D BY THE CONTRACTOR PRIOR TO CONSTRUCTION IN ADDITION THE CONTRACTOR SHALL BE RESPONS BLE TO VER FY IF OTHER UTILITIES CNOT SHOWN ON THE PlANSI EXIST WITHIN THE AREA OF CONSTRUCT ON SHOULD THERE BE OTHER UTL T ES THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTLITY OWNERS TO RESOLVE UT LfTY CONFL CTS AND UT L TY ADJUSTMENTS AS REQU RED N('( DELAY OR INCONVENIENCE IN RELOCATING UT LIT ES SHALL BE NCl>ENT AL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED ALL DEVIAT ONS FR~ PLANS ARE TO BE APPROVED BY ENG NEER IN WRITING PRIOR TO CONSTRUCTION AND FOR ALL INSPECTIONS AND TESTING THE ENG NEER MUST BE G VEN A MINIMU.. OF 4B HOURS NOT CE PR OR TO START OF CONSTRUCT ON AND FOR ALL INSPECTIONS AND TESTING C~PLETE AS BU L T NFORMATION RELATIVE TD LOCATIONS AND ELEVATIONS OF "ANHOLES VALVES SERVCES FTTINGS LENGTHS OF PPE TOP OF WATER MAIN ELEVATIONS AND THE LIKE SHALl. BE ACCURATELY RECORDED AND SUBMITTED TO THE ENGNEER PROR TO FINAl.. ACCEPTANCE OF THE WORK ALL INFORMATON SHALl BE TAKEN BY A LAND SURVEYOR REGISTERED N THE STATE OF FLORIDA, AND SHOWN ON A SEALED AS BUILT PLAN THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTlL TIES IKJ IMPROVEMENTS FROM DAMAGES DISRUPTION OF SERVICE OR DESTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUQl MEASURES AS NECESSARY TO PROTECT THE HEALTH SAFETY IKJ WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE AI..L ELEVAT ONS REFER TO THE NATIONAL GEOCET C VERTICAL DATUM OF 1121 EXISTING SECTION CORNERS AND OTHER LAND MARKERS OR MONUMENTS LOCATED ~ PROPOSED CONSTRUCTION ARE TO BE MAINTAINED BY THE CONTRACTOR AND/OR RESET AFTER CONSTRUCTION UNDER CERTIF CATION BY A LAND SURVEYOR REGISTERED N THE STATE OF FLORIDA. THE MANJAL ON lHFORM TRAFF C CONTROL DEV CES SHALL BE USED AS THE STANDARD FOR THE SlGNAGE AND PAVEMENT MARK NG REQU REMENTS OF THE PROJECT REFER TO ARCH TECTURAL OR LANDSCAPE ARCH TECTURAL PLANS FOR HANDICAP RAMPS CONCRETE WALKS DUMPSTER DETALS BERMNG LANDSCAPING FINISHED GRADING OF GREEN AREAS AND ALL SPECIAL LANDSCAPE ARCltTECTlMW. FEATURES EARTHWORK THE CONTRACTOR S BID FOR EARTHWORK SHALL NCLUDE THE EXCAVATION REMOVAL IKJ DISPOSAL OF ALL MATERIALS OF WHATEVER CHARACTER WI~ THE LIM TS OF CONSTRUCTION AI..L TOPSOl. THAT S SU TABLE FOR LANDSCAPING OR GRASSING OPERATIONS MAY BE STOCKPILED NEARBY FOR SUCH USE F APPROVED BY OWNER WHERE MUCK ROCK CLAY OR OTHER MATERIAL WIT'" THE L MlTS OF CONSTRUCTION IS UNSUITABlE IN TS ORGNAL POSTON THE CONTRACTOR SHILL EXCAVATE SUCH MATER AL N ITS ENTIRETY AND BACKFILL W TH SU TABLE MATERIAL WHICH SHALl BE COMPACTED N PLACE TO CONFOR" TO THE REQURED GRADES AND SECT ONS MIl SHOWN ON THE PLANS IT IS THE CONTRACTOR S RESPONSIII..ITY TO VERIFY THE UNSU TABLE MATER AL PRESENT ON SITE IKJ INCLUDE THE REMOVAL AND REPLACEMENT OF SAME IN ItS BID PRICE THE CONTRACTOR SHALL MAKE H S OWN ESTIMATE ON THE VOLUME OF ..ATERIAL ACTUALLY REQUIRED TO OBTAIN THE CROSS SECTIONS OR GRADES AS SHOWN ON THE PLANS THE CONTRACTOR SHALL REMOVE AI..L MUCK ynD NG MATERIAl.. ROOTS VEGETATION IKJ OTHER DEGRADABLE "ATER AL N ITS ENTIRETY W THN THE PAVEMENT LIIITS IKJ BELOW ILL STRUCTURES AND UTILITIES TO FULL EXCAVATED TRENCH WIDTH SAD MATERIAl.. SHALL BE REPLACED WITH CLEAN ORGANIC FREE ..ATERIAL WITH ROCKS SMALLER THAN THREE INCHES IN DIAMETER COIFACTED TO NOT LESS THAN 115X MAXIMUM DENSITY AT OPTlau.t MOISTURE AASHTO T 180 METHOD D WITH MAXIMUM LFTS OF TWELVE INCHES C~PACTED THCKNESS THE SOIL BOR NG DATA WHEN PROVIDED S FOR THE CONTRACTOR S N'"ORMAT ON THE ENGINEER DOES NOT MAKE ANY REPRESENTATION REGARDING EX STING SUBSOIL CONXTIONS T IS THE CONTRACTOR S RESPONSIB L TY TO PERFORM ADD TONAL SOIL BORINGS TO VERf'Y THE LIIITS OF UNSUITABLE MATERIAL ON S TE WHEREVER EXCAVATIONS FOR UTILlT ES ARE MADE BELOW THE GRADES INDICATED ON THE PLANS GRANULAR MATERIAl.. FREE OF ORGNIC OR OTHER DELETERIOUS MATERIAL SHALL BE USED TO RESTORE THE AREA TO THE PROPER GRADE AND SHALL BE COMPACTED TO 95l!' MAXIMUM DENSITY AT OPTllotUM MOISTURE AASHTO T 180 METHOD o AREAS TO BE COMPACTED SHILL BE MO STENED AND COMPACTED BY EITHER ROLLING TAMPING OR ANY OTHER METHOD APPROVED BY THE ENGINEER IN ORDER TO OBTAIN THE DESIRED DENSITY THE ENGINEER SHAI..L INSPECT ALL C~PACTED AREAS PRIOR TO FURTHER CONSTRUCTION OPERATIONS PRIOR TO BAClCFUING AROUND STRUCTURES THE AREAS SHALL BE CLEAN OF ALL TRASH AND DEBRIS OF ANY DESCRIPTION IN..ESS DIRECTED BY THE ENGINEER TO BE LEFT IN PLACE SUCH AS SHEETING IKJ BRACIIG BACKFLL SHALL BE HAND TAMPED IN 12 LOOSE LIFTS EXCAVATION AND BACKFILL FOR UTILnY SYSTEMS THE CONTRACTOR SHILL BE RESPONSIBLE FOR PROVOING APPROPRIATE SAFETY PRECAUTIONS DURING EXCAVATION AND TRENCHING OPERATIONS AS REQURED BY THE TRENCH SAFETY ACT THIS WORK SHALL CONSIST OF THE EXCAVATION OF WHATEVER SUBSTANCES THAT SHALL BE ENCOUNTERED TO THE DEPTHS AS SHOWN ON THE PlANS EXCAVATED MATER ALS NOT REQURED FOR FILL OR BACKFILL SHALL BE REMOVED FROM THE WORK S TE AS DIRECTED BY THE ENGINEER AND SHALL BE CONSIDERED TO BE A PMT OF THE BID PR CE OF THE UT LITY PFE FOR WH CH EXCAVAT ON AND BACKFILL S REQURED EXCAVAT ON FOR MANHOLES AND OTHER ACCESSOR ES SHALL HAVE A ....U.. CLEARANCE OF TWELVE NCHES AND A MAXIMUM CLEMANCE OF TWENTY Fout INCHES ON AI..L SIDES EXCAVA.TION SHALl NOT BE CARRIED BELOW THE REQUIRED DEPTHS AS INDICATED BY THE PLANS EXCESS EXCAVATION BELOW THE REOUR:D LEVEL SHALL BE BACKFLLED AT THE CONTRACTOR S EXPENSE WITH SHMP SAND GRAVEL OR OTHER SU TABlE ..ATERIAL THOROUGHLY COMPACTED AND APPROVED BY THE ENGINEER WATER SHALL NOT BE PERMITTED TO ACCUMUlATE IN THE EXCAVATED AREA. IT SHALL BE REMOVED BY FUtPING OR OTHER MEANS AS APPROVED BY THE ENotNEER THE REMOVAL Of WATER SHALL BE CONSIDERED TO BE A PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFLL IS REOUR:D WELL POINTS PUMPS OR OTHER APPROVED MEANS SHALL BE USED TO KEEP THE GROUND WATER SUFF CENTL Y LOW IN THE OPNON OF THE ENGINEER TO PER..IT THE PLACING OF CONCRETE MASONRY OR PIPE IN FIRST CLASS CONDITION IKJ SUFF CENTL Y LONG THEREAFTER TO PROTECT THE CONCRETE MASONn' OR JOINTS AGAINST WASHING OR DAMAGE THE CONTRACTOR SHALL ALSO USE SUCH OTHER MEANS AS MAY BE NECESSARY TO KEEP THE EXCAVAT ON N SATISFACTORY COND T ON FOR THE CONSTRUCTION OF THE WORK AND THE USE OF WELL POINT OR OTHER APPROVED WETHOO W LL NOT REL EVE THE CONTRACTOR OF HIS RESPONSIB L1TY TO MAKE THE STRUCTURES WATERT~HT BANKS AND TRENCHES SHALL BE VERTICAL IN..ESS SHOWN OTHERW SE ON THE PLANS THE WIDTHS OF THE TRENCH SHALL BE A MAXNU" OF 311 INCHES ON EACH SIDE OF THE PIPE BELL BELL HOLES SHALL BE ACClIt4TEL Y EXCAVA.TED BY HAND IF THE BOTTOM OF THE TRENCH IS ROCK THE EXCAVATION SHALL BE CMRED EIGHT NCHES BELOW THE INVERT OF THE PIPE AND BACKFILLED W TH THOROUCH. Y C~PACTED SHARP SAND GRAVEL OR OTHER SUITABLE "ATER AL APPROVED BY THE ENG NEER ROCK EXCAVATION SHALL NCLUDE ANY ROCK ENCcx.wrERED WHICH CANNOT BE REMOVED WITH A 3/4 YARD BACKHOE UNDER NORMAL OPERATING CONDITIONS ROCK EXCAVATION SHALL BE NCDENTAL TO CONSTRUCT ON OF ALL PPING SYSTEMS AND NO SEPARATE PAYMENT W LL BE MADE WHENEVER T IS NECESSARY IN THE INTEREST OF SAFETY TO BRACE OR SHORE THE SIDES OF THE TRENCH SUCH BRAC NG OR SHORING SHALl. BE CONSIDERED TO BE PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFLL S REQUIRED THE CONTRACTOR SHALL FURNISH PUT N PLACE AND MAlNT ~ SUCH SHEETWG AND BRACING AS MAY BE REQU RED TO SUPPORT THE S DE OF THE EXCAVATION AND TO PREVENT N('( MOVEMENT WHICH CAN IN /tHy WAY DAMAGE THE WORK OR ENDANGER ADJACENT STRUCTURES IF THE ENGINEER IS OF THE OPINION THAT 5I..PPORTS ARE INSUFFICENT HE MAY ORDER ADDITIONAL SUPPORTS THE COr.f'l..IANCE WITH SUQl ORDER SHALL NOT RELEASE THE CONTRACTOR FRO" H S RESPONSIB LITY FOR THE SUFFICENCY OF THE SHEETING THE CONTRACTOR SHALL LEAVE AI..L SHEETING IN PLACE THE ENGINEER MAY REQU RE SHEETING TO BE CUT OFF AT ANY SPECIFIED ELEVATION BUT IN NO CASE WILL ANY SHEET NG BE LEFT CLOSER THAN TWO (2) FEET BELOW THE NATURAL SURFACE NOR CUT OFF BELOW THE ELEVATION OF THE TOP OF THE PIPE THE COST OF EXCAVATION AND BACKF LL FOR MAN-tOLES WET WELLS INLETS BOXES FENCES BUILDINGS PLANT FOOTINGS 1HJ OTHER STRUCTURES SHALL BE CONSIlERED NCIDENT AL TO THE CONSTRUCTION OF THE ITEM AFTER PPES STRUCTURES /tHD OTHER APPURTENANCES HAVE BEEN INSTALLED THE TRENCH OR OPEN NG SHALL BE BACKFILLED W TH MATER AL FREE FRO" LARGE STONES OR CLODS AND OF A QUAL TY ACCEPTABLE TO THE ENG NEER BACKF LL AROUND THE PIPE AKJ TO A PO NT TWELVE INCHES ABOVE THE TOP OF THE PPE SHALL BE PLACED IN S X INCH LAYERS AND COMPACTED WITH 20 POUN) HAND TAMPERS OR MECHANICAl.. T AlFERS SUIT ABLE FOR THE PURPOSE BACKFLL MATERIAL SHALL NOT CONTAIN ANY ROCKS OR STONES GREATER THAN 2 INCHES IN DAMETER W THIN 12 INCHES OF THE P PE ROCKS LARCER THAN 3 INCHES IN DIAMETER SHALL BE REMOVED FROM THE BACKFLL MATERIAL BACKFILLING SHALL FOLLOW PIPE LAYING CLOSELY AND SHALL NOT BE MORE THAN ONE HUNDRED nOD) FEET BEHND COMPLETE PIPE LAYING BACl<FLL OVER PPE SHALL BE CAREFULLY PLACED BY EXPERIENCED LABOR THOROUGHLY CONSOLIDATED WITHOUT SHOCK TO THE PIPE AND CMRED UP UN FORML Y ON BOTH SIDES OF THE PIPE NO BACKFLL NG WITH BULLDOZERS WILL BE PERM TTED ADJACENT TO THE PIPELINE A MINI..UM OF ONE COMPACTION TEST SHALL BE REQUIRED FOR EACH 300 L F OF PIPE AND 100 S F OF BACKFILLED AREA AROUND STRUCTURES THE ENG NEER MAY REQU RE GRADED CRUSHED ROCK FOR BACl<FILL AROUND THE WATER ..AlNS AND SEWER PIPE N AREAS WHERE THE AVM.ABLE BACKALL MATERlAI.. S UNSUITABLE N AREAS WHERE PAVEMENT S TO BE CONSTRUCTED OVER THE PPE OR W THIN 5 THE REMANlER OF THE TRENCH SHALL BE PLACED IN 12 INCH LAYERS (c~PACTED THICKNESSI /tHD SHALL BE COMPACTED TO 118 PERCENT OF MAXIWM DENS TY AS DETER'-'::D BY AASHTO T 180 METHOD 0 CONTRACTOR W LL BE RESPONS BLE FOR CORRECTION OF DAMAGE FR~ SETTLEMENT N THE BACKFILLED AREAS WHETHER UNDER THE PAVEMENT OR OTHERW SE IN AREAS WHERE NO PAVEMENT IS TO BE CONSTRUCTED THE BACKFILL ABOVE THE TWEL VE INCH LINE ABOVE THE PIPE SHALL BE COMPACTED TO A F RMNESS APPROXIMATELY EQUAL TO THAT OF THE SOl. ADJACENT TO THE PIPE TRENCH UNDERGROUND UT L T ES SHALL BE COMPLETED OR SLEEVING PROV OED BEFORE ANY PAVEMENT CONSTRUCTION BEGINS ALL PAVEMENT SUBGRADE MATER AL SHALL BE COMPACTED TO IIIX ..AXIMUM DENSITY AT OPTIMU.. 1010 STURE AASHTO T 180 METHOD 0 AND SHALL Cot<f'OR" TO THE REQUIREMENTS OF F DOT SPECFlCATIONS SECTION 120 THE ENGINEER SHALL SPEC FY THE LOCATION AND NUMBER OF DENS TY TESTS REQU RED THE TEST RESUl. TS SHALL BE ACCEPTED BY THE ENe NEER PR OR TO PLACEMENT OF BASE MATERlAI.. F THE PLANS NDCATE A STABILIZED SUBBASE IS TO BE USED T SHAI..L HAVE A M N MUM LBR VALUE OF 40 OR A FBV OF 75 AND SHALL BE IN ACCORDANCE W TH F DOT SECTION 180 T IS THE CONTRACTOR S RESPONS B L1TY TO SUBM T TO THE ENGINEER FOR APPROVAL THE MATER AL TO BE USED FOR THE SUBBASE IKJ THEIR PROPORT ONS AND LABORATORY LBR BEFORE DELIVERY TO THE SITE QUALITY CONTROL LBR S MAY BE REOUR:D BY THE ENGINEER TO PROVE THE IN PLACE COND T ON F THE PLANS NO CATE A LIMEROCK BASE THE CONSTRUCTION 1HJ THE MATER AL FOR THE L1MEROCK BASE SHALL Cot<f'ORM TO THE REQUIREMENTS OF F DOT SPECIACAT ONS, SECTION 200 THE L MEROCK BASE SHALL BE COMPACTED TO 88X MAXlMU.. DENSITY AT OPTIMUM MO STURE MSHTO T 180 METHOD 0 THE ENGINEER SHALL SPEC FY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED THE TEST RESULTS SHAI..L BE ACCEPTED BY THE ENGINEER PRIOR TO APPL CATION OF THE PRIME AND TACK COATS IF THE PLANS INDICATE so L CEMENT BASE THE CONSTRUCT ON AND THE MATERlAI.. FOR THE SOl. CEMENT BASE SHAI..L CONFORM TO THE REQUREMENTS OF F DOT SPEC F CAT ONS, SECTION 270 THE SOIL CEMENT BASE SHALL BE COMPACTED TO 18t MAXIW.. DENSITY AT OPTIMUM MOISTURE MSHTO T 134 THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENS TY TESTS REQUIRED THE TEST RESUlTS SHALL EE ACCEPTED BY THE ENG NEER PRIOR TO APPL CAT ON OF THE PRIME /tHD TACK COATS THE PRIME AND TACK COAT CONSTRUCTION AND MATERALS FOR THE PRIME NilD TACK COATS SHALL CONFOR" TO THE REQUIREMENTS OF F DOT STANDARD SPECFlCATlONS SECTION 300 THE PR ME AKJ TACK COATS SHALL EE APPLIED PRIOR TO CONSTRUCTION OF THE ASPHALT SURFACE COURSE AND SHAI..L BE SNIlED 1HJ ROLLED N ACCORDANCE WITH SECT ON JOG APPLICATION RATES SHALL BE 01SOAL/SY FOR L1..EROCK BASE IHJ 0 25 GAL/SY FOR THE SOIL CEMENT BASE ASPHALT C CONCRETE SURF ACE COURSE SHALL BE AS SHOWN ON THE PLANS THE MATERIALS FOR THE ASPHALT CONCRETE SURF ACE COURSE SHALL CONFORM TO THE REOUR:MENTS OF F DOT STIKJMD SPECIFICATIONS SECTION 331 ALL GRADES SHOWN REFER TO F NISHED ASPHAI.. T PAVEMENT UNLESS OTHERWISE NOTED THE MATERIAL TO BE USED AS A ST ABIL ZER SHALl. BE SOl.. OF HIGH BEAR NG VALUE SUCH AS SNilD CLAY GROUND L1..ESTONE CRUSHED L1MEROCK OYSTER SHELL COQUINA SHELL ROCK SCREENNGS OR ANY OTHER MATERIAL WHICH IS SUTABLE FOR STABLZATION MUCK SHALL NOT BE USED AS STABLZING MATERlAI.. THE CMBONATE PRECIPITATES FR~ LIME SODA ASH WATER TREATNENT PLANTS LIME OR OTHER APPROVED MATERIAL WH CH WILL REDUCE PLASTICITY BY CHEMICAL REACT ON MAY BE MIXED N WITH THE ST ABlLIZING "ATER AL OR WITH THE MIXED ST IBILIZED SECTION OF THE ROADBED WHERE NECESSARY TO REDUCE THE PLASTICITY MATER AL HAVING A PLASTICITY tax AT MORE THAN 10 OR A LIQUI) LilT GREATER THAN 40 SHALL NOT BE USED ALL MATERIAL USED FOR STABLIZING THE ROADBED SHALL PASS A 3 112 INCH RING WHERE THE BEARING VALUE OF THE EXISTING SUBGRADE S ADEQUATE WITHOUT ADDIT ON OF STABILIZING MATERIAL THE SUBGRADE SHALL BE SCARIFIED AND DISCED HARROWED BLADED OR TLLED FOR REMOVAL OF BOULDERS ROOTS ETC TO ASSURE UNIFORM TY AND THOROUGH MIX NG OF MATERlAI.. TO THE FULL WDTH AND DEPTH OF REQUIRED STABLlZATION THE COMPACTED SUBGRADE SHALL CONFORM TO THE L NES GRADES AND CROSS SECTION SHOWN ON THE PLANS THE SUBGRADE TO BE ST ABIL ZED MAY BE PROCESSED IN ONE COURSE UNLESS THE EQl.FMENT IKJ METHODS BEING USED DO NOT PROVIDE THE REQUIRED UNIFORM TY PARTICLE SIZE LIMITATION C~PACTION IKJ OTHER DESRED RESUl. TS IN WHICH CASE THE ENGINEER WLL DIRECT THAT THE PROCESSlNC BE DONE IN MORE THAN ONE COURSE PRIOR TO THE BEGINNING OF STHIl. ZING OPERATIONS THE AREA TO BE STABIL ZED SHALL HAVE BEEN CONSTRUCTED TO AN ELEVATION SUCH THAT UPON COMPLETION OF ST ABL ZING OPERATIONS, THE COIf'LETED ST ABLlZED SUBGRADE SHALL CONFORM TO THE L NES GRADES AND CROSS SECTION SHOWN IN THE PLANS PRIOR TO THE SPREADING OF ANY ADDTIVE STAllLfZING MATERIAL THE SURFACE OF THE ROADBED SHALL BE BRDUGHT TO A PLACE APPROXIMATELY PMAI..l.EL TO THE PLANE OF THE PROPOSED F NISHED SURFACE THE ST IBILIZING MATERIAL SHALL BE APPLIED IN SUCH QUNilTITV AS IS NECESSARV TO PRODUCE THE REQUIRED BEMNG VALUE IT SHALL BE INCORPORATED WITH THE SUBGRADE BY PLOWItG DISCING HARROWING BLADING OR IIXING W TH ROTARY TILLERS UNTIL THE MIXED MATERIALS ARE OF A UNIFORM BEARING VALUE FOR THE FUlL WIDTH IHJ DEPTH OF THE COURSE BEFORE COMPACTION REGARDLESS OF THE CHARACTER OR BEARNG VALUE ALL MATERALS IN THE STABlUZING COURSE THAT WILL NOT PASS A 3 112 R NG SHALL BE REMOVED OR BROKEN DOWN TO A SIZE NOT LARGER THAN 3 112 INCHES CO..PACTION SHALL BE ACC~PLlSHED BY ROLL NG WITH ANY TYPE OF EQUIPMENT WH CH WLL PRODUCE THE REQURED DENSITY COMPACTION SHALL CONTINUE UNTl. THE ENTIRE DEPTH TO BE STABILIZED HAS A DENSITY OF NOT LESS THAN 18l!' OF THE MAXlMU.. DENSITY N ACCORDIiHCE W TH MSHTO T 180 FELD DENSITY TESTS SHALL BE MADE AT INTERVALS NOT GREATER THAN 500 FEET IN EACH COURSE OR LAYER THE BASE SHALL BE TRANSPORTED TO THE POINT WHERE IT IS TO BE USED OVER BASE PREVIOUSLY PLACED IF PRACTICMLE AND DUMPED ON THE END OF THE PRECEDING SPREAD HAUlING ova THE SUBGRADE AND DUMPING ON THE SUBGRADE WILL BE PERMITTED ONLY WtEN IN THE ENGINEER'S OPINION THESE OPERATIONS WLL NOT BE DETRIMENTAL TO THE BASE THE BASE SHALL BE SPREAD UNFORlI.. Y WITH EQU PMENT ACCEPT ABLE TO THE ENGINEER ALL SEGREGATED OR OTHERWISE UNACCEPTABLE AREAS SHALL BE REMOVED AND REPLACED WITH PROPER Y GRADED ROCK AFTER SPREADING IS COlotPLETED THE ENTRE SURF ACE SHALL BE SCARlFED AND THEN SHAPED SO AS TO PRODUCE THE REQURED GRADE THICKNESS Nt{) CROSS SECTION AFTER COMPACTION Lf'TS SHAI..L HAVE A MAXIUI COMPACTED TttCKNESS OF SIX INCHES. CO..PACTION SHOULD BE ACCOMPLISHED AT OPTIMU.. MOISTURE WHEN THE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO NSURE THE REQUIRED DENS TY WETTING OR DRYING WLL BE REQlRD ADDED WATER SHALL EE UNIFORMLY MIXED TO THE FULL DEPTH OF THE COURSE WH CH IS BEING COMPACTED BEFORE ANY BITUMINOUS MATERIAL IS APPLIED AI..L LOOSE MATER AL DUST DIRT CAKED CLAY AND FORE~N MATERIAL WItCH ..IGHT PREVENT PROPER BOM) WTH EXISTING SURFACE SHALL BE "OVED TO THE SHOULDERS FOR THE FULL W DTH OF THE APPLICATION PART CULM CME SHALL BE TAKEN TO CLEAN THE OUTER EDGE OF THE STAP TO BE TREATED N ORDER TO ENSURE THAT THE PRIME W LL ADHERE WHERE THE PRIME IS APPLIED ADJACENT TO CURB AND GUTTER OR VALLEY GUTTER SUCH CONCRETE SURFACES ME TO BE PROTECTED AND KEPT FREE OF BITUMINOUS MATER AL NO BITUMINOUS MATERlAI.. SHALL BE APPLIED WHEN THE TEMPERATURE OF THE,.. IS LESS THAN 40 DEGREES FAHRENHEIT IN THE SHADE AND FALLING OR WHEN IN THE OPINION OF THE ENGINEER THE WEATHER CONDITIONS OR THE CONDITION OF THE EXISTING SURF ACE IS UNSUT IBLE THE SURF ACE TO BE PRIMED SHALL BE CLEAN AND DRY FOR LIMEROCK BASES THE GLAZED FINISH SHALL BE REMOVED BEFORE THE APPLICATION OF PRIME COAT THE TEMPERATURE OF THE PRIlE MATERIAl.. SHILL BE BETWEEN 100 DEGREES FAHREtH: T AND 150 DEGREES FAHRENHEIT THE MATERIAL. SHAI..L BE APPLIED BY MEANS OF A PRESSURE DlSTR BUTOR THE AMOUNT OF B TUMINOUS MATER AL APPLIED SHALL BE AT A RATE NOT LESS THAN 0 115 GAL ISY FOR LIMEROCK BASES AND NOT LESS THAN 0.25 GAL ISY FOR SOl. CEMENT BASES THE RATE OF APPLCATION SHALL COAT THE SURFACE THOROUGHLY AND UNIFDRMILY WITHOUT HAVING ANY EXCESS TO FORM POOLS OR FLOW OFF THE BASE THE PRIME SHALL EE ALLOWED TO STIHJ WTHOUT SNONG FOR A PERIOD OF AT LEAST 48 HOURS IM..ESS OTHERWISE ORDERED BY THE ENG1NEER IF so ORDERED BY THE ENGINEER A L GHT UNIFORM APPLICATION OF CLEAN SAND SHALL BE APPLIED PRIOR TD OPENNQ THE PRIMED BASE TO TRN'FIC IN WHICH CASE THE SAND SHALL BE ROlLED WITH A TRAFFIC ROLLER IN CONJUNCTION W TH TRAFFIC TO CURE THE PR IotE COAT AFTER THE SAND COVER NG HAS BEEN APPLIED THE SURFACE "AY BE OPENED TO TRN'FIC f' WARRANTED BY TRN'FIC CONDITIONS IN THE OPINION OF THE ENGINEER THE APPL CATION SHAI..L BE "ADE ON:.Y ON ONE HALF THE WDTH OF THE BASE AT ONE TIME CARE BEING TAKEN TO SECURE THE CORRECT AMOUNT OF BITUMINOUS MATER AL AT THE JO NT DRAiNAGE NOTES ALL CORRUGATED ALUMINUM PIlE SHALL MEET THE REQUREMENTS OF F DOT SECTION 1145 AND AASHTO DESIGNATION M 1118 FOR TYPE I AND TYPE II PIPE P PE SHALL HAVE HELICAL CORRUGATIONS WITH RE ROLLED ENDS REINFORCED CONCRETE P PE SHALL MEET THE REQUIREMENTS OF F DOT ST IKJARO SPECIFICATIONS SECTION 1141 CONCRETE PPE SHALL BE CLASS IIIOR AS SHOWN ON THE PLANS PIPE GASKETS SHAI..L MEET F DOT STIKJARD SPECFICATIONS SECTION 142 PRIOR TO BACKFLLING THE DRAINAGE SYSTE" THE CONTRACTOR SHALL NOT FY THE ENCINEER AND THE C TY AND/OR COUNTY FOR INSPECTION BEDDING OF THE PIPE SHALL BE F DOT CLASS C OR BETTER REQUIR NG THE BOTTOM OF THE TRENCH SHAPED TO FIT THE BOTTOM OF THE PIPE FOR A DISTANCE EQUAl.. TO ONE HALF OF THE OUTSIDE DIAMETER OF THE PPE ALL PIPE SHALL BE CAREF'ULL Y LAO TRUE TO THE LINES IKJ GRADES GIVEN WITH HUBS UPGRADE AND TONGUE END FULLY ENTERED INTO THE HUB WHEN PIPE WITH QUADRANT REINFORCEMENT OR ClRCU..AR PPE WITH ELLIPTICAl.. REINFORCEMENT I.:l USED THE PIPE SHALL BE INSTALLED IN A POSITION SUCH THAT THE MANUFACTURER'S MARKS DESIGNATING TOP AND BOTTOM OF THE PPE SHALL NOT EE MORE THAN FIVE DEGREES FROM THE VERTICAL PLANE THROUGH THE LONGITUDINAl.. AXIS OF THE PPE ANY PIPE THAT IS NOT IN TRUE ALIGNMENT OR WHICH SHOWS ANY SETTLEMENT AFTER LAYING SHALL BE TAKEN UP Nt{) RELAID WITHOUT ADDITIONAL CO..PENSATION JOINTS FOR REN'ORCED CONCRETE STORM DRAINS AND cu.. VERTS SHALL BE FOR ROUt<<) PIPE RUBBER GASKETS MEETING THE REQI.&MENTS OF SECTION 4JO 7 2 141 1 5 AND 942 1 FLORIDA DEPARTMENT OF TRANSPORTATION ST ANDMD SPEC FICATIONS FOR ROAD IKJ BRl)GE CONSTRUCTION SHALL BE USED PERFORATED lIIJERDRAIN PIPE FOR THE STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED AT THE LOCATIONS SHOWN FOR EXf'IL TRATION TRENCH ON THE PLANS PERFORATED lIIJERDRAIN PIPE SHALL EE 380 DEGREE PERFORATED AND SHALL BE EITHER CORRUGATED ALUMlNUW PPE AND MEET THE REQUIREMENTS OF F DOT STANDARD SPECF'ICATIONS SECTION 1415 AND MSHTO M 118 DES GNATION FOR CORRUGATED ALUMINIM CULVERT PfIE AND UNDERORAINS OR SHALL BE SOCK WRAPPED POLYETHYLENE PfIE AS MANUFACTURED BY ADS OR EQUlVILENT ALU" NUM P PE SHALL HAVE HELICAL CORRUGATIONS WITH RE ROLLED OOS THE FILTER MEDIA SHALL BE AS DESCRIBED IN CURRENT F DOT STANDARD SPECIFICATIONS SECTION 101 OR AS REQUIRED BY GOVERNMENTAL AGENCY HAVING JUR SDICTION IKJ PERMITTING THE DRAINAGE SYSTEM AND SHALL BE FURN SHED IKJ INSTALLED ACCORDING TO DET ALS SHOWN ON THE PLANS THE FL TER MEDIA SHALL BE LAID IN 8 LAYERS TO A LEVEL 12 OVER THE TOP OF THE PERFORATED UNDER DR~ PIPE OR TO THE LEVEL DENOTED IN THE DET ALS ON THE PLANS THE TOP BOTTOM AND BOTH SIDES OF THE FL TER MEDIA SHALL BE COVERED WITH MIRN' 140H OR APPROVED F DOT EQUAL FOR THE FULL LENGTH OF THE MED A IN..ESS OTHERWISE SHOWN ON THE PLANS THE MO STURE CONTENT OF THE FILTER MED A SHALL BE MAINTAINED AT A LEVEL SUFFICIENT TO PREVENT PARTICLE SEGREGAT ON ....E LOADING HAULING AND PLACING ALL WORKMANSH P AND MATERIAL SHALL CONFORM TO THE STANDARDS OF THE UTILITY PROVDNG SERVICE NO PHYSICAL CONNECTION OF NEW WATER MAINS TO ACTIVE WATER MAINS SHALL BE MADE UNTIL SUCH TIME THAT THE NEW MAINS ARE CONFIRMED TO EE BACTER OLoGICALL Y SAFE AND THE FOE P RELEASE HAS BEEN OBTAINED TEMPORARY CONNECTIONS OF IEW MAINS TO ACTIVE MAINS FOR THE P\H3OSE OF FILLING AND FLUSH NG SHALL BE MADE BY A METHOD DEEMED ACCEPT ABLE TO THE UTILITY PROVDNG SERVICE ALL WATER MAINS SHALL BE DESIGNED FOR A MINIMUM WORK NG PRESSURE OF 150 PSI AND HAVE CO..PRESSION TYPE BELL AND SPIGOT JOIITS THE WATER SYSTEM SHALl. BE CLEANED DISINFECTED PER ANSIIAWWA CB51 19 AND TESTED FOR A PERIOD OF NOT LESS THAN 2 HOURS AT 150 PS N ACCORDANCE W TH ANSI/AWWA STNilDARD C80D 91 AND PER AWWA MANUAl.. M23 W TH AN ALLOWABLE LEAKAGE AS DETERMINED BY THE FOLLOW NG FORIIJLA. FOR PVC MAINS 05 L SD P 1133 200 WHERE COP FORMULA> L Al..LOWABLE LENCAGE IN GAl..LONS PER H~ S PIPE LENGTH IN FEET D NO..w.. D AMETER OF PIPE IN INCHES P AVERAGE TEST PRESSURE IN PSI USE 90 t OF THE ABOVE LEAKAGE FORIIJLA WHEN USING PVC P PE RESTRAINED JOINT PIPE IS SPECIFIED ON PLANS IT SHALL BE INSTALLED TO MEET THE REQUIREMENTS OF THE PPE MANUFACTURER AND THE UTLITY DEPARTMENT AI..L BACKFILL UNDER FUTURE PAVED AREAS SHALl BE PLACED IN 12 COMPACTED Lf'TS AND COMPACTED BY MECHNllCAl.. MEANS TO 98t MAXIMUM DENSITY TO PREVENT FUTURE SETTLEMENT BACl<FILL IN NON TRAFFIC AREAS SHALL BE COMPACTED TO 1St MAXIMUM DENSITY BOTH COMPACTION REQI.&MENTS SHALL BE N ACCORDANCE W TH AASHTO T 180 METHOD D SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF CONNECT ON POINTS TO BULDING WATER SERVICES DUCTLE IRON PIPE (DIP) CLASS 350 OR AS NOTED ON PLANS SHALL BE CEMENT LINED AND SEAL COATED IN ACCORDANCE WITH ANSIIAWWA STANDARD C151/112151 02 AND C104/1121 4 03 MAINS SHALL BE LAID WITH A ....uM OF 36 CLEM COVER DUCTLE IRON FITTINGS SHALL BE CLASS 350 THROUGH 24 AND a.ASS 250 IN SIZES J()' IKJ LARGER PER AWWA C1SJ OR 0110 ALL FITTINGS SHALL BE CEMENT LINED AND SEALED THE SAME AS PIPE IN ACCORDANCE WITH ANSII AWWAC1D41 1121 4 ALl F TTINGS SHILL BE MECHANICAl. JOINT AI..L LOADING OR UNLOADING OF PPE FITTINGS VALVES AND ACCESSOR ES SHALL BE DONE IN SUCH A MANNER SO AS TO AVOI) DAMAGE THE PIPE SHILL NOT BE SKIDDED OR ROLLED AGAINST PPE ALREADY lH..OADED THE INTERIOR OF ALL PIPE FITTINGS IHJ OTHER APPURTENANCES SHALL BE KEPT FREE OF OIRT AND FOREIGN MATTER AT ALL TIMES PIPE SHALL BE FLUSHED CLEAN BEFORE VALVES IKJ OTHER APPURTENANCES ARE INSTALLED ALL PPE SHALL BE LAD TO LINE AND GRADE WITH VALVES AND HYDRANT STEMS PLUIII ALL PPE SHALL HAVE A MNMUM COVER OF 311 INCHES ALL PIPE WAINS SHILL BE NSTALLED WTH METALLIC DENTFlCATION TAPE 8 OVER MAIN AND 12 BELOW GRADE THE TRENCH SHALL HAVE A FLAT BOTTO" CUT TRUE AND EVEN SO THAT THE BARREL OF THE PIPE SHALL BEND TS FULL LENGTH IN GENERAL TRENCH EXCAVATION SHALL CONFORM TO THAT PORTION OF THE SPECIFICATIONS UNDER THE HEADING 'EXCAVATION IKJ BACKFILLING FOR UTILITY SYSTEMS ALL M~ LINES IKJ BIWICHES SHALL BE FLUSHED CLEAN Of SAND DEBRIS OR 1HY OTHER FORE GN MATERIAL EEFORE STARTING THE STERlLIZATION PROCESS A TAP SHALL BE PROVIDED LARGE ENOUGH TO FEED THE CH..ORINE SOLUTION PRIOR TO DISINFECTION THE P PE SHALL BE FULL OF WATER WITH AI..L AIR PURGED FROM THE SYSTEM FOLLOWING A FLUSHING OPERATION JOINTS FOR BELL AND SPIGOT DUCTILE IRON PIPE IKJ FITTINGS SHALl BE MECHANICAL OR RUBBER GASKET CE THER ON SPIGOT OR IN BELl) COMPRESSION TYPE AS SPECIFIED IN ACCORDANCE WITH ANSI/AWWA STIHJARD C111/112111 00 SPECIAl.. FITTINGS AND JOINTS SHALL BE CONSIDERED FOR SPECF'IC INSTALLATION POL YVlilYL CHLORIDE CP V C ) PIPE SHALL CONFORM TO ANSIIAWWA STANDARD ClOD 17 AND BEAR N S F SEAL FOR POTABLE WATER USAGE P V C PRESSURE PIPE SHALl BE MADE FROM CLASS 12454 A OR CLASS 12464- B VftGIN CO..,.OUNDS AS DEFINED IN ASTM D 1784 WTH AN ESTABLISHED HYDROSTATIC DESIGN BASIS (HOB) RATING OF 4000 PSIFOR WATER AT 734 FAHRENHEIT PfIE WITH WALL THICKNESS OF DR 18 SHALL HAVE THE OUTSIDE DIAMETER COD) OF CAST IRON PIPE P V C POT IBLE WATER MAINS SHALL BE BLUE N COLOR JOINTS FOR P V C PRESSURE PIPE SHALL BE PUSH ON RUBBER GASKET TYPE ONI.. Y NO SOL VENT WELD OR THREADED JOINTS WLL BE PERYTTED P V C FITTINGS SHALL BE MONOLITHC CONSTRUCTION AND OF THE TYPE SPECIFIED BY THE MANUFACTURER OF THE PIPE BEING USED BACTER OLOG CAL REPORTS MUST REFLECT THE CHLORINE RESDUAI.. AT TIME OF COLLECTION IFREE ACTIVE/COMBINED AV A1LABlEI GATE VALVES 2 AND LARGER SHALL COlotPLY WTH ANSIIAWWA STANDARD C~ 01 IKJ SHALL HAVE THE FOLLOWING DES GN STANDARDS ALL GATE VALVES ARE TO BE IRON BODY BRONZE MOUNTED NON RISING STE" OPENING LEFT CCOUNTER CLOCKWISE) RESILIENT SEAT VALVES, SOLID WEDGE TYPE GATE VALVES 3 10 SHALL HAVE A MAXIMUM WORKING PRESSURE OF 200 PSI/tHD BE TESTED AT 400 PSI VALVES 12 48 SHALl BE BUTTERFLY VILVES GEAR ACTIVATED IN ACCORDANCE WITH ANSI/AWWA ST/tHDMD C50400 AND HAVE A MAXIMUM WORKING PRESSURE OF 150 PSI IKJ BE TESTED AT 300 PSI NON GEARED VALVES SHALL BE FURNISHED WITH 0 RING PACK NG (TWO 0 RINGS) THE OISK MECHANISM SHALL BE DESIOftED SO THAT THE SEATING PRESSURE IS APPLIED EQUAl..L Y AT FOUR SEPARATE CONTACT POINTS NEM THE OUTER EDGE OF EACH DISK OR IN THE CMIIE OF FULLY REVOlVING OISK VALVES TItS SHALL BE ACCOMPLISHED BY TWO FLAT RECTANGULAR CONTACT STAPS PRODUCING AN EQUIVALENT EFFECT THE UPPER CONTACT STRP SHALL EE FACED W TH STAINLESS STEEL THE TYPE OF EN) CCNlECTION SHALL BE DETERMINED BY THE TYPE OF PPE USED GATE VALVES UNDER 2 IN SIZE SHALl EE BRONZE CONFORIING TO M S S STNl>ARD PRACTICE SP 37 THEY SHALL BE DOUBLE DISK NOH RISING STE" OPEN LEFT (COUNTER CLOCKWISE I WITH OPERATIi/C WHEEL PEWTER NI) POT METAL OPERATING WHEELS SHALL NOT BE PERMITTED GATE VALVES SHALl. MEET FEDERAl.. SPECIFICATION WW V 54 TYPE I CLASS A. VALVE BOXES SHALL BE CAST IRON EXTENSION TYPE W TH NOT LESS THAN 5 DIAMETER SHAFT AND WITH COVERS "MKED WATER SERVICE UNES WATER SERVICES SHALL BE POLYETHYLENE TUBING COMPLYING W TH APPLICABLE REQUREMENTS OF PE JOJ4 MATERIAl.. SHALL BE AS DESCR BED IN AST" D 2737 AND HAVE A STANDARD DIMENSION RATIO CSDR) OF 90 ANa SHALL CON"ORM TO ANSI/AWWA STANDARD CI01 JOINTS FOR POLYETHYLENE TUBING SHALL BE OF THE COIFRESSION TYPE UTIlIZING A TOTALLY CONF'IIIED GRIP SEAL AND COUPLING NUT STAIIiLESS STEEL TUBE STFFENER INSERTS SHALL ALSO BE USED FOR P E TUBING SERVICES OTHER SERVICE MATERIALS MAY BE CONSI)ERED FOR SPECF'IC INSTALLATIONS lJION SUBMISSION OF SPECIFICATIONS AND APPROVAL OF THE ENGINEER WATER SERVICES SHALL BE "ARKED IN CURBS WATER SERVICES UNDER STREETS SHALL BE SLEEVED IN CLMIIS 180 PVC SERVICE SADDLES SHALL BE IRON BODIED EPOXY COATED WITH DOUBLE STAINLESS CONTRACTOR SHALL INSTALL WATER METER BOXES PLASTIC WITH METAL LIDS FIRE HYDRANTS ALL ARE HYDRANTS SHALL MEET THE CITY OR COUNTY APPRDVED MANUF ACTlRERS LIST AS STATED N THE DEVELOP"ENT CODE ALL FIRE HYDRANTS SHALL CO"PLY WITH ANSI/AWWA STANDARD C50294 IHJ THE FOlLOWING DES GN STANDARDS FIRE HYDRANTS SHAI..L BE OF THE COMPRESSION TYPE OPENING AGAINST THE PRESSURE AND CLOSING WITH THE UNE PRESSURE WITH A!5 114 VALVE OPENING THE HYDRANT SHALL BE EQUIPPED WITH 2 2 112 AND 1 4 112 NOZZLES FIRE HYDRANTS SHALL BE FURNISHED WITH A SEALED OIL OR GREASE RESERVOIR LOCATED IN THE BOHNET SO THAT ILL THREADED IKJ BEARING SURF ACES ARE AUTOMAT CALLY LUBRICATED WHEN THE HYDRANT IS OPERATED THE HYDRAIIIT WILL EE DESIGNED FOR DISASSEMBI.. Y BY USE OF A SHORT DlSASSEIIl. Y WRENCH OR THE HYDRANT SHOE SHALL HAVE INTEGRAL CAST TIE MCK LUGS ON THE MAIN VALVE TO PERMIT THE MAIN VALVE ASSEMBLY AND VALVE SEAT TO BE REMOVED WITHOUT DIGGING EARTH OR OISASSEMIl.ING THE HYDRANT BARREL FIRE HYDRANTS WLL BE FUlWSHED W TH A BREAKABLE FEATURE THAT WILL BREAK a.EANI... Y UPON I..PACT THIS SHALL CONSIST OF A TWO PMT BREAIC1BL.E SAFETY FLANGE WITH A BRENCABLE STE" COUPLING THE UPPER IKJ LOWER BARRELS SHALL BE FLUTED IKJ RlEED ABOVE AND BELOW THE SAFETY FLANGE OR HAVE AN EXTRA STRENGTH LOWER BARREL THE FRE HYDRANT INTERNAL VALVE SHAI..L BE 5 114 MINI....... THE PENTAGON"'" OPERATING NUTS AND THE CAP NUTS SHALL BE 1112 POINT TO FLAT DRAIN YALVE OUTLETS FOR THE HYDRANTS SHALL BE PLUGGED OR OMITTED CHAINS FOR THE CAPS SHAI..L ALSO BE O..ITTED THE HYDRANTS SHALL OPEN CCUfTER CLOCKWISE AND THE DIRECTION OF OPENING SHALL BE CAST ON THE TOP THE BURY LENGTH MEASURED FR~ THE BOTTON OF THE CONNECTING PIPE TO THE GROUND LINE AT THE HYDRANT SHALL EE THREE FEET S X INCHES (42 I M NI.... OR AS REQUIRED BY PLAN THE HYDRANT SHALL BE EQUIPPED W TH A 8 MINIMUM MECHANICAL JOINT BASE INLET UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AI..L FIRE HYDRANTS SHALL BE SET 8 FEET IN FROM ALL EDGES OF PAVENENT MINIMUM REFLECTIVE BLUE MARKERS SHALL BE PLACED IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK FIRE HYDRANT LOCATIONS FITTINGS METER VALVES SHALL BE CLOSED BOTT~ DESIGN IHJ RESILIENT 0 RING SEALED AGAINST EXTERNAL LENCAGE AT THE TOP SHUT OFF SHALl. BE N'FECTED BY A RESILIENT PR~ ACTUATED SEAL SO POSITIONED IN THE PLUG AS TO CO"PLETEL Y ENCLOSE THE FLOW WAY IN THE CLOSED POSITION THE RET SIDE OF ALL WETER VILVES SHALL HAVE A COIFRESSION TYPE mTING AS SPECIFED FOR JOINTS ABOVE METER VILVES FOR METER SIZES r IKJ lJ'IlER SHALL BE EQUPPEO WITH A METER COUPLING NUT ON THE OUTLET SlJES METER VILVES FOR 1112 AND 2 METERS SHALL HAVE FLANGED CONNECT ONS ON THE OUTLET S DES ALL METERS SHALL BE SET AT THE EDGE OF PAVEMENT OR BACI( OF SDEWALK UNLESS OTHERWISE SHOWN ON THE PLANS CURB STOPS SHALL HAVE TEE HEAD SHUT OFF W TH LOCK WING CURB STOPS SHALL BE MADE OF BRASS ALLOY N ACCORDANCE WITH AST" SPEC F CAT ON B82 B2A. METER VALVES AND CORPORATION STOPS SHALL BE OF BRONZE CONSTRUCT ON IN ACCORDANCE WITH ASTM SPEC F CATION 862 82A. RET TtflEAD FOR METER VALVES AND CURB STOPS SHALL BE AWWA TAPER THREAD IN AI..L SIZES IN ACCORDANCE WITH ANS/AWWA STANDARD C800 81 OUTLET CONNECTONS SHALL HAVE A C~PRESSION TYPE F TT NG SAME AS VALVES STEEL TAPPING SLEEVES SHALL HAVE A WELDED STEEL BODY WITH FLAT FACED STEEL FLANGE RECESSED FOR A TAPPING VALVE IN ACCORDANCE W TH M S S. STANDARD SP 60 GASKETS SHALL BE NEOPRENE 0 R NG TYPE W TH SOME TYPE OF GASKET RESTRAINT INCORPORATED IN THE SLEEVES CAST IRON OR DUCTLE IRON TAPPING SlEEVES SHALL BE OF THE MECHANICAL JOINT TYPE HAVING A FLAT FACED D I FLANGE RECESSED FOR A TAPPNG VALVE AI..L END AND SIDE GASKETS SHALL BE TOT AI..L Y CONFINED WATER AND SEWER PIC PIPE TRACING WIRE MD TAPE NOTES PIPE WARN NG TAPE SHALL BE LOCATED 18 INCHES BELOW F N SHED GRADE FOR ALL PIPES AI..L PVC PPE SHALL BE NST ALLED WITH 14 THHN COPPER TRACING WIRE LOCATED BELOW TRACING WM MUST BE BROUGHT TO THE GROUND SURF ACE EVERY 500 FEET W RE SHALl. BE INSTALLED ON ALL ..AlNS SERV CES F RE HYDRANTS IKJ F TTINGS ILL SEWER PIPES SHALL BE TRUE TO LINE AND GRADE W TH BELLS UPGRADE THE SECTIONS OF THE PfIE SHALL BE SO LAID IKJ FTTED TOGETHER THAT WHEN C~PLETE THE SEWER SHALL HAVE A SMOOTH AND UN FORM INVERT THE P PE SHALL BE MAINTAINED CLEAN SO THAT THE JOINTING COlFOUNDS WILL ADHERE ALL PIPE SHILL BE FREE FROM DEFECTS TRENCHES SHALL BE KEPT DRY ....E THE P PE IS BE NG LAID BEDD NG OF THE PIPE SHALL BE F DOT CLASS C OR BETTER REQUIR NG THE BOTTOM OF THE TRENCH TO BE SHAPED TO F T THE BOTTO" OF THE PIPE FOR A DISTANCE EQUAL TO ONE HALF OF THE OUTS DE DIAMETER OF THE PIPE BELL HOLES SHILL BE DEEP ENOUGH TO NSURE PROPER BEARING OF THE P PE BARREL ON THE BEDDING SEWER & DRAINAGE STRUCTURESo AI..L JOINTS SHALL BE CAREFULLY FITTED SO AS TO INSURE A T GHT WATERPROOF JOINT JO NTS SHALL NOT BE COVERED UNTIL APPROVED BY THE ENGINEER THE EXPOSED END OF ALL PIPE SHALL BE PROTECTED SO AS TO PREVENT DIRT OR OTHER DEBR S FROM ENTERING THE PIPE PIPES SHAl..L BE THOROUGHLY FLUSHED AT THE COMPLETION OF THE WORK ALL CONNECTIONS WHCH ARE FDR FUTURE USE SHILL BE PROPERLY CAPPED NO PIPE SHALl. BE CUT FOR CONNECTIONS lH..ESS APPROVED BY THE ENe NEER WYES FOR SERV CE CONNECTIONS SHILL BE INSTALLED AS SHOWN ON THE PLANS THE UPPER END OF SERVICE CONNECTIONS SHALL BE LAID AT A DEPTH NOT LESS THAN 3D INCHES NOR MORE THAN 48 INCHES BELOW FNSH GRADE ELEVATION CLEANOUTS CONSISTING OF WYE RISER AND CAP SHALL BE INSTALLED AT 711 FOOT INTERVALS ON LONG LATERALS LIFT HOLES THROUGH PRECAST STRUCTURES ARE NOT PERM TTED ALL CEMENT USED ON SEWER AND DRAINAGE STRUCTURES SHALL BE A TYPE II PORTLAND CEMENT CONFORMING TO AST" SPECFICATION C 150 AND MSHTO DES CNATION .. 85 IM..ESS OTHERWISE SPECIFIED ON THE PLANS MAIIIiOI..ES SHALL BE PRECAST CONCRETE SECTIONS OR PRECAST CONCRETE SECTIONS WITH CLAY BRICK SECTIONS TO A POINT 12 INCHES BELOW FNSHED GRADE RIM ELEVATION CHANNELS SHALL BE ACCURATELY AND SMOOTHLY FORMED IKJ IN ACCORDANCE WITH THE PLANS CHANNELS "AY BE CONSTRUCTED OF CONCRETE WITH TROWEL FINISHED SURFACES THE UPPER SURFACE OF THE MANHOLE BOTTOM SHALL BE SLOPED TOWARD THE CHANNELS AS SHOWN ON THE PLANS CHANNELS SHALl HAVE A M N IUot DEPTH OF AT LEAST SEVENTY FIVE PERCENT C75lt'> OF THE RESPECTIVE P PE DIAMETER AND THE TOP WIDTH OF THE CHANNEL SHALL BE EQUAL TO OR GREATER THAN THE NS DE DIAMETER OF THE OUTLET P PE MORTAR FOR USE IN CONSTRUCTING AND PLASTERING SEWER STRUCTURES SHALL CONFORM TO ASTM C 270 SPECIFICATIONS FOR MORTAR FOR UNT MASONRY A PORTLAND CEMENT HYDRATED LIME .. XTURE OR A "ASONRY CE"ENT MAY BE USED PROVOED THAT THE SAME MATERIALS ARE USED THROUGHOUT THE PROJECT MORTAR MATER ALS SHALL BE PROPORTIONED BY VOLUME AND SHALL CONSIST OF ONE PART TYPE PORTLAND CEMENT TO TWO PARTS AGGREGATE CSANDI PORTLAND CEMENT SHALL CONFORM TO ASTN C 1SO SPECIF CATIONS FOR PORTLAND CEMENT AGGREGATE SHALL CONFORM TO AST" C 144 SPEC FICAT ONS FOR AGGREGATE FOR WHERE THE CROWN OF THE PPE IS BELOW THE NATURAL GROUND WATER TABlE AT THE TIME IKJ PLACE OF TESTING THE P PE SHALL BE TESTED FOR NFL TRATION SUITABLE WATER TIGHT PLUGS SHALL BE NSTAl..LED AND SECTIONS OF PIPE TO BE TESTED SHALl BE PUMPED DRY BEFORE THE START OF THE TEST WHERE THE CROWN OF THE PIPE S ABOVE THE NATURAL WATER TABLE THE PIPE SHALL BE TESTED FOR EXFILTRATION BY INSTAl..LING IECESSARY PLUGS MID FILLING PPES AND MANHOLES WITH WATER IKJ MAlNTAlNNG A STATIC HEAD OF WATER OF TWO FEET ABOVE THE CROWN OF THE PIPE DURING THE TEST EXFL TRATlON TEST SHALL BE CONDUCTED ON GRAV TY LINES BUILDNG AND HOUSE LATERAL LINES lH..ESS WAIVED BY THE UTILITY INFL TRATION AND EXF L TRATION LEAKAGE SHALL NOT EXCEED 20D GALLONS PER INCH OF PPE DIAMETER PER M LE PER DAY FOR ANY SECTION OF THE SYSTEN TEST NG SHILL BE PERFORMED WITH A loiN.... POSIT VE HEAD OF 2 FEET WHEN N"PROVED BY THE UTILITY AIR TESTING OF LINES ABOVE THE WATER TABLE WILL BE ACCEPTABLE ALL VISIBLE LEAKS.!. REGARDLESS OF RESULTS OF N'"1l TRATION OR EXFIL TRATION TEST~ SHALL BE REPAlREu ALL REPAIRS SHOWN IECESSARY BY THE TESTS ARE TO BE MILIt. BROKEN OR CRACKED PIPE REPLACED ALL DEPOSITS REMOVED THE SEWER LEFT TRUE TO L NE AND GRADE AND ENTIRELY CLEAN FREE FROM LUMPS OF CEMENT PROTRUDING CASKETS BULKHEADS ETC IKJ READY FOR USE BEFORE FINAL ACCEPT AlllCE IS MADE REPAIR OF ANY DEFECTS FOUND IN THE SYSTEM ARE TO BE COMPLETED AT THE EXPENSE OF THE CONTRACTOR THE GRAY TY SEWER LINES SHALL EE TESTED FOR DEFLECTION AFTER AT LEAST 30 DAYS FROM INSTALLATION NO PPE SHALL EXCEED A DEFLECTION OF lit USING A RIGID BALL OR MNtlREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS THAN 15X OF THE BASE NS DE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE P PE DEPENlING ON ASTN SPECFCATIONS FOR WHQl THE PIPE IS MANUFACTlRED IHJ PERFORWoIG THE TEST WITHOUT MECHANICAL PUlLING DEV CES FORCE MAIN PRECAST MANiOLE SECTIONS SHALl CONFORM TO ASTM C 478 SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLE SECT ONS AS MOOF ED HERETO CONCRETE SHALL ATT~ A MINIMUM C~PRESSNE STRENGTH OF 4000 PS AT 28 DAYS MINIW.. WALL THICKNESS SHALL BE 8 INCHES AND M NI....... INSIDE D AMETER SHALL BE 48 I<<:HES THE INSIDE OF ALL MNtIOLES SHALL BEAR THE APPROVAL OF A CERTIFIED TESTING LABORATORY WHEN DELIVERED TO THE JOB SITE IN..ESS OTHERWISE SPECIFIED ON THE PLANS ILL JOINTS SHALL BE MADE WITH NEOPRENE OR RUBBER 0 RING COMPRESSION JOINTS MASTIC JOINT SEALING COMPOUN) OR APPROVED EQUAL AFTER ASSE"BL Y ALL JOINTS SHAI..L BE FILLED W TH MORTAR AND POINTED TO PROV DE A S"OOTH SURF ACE WITHOUT JOINT VOIDS THE BASE AND WAl..LS THAT COMPOSE THE BOTTO" SECTION OF PRECAST MNtIOLES SHALL BE OF MONOL THIC CONSTRUCTION 8 INCHES THICK AND THE EDGE OF THE BASE SLAB SHALL PROJECT A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE DIAMETER HOLES FOR PPING SHALL BE 3 INCHES LARGER THAN THE OUTSIDE DIAMETER OF THE RESPECTIVE PIPES AFTER THE PfIE S SET THE VOID SPACE BETWEEN THE PPE AND THE HOLE PERI..ETER SHALL BE COlotPLETEL Y F LLED W TH NON Sl-RICIIG QU CK SETTNG WATERPROOF CEMENT MORTAR AND STRUCK SMOOTH KOR N SEAL BOOTS CAN lIE USED AS AN ALTERNATE THE .. NIMUM HEIGHT OF PRECAST BASE SECT ON SHALL BE 3B NCHES HOWEVER NO HOLES FOR PIP NG SHALL BE CAST LESS THAN B INCHES FROM THE TOP OF THE BASE SECT ON OR LESS THAN 2 INCHES ABOVE THE TOP OF THE BASE SLAB THE CONTRACTOR SHALL FURN SH THE ENGINEER SHOP ORAWltGS OF THE PRECAST lINKILES (AND CERTIFICATION FROM A TESTING LABORATORYI FOR APPROVAL SHOP DRAWINGS SHOUlD ILLUSTRATE ALL DIMENS ONS REN'ORCEMENTS AND SPECIFICATIONS FOR THE COMPLETE MANHOLE IRON CASTINGS SHALL CONFORM TO ASTM A 48 SPECIF CAT ONS FOR GRAY IRON CASTINGS AND SHALL BE CLASS 30 FRAMES AND GRATES MAY BE CLASS 20 ALL CASTINGS SHALL BE TRUE TO PATTERN IKJ DIMENSIONS FREE FR~ FAULTS OR DEFECTS AND WELL CLEANED IKJ PAINTED WITH COAL TAR P TCH VARNISH BEAR NG SURFACES BETWEEN CAST FRAMES COVERS IHJ GRATES SHALL BE MACHINED AND F TTED TOGETHER TO ASSURE A TRUE IHJ EVEN FIT WITHIN AREAS OF VEHCULAR TRAFFIC THE F'RAMES COVERS IKJ GRATINGS SHALL BE MACHINE GROUND SO THAT IRREGULARITY OF CONTACT WILL BE REDUCED TO A ....U.. /tHO WLL BE AI..L PIPE AND ATTINGS INTENDED FOR CONVEYING OR TRANS" TTING RAW SEWAGE SHALL BE DESIGNED FOR A MINIMUM WORK NG PRESSURE OF 150 PSI POLYVINYL CILORlDE CP V C) PFE SHALL CONFORM TO ANSIIAWWA STANDARD CIlOO 81 AND BEAR N S F SEAL FOR POTABLE WATER USAGE P V C PRESSURE PFE SHALL BE MADE FROM CLASS 12454 A OR a.ASS 12454 B VIRGIN COIFOUNDS AS DEFIlED IN ASTM 01784 WITH AN ESTABLSHED HYDROSTATIC DES~N BASIS CHOB) RAT NG OF 4000 PSI FOR WATER AT 73 4 FAHRENHEIT PPE WITH WALL THlCKIESS OF DR 25 SHALL HAVE THE OUTSIDE DIAMETER (00) OF CMIIT RON PIPE P V C FORCE MAINS SHALL BE GREEN N COLOR ALL PIPE SHALL BE LAID TO LINE AND GRADE WITH VALVES PLUMB AI..L P PE SHALL HAVE A M NIMUM COVER OF 3D INCHES AI..L PIPE MAINS SHALL BE INSTALLED WITH METALLIC IDENTIFICATION TAPE 8 OVER IHJ 12 BELOW GRADE JO NTS FOR P V C PRESSURE P PE SHALL BE BELL AND SPlCOT PUSH ON RUBBER GASKET TYPE ONlY DUCTILE IRON PIPE CDPI CLASS 50 OR AS NOTED ON PLANS. MAINS SHALL BE LAID WITH A WINIMI* OF 3D CLEM COYER DUCTILE IRON FITTINGS SHALL BE CLASS 350 T~UGH 24 AND CLASS 250 IN SIZES 30 AND LARGER PER AWWA 0153 OR C110 ALL ATT NGS SHALL BE MECHANICAl.. JOINT ALL IRON FITTINGS AND DUCTILE IRON PPE SHALL BE SLPPLlED BY THE MANUFACTURER WITH A 16 MIL EPOXY LINING INSIDE AKJ THE EXTERIOR SHALL HAVE A BfTUMINUS COAT NG TO A DRY THICKNESS OF 1 0 MIL MINI..UM CONTRACTOR IS TO PREVENT INTRODUCTION OF DEBRIS OR DIRT INTO EXISTING STORM DRAINAGE AKJ/OR SAN T ARY SEWER SYSTEM AS A RESULT OF CONSTRUCTION ACT VlTES ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FtW.. INSPECTION AND THE FORCE MAIN SYSTEM SHALL BE TESTED FOR A PERIOD 01" NOT LESS 2 HOURS AT 100 PS IN ACCORDANCE WITH ANSl/AWWA STANDARD CBOO 87 AND PER AWWA MANUAL M23 WITH AN ALLOWABLE LEAKAGE AS DETERMINED BY THE FOLLOWING FORIIJLA FOR P V C MAINS 011 L OISOP /133200 WHERE L ALLOWABLE LEAKAGE IN GALLONS PER HOUR S P PE LENGTH IN FEET o . NOMINAL 0 AMETER OF PIPE IN INCHES P AVERAGE TEST PRESSURE N PSI LOCATION OF DRAINAGE IKJ SANTARY SEWER STRUCTURES GOVERN ADJUST PIPE LENGTHS AS REQURED WALL RElNFORCE..ENT AND TH CKNESS FOR PRECAST STRUCTURES SHALL BE IN ACCORDANCE W TH ASTM C 478 MORTAR USED TO SEAL THE PFE INTO THE WALLS OF THE PRECAST STRUCTURES WLL BE OF SUCH A MIX THAT SHRN<AGE WI.L NOT CAUSE LEAKAGE IN OR OUT OF THE STRUCTURES. THE MAXIMUM OPENING THROUGH WALLS FOR PIPE SHALL BE THE MAXIMUM REQURED OCJTSI)E D ANETER PLUS a ALL MANHOlES SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL REST ON A FRM CAREFUlLY GRADED SUBGRADE WHIQl SHALL PROVIDE UNIFORM BEARING lIIJER BASE ALL JOINTS SHALL BE WATERTIGHT ALL JOINTS SHALL NOT BE COVERED UNTL INSPECTED AND APPROVED BY THE ENGINEER IHJ OTHER APPLICABLE IUTHOR TIES ALL PPE SHILL BE LAID N A DRY TRENQl ALL "UCK OR OTHER UNSUITIBLE IIATERIAL ENCOUNTERED N TRENCH BOTTOM SHALl. EE REMOVED AND BACKFLLED W TH GRANULM MATERIAL COMPACTED TO 18lC OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T 180 METHOD 0 SHOP ORAW NGS FOR ILL STRUCTURES AND MATERtALS TO BE USED ON THE PROJECT SHALL BE SUBMITTED TO THE DESIGN ENGINEER AND THE RESPECTIVE ENGINEERING AND UTIL TY DEPART"ENTS FDR APPROVAL PRIOR TO CONSTRUCTION OR NSTILLATION CONTRACTOR SHALL MAINTAIN ONE CLEAN SET OF APPROVED CONSTRUCTION PlANS FOR RECORDING OF AS BUILT CONDITIONS AS THE WORK PROGRESSES THIS SET SHALL BE SUBIITTED TO THE ENGINEER AS PART OF THE PROJECT CLOSE OUT INTERRUPTION OF EXISTING 1ITILfflES ANY CONSTRUCTION WORK THAT REOUIRES INTERRUPTION OF SERVICE TO ANY CUSTOMER SHALL BE DDNE SO WITH A "INIMU" OF SEVENTY TWO (721 HOUR NOTICE TO AND WRITTEN APPROVAL BY THE APPROPRIATE UTILITY COMPANY THE CONTRACTOR SHALL ARRANGE A "EETING WITH THE COUNTY OTHER GOVERNING AGENCIES AND OTHER AFFECTED UTILITIES PRIOR TO SCHEDULING THE SHUT DOWN TO ASSESS THE SCOPE OF WORK ALL SYSTEM SHUT DDWNS SHALL BE SCHEDULED BY THE CDNTRACTOR AT SUCH TI"E THAT SYSTEM DEMAND IS LOW THIS GENEAAL~Y REQUIRES NIGHT TI"E WORK BY THE CONTRACTOR ANO REQUIRES FULL TI"E INSPECTION BY A REPRESENTATIVE OF THE UTILITY ALL COST FOR OVERTIME IORK 8Y THE REPRESENTATIVE OF THE UTILITY SHALL BE BORNE BY THE CDNTRACTOR EACH CUSTOMER AFFECTED BY THE SHUT DDWN SHALL BE PRDVIDED MINI"UM FORTY-EIGHT (481 HOURS WRITTEN NOTIFICATION BY THE CONTRACTOR SUBMITTALS SHDP DRAWING APPROVAL IS REQUIRED PRIOR TD CONSTRUCTION COMMENCEMENT FDR ALL MATERIALS AND STRUCTURES SEVEN (7) SETS ARE REQUIRED FOR REVIEW EACH SUBMITTAL SHALL BE AS COif'LETE AS POSSIBlE AND INCLUDE ONLY APPLICABLE ITEMS SIX (6) SETS OF APPROVED SHOP DRAWINGS SHALL BE RETURNED TO THE CONTRACTOR FOR DISSEMINATION TO OWNER UTILITY COUNTY ETC SANIT ARt SEWER UNLESS OTHERWISE NOTED OR APPROVED ALL GRAV TY MAINS AND SERVICES SHALL BE UNPLASTICIZED POlYVINYL CHLORIDE (PVCI NON PRESSURE PPE CONFORM NG TO ASTN D 3034 AND $OR J5 WITH INTEGRAl.. BELL AND SPIGOT JO NTS FOR PUSH ON RUBBER GASKET TYPE JOINT SEAl..S CONFOR.-.c TO AST" D 1889 PVC mTINGS SHAl..L BE OF MONOLITHC CONSTRUCT ON DF THE TYPE SPECIFIED BY THE MANUFACTURER OF THE PIPE BEING USED NO SOl VENT WELDS OR ~ADED JO NTS WILL BE PERMITTED P V C PPE AND FITTINGS SHALL BE GREEN N COlOR THE JOMtfG OF PIPE ON THE JOB SHALL BE DONE IN STRICT ACCORDANCE WITH THE PIPE MANUFACTURER S INSTRUCTIONS AND SHALL BE DONE ENTIRELY IN THE TRENCH iH.ESS OTHERWISE DIRECTED BY THE ENGINEER CON€CTION OF PVC PIPE TO MANHOLES SHALL BE MADE WITH APPROVED MNfiOLE COLA.INGS CORRESPON>IilG TO THE SIZE AND TYPE OF SEWER PIPE AS APPROVED BY THE UTIUTY INFLUENT AND EFFLUENT SEWERS SHALL BE GROUTED IN PLACE USING A WATER PROOF EXPNIlINC GROUT ACCEPTABLE TO THE ENGINEER ALL OPENNGS IHJ JOINTS SHALL BE SEALED WATERTIGHT PPES ENTERING AND EXITING liIN\IHOlES SHALL HAVE A TWO FOOT SECTION OF PIPE WITH THE APPROPRIATE JOINT SERVICE LATERALS WLL NOT BE PERMITTED THROUGH MANHOlE WALLS IN..ESS SPECIFlCILL Y NOTED OTHERWISE A FLOW CHANNEL SHALL BE CONSTRUCTED TO D RECT INFLUENT INTO FLOW STREAM REFER TO DET ALS OUTSIDE DROP CONNECTIONS WIlL BE REOUR:D WHEN THE VERTICAl.. DISTANCE BETWEEN PPE INVERTS EXCEEDS TWO FEET (2) DROP CONNECTIONS WHERE REQUIRED SHALL BE CAST MONOLITHlCALL Y WITH THE MANHOLE ELEMENTS AS SHOWN ON THE DETAILS THE LID AND FRAME SHILL BE CAST OF CLOSE GROUND GREY RON CONFORMING TD ASTM A 48 CLASS 3D IHJ SHALL BE OF UNIFORM QUALITY FREE OF BLOW HOLES POROSITY CRACKS IKJ OTHER OBV OUS VISUAL DEFECTS THE COMBINED WEIGHT OF THE FRAME AND LID SHALL NOT BE LESS THNiI 420 POUNDS AND THE LID SHALL WEIGH A MlNMU.. OF 180 POUNDS THE SEATING SURFACES EETWEEN FRAMES IHJ COVERS SHALL BE MACHINED TO FIT TRUE NO PLUGGING OR F LLING WILL BE ILLOWED CASTING PATTERNS SHALl CONFORM TO THOSE DESIGNATED BY THE UTLITY ALL MANHOLES SHALL HAVE THE WORDS SIHT MY SEWER CAST IN THE L10S CASTINGS SHALL BE CLEANED AND COATED WTH A COAL TM PlTQl VMNISH WHICH IS TOUGH WHEN COLD BUT NOT TACKY OR BRITTlE PICK TYPE Lf'TING HOLES WU EE CAST INTO L DS BUT SHALL NOT GO CLEM T~UGH THE LID ALL GRAVITY MAINS ARE 8 PVC PPE AT 0 40t ....UM SLOPE AND ALL LATERALS ME 8 PVC AT 1/8 PER FOOT ....UM SLOPE UNLESS OTHERWISE SHOWN ON THE PLANS MIN MUM COVER ON SANT ARY SEWER MAIN SHAl...L BE 48 TO INVERT .. NI....... COVER ON LATERALS SHILL BE 18 AT H GH END OR AS SHOWN ON PLANS CONTRACTOR SHALL INSTALL ONE LENGTH OF a.50 DIP FOR AI..L SANITARY SEWER MAINS OR LATERALS HAVING LESS THAN 18 INCHES SEPARAT ON FRO" WATER MAIN (SEE STIKJARD SEWER SEPARATION STATEMENT FOR DETALS ON INSTALLATION) SEWER SERVICES SHALL BE MARKED W TH A 2.4 POST PAINTED GREEN AND LABElED IIY LOT NUMBER OR UNIT NU"BER SEE MECHANICAl.. DRAWINGS FOR EXACT LOCATIONS OF CONNECTION PO NTS TO BUILDING SEWER SERVICES INSIDE AKJ OUTSIJE SURFACES OF M~LES TO EE TREATED W TH TWO COATS OF KOPPERS B TUMASTIC JOO M OR EQUAL EACH COAT SHALL HAVE A M NIMUN DRY TH CKNESS OF 16 MILS MANHOLES SHALL BE CURED TWENTY ONE (21) DAYS BEFORE COATING MANHOLES TO BE INSPECTED BY UT LITY DEPARTMENT BEFORE NSTAl..LATION IH) PAINTING UPON COMPLETION OF THE WORK A VISUAL INSPECTION SHAI..L BE MADE OF THE C~PLETED SYSTEM ALONG WITH AN INFIL TRAT ON AND EXFIL TRATION TEST N'TER ALL TESTING HAS BEEN COMPLETED THE UT LITES DEPARTMENT MAY MAKE AT THER OWN EXPENSE A TELEVISION INSPECTION BEFORE THE LINES ARE ACCEPTED FOR MAINTENANCE ..AXI.... ALLOWABLE LEAKAGE INTO OR OUT OF THE SYSTE" TtflOUGH THE GRAVITY SEWER LATERALS IH) MANHOLES SHALL EE 0 GALLONS PER NCH DIAMETER OF PIPE PER 24 HOURS CLENGTH OF HOUSE LATERALS ARE INCLUDEDI SANTARY SEWERS SHALL BE AIR TESTED ALLOWABLE LEAKAGE IS 10 PSI TEST PRESSURE IS 4 0 PS GREATER THAN THE GROUN)WATER PRESSURE lOPS MAX DURATION OF TEST IS 1520 TIMES LENGTH OF PIPE 734 MINUTES ..INMUM FOR 8 P V C TEST NG SHALL BE PER ASTM F 1417 NOTES CONTRACTOR SHALL RENOVE ALL TRASH AND CONSTRUCTION DEBRIS FRO" THE CONSTRUCTION SITE THE CONTRACTOR SHAI..L BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF EXISTING STRUCTURES VEGETATION PAVEMENT ETe. AS NOTED ON THE ENOINEERlNR IKJ LANDSCAPE PLANS CONTRACTORS ARE REQUIRED PRIOR TO BIDONG TO CONDUCT AT THER EXPENSE WHATEVER INVESTIGATIONS ARE IEEOED TO DETERMINE SITE CONSTRUCTION CONDIT ONS UPON WHICH THEIR BIOS WILL BE BASED ALL PRIVATE AND PUBLIC PROPERTY AFECTED BY THE PROJECT SHALL BE RESTORED TO PRECONSTRUCTlON CONDITION THE CONTRACTOR IS RESPONSB.E FOR THE PRESERVATION OF PlB..IC SAFETY BOTH WHLE THE PROJECT S MANNED AND UNMANNED DURING THE DURATION OF THE CONSTRUCT ON ACTIVITY HAZARDOUS MATERIALS NOTES DURING CONSTRUCTION WHEN COMBUSTIBLES ARE BROUGHT ONTO THE SITE IN SUCH QUANTfTY AS DEEMED HAZARDOUS BY THE FIRE OFFICIAL ACCESS ROADS IHJ A SUITABLE SUPPlY OF WATER ACCEPTABLE TO THE FIRE DEPARTIotENT SHALL BE PROVOED AND MAlNT AlNED STANDARD SEPARATION STATEMENT FOR WATER/ SEWER CONFUCTS VERTICAL SEPARATION. 1 WHERE WATER AND GRAVITY SANITARY SEWER WAINS CROSS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE OR THE SEWER MAIN IS ABOVE THE WATER MAIN THE SANITARY SEWER WILL BE 20 FEET OF EITHER A DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING OR B CONCRETE ENCASED VITRIFIED CLAY OR C PVC PIPE UPGRADED TO WATER MAIN STANDARDS AND PRESSURE TESTED 2 WHERE WATER WAINS AND STORW SEWER PPES CROSS WITH LESS THNol 18 INCHES VERTICAL CLEARANCE THE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING HORIZONTAL SEPARATION. J WHEN A WATER MAIN PARALLELS A GRAVITY SANITARY SEWER MAIN A SEPARATION (MEASURED EDGE TO EDGE) OF AT LEAST 10 FEET SHALL BE MAINTAINED WHERE THIS SEPARATION IS NOT MET ONE OF THE FOLLOWING MUST OCCUR A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER OR B IF BOTH SANITARY SEWER N'IJ POTABLE WATER MAINS ARE PROPOSED AND THE ABOVE (A> IS NOT MET THE SANITARY SEWER PIPES SHALL BE lPGRADED TO THE EQUIVALENT PIPE MATERIAL AS THE WATER MAIN IKJ PRESSURE TESTED OR C IF THE SANITARY SEWER IS EXISTNG AND THE POTABLE WATER MAIN IS PROPOSED THE WATER MAIN SHALL AT A MINWUM BE UPGRADED TO DUCTILE IRON PIPE CONSTRUCTED IN SEPERATE TRENCHES LAID AT A HIGHER ELEVATION THAN THE SNolITARY SEWER AND UTILIZE STAGGERED JOINTS 4 WHERE WATER MAINS PARELLEL STORM SEWER PIPES WITH LESS THAN 10 FEET OF HORIZONTAL CLEARANCE THE WATER WAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE PONT OF CROSSING 5 SEPARATION REQUIREMENTS BETWEEN FORCEMAlN NolO POTABLE WATER MAINS MUST BE MAINTAINED UNLESS APPROVED IN ADVANCE BY THE DEPARTMENT 6 WHERE WATER MAINS AND UNRESTRICTED ACCESS REUSE PIPES CROSS WITH LESS THAN 18 INCHES OF VERTlCLE CLEARANCE OR 10 FEET HORIZONTAL CLEARNolCE THE UNRESTRICTED ACCESS REUSE MAIN SHALL BE UPGRADED AND HYDROSTATICALL Y TESTED IN THE SAME MANNER AS GRAVITY SANITARY SEWER MAINS (SEE A ABOVE) 7 SEPARATION REQUIREWENTS BETWEEN POTABLE WATER MAINS AND NolY TYPE OF REUSE WAINS OTHER THAN UNRESTRICTED ACCESS REUSE MUST BE MAINTAINED UNLESS APPROVED IN ADVANCE BY THE DEPARTMENT ALL DIP SHALL BE PC 350 OR HIGHER ADEQUATE PROTECTIVE MEASURES AGAINST CORRISION SHALL BE USED BY THE CONTRACTOR MINIMUM SEPERATION REQUIREMENTS (18 INCHES VERT '10 FEET HORZ) BETWEEN fORCEMAlNS AND POTABLE WATER WAlNS..MUSI BE MAINTAINED UNLESS APPROVED IN ADVANCE BY THE ENGINEER AND THE FLORIDA DEPART WENT OF ENVIRONMENTAL PROTECTION /'f1 0 <( 0 ~ --.J "- "- en ~ z N 0 THE P PE ~ 0 "- N c:: en 0 0 Z W W ~ W ...., U -l I- 0 W < < 0::: ::r: U Cl a... u VI z o I- a.. 0::: U VI W o ~ I"') 0 0 ....... ....... 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C2 RICHARD NO 34866 "" ,.c:: ~ ... ......' rr ;:;;..<'F' .jl1 r r ., t1(;~;j( (,!,. f 7"iV..,' W/!.LJAM,:;O// !lEg;H!"S,!":";!;;" ,- RESIDENTIAL .',:) \ !.OT .9 / i1ii C-2 CONNERCIAL wr Ii I mr ? \ ,y Lor 8 6' wJ d' #//LiY !O il/ RETNL COMMERCII>L WOK {i.i'AiE 27 \, /r)f 4 ,--1 [{!'"';" ~50' M/~~BU/~D~~~~~~\." , -, \ "":~~-~~,I,~,~"~\-, ~;~;, ,i .,..",..:',;:.!,'l,.I., !'klr or !.Or !!!,E!JZitiGE!i {/!fIYS A[)i;;T!ON NO.J,1'fA7' N8409'3l!{ J!3~ C"~".",:,:<>' I:::;) -j :", -'~':;;-t',' d' _ \,l' /' 10' MNwr- J'/' " ,I) m . .f,Q."'.. . . - .., ..- -"'"-,;''' ..,..' jti / . D .. . I. :: _ ':::,..3! ~ .. '" -:~ -="':'-<:."';;. -'-'<" - -I- m \ "1/ IOU q.,: !::' ,..'J" 0, c, J _ """"'-.,M ' ~_._....,m- ...""-.., ,;JiL 1\1'2 '/ - - " {-:J r- -:J,;,.;, (;'~r:;',~ ,. ,;~; (;(;,?',;,:;;. . -,. ,.......... .........,. ~ . . ';0 ;" U;, 1(- ,=.,. ,.....:...,..,.....j..:'-m>>::::: -.,...." - ,,"~ "ij .....i 25' , ,Iii' 'lJ,'~..,-_'m:_..--.".,"'.,,' .-_,,'m "', _ .. , ' "'" I - \ ' . i- .. 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I An ( f-Vl/~' ,. - ;-.... .., Ii;; ; ;41 "~'" 1. yt_" ' . ..;~" -, r ' "'~ ,~.::::_~'---,f~--- '- ,;C ~,;" ,- d_ -NURSER( Rf)"", ._ud-,--,.--- - '\ " - - - ~i~ I " \,r,t::~f~~~: :;h'.:<: ~~-. ......,.,.".,.."","'".,..,......'//..,,"':/:.1' \:'. \ ....................... ..... ...." ......... .... .., ,,' ." ..' ..... --,,, ...',.......... . ::_.:.:,,:/1~!7-~~"~ ,-"-;Y'-~:-'-=--~ .." - - - LREMrJE SECTION OF WALL FOR NEW DRNE ,;1 ~r:i~ / I , 11. '. ....' .,'" ." ~- .. ,,;...... -{" .. ';::'" - v. , ~ ,p'//lf if",=:,,"~"<'d - - - - ' ~ -_:----.-==,--=====~=====;;--:::- ------= : ,', ~;..i~ ; ! I'..l~~[.-J_I if f,,1 " ,,', 1,/'>'('1'(11.'5 5iiPfi'Y ~1-1" '-------::::--.::;::- ;,..--- - I ~ X WI' 11' I ! + ! , .._ I ' ~ Y I", ~ 1,/" t.. ,. ,r~' .., !'.:-./.:.'.))"'/"Y,, :,:1~ f~j l/[:r .. , " ", "':"""",:".'/':;".'/:,,:;.' ;,',i-:;/~(:;f:: 5 ," / /.,' /-', ..,.!(} ,:' :.:,,! ~:;,.,i~~ ;;.,: I !::/~f??"I,',/""~?!r',:.,,i,..~.',"!'d'~'('; . ":"!"'f;,'.:(,:.~.~,!~,:.;~.:~.::::."~.'~'~..I<'\",f" "'", ~ r '" . '.'_ "~,r' "r.!~I'o~':.,F . ':J.!r,~"I'.'."/".1,':.".;{ [:',T/J..MO YjeD!/;::,!,)!~JL';: {Or t {.r,}"ir., . .. ;/', .' J . , . ,.,,/. ,~..?.,p,I:.,r;E I:,' , :s: . ", /.. f.'j().';K, . "'-141 j RET NL fiMMERCII>L /r'!'~F--+-'1 BlOCK D. r AUiiJ Siii3!JiViTfy, f,": R/JeEVCE,EWsS TO EXIST. BUILDING TO BE 1 ..',.".,.. ,;'~,".,'/';".",!/' - ED AFTER EXIST. TENANTS ARE ' f.)!{:' ", - RELOCATED TO NEW BUILDING I f I , -- I ! r EX. DRNES TO BE CLOSED ~ Q:: ~ ~ ~ ~ ~ ~ ~ ~ :::::; SHEET NO. C3 rt") " N o .-J o v II or- or- " ID ID o o N . ~ 0:: , , . o z W I- <C Cl . ...., o c::: a.. or- .. Cl W ~ U W :I: U .. W ...J <C U V'l 40 20 0 ~ 40 I 80 I z o I- a.. 0::: u V'l w Cl v o "- rrl N "- rrl o "- Ltl "- N V'l Z o V'l > W c::: SCAlE: '-40' RI-A SINGLE FAMILY RESID. J~;? , ~ SS~ ~~ ~~ ~~ ~~ ~~ ~ V'l I- Z W ::=; ::=; o u u c::: Cl >- I- U V'l I- Z w ::!E ::E o U u c::: Cl >- I- U W I- <C Cl ;-1:;i ~/ ~'''''' ,"'. ~ .:'~~t ;~ ~? RI-A SINGLE F AM/LY RES/D. o z ~ ~ ~ ~ ~ ~ ~ ~ ,-t 03 ~ mco CD. l'-l'- ro~ en~ ~ M<<1~ U ~~~ ~ lIS M .. r...' ...t 0 H ~ Qr-IGS ~ ...t J':r.t Ii:t ~ .. .. M~,-t ~...t ,-t H>~03 ~,-t~~ n co l'- 1-'-1 lO M ~ mco +oJ. ~l'- ...t 0 ~~ .. ~ ~ (i I. LABINSKY, P.E. I i I .. . ,_. ,.._,.UN._U._U_UFUU'<..".. ,. ,-,-0__.-'< , " ~/.. ;~:i l.i7 '~.:' I 1:.~; [()/. :()~ /?!..:.)C"!. ~;: l;~!(J .I;f/7-C:ffl:L_L./.~~.' -5'~~//?V/:"Y elf:- t.f:NVY (;fr'~:"'}!i'} ;:)t:)~!' f}(){)/( ~ f~"/~~~:;'l:' ~5 t\l en .e>> Ul'- zg g He 0 .. I CD . ~ I ~ r:q al mal ~ I l'- l'- .. Q) l'- - ~ 0 m t\l l'- ...t l> en 0 ~ I>...t <<1 ~ rt)MM'd Z~~.~>< I-l ><0< ~ ~m......1i:t ~rnli:t' < ...t I'll ..l'- ~;~~~ .Q)CDO~ "" ~O t> I ~ ...t ,-t j> CD bI bI CD ~ ~ ~ l'- t-tJ'il 0_ ~ ~l'- .......bI 0 ~ ~ ~ ~ ~ "': U ...... ,.Q I-l ;:s ~ ~ ~ o u R3 MULTI FAMILY - 1 j - - - RI-A SINGLE FAMILY RESID. NOTES: SffE DATA ALL PHASE 1 DA REQUIREMENTS HAVE BEEN MET NO SITE LIGHTING TO BE PROVIDED, SECURITY LIGHTING TO BE PROVIDED ON BUILDINGS, NO LIGHT SPILLAGE TO RESIDENTIAL PROPERTY ALLOWED, AFTER INSTALLATION PHOTOMETRIC LEVELS WILL BE CHECKED. BUILDING 3 MAY BE CONSTRUCTED AS PHASE 2A WITH SUPPORTING SITE IMPROVEMENTS. FLOOD INFORMATION PER THE SEMINOLE COUNTY. PANEL NO. 12117C0130 E. WITHIN ZONE uxu; AN AREA C-2 / COMMERCIAL LAND USE COMMERCIAL / UNDEVELOPED COMMERCIAL EXISTING ZONING EXISTING USE : PROPOSED USE: PROPOSED SITE COVERAGES: EXISTING BLDG. -1 . EXISTING BLDG. -2 . PROPOSED BLDG,-3 .. PROPOSED BLDG,-4 .. PROPOSED BLDG.-5 .. TOTAL BLDG. AREA . IMP. PARKING AREA .. OPEN SPACE/PER. AREA .. TOT AL SITE AREA .. FLORIDA - FLOOD INSURANCE RATE MAP. COMMUNITY DATED 4/17/95. THE SUBJECT PROPERTY IS LOCATED OUTSIDE THE LIMITS OF THE 500 YR FLOOD. PARKING CftLCULATIONS PER THE CITY OF WINTER SPRINCGS CODE, SECTION 9-277: GENERAL BUSINESS Ie RETAIL COtMMERCIAL: 1 SP.l300 SF GROSS RETAIL REQUIRED PARKING . (19.~18 SF>C1 SPACE/300 SF) . 64 SPACES COMMERCIAL REQUIRED PARKING. C(60,620 SF>C1 SPACE/ 300 SF . 202! SPACES TOT AL REQUIRED PARKING . 266 SPACES PARKING SPACES PROVIDED: ON-SITE HANDICAP SPACES, . 8 SPACES ON-SITE REGULAR SPACES . 251 SPACES ON-SITE OVERHEAD DOOR :SPACES .. 54 SPACES TOTAL SPACES PROVIDED . 313 SPACES SCS SOILS INFORMATION 10.068 SF 20,120 SF 24,000 SF 9.250 SF 16,500 SF 79,938 SF / 1.835 ACRES 140.556 SF / 3.227 ACRES 68,240 SF / 1.566 ACRES 288.734 SF I 6.628 ACRES 27.711. 48.691- 23,61. 1001. SOILS SYMBOL HfDROLDGICAL GROUP DESCRIPTION 31 TAVARES / MILLHOPPER FINE SANDS URBAN LANDS A 34 D INFORMATION TAKEN FROM SCS SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA OFFSITE PARK AREA DEDICATED 0.94 ACRES LANDSCAPE AREA WITH PARK CREDIT 17.771. < 151. OK OPEN SPACE AREA WITH PARK CREDIT 32,81. < 251. 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'\ ,. _ , I .,'; !i =~ji:' ....., ,--" ''': ~ .AII\L RELOCAT-~m~<I"N \ '.~.., "-:fi'..... i -: AND MAT.H GRA .E , : LIMn.......... ::,..: -+! : 1 ,- ,;~' ___.' .,; i.tff' !4 ' Ii ;;;,:;: ,..".., ~'REMOVE W~ · ,~F;.~~~, ; t ; \, \ '; ; ; , \PAVING~ORAfNGE i- ~:.: .<,','....."'..~:.,!.4- .J/ 'I-~' L.- -'.......-----:;..;;.---I;t~';;---' , ; j: ~;I j : "I.f:'?,: -r.,;.6t... \uATCH PVWJT GRAD~ ~.~t.. "'~ :..' "",: \ - ~., .' . 'N:,~' 'i ^ II \ r . IV' .)';j,y. ,".7,. ! ~ i;~" .. -"" ,m "",.... -- ".;1" , · ! · , : ' · --+-- --'- ~ ,~.. .",,; . f>. '1"<'" ,"~";j ("J-) ~ , CONN TO EX. INLET #~17346 i !; ..' ,""\.-' ; \ l~~ -~ ~:;I - +. "-', " : ; '., vi..." HjJNiL~~-'-: ,.. -: ; "~":..:+-,-...... rl-'it.t II - ~ .....c.-. =-..J :::~llk:i INV. · 66.5 ' .., J .. .." , .' . ..I,..., .0/ ei · ." , '" ..,,,,., """'-. , . · . .,"" .~. .. .. ''''.. · __ I! .... .... _ . _ ')lk.- '. ,. , .f </(;.:i, I~'~'- ,'........i l. ,~t;~ ~t:J(p r-"'f.::."...,-_''Jo;-- '_J.--~-_ijPt:,"~(~:E;~:,~:/:/5.:'; i, \' Pl.ti,' i '-~/ r~,'.,r':-..,,) '\ ~~-CB7. TYPE E _ -+ tCB5 -=- I (~ ,,,. 6;':;, :~}( '-{'f~l {........;"."..t:~.';>;,;; _ REMOVE TYPE F CUR8 · II '.;r !i'i, "'0''''''' , '''''1'. 8ilJG"1....... ;. - .... .. m - --- : Ij:/I ". . I U\Y', -r-7 RIM 71. 0 \" I ..Y ~ '"'* J ~""'}. .~.c~.,~., AND REPLACE WI 3' C&G : i:;[;iY.'J!';~;:':(.JI' B.RE-AK"Ct'WRB TO ~;:~;;:\!2 "':iij \,._ }'~':>:'~',r - ...j ~ ',\::!Y i; \ .~\ RESTRIRE TO to'SPNJ,ES ',..', l;'..o: ,c,\' \ _ V~ ,INV 64.0 N.W == _\_~'{.." ;7.<; 'Iliif'!'t;:d~', .....v,',o...,."""'.::;...::.:::~:.::::.-:::::T~~~~~~#) SEESHEETC' ,:"~ :,,; ;., ~ ;" .;~, ~>.; ',;;::-->:BDAIN,.. I'!:I INLET "f' :::' p H '" ?:,1:"... ." ,.. ------1 , : : , , ' \ ; : ~ p . 0. ~ \ r\' I '''r'''~'\?,''' ..:.. ,., .::;;::. ";;.'ii'''o?' "..... ./"..............,..........,.." FOR CONTINUATION . ,.. .M'.. .~.,"" '? !.... " t '. . ,. "".., - ..... ....., . ". ..,.., c......~ .. ...........,..... ..........,.. . ;K8~~' U! '(, ". .., ;;;;>~. \ ,(; ; ~ ~Lt ~..~. "" ~l;: \ \ -l~-, :~_,._~~...,..l~~.~~r~;-'~-:--. : ~ if . ~ \ CB 7 t~. J ..... ,,_ .. "...' ._~;"';: ;..~~._:.:~=~S~~::~:~~~i::::0::~=~"c~:c:;c'~rj/ ~;""'. \ --:.. ~ ::~. ..",h ~i RESTRIPE":'no"~ ;~ ,";[~,,""<'F/,:'''~--''f''~'1: l, '1'" 1\ \\ i\',', i, ; ~ 11';1:Y'?1tADS-::::::>^ \ \:. ,.."{:;......-"!:...;~,;.,:;,f.",'..<jZ*-"..... .......~..:<'.:"..,><''''. ...:....~.......I.t){:/ ,..............'....,... ,C'EXISTING GRADE AT DRIP LINE X ' , .. , , ...... ,- ,- ,-'''''~ . · . I ~ ., '.\' ,. .... /.. ~'7' ...,~ ~ : ....! ..e!'>>.... ~",,'''''''':''... "";',,1>' ......... . \ ~r ....' ......... ,.. .:' ~ i; ; 1 i . j!. -', n "" .'; \ G " ,\.. - · ':." \ : · : \.' · :. · ; " .., ~ > .:;;,,,,,,,,. ..; -- T:m"':,~:i,;"::C ',;'t""".'1%!' ":": "'-1"' . ._...".,__....... i /" WH ERE TRE ES WI E lU:~E~A ~~O AREA ~ i . . ... . , \ ,. "'-.,. ...... ... " '7--. . . . ,!;-", ,,",..{, .... ........... 11)'." ~ ..' . .... ".......... ......... , " ' , '" - ':r:'" ~ \ \ ..- ii: -t ..' -::":....; · .. " . - '. . ,,,g 4" ~ ".' ,,_..-..... ';" "'... ~ .l.:' ,.., 'i" d " c".,..,t.::.::.::::::..:::......,..,..,' _ ) i<J i i ~ ~]y~,;~~;._~~r~t;.::!.(.',~:.:;:;i~:,.i:"".,(,,,.,.;,~,;"./,...,.,:,:_."..,..~, : :z1 ~",^,F.~ ~ ''-1' '~~'rd"" ;:~~~.. h) r ._-" . c.:: . 4'VCJ~......,--yt .~....'- . -<t- : '..',..;.....,..'''''. _ - l!ii; i "-'.' :.:i~.,,7.,;:.:)f,zj(lil!f//tZo;iJ,~*;y ~ ":. '- ~m'Fo ". 0'l'''t,:z '~:"--\' - ., ~ d' ..,,, . .... m .. ...."...~.........;'. ..,' ') . .... ,D.... VARIESJ.......-\., " 'I....,...............'.... _ - i 1--::;", f I (I:' U: Y; (/I':/".,d/ >' \. ' ". .. · ..... ., .- ............" ,.... ,.. .- "" ,n. .........., ,.. ...... . - . "l', ' "'. " · , " ..,............ ......" , F 1 ""... .... ....... . :;.- , ~f' ., "); ...................,.......... r' ... ..... ... ..... . -.. "NURSEr.. nv, . ..._...... ....................... .....,.. I -c- _ I " ;~ ! .. " .. .."" ";; ;;~ . .. . .." .... .. · ". , ~ ., ..................... ...... ...... . ..... .... · ,.., . .,.; " t' 1 -.... ....... ......-.. ...... -; ! ... , i ~",)~.',-,.:"',,j ,f.;,'".,.,~[,.:y..~,',,:,j :(-,:_,~~..~~...,:..:, '"'\ ../Z.-- - ~ " .~. ' '. .........m..........- . ... .... ......... · ~:..'iiN.: ,'""'~' '... ..................... _ - - , I~: ! I . ._, I - I .." ! --;. ! ............. ......_"... . .... ..... ..' .... - .' .<." .......... ,..-.......;........ " _ _ REMOVE CONC. FLUME i i:;l:" I ~ tJtJ!, ""...., - ---......_~ r, \ ,,, NOPAllKi NG '.......,-"......':,..;.i,-,. ..... - - '_"I. "i .i ;t: H:; Wl . ..............~..-"..-... ..-'''''- !, I., .., TOW . A..W AX_ZONE..."....." d' ..dO<' d - l' tiJ; ; DIVIDE . REMOVE A PORT! ON OF WAL L r-:!'--1'':'''_/ ~ ., ,Ii 11!i '&..'........ .. - - - ...................{)Nf... EACH S I Ill; ...... . ':..::..:' - - f · !ii! i SO [ L CB6 . TYPE C i FOR DR I VES AND S I DE WLAK LOr If' I ~ '~. ! ~ \w liEil Ii",.. - - ]: :" :' ,,:..::..:'::," - ! : ~i$ i m ~~: g5 . ~ :: .' .,"- ,"Y "."1.,1','..'.".1..". ,.../"..f"/'.",.,f.:',..,l./,i.n.',f..,.!....:.,:.:,"',"'",:,,'..~/.:s_..:.S{!f?'~/t:~r'~(i:' "., r;.."V'.... - ",' 'j( '.. 'I..,.... !(} "~ ' ij '. , .. >' :/' '-,. . '. ,;-,.. "" ; 7/' ., ~.. ~",' '/. '.:',/Jf?:.'.?!/!':;;!(W, LA!' 6{)Dc.:;",~"i'f';-::' ,_f : /..! ! IO! : ,~ I r'.... . ~ " 1/" it." "..."...'.~. ,., '..'". './ j ...../ "'~.l;l/ './ r '" ,,. / / . H'~:'!.I 1') /j /</ t.. ",.i /.:t:,!.,'r 0," ., 1,'-, I., ,.I"" I, I' ,'" ,..,; 1"./";( , ! ).;/./I'V ' ' .. , . , , ,.,'1'_ ,.'~'~~[:'I'~~..;r.:' . " . D;:~'-\.NT.t/f..I'\!' I.. ",;f' '! "" /, ",,o'" ,." ;; , : "'11}' OF Lt:.' SAWCUT AND REMOVE ASPHALT V Lv: ... ,..,.c '<. RESTR I PE PARK I NG 1"{-7'..~._.J"""'/J DL(:[)( D, //./.!:to SUBDjVISioN, PLAt d())K ADD TYPE 0 CURB I ___ I : iYf;'i" HO;,; I _ _ - RESIDENTIAL CB3. TYPE E RIM 70.8 INV 61.4 E.W 63.0 S 4/ ; :>: :[V?, '..." .,! " l' f:rx ! /'T "'.) ,..'...~,. .7 / I 1 / CONNERCIAL , il': 'c/ REMOVE TYPE F CURB AND REPLACE WI 3' C&G ;3;; ;.1) ;~~~ ..,:'" "'~" E:} ;~:: :.~i EXIST. DRIVES TO BE CLOSED CONST. TYPE F CURB & SW ,~~ Q:J ~/}. :s ~{~ i~~~; v) ~: .~j' .::i: 30"X30" R1-1 STOP SIGN 24H WHITE STOP BAR 20 LF 6" DBL YELLOW CROSSWALK FDOT INDEX ING GRADE AT DRIP LINE MAIN UNDISTURBED IN AREA TREES WILL BE SAVED - - 1 NOTES: 1. ALL STORM DRAINAGE PIPE SHALL BE ADS. 2. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND PERIMETER OF PROJECT PER PLANS. 3. ALL CONSTRUCTION SHALL BE PER CITY OF WINTER SPRINGS CODES. 4. CONTRACTOR SHALL COORDINATE WITH POWER AND TELEPHONE COMPANY FOR REOUTING AND RELOCATION OF EXISTING UTLITIES. 5. CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING STRUCTURES ON SITE AS NEEDED. 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I...... -33 LF a" PVC - W.-"n> \./;t: i ,!;~./J~"j,j~.;.~,',;';,:~;,<,. ..........\~,' ",. 8LlJG#1__~l.2.- ____,..,..~, \', 1_ "'11~ --1 L /f-III~lJ.fI~-YER FM'"'' <~.:,.'").:,, ~~;,':, \,;'::m !..........~.,..7,;,i~.',;: 'Y", . , !<,!-',"",,','.,",':.c,:, ' .0 1 '''~IN CLR .w'.' &.. ." .,...",7. - ,', z ; ,,~!. .,..:..... ~1.,1' g;,>......,., ('~.~ I ~ .. '" -' ,...."' """ ~, '~,./..M. . "" .~"''' '.,';;~.;.,-: " ' '" · ,,;-, .." , , ::":"":'>1"""; f.~:~,'.;~.:.~.:'.'~,,:,.:,:,'x,:.?:,':, .., ! -Vps '7 57 LF a" PVC II , ., r-<:::::::::::::; l:Y',~':-:':"'~ .[;.. . ',I' f! $ <1;: f:'J.:"~~~ 1~~ ~~r2~ .... rH.... ....; ; ... .. ,. r --! :' ~. . l.o.;~ .~? _ \ _I ''ff./ ..q" ....._ ....::'" ....._ ',w'~,A,.V''-:h'~ I:!-f' F .~ '1 ';~...., ... :'i-' ,..... ... ~;~ i ", i '~':?~:~" ..." ..j, ! 'i,,',~, ..... \''''!f:f'.,..""".,,,..;,,,;Ji:'Hf'''''J "" .; -. I ..... I .,'<; . :::~"~:~.<';]"}Hz:;::~!'E:i;;;.-:;~.;i;::.......:::':;.:::;~.;;::::;:::':~~:~::::~~~~f':~~ 1 :,,' i '.', '$0 x "~h,,, ' '] __ - ",,,,..,. , ' 00' .!'r: TYP" FH l~ _ .. . , ..... .....-- "'....Jl"'-iJi:' ...""r;#%'........'... ,':: ,'. ;;:; ,.: ~,' -- "-"..'".,.,.,,,.., ,..;,.1'........,...."''':'.,.,.. , ,i, ': ',.;1 J ;,,~...:';l'}',~,' A FIRE SERV CE ", .... ...... ,..... ....:::,:::..:'. ....... ,..- . ....." ........"....-.........'--r~,1",:':17.t~~ r'o. ,tP . , " ,;0 .. ~: ~." .., .... .f{. .:f:....;? ". ! \ : - ..~.~ -Wq............;'...;.:'1'J'l'W"..-...~ ' ' I ~ ,., ",,.-,,,.,, ~ ~::;...... ... .... .. -..,,, .- -...,....:.s;'....j:... ..... ..... J _....._.~....d.....6"...... ~. ~;.:'/~Jf~,.,!t:.::-...~a:-:..( ; ;r....... ;; i Ii ; ,;:,:c.. ,::' .. .. :....\, \ 135 LF ~ ~j PVC ~ '.'.... -:.~t. \. ~ \ ~..au, -- .. ,/P'~ "'l<, ' ',..... ,;-r<: o};",; WI S I AMESI -CONN ....-'T ..~... : '7 ... ......" -,.,: .'" .....".......... "@ff.f:, "".:.,.I,,'!'::','I; , " I :-;;':;;:;,;" .......,' SERV I CE<.d~iI NE ~ . 'c." .. no '...-. ,- ,>,,'-Y".,'" :";'r.'f','~'''('':'r " 'I",,',' :~"';""" "i:, ' . , l l' '::" II ;VI y.:.~ // . " ....... .. ':.,~ ,:~,',:,';~~,,;;:i:i;..~t.: :;;: ;.:':;"i>:' ,::. "J~ ....... "............."..'w. .."...................... ~;:l...., ..... ...j! .... ' i,l~ }'j........ ,;1, ,.... ).,v~''';'.,.,'..'f..,.,.Tr.',<.'(r.u~ l :," . i(' "', . ~.. ......;:.::,:.,,""i,:~":i"'<:"<' ,....NO>"~..........:,~.... f-e .....,..............r:, SEE SHEET C6 ' ".. .. ......, , ~t, ~ , '" ,. " ...'..... -,f.~~..".... ~~ !,A{;:-;i-;~I<i',..:/' // ,/ -..... :......-.....', '/ ,,,..... ,,, ", ':::......a~y.':........... 905 LF' 4" p..ve FM..... ......... :;! i'l ?i-! :: fi. ", '" w ,'" N,'" '; ~ : .. .., ..' a .. ..... .. .. \", \ ~ " \ ' '..... ~ ~ ~ ~...a1 ,i. :.'~ ,..~:;~.:..;.;:=;;,::.;i. .. '~:' .~......' ..... 'J .." ..... 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LOT U!LO(,f ~ ;'~~~:~jN";' /,. f~~: : : ~! lli : CITY OF LONGWOOD 'CCI , / -. r':r-~-J .... /" ,;.).,'../".""~//., t)if{~.r h- COIIIIERe/AL fig ... ,.... .r- ~ ~_t_/~ /1 d.. "9"''' ~ CC ~ ~ ~ ~ ~ ~ ~ ~ ~ 80 I / / i / ,. f,;.', ;"Y.:; .;; ( ;;~ :'?-l :.t.. ... .~ ~.'. : ....:; .~:: ..;;~... ".t"; ^. 2.()' l~f ~;; ", ,:-t: i~! ....,i ....' ....:: .:?~.:: - j [()]" ~5~t~?!.{)r;/=:. C~ [Jr./? ~f//{;'fff~/../',:-; .5'f./;?y(~:'~Y ()f~ If..YY (;!:~1::/j.';/';!._A/. {,tf{}J( I=, :-:>~{;t:~ ,S I NOTES: $.....~ EX I ST. 2" SERV" TO BE CAPPED AND ABANDONED IN PLACE 1. ALL FIRE HYDRANTS SHALL BE LOCATED 2 FEET BEHIND CURB 2. ALL WATER MAINS SHALL BE 811 C-900 P.V.C. (UNLESS NOTED OTHERWISE) co o 3. MAINTAIN 3 FOOT HORIZONTAL CLEARANCE BETWEEN ALL UTILITIES AND STRUCTURES 80 4. WATER MAINS SHALL BE 51 FROM ALL PROPOSED TREES ------------...-.--... ~_..__...._.__._.._- .-.-.-.-.-..-.----.-.- -..--. ~-_._..__.._.. .-.--.-.--..-...-.-.. -.-..-...--.-.-.....-- ..---.--..-...-..-...- --.-.---.--...--..--. -.-..--..-.----..-.-.. ..-...---.-.-...---.-. ...-.-...-...---.-.... .........-.......-... -..---..........-...-. ...-.. 80 E~f-S.T... .'GftA1J ....... ......... ..... .......... ........... ........ .............. ....... .... ........... ." . ................ .... .................. --.-----.-..--.--.---.- ---..-.-.---.---.---- --.--------------.-.-- ____e. _______._...___ ___________.._.__ .. .---...-.-.-.-.------- ..-------..-----...-.- .--.-.-...---.-----.. -.---.------.-------.- .--.-.---------------- --------------.-.- -------.---.----.-.--- ..................... -..._.. ........._..._. ... ....... ...... ............... ..... ........ ..PROP..... ~AUE"'" .... ...... .......... ........... .. ...... .............. ....... ............... ..... ................ .... .................. 70 ~~~~:~~~~::~~:::::::: :i~~~Di~~:~: ;~~~~~~~%~~:~ ::> ;::~~!; ~~~:;~::;i:;:;~ ~~~~~~j~~jj ~jjjji1~~jj~~ ~~~~~~t~~~ ~~~~~~~~~~~ ~~~~~~~~~~~ }:~~+~~:. Ei.~~H~~~~~~~H~ 70 5. WATER MAINS SHALL BE DEFLECTED OVER DRAINAGE AT ALL CONFLICTS 6. ALL SANITARY SEWER SHALL BE 8" P. V.C. (UNLESS NOTED OTHERWISE) -.------- -..--------------.-.-. --.---.---.-.---.----- --.-.-..--.-.-----.-.- ---.---.-.--.-------- --------------------.- -.--..-------------.- 60 ........... THV....S :"665............. ........... ........... ...... .. ............. ......... . I ~ ~r ON f. .-.- ----- -----------.---.----- ---..-.-.-.-.-.-----..- -..---...-----.---..----- -.-..---. ~~~::~~~~~:~~~::~~~~~~ ~~~~~~~~:~.~:~:~~~:~~ ~~~~~~~~:~~::~~~~~~~ :~~~:i~:::~:::~~:;:: ::::~ii!i:~ii!~~:: ~ii:~~~~::::~~~~::~~~~ ~::~:~:~~~:~:~~~~::~~~ ~::~~~~::~~~~:~~~~::~ ~~:::~~~:~::~~~~:~~~:~ ~:~~~~~~~i~~~~~~~ ~iiii~~~~~:~:~~~:: ~\I~~~~~~~~~~~~~~ .... ....... .. . . . . .. ... ..................... ...................... ...................... ..................... ...................... ...................... ..................... ...................... ...................... ..................... .6:01."...62.".II{... -.----..-.------------- .---.--...---.-..---.-- -....--.----..----..-.-.-- -----..----....-.----....- ---...--..-----..------- .---.-.---.-..--....----- -----..-.-----.---.-.- ..--.-.-.-.-------..--. --.-----.-----------... -.-.-.-----------.-..- .-------------------- -.-..-.-----------..--. 8. CONTRACTOR SHALL VERIFY CONNECTIONS TO EXIST. BUILDINGS AND SEPTIC TANKS ---....-.-.. ...-...--........-.....- ..-.-.-...--.--..-...-.- 7. ALL LATERALS SHALL BE TERMINATED 51 FROM BUILDING 50 -----..----....-------..- ------.---.-.-....--.-.. ----..--.......-..-.----- --------.-.---..--....--- -.---------..-------- ----.-.-.-------..---..- ----.-.-.----.-------- -.-...--.------------- .....---.-----.-----.- -.-.-.-----.-.-..---.- .---..--------.---.-.- -.-.-----..--------.--. :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: :::~:::~::::~~::~~::~: :::~:::~~::~~::~~::~~ ~~~~~~:~:~~~~~~~::~~~: ~~:::~~::~~:::~~:::~~~ :~~:::~~~:~~~~:~~~:~~ ~~:~:~~:~~~~~~:~~~~~~~ ~~~~~~~::~~~~~:~~~~~~~ ~~~~~::~~~::~~~~~:~~~ ~~~~:~~~:::~~~~~~~~~~~ ~~~::~~~:~~~~~~~~~~~~: !iiii-~~~::;:::::~;;;~: ;;~;;jiii~i~~~~~:~~~~ 60 9. SEPTIC TANKS TO BE ABANDONED IN PLACE 10. UTILITIES TO BE CLEARED BY DEP PRIOR TO CONN. TO EXIST. BUILDINGS o 50 11. WATER METERS TO BE SET IN TRAFFIC BEARING BOXES 100 200 300 400 500 I""') " N ~ " O"l ci z .. W f- <( Cl . ~ o a:: a. o --1 o q- II ~ CTl o o N " ~ a:: .. .. ~ .. Cl W ~ U W ::I: U W .....J <( U Vl z o i= a. e:: u Vl W Cl v o " I"'l N ~ 1Il f- Z W ~ ~ o u u a:: Cl >- f- U I"'l o " LO " C\J 1Il f- Z W ~ ~ o u u e:: Cl >- f- U Vl Z o 1Il > W a:: . o z w f- <( Cl ~ ~~ ~~ ~~ ~~ '~~ ~~ ~~~ ~~ ~~ ~~ ~~ ~~ ~~ ~ N L") .0) Ol'- z8 g ..-t 0 0 .. I CO " ~ I P:1 J'iI CD · mCO Pot ~l'- ~Q) ~~ rOQ)roo .pot > .qt ~ >.pot <<S- rnHH'C Z~~.pot>< t-t ~E< ~ ~Q)~~ <( .= : ~~ ~ H~'CCO Q) otO · Q) CD 0 L") ~ ~ 0 !> I ~ .pot .-f t> CD ~ ~CO r'\ ~ ~ l'- t-l J'iI 0 '" ~ ~l'- A4~ 0 ~ ~ .qt ~~ O~ t-l~ ~a o u - ~ P-t .-f 0) ~ 0)(0 CO. ~~ ro.qt ro~ . l'- P:1 Hmo o Q~~ ~ <<SH"' r_' .pot 0 >C ~ ~~m ~ .pot~~ ~ . . H,.!il~ ~.pot ~ t-t>;0) ::r: .-f P-t ~ n to ~ ~IDH.qt Q)CO +J' ~l'- .... 0 ~~ .. ~ P-t SHEET NO. C5 ('f rrl ... 0 0 ---.J 0 "- . q- 0 ..- ::iE en II ..- 0 . "- rr 0 0 ... N ... ..- ..- . a Cl z w W .. . ~ W '"""J U ....J f- a w <( <( a: :x: u Cl 0... u Vl ~~ ~~ ~ ~ ~ ~~ ~ ~.J ~~ ~ ~~ ~~ ~ ~~ ~~ ~~ ~~ ~~ ~~ ~ ~ 40 0 40 ~ I SCAlE: '-40' 80 I I I , I I / I I I , I I / I ~t I .::: <<. I ~;~.')f \;~')~:.c;;~.){ ~:~:r: ;,;~ ti:. ~t; ~,:<"". I .' " " x{~. , I , ,.;", . I ,'.m__...' ~<::, ,,"'" .......".....' / 4S a.t::NI1s > ,\ 'Pl.:'" :' I ,.. ~. i OPEN CUT AND IPA TCH 1 ,~.:. x'Jj' \! \ "" .... i .....i. ,,,' .., r,.,j~............"....,......-....'F'. ,~<I:; ~>f<l;:~' . li:1 I: ~,.' 115 t LF 4" PVC t, t .f' ?, I ;; u. .,. r.~, ,\" ,,), ROOt PRUNE TREE ROOTS v:>"f ,~l 1 ;" / ",.",. i J' ..,.... ': "":=;.1J~ 6 LJi....4,e:.d?VC:,:.~:::::..:...d...................,:~>>..;.<\ ',~." ..' ,.-:/ ,:: '" ,'; : \ ,.,.>,'" l~ L;/ ~; I Jr i: (;);.\'i \~;;~/;/~>\. ;<(~,';:;:'; ,,;z. I wk J ".'J ::~ I ~ ~ / , _ _ - - - - - - - - ;~,1; \\.l,::;;M~';\:i' .~;\~;,;:t;<;~\ ; FM UNDER ST DR ! I ,:y,:,,/ r" :{.,' ,;, / I x'~ i "'$/"*Y.iW"'''w , .. .........,.;:.:.;................ 4" .,.' {" ,~,~..~..". .............,,'.;:::;:..,52....tF .," PVC ..,.,:;<'" ~'~'~'.: .- .......... ,,:"'" : Ii '" i Ii j.,o' y1 " ; : ': /, ,Ii:\ I' 7 LF 4": PVC ~f r__" ~;':f~ :>. G E ~;'2.:~ 'f -, .},' ..':;': ,. 'f.... ,,"' SEE SHEET C5 ,': ;,f&:'..:;::....."..::::::.."....,.."..".... ~ ,.,j'< ,:,,~;.' ~I:>" ,!,>>#' '" '~-.v .. ,,, -',...." I' > .. "n'....'..'. " 1 / j~ "'arF.'''/. i 'I."~';< i ii ff ii ('" ASO BENOC~: ,,;,~> f ~. '''--''';00:''''-' ,."..... l" ~.~ .,.~ ...,~ . ,,--., " I .. .....I'9,............o'i 7' ~~. ......~... .if1."'" F OR CON I NUAIl ON............;"',..,,.. '7,).",'--', ,/ (j~', , ..," <' ..' " .., "", ' ':":.,;.:-x"'",":,,,..,..,. ~ ,: .' ?, ,:; '''''''"at "x i ;: !; ,.;.J,./ ,.,' r, ~" .......... ,/,' .:. ,f, ~',; ,;t." t:i~ f:J:.:.., ...,~},.,..,;..{,~;,~,... *:.'. .."......... '\ ," '" .."",.;..;, ." ...,-' H,/' I;' .~,:,. < 0'" ,,:," it i f' "1' ,,;,~,:; ,.~~.>Y' 11 ~'2'Q~.<BENDS / '1 ;'::. f,i;L.,,;;.: ':'?'''6~}V'' ':~' .\:~ '"... .. ....... .. ,., " ...... i \ REMOVE" CAP AND CONN. TO EX I ST:.fi;. relh.,<,rpvC WM ":,'<>",.:t....,''';;.,.,.rr/..\, : '" ! ii ~ :} CORE ANDr1,eoNN. TO EX I 5T. MH \ ",;,; ", ,.,', ,'\ .....~:;~):~..::.. ~~ 63 ..t"F "'8"'" 'PVC" WM 20 LF 8" pvd \ CONTRAtT-OR. T'O PROV I DE PROPER RESTRA I NT \~?~:~'1; ~/.~.,... "'" '.":'t;'~, ~i :, ,.,.",? \~,\': rAT {,)-NVER'T BENCH I LINE I N5 I DE OF MANHOLE \,;;< <?<:,', : ",....,.\....'PRIOR TO EXCAVATING END OF LINE. $"'~~','; ...,,-, '/}> ~ It, ,.;.' . ii~ ,.wtTH NON-CORROSIVE LINER '~iil:>*':, ."'> NrmliV,):~~~: ~:/ ~N:V~ A ~:H \ j!,;J,: '. .;~(; \t:r~m,::~", " "ffL ! .{' 1." \4" ~"1tf ~f j!i 8" PVC :;J;^ ,;' Ii ., .,r'" ~; ",.r ~. ," ~"!~1 !~.,~ ,:J,; ,.,1 :~ ~ ,f ~~:- ,;'.~1.', f f I I ! WM ! <, ." '?i \ ;..\),t;f;':;~;2;;:<;(H~ ,;~;t:;';~t ~:~~,\. i', ; f "'? .. ~" ~;:: "";.: / / ; , ; i... ". .... ~~~j ,~. ;~:- ;~~ 0:.';. '.,j FM UNDER 10":P,W~ WM 18" ~IN. VERT: CLEAR. l'");':'':;' ~~' :};":' : r PATCH ~,.' N In .0) u{\o z8 g ~o 0 .. I CD . ~ I ~ f_' CD .JoIoI O)CD ~ I {\o l'- .. Q) {\o - ~ 0 Q)N{\o r .r04 > In 0 ~ >'r04 lIS ~ rn H ~ '0 Z~Q.~>< ~ >< 0 < ~ bOQ).....~ .A Q m ~;;::: ~ .1"4 m L- , H~ 'tiCD ~ Q) 0 CO .Q)CDOtfJ ~QO!>I ~ .r04 """ ~ CD bO bO CD f"'\ Q Q l'- I-t r:tI 0 _ ~ H {\O, .AbO 0 ~ Q ..q. ~~ U..... ~::s ~~ o u NOTES: 1. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. LOATIONS SHOWN ARE BASED ON BEST AVAILABLE DATA. THERE MAY BE OTHER UTILITIES NOT SHOWN 2. CONTRACTOR SHALL REPLACE LANDSCAPE AND SOD AND IRRIGATION ALONG R/W DISTURBED DURING CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE AS-BUILT ELEVATIONS AT ALL CROSSINGS AND VERIFY HORIZONTAL LOCATIONS OF EXISTING LINES. 4. CONTRACTOR SHALL COORDINATE WITH AND MAINTAIN ACCESS TO ALL PROPERTY OWNERS ALONG ROADWAY. z a f- 0... 0::: U Vl W Cl Vl z Q Vl v 1"1 > a w a ....... a: ....... Lt'l 1"1 N ..... ..... N Vl Vl t- t- Z Z W w :=i ::E ::E ::E a a d u u z u u a: a: Cl Cl >- W >- f- f- f- <( U U Cl - """ C>> ..q. C>>tC CD' {\o{\o N..q. tfJ~ . {\o ~ ~~~ T , .r04 v GSH" ~ .r04 0 >< r_' Q..... lIS 1-1-4 .r04 ~ ~ ~ bO. . H....""" '1"4 .... """ ~ > ~ C>> H IdO IT! """ ~ . t-I-4 CO {\o ~ an~.qt Q)CO 06J' Ql'- 'r04 0 ~..q. .. ~ ~ . ..cl D.t SHEET NO. C6 { RICHARD NJ LABINSKY. P .E. FLPE+34868' -- u LIMITS OF POND AREA/TOP OF BANK ~10' MAINT. BERM I I I I I I I I U r-- _:Z 3-5 cu. YD. TRASH ! CONTAINER ~ ::E ':-. ~~ONCRETE PAD - :;: 6" TH I CK /~101 MAINT. BERM ___4' X 6" DIAMETER ~ BALLARDS ~ 15' MINn..IM~ 6' BLOCK WALL STUCCO OR SPLIT-- FACED BLOCK 3 SIDES 16' VARIES 120' X 240' 15' OR 30' 10 14' 16' 8' 14' 5 ~1 8' 16' ~1 - ~ 4,.) 1 C.E.-:~:~ u 10<<~ ~2 62.5, - 2 -S:?>........ y>>~} 8 1 ~ >%~ /~>> 5B.5 ~# ~~~'S>~~ NOTE: POND SIDE SLOPES TO BE SODDED. '--- nln I - ~ ~ "'EDGE OF PAVEMENT ~NOPARKIN~ ~ ~ ~ ~ ~FRONT GATES TO BE AREA r :z SOL I D ME TAL OR WOOD 6" REINr8~miTM~~8~--"'~ ~ PLAN POND SECTION N.T.S. -- ~~~~~~""'~ ~~ ^ ~ ~ ~ /6" REINFORCED CONCRETE ~~\ ~ ~ PAD (CONCRETE-3500 P.S.I. I ~~I; '~:',i;;" -.' ~'.' ":'''lfl~I:I;I~-li~ II:~ I I ~' I 7 USE USF /6210 GRATE 89.25 3'- 0"/ / I 68 74 3'-0" 2" L1 t 66 lI: lD 6" - f--2" CL. 6" ~V-3.5" CIRCULAR BLEEDER ~ INVERT 66.50 " 86.0 NO.'" BARS -< ~ II 12" eTRS. ......... " MOUNT FIBERGLAS SKIMMER TO INLET NOTES: 1. MAXIMUM ANGLE OF CONTAINER PAD TO DIRECTION OF AISLE TO BE 30.. 2. AREA TO BE FREE OF OVERHEAD LINES ~ND WIRES. 3. TYPE OF SCREENING TO BE APPROVED BY THE CITY. 4. DOORS ENCLOSING THE DUMPSTER PAD ARE REQUIRED. 5. DUMPSTER PAD TO BE A MINIMUM 15' WIDE FOR DUMPSTER & RECYCLING 6. CONTRACT HAULER TO BE CONTACTED FOR CONTAINER SIZE AND REQUIRED PAD DIMENSIONS. 7. PROVIDE POSITIVE DRAIN TO STORM WATER SYSTEM. 6" 2'-0" 6'" ELEVA TI ON 1--- --f--- ;- I 1B" CP 1\ oUJ ~ -- /. BLDG. ~ ~ ~ ~-'l'////~/ , o:r I~ It "I -- (---- I \ -~- --- MOUNT FIBERGLAS~] SKIMMER TO INLET " 18" ADS CUTF' ALL PIPE. INV.-88.50' DUMPSTER PAD & ENCLOSURE .. I"l \ ~- __1-_-= f--2-1/4" - I-- 6" lI: lD ]6" v 6" SECTION aNi TYPE 'c' CONTROL STRUCTURE N.T.S. CL DRIVE CL DRIVE 20' 15' PARKING 1~'X20' 12' 12' PARKING 10'X20' 15' PARKING 10'X20' PARKING 10'X20' 5' ., S/W BLDG. R/W CL DRIVE 5' PARKING 10'X20' 12' PARKING 10'X2eJ' 12' :.~~ ==== r 1-1/2" TYPE S-l ASPHAL' IC CONC. . '... ~ 2e a::::: a::::: a::::: a::::: a::::: a:::: a:::: ~ ~ ~ ~ = = = ~ ~~ ~ 88;::t ~~~~,~~~~ B" LIME ROCK BASE, LBR 100, 7 MIN. 981. COMP., AASHTO T -180 1211 COMPACTED SUBGRADE,98l CaMP., AASHTO T -180, 75 PSI FBV, STABILIZE AS NEEDED TYPICAL PARKING SECTION A-A CL DRIVE /. PARKING 10'X20' 15.65 PARKING 1~'X20' 15.65 BLDG. ~ j 'l'//////h 2' .~~== f 1-1/2" TYPE S-1 ASPHAL IC CONC. rr ~rea::::~~~a::::~a::::~ ====~~~~ ~~"~~M B" L1MEROCK BASE, LBR 100, ~ MIN. 981. COMP., AASHTO T-180 1211 COMPACTED SUBGRADE,98l CaMP., AASHTO T -180, 75 PSI FBV, STABILIZE AS NEEDED TYPICAL PARKING SECTION B-B CL DRIVE P/L ~ BLDG. , ~ , ~ ~ "'-,,,.... ...' .." 12' 12' 5' PARKING 1eJ'X2~' 5' S/W ~ ~ CAR STOP TYP. . ~:.') 1-1/2" TYPE S-1 ASPHALTIC CONC. \ V ~ ,~'7~~:~8~~a:::::~QOQOQO~ _, \ r1-1I211 TYPE S-1 ASPHALTIC CONC. /"-' ~///nn z~~~,~~~~,~~~,_ ~B" L1MEROCK BASE, LBR 100, MIN.98Y. COMP., AASHTO T -180 1211 COMPACTED SUBGRADE.98Y. COMP., AASHTO T-180, 75 PSI FBV. STABILIZE AS NEEDED TYPICAL PARKING SECTION E-E CL DRIVE TaB ~ , BLDG. , ~ ~ , 12' 12' 16' PARKING 10'X20' PARKING 10'X20' .. .. .. .. .. .. ' ,,",,"' 1-11211 TYPE S-1 ASPHALTIC CONC.\ ~:~:. 8:3 8:3 8:3 88 ~ ~ -::s;:;. -::s;:;. = = = ~;::: .... .' ~~~~ ~A ~B" L1MEROCK BASE, LBR 100, MIN. 98l CaMP., AASHTO T -180 1211 COMPACTED SUBGRADE, 98Y. COMP., AASHTO T-180,75 PSI FBV, STABILIZE AS NEEDED TYPICAL PARKING SECTION F-F c: \AARML\200910\DGN\PGDDTL.dgn 01/26/04 06: 5~33 PM /. BLDG. ~ ~ ~ ~ ~'/////h 1-11211 T'I PE S-1 ASPHALTIC CONC. \ 11 (0:. ::::~~~~ :.... =:;888888~8888a:388~~~~ == .'.,.., ~~"'~j ~B" L1MEROCK BASE, LBR 100, MIN. 98l COMP., AASHTO T -180 1211 COMPACTED SUBGRADE,98l COMP., AASHTO T -180, 75 PSI FBV, STABILIZE AS NEEDED TYPICAL PARKING SECTION C-C CL DRIVE PARKING 10'X20' 12' ., 12' PARKING 10'X20' ~ f 1-1/2" TYPE S-l ASPHAL IC CONC. ~88888888~~~~ ===~~~~~;::: ~~-"'~~ B" L1MEROCK BASE, LBR 100,7 MIN. 98l COMP., AASHTO T-180 ~ 6" S/W BLDG. ~ ///////// ~ ~ BLDG. VCAR STOP TYP. ~~~~~/""/,,/~ ij/////~~~0 BLDG. ~ .;,;///~ 1211 COMPACTED SUBGRADE, 98l COMP., AASHTO T -180, 75 PSI FBV , STABILIZE AS NEEDED TYPICAL PARKING SECTION 0-0 rrl 0 . W 0 ..-- ---1 Z "- en . 0 rrl 0 ~ Z ..-- 0 . "- N 0::: 0 ..-- . .. 0 Cl Z W W . ~ J U .....J 0 W <[ c::: ::c u e.... u VI z o I-- e.... c::: U VI W Cl v ~ 0 0 ...... ...... ~ Ln N ...... ...... N VI tI) I-- I-- Z Z W W ::iE ::iE ::iE ::iE 0 0 U U U u e:::: c::: Cl C >- >- I-- I-- U U VI Z o VI > W c::: . o z w ~ <[ o ~~ ~ ~ ~ ~~~~ ~~~~ ~~~~ ~~~~ ~~ ~ ~ ~~~~ ~ ~ ~ t\l tfJ .m UI,\- z8 g HO 0 .. I co . ~ I r:tI ~ co · mCO ~ I l\o l\o .. /1\ l\o - "-... III t\l l\o ".., 0 G) trJ 0 .,.. l> ~ ~ l>.,.. tIS- rn J.4 J.4 'C Z ~ Q .~ >< H ~ 0< ~ bOG)~~ < .: : ~~ ~ J.4 r:tI 'C (X) G) Oco .G)coOC'J III:::! ~ 0 1> I ~ .,.. ~ i> (X) bO ~ (X) '" ~ ~ l\o ~ ~ 0_ ~ ~l\o <~ 0 ~ ~ ~ ~ "": u ..... ,.Q H ::J Pot ~~ o u ~ m ~ mcc (X). I,\-l.'- t\l~ tfJ~ . ~ f;E:1 J.4 tIS 0 U Q~~ f;E:1 tIS M .. r_' .,.. 0 ~ ~ ~.....lI! ~ .,..~~ bII .. .. M~~ ~.,.. ~ ~ > ~m ~ ~~~ n co ~ ~lOM~ G)CC ~. ~~ .,.. 0 ~~ .. .c: Pot SHEET NOa C7 / (j)(&(~ RICHiRj/ M, LABINSKY, P.E. NO. 348~ 6 w z o z o rr:l o "- LCl .-.J ..- . ::E en o o N ..- "- N 0:: ..- 4" CONC. SIDEWALK WITH CONTRACTION JOINTS a 5'-0" O.C, Ie EXPANSION JOINTS II 20'-0" O,C, A" l' - 6" 6" . o z 12" 12" .. o w ~ U w ::r: u W -l <( U V) 6" .. W f- <( o . -:l o a::: a... rp'VMT SECTI~N -~ -,....- ---- {2~\ (0 1I2"R. ~ ic..... .4 '.4 . . .. . .. . ~ . . 4 '. 4 . 16" l/ADJACENT PAVEMENT roll" R~ 9" 7" I ---- 7 !3" / 2" 11" 1r4" RJ" / roll" R..Y 6" 5' ~I PROPOSED GRADE I 2" PRIOR TO S7D 21. SLOPE ... - --4' 4' 4'~' 4' 4' 4' U I--t;W~. A' , A' . A' : A' , A' , A' , All !-III' -IJ =TTI illv ~ . , . , ' , ' , . , . ~=m= lJ111( /j/j/j011== -6" COMPACTED = V / ~ MATERIAL, 951- 11== 11== MAX. DENSITY =111==llll II i=-III ..1] II -L III-ffi r PAVEMENT '7 1/41"3- _ i.~cf.' 3"R U) ,~. · b _ _ _~rv.~j,.., . . ~~./ ~ ,.' ~ 6;'l' . .' 3"40' 'R~ 6 (0 .' :. j,,' :t. 6' ~',' : ',' :....' ... '. .~ '",,'. . ...~6.1.....~...... ~6 I ~ -~, ..~.. . ,. ...' ~ It.' ,0... : ,. Ov: " :.;..' :.'.. ~'" 7 2" /j...... .~.../i. . . ,A '. ,I.... fi J:." STD ;.,::- -I ROCK BASE SUB GRADE 'l; I z o f- a... a::: u V) uJ o . .. , .. ~ I 4 ... I '4 . _L..- I",' I B". I -= 2'- A" I~ ~ 2' - 0'" TYPE I A' CURB N.T,S, MIAMI CURB N,T.S. TYPE 'rY CURB N.T,S. TYPE "FH CURB N.T.S. TYPICAL SIDEWALK SECTION N.T.S. - V) z o V) > uJ a::: . . . . . . . . . . . . . I~ ~ o " I/'l " N oq- o " ~ N " . . . . . . . . . . . . . . ~ .--ASPHAL T~ , ( TVP I ~ RESERVED PARKING SIGNAGE SPECIFICATIONS ~ ~ _ Q~r 1_ ,_/ 0. @' t---- --DISABLED SYIiBOL ( SPECIFICATIONS " J 5'1-- ~ :~ //; CURB~ ~ ~ v v v V) f- Z W ~ ~ o u u a::: o >- f- U V) f- Z uJ ~ ~ o u u a::: Cl >- f- U L JOIN TO CURB BACK OF B W+A+I(7 x A W . SIDEWALK C5'STD. I o z 5.8' 5.0'. 6.8' 6.0'''' 1.3' 6.5'''' 1.3' 6.5'... 1.8' 5.0' 8.1' 4.8' 8.3' 4.4' 8.4' 4.1' 8.6' 3.8' 8.1' 3.4' 8.9' 3.1' 5.8' 6.8' 7.8' 8.8' 1.8' 8.3' 8.8' 9.3' 9.8' 10.3' 10.8' 5' a' 6' a' l' a' 8' a' 5' 2. a' 5' 2.5' 5' 3. a' 5' 3.5' 5' 4.0' 5' 4.5' 5' 5.0' 2. STAPLE WIRE FENCING TO THE POSTS. 1. SET POSTS AND EXCAVTE A 4" lC 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS, 0. b. I) B , I 0.01 CMINI 0.041 CMAXI /0.02 CNORMI I I Loll. A UTILITY STRIP ,~10- 0.02 CMIN) 6- 0.08 (MAU r=- I"O'~ (NORM) "l.. .. W f- <( o I I ~\\' .. \\ J""~4" \\'~\ ~~4" ~\\,..oo:\\\ :;..0' ....., ,...,' I DROP CURB 2-CTYPI~ I i~ I~ " ......... 1211 MAX. Y-i I ~I~I~ - I ::::::::::;::: ~\\' \\\ \" ~\\~\\\~ ~\~~\ ~ ....., "/\ ..- 8CTYPI ( t~~ ) ~ ~~ ~~~~ ~~~~ ~\::)~~ ~~~~ ~~~~ 8~~E ~ ~ ~ I -( CURB & GUTTER TYPE F SHOWN) X SECTION BB B=X-( A+1 0") B=DISTANCE FROM FRONT EDGE OF SIDE- WALK TO BACK POINT OF 12:1 SLOPE . BACK OF SIDEWALK DROP REQUIRED FOR ALL SIDEWALK SLOPES .. BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK SLOPES 0.04 AND PART 0.02 -I- -- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL, 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCEAND EXTEND IT INTO THE TRENCH, 1Z' WIN 12' WIN e.J..N1 t/fl[Ql 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT. AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT. ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBIL IIF ACCESSIBILITY. OR THE CAPTION -PARKING BY DISABLED PERMIT ONLY.- OR BEARING BDTH SUCH SYMBOL AND CAPTION. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE, ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. 2. FL DOT REClN'ENDS MEASURING PARKING SPACE WIDTH FROM CENTER TO CENTER BETWEEN BLUE AND WHITE STRIPES. PROVIDE CAST IN PLACE CONCRETE ENERGY r DIFFUSING RIBS IN 458 CHEVRON PATTERN WITH OVERLAP (MINIMUM HEIGHT OF 3") MIN I 6" ~ ~ r--~ 6" MIN . ,~ ," I ~ ,~" t4" MINIMUM DEPTH OF 4" THICK TOE PROTECTION I 6' -(l- CURB TRANS IT 1 ON 13' -(l- DROP CURB 1 6' -(l- CURB TRANS IT I ON I ~ I .... IlF SIDE....., GUTTER.-/ (TOP OF CURB FACE f 3'-0" ~\\' \\\ "(\.\ \ ~\ ~\\.;."':\\\ ....... ~\~~\ ~ '. ~\ ~\\\ \\\\\\ ~\\~\\\~ ~\\\ ~\, ~ "'=-, :;::::.\:\ ~ 6":11 t -, v . WWF REINF. C! 6"x6" - 10/1 SECTION AA A V t-- POSTS COMPACTED GRAVEL~ FIL TER F AeRIC- II'R '11=111 III~III '11- -\11 =-111= EXTENSION OF F AeRIC AND WIRE INTO THE TRENCH. .", ::::- <9. WIRE FENCE HNlDIC/JP PARKING STRIPING FOR MULTIPLE SP~ES BACK OF SIDEWALK DROP..- SECTION , NOTES: I 1lt-R ~ 12- FTP-2S . ~... r,\~~' \~ NUrE,fHNlDlCIP SIGN DNL:fl 1. ALL LETTERS SHALL BE BLACK AND ,8 IN HEIGHT. LETTERS ARE TO BE SERIES -B- DR -c-. PER MUTCD. 1. DRAINAGE FLUME SHALL EXTEND DOWN TO THE BOTTOM OF THE POND OR SWALE 2. TO BE USEO ON GRADUAL SLOPES OF 4:1 OR LESS ~l!; ~ CONSTRUCTION OF A SILT FENCE N.T.S. UI 2" TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED CENGINEERING GRADEl BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADEl WHITE BACKGROUND WITH BLACK BORDER. 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2~-23 OF THE MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES CMUTCDl AI NOTE: ON EXISTING FACILITIES. REMOVE AND RECONSTRUCT CURB OR CURB & GUTTER. ~ 18- 4: ~ ! ~ .. DRAINAGE FWME !:.. _ PARKING BY DISABLED PERMIT ONLY DTLllI SKL 18-lq-q5 PICTORAL VIEW N ttJ .m Ur--- zg HO .. I .~ ~r:q . ~ SIDEWALJ( RAMPS DIMENSIONS . QUMTITES C E F C /- TYPICN... RESEfNED PARKING SIGNN;E ~ 11 25,25' t4 ' ~ Ii N B A ~ -~ rvl} RAt~' II II I II I I R ~Nl:/~ HAY BH.ES ENTRENCHED .... ~: I I '..... I 't .... COMPACTED SOIL 1'1 TO PREVENT PIPIIIG /" ST AKES (21 REQUIRED PER BALE A x D -- 1:lIr' UT U6' 1.21' 1.33' L'lII' 0.1 ' 4' m (0 o CD I CD mCD I r---r--- Q) r---- .. 1'- )o40Q)~0 .1"'4 l> ~ ~ l>.1"'4 lIS- rn M f.l '0 Z~Q.~>< H ~ 0< ~ bOQ)r-i~ < .9 : ~~ ~ M(';I:1'OCD Q) 0(0 · Q) to ot') ~~O!>I ~ .,.4 ~ p CD bO bO CD r\ ~ ~ r--- Hr:q 0_ ~ ~1'- .AlbO 0 ....... ~ ~ ~~ '": U r-i ,.cI H ~ ~ ~ ~ o u ---,.-_ I r. -yo 4'.3" ". l' 10 ' 4 :! '--~ ' ':- I-J: :::: 7,U- ~u.25' 1 :: I ~::: 1,4' 4.12' ::'.,,: I' 1.73' 5.10' ...21 . 2.OCl' I.DB' El.33' .. 1 I ,45' "f.D':: IUS' ~ 21.33' :z.u 1.42' ..oe' UX1 lI.DO: _~~: ~,: ,.' 2Ii:w- Ai: ..... .-t m ~ mco to. r---r--- t\l~ ttJ~ . ~ ~ MlISO t) Q~~ r_' lIS M .. 1-'-1 .1"'4 0 ~ ~ ~1"'4 lIS ~ .~~~. MU.-t .,.4 ,.aj .-t ~ > ~ m ~ .-t~~ I-i-l CO ~ ~ lO M ~ Q)CO +J. ~r--- .1"'40 ~~ .. ~ ~ 2.00' 2,24' :m 3,00' ,11' I' I' 4.11I' ,. 7,'0 ,.33' 4.15' 1.01' 1&' 2.25' # ~~ 4r ,,0 i'~ FILTERED RUNOFF ~ 2=1 SLOPE 31' ':, :; 2.71' 1. ' 1.10' 1.14' 4 . 64" 10" II, 13.. 14.>>' 1,44' 11.11I' 11.11' 14' 15' UI' 10.11I' 1'. I" r. " 40..' 4 ,I' 13.42' \5,75' 11.83' t ' t! :54.50' -- SEDIMENT LADEN RUNOFF 3'.5" 4" 3" S'-11l ;,....- l,-h 4'. . . " 1, ' , , 4.1 SLOPE I I I I I I \ I I I I I \ \ \ , I I I I I I I I I ) I I , I J / ". ' .,.. I" 1'. I' ...; '" ;.-1-, 'F-~I-i ~~ ~ ~ rt i)J' 20' 2,01. SLOPE --- /!l>>./ P--I /,8EYELED OR IlOlNIED CORNERI ~ I--~ : : - - .I"~'. : : I I :s I (~~~~~~~ ~~~~?~---'-----o.-:.~r '1 ',,_"--J ,/~ \-,'- ------- --------:..------ _ _ _ _ _ - - - - - - - - _:::=-=-_.....---y-_=-:=: - - --4-- ~ ~ /ftL : ~ /T7 ~l, I r , I CCINClIETE lUll 3" OR 5Vo" TIIClC. Y REIlFClACEIl WITH WWF lliidll - WI.4oIWt.4 ill. ib fJd~ - ...'7' \' '/ \'> I I .0. ~ i: ; ST AKED HAY BALES IN ACCORDMlCE WITH FOOT INDEX .102 , \ \ "YII \ ~i I / I NOTES: TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR MEAS ON-SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS, EROSION CONTROL STRUCTURE MAY BE REMOVED N='TER UPSLOPE MEA HAS BEEN ST IBtLIZED BV SOD. OR COMPleTED AS DETERMINED BY CONTRACTOR, H..TERNATE EROSION CONTROL IS FILTER FABRIC IN ACCORDANCE WITH SECTION 985 OF THE FDOT STMlDARD SPECIFICATIONS CONST" JOINT CTVP.> '\. " "- " , / , _"....-",/ I t l' - 6" __-' _________'--I-~--------------~l----- _______--- -1 --I- I -.' l' - 6,03 I 3'R lTVP) ...., ....- -- _____ -"""V- THE FOLLOWING LIST REPRESENTS A BASIC ERDSION MID SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT OFF-SITE SEDIMENTATION DURING MID N='TER CONSTRUCTION OF THE PROtECT. , " 1/';', ... .... "Y" PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTH.LEO AT THE EARLIEST PRACTICABLE TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES, ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORMY EROSION NIJ SEDIMENT CONTROl. MEAS~S AROUND THE PERIMETER OF THE PROJECT OR THE IIIITIH. WORK MEA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES. TEMPORARY EROSION MID SEDIMENT CONTROL "::ASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICH. EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMNIIENT "::ASURES, /sooJ TOP VEW - SINGLE PPE tJ.~ aICll'al f't ~ r OR ava.__ ~ ~~~-!!U!J9Y.E.:M---. :::- ~ ....."711..'....., ~ " ~ NO, 4 BARS IrS SHOWN PAVEMENT SECTION c EROSION AND SEDIMENT CONTROL MEASURES SHH.L BE ADEQUATELY MAIIITAlNED TO PERFORM THEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE PROJECT - '/'\. :1 ~ 11' - 6" VARIES r: , 0',02..J. ~ 7. /. L , ry~/ ~~~~~'/6~1:f(/~~{:/ , /, // // // //"',/,"-,/,"- h"- '" .. 'i- 'If COINCTOR :~" d: -.J '. - - t SADDLE .....> ' , _ it - I- - _ 7 iii ~~; ;r' .4 8M~ I I. &'100 I ~ "-~\ /7 7 I ~~~,,~= I I E , L..d LlOIT _ CFOR "...no:n .... !lEeT1IlNl NECESSARY REPAIRS TO BARRERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTL Y .. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAlNF H.L. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY VZ THE t-EIGI"tT OF THE BARRIER, MATERIH.. FROM SEDNENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MNIlNER WHICH MAKES THEM READILY SUSCEPTIBLE TO BEIIIG WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER, NIIY SEDIMENT DEPOSITS REMAINING III PLACE N='TER THE BMRIERS ME NO LONGER REQUIRED SHH..L BE DRESSED TO CONFORM TO THE EXISTING CRADE, PREPARED AND SEEDED OR SODDED. STORMWATER MNIIAGEMENT FACUTIES, INCLUDING ROADSIDE SWALE CONVEYNIlCE NIID RETENTION AREAS. SHH..L BE GRADED PRIOR TO PLACEMENT OF IMPERVIOUS MEAS IN EACH SUBBASIN, NOTE: REINFORCING BARS no BE PLACED A MINIMUM OF 2" FRCOM BOTTOM 81 3" FROM SIDES OF CURB AN GUTTER CONCRETE 3.000 P.SU., GRADE "A". BIlE IITCH GMlE\ =111-: ::-111 -1// SHEET NOa C8 I -I . allPEo 4a1I1TERs TO I PI'E FOR PI'ES .. AND SIIALLER .01 FOR PIPES 14" lID UIICIER 2'III1ERI TO I PI'E FOR PPEI .. MID IlUUER ,... FOR PI'E 24" IN) URGER REINFORCING DIAGRAM SECTION y - y F-Tft PM) FOR IS PPE aLYERT ST ANDARD V ALLEY CROSSING N.T.S, SECTION EROSION AND SEDIMENT CONTROL STRUCTURE /tlfj((jr( RICHAlh'i M, LABINSKY, I NO. 34BE8 MfTERED END SECTION (F.D.O.T. INDEX NO. 272) DDDDODDDDDDD DDDDDDDDDDDD DDDDDDDDDDDD DDDDDDDDDDDD DDDDDDDDDDDD D{5fE]DD D DD D DD DDDDDDDDDDDD DDDDDDDDDDDD DDDDDDDDDDDD DDDDODDDDDDD ~::;~ DDDDDDDD DDDDDDDDDD DDDDDDDDDD I DODDDODDOODD DDi.~:tDD DO ~~ ODD DO ODD ~DDDDDDDDOl~D';i:i \ DDDDDDDDDD DDDDDDOD DDDDDD -..::.- - ~DDD!~ DODD DODD DDDDDDDDDD ( DDDDDDDDDD DODDDDDDDDDD ) DDD~DDD DDD WATER DDD DDD ODD ~DDDDDODDD!~DDD DDDDDDDDDD DggggggDj7..1 :/' CONCRETE VAULT SIZED TO CONTAIN VALVE AND MASTER METER - RECLAIMED WATER SEWER POTABLE WATER FINISHED GRADE--. "Fl/~ ::-.....~ /:1-"'1/~ ~"n ...... ...1/1"".' m ~ ~'f'1o;:/ / Rt ..., "".... " ""' II." SET TOP OF VALVE BOX TO FINISHED GRADE =" < MASTER IlETER LI NE INSTALLED BY CONTRACTOR ,1/ /1' 6" MASTER METER ~ ~ ~ ~ ~ ~'~ / III Ir I III IL J ~~ g~8Q~'~~<t>~1 ,~I ~=-_ 1"'( 1"'( I/' It' Q<'r'Q:X Q<r'( ! O::r xr~~ __ y~ ~ 6" ~~~~&W8~~6~~~~~& Q28~c%?8~Q~~Q~c%?89%?8~Q~- - ~ FINISHED GRADE~ ~/..1/?J<<.~~' 0, I, ~;::':I);;'I (f...~"?;/J; ~/7i!t::::!; " "':/01/ ..../.I...::::!:- CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAIU 6" GATE VALVE -. ,.., I'D ,~~~/..1//f!. .....; ~'h'; / /.. I, ...~,," ll/i~~ ~~/i:t. 'Jf!!k '/ E =~ FROM MAIN If' ( ADJUSTABLE CAST IRON VALVE BOX I / " N.J. PLUG VALVE~ lI11- WASTEWATER ,,~ ~'b FORCE MAIN )~9~>- r:,u ~ l -{ II.,; 1Li ~r, 1'-' 1Ul .J -{ i::~ ""'6, I~~ ~: ~~~J" ~ ~~~~~ 6" BEDDING ROCK SEE NOTE 2 BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT THRUST COLLAR IN ACCORDANCE WITH STANDARD DRAWINGS AND PLANS APPROVED BY THE CITY (2 RECUIRED) , 6" BEDDING ROCK NOTES: 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR PRECAST STRUCTURE AS WELL AS VALVE AND METER ASSEMBLY FOR APPROVAL. PRIOR TO ORDERING OF MATERIALS. NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 2. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. MASTER METER DETAIL FOR IN-VAULT METER PLUG VALVE AND BOX DETAIL (FIG.203) 24. x 24" x 6. THICK CONCa PAD TYP. EACH VALVE BOX. ~ ~DDDD~ aaODDClDD.....' <:DDDDDDDDDD >uDDDDDDDDDD I DDDDDDDDDDDD DD~..~_~:tDD DO n DOD DD ODD ~DDD!DDDDDD~WD DDDDDDDDDD DDDDDDDD DDDDClD --- ~DDDD!~ DDDDDDDD I DDDDDDDDDD \ :( DDDDDDDDDD " DDD~DDD I DDD ."TER DDD ODD" ODD ODD DDD I.ii~CDD,DDDDDD!~DDD ) \ DDODDDDDDD DDDDDDDD DDDDDD DDDDDDDDDDDD DDDDDDDDDDDD OODDDDDDODDD DDDDDDDDDDDD DDDDDDDDDDDD DD~DD DD DO DD DO DDDDDODODDDD DDDDDODDDDDD DDDDODOODDDD aaaDaDOaaaaa 3" DIA. BRONZE DISC ANCHORED IN CONCa PAD STAMP AS REC'D (SEE NOTE 1) #4 BARS ALL AADUND7 3. DIA. BRONZE DISC ANCHORED IN CONCa PAD STAMP AS REC'D. - -- POTABLE WATER SIZE OF VALVE ~ RECLAIMED WATER SEWER TYPE OF VALVE______ SERVICE . :: r r . ~ . 16 BY WATER L-20 r . r r r . ~ '.' rl'.~ " r I'. ,L..... , .' .' , . r ~ · , .' , . · r' · CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) . . , DIRECTION & NO. ~ 4~ OF TURNS TO / OPEN r '. . . , VALVE BOX AND COVER (TYP. ) , ..,""~" " , .' ~'..' ~ · f ~ ,. 2X MIN. .' '. It Ul SET TOP OF VALVE BOX TO FINISHED GRADE ---- '-- ~ V~ ~'t(. t ANCHORS FINISHED GRADE ~ .J , . . . 2500 P. S, I . CONCRETE MIN. 12" UNIA/PRCNED CONDfflON / ADJUSTABLE CAST IRON VALVE BOX TOP FLUSH WITH FINISHED GRADE~ '- '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. 'V A\ \ I ~/ / / ,- ,- " /~ /1"\ ~ i l -- / BOX SHALL REST ON ,.., ..., BEDD I NG ROCK NOT RESILIENT SEAT ON VALVE OR PIPE M. J. GATE VALVE:~.-'t' ~ - AND SHALL BE L.....I .-', ~ CENTERED ON WATER'~ _ "p~~ OPERATING NUT MAIN I~ ? T .JQ~~ . ~ ~g~o~ -U6'l ( '>l lut' lUt J/ ) .'( J/"l" X'f'l J/"l" .xl ~ng U()YO u ~~~~~~~o> o-u r- Jd",~~ J~ 0 ,g~ O~ ( I." l~~Ji8~~~~.....&?~ 1~1...;.-.. ,... .....~,... ( 6" BEDDING ROCK SEE NOTE 2 9" ~ASPHALT SURFACE ,'\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\." IV t.. '\. '\. '\. '\. '\. '\. '\. '\. '\. '\. " " ~ BASE . VALVE BOX AND COVER ITYP. ) ^ V 4" x 4" X IBM LONG (MIN.) PRECAST POST WITH 3" DIAMETER BRONZE DISC SET IN GROUT AS SHOWN ABOVE. lA/PRO/ED CONDTfflON NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER. OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 1S" X 1S" X 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. NOTES: 1.PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2.THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. 3.APPLY TWO COATS OF EXTERIOR ENAMEL PAINT TO VALVE COVER PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER VALVE COLLAR DETAiL (FIG. 101) GATE VALVE.COVER AND BOX DETAiL (FIG. 400) ~~ ~'''''''l "' . Z .... ~ It o 1 , ", It Ul NOTES: 1. 1S" MINIMUM CLEARANCE FOR WATER. SEWER AND RECLAIMED WATER MAIN CROSSINGS 2. 12" MINIMUM CLEARANCE REQUIRED FOR OTHER TYPE UTILITY CROSSINGS. 3. SEE ENCASEMENT DETAIL IF MINIMUM CLEARANCE CANNOT BE OBTAINED. CONSTRUCT UNIFORM PIPE DEFLECTION NOT TO EXCEED 15% OF MANUFACTURER RECOMMENDED MAXIMUM DEFLECTION PER PIPE JOINT DISTANCE AS RECUIRED ,/ ,I' FINISH GRADE'\ iilil I lilil I I:ilil III I rll rilill rillll filii I filllll:~lllilllll:illll fillll fill I I fillll filllll~ TTiW:11 fliJ1I I:W:II fillll fillll filllllw:lllililll:ilill filii I filii Ililll I IWft ;illlI l:wlT 11-111-111-111-111-111-111-111-111-111-111-111-111-111-III-II -111-111-111-111-111-111-111-111-111-111-111-111-111-'-'- 111-111- OBSTRUCTION PIPE r-1l1-_ 0... --UI _ - --=--rI _ - - -.If_ , " -~" .m--:.. - -- - -- -- -- \." -- -- NEW MAIN - -[-"I ---- _lIr _ _1- ...,g _lB-- - - - - -- -- - - - SEE NOTE -- -- __..::::::::-m -- - L.....- ----Dr DI "11/'" -- -- " , CENTER A FULL LENGTH OF 0 I P PIPE AT THE POINT OF CROSSING UTILITY CROSSING PIPE DEFLECTION DET AIL STANDARD SEPARATION STATEMENT FOR WATER/ SEWER CONFUCTS 1. SANITARY SEWERS, FORCEMAlNS AND STORM SEWERS SHOULO Al...WAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWER CROSSING WATER MAINS SHAl...L BE LAID TO PROVIDE A MINIMUM VERTICAl... DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND CROWN OF THE LOWER PIPE WHEREVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAl... DISTANCE, BOTH THE SEWER AND WATER MAIN SHAl...L BE CONSTRUCTED OF DUCTILE IRON PIPE AT THE CROSSING. (DIP IS NOT REQUIRED FOR THE STORM SEWER IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED), SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS, ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICAl...L Y RESTRAINED. A MINIMUM VERTICAl... CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. Al...L CROSSINGS SHAl...L BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE. THE NEW PIPE SHAl...L BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE, 2. A MINIMUM 10 FOOT HORIZONTAl... SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARAl...LEL INST Al...LATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAl... DISTANCE OF 18 INCHES IN PARAl...LEL INSTAl...LATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF OIP AND THE SEWER OR FORCE MAIN SHAl...L BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAl... DISTANCE OF 6 INCHES. THE WATER MAIN SHOUILD ALWAYS BE ABOVE THE SEWER MAIN. JOINTS ON THE WATER MAIN SHAl...L BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3, ALL DIP SHALL BE PC350 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORRISION SHALL BE USED. GENERAL NOTES: PAVEMENT RESTORATION: 1. LONGITUDINAL CUTS MAY REQUIRE OVERLAY/RESURFACING OF THE COMPLETE WIDTH OF THE TRAVELED WAY. 2. CUTS AT INTERSECTIONS OF STREETS GENERALLY MAY RECUIRE A COMPLETE OVERLAY/RESURFACING TO THE END OF ALL RETURN RADII. AND ALSO TO A POINT TEN FEET (10') BEYOND THE CUT WHICHEVER IS GREATER. 3. ACTUAL REQUIREMENTS WILL BE AS STATED ON THE APPROVED PERMIT. ODaDaDDDODDD aaaaaacaaaOD DaaaaaaoaaaD aaaaaaaaaaaa DDDDDDDDDDDD gg~~gg ODODODDDDDDO DDDDDDDDDDDD ODDDDDDDDDDD aDDDaaaaaDOD ~:::~ QDDDDDDD DODOODODDO DDDDDQDQDD DDDDDDDDDDDD ) I DDDL~_~:tDD ODD n ODD DDD aao ~DDD!DDDDDD~D 'J DDDDDDDDDD I DDDDDDDD DDDDDD ~DDD DaaaaaaD DaDDDDDDDD ( D~~r=JDDDDDD~~D DDD I'TER DDD ODD" ODD aDa ODD ~D1DDDDOO~DDD D~gggggggD '/ DODDCD -';,;' 1. BASE REPLACEMENT SHALL BE 3000 psI HIGH EARLY STRENGTH CONCRETE. 2. ASPHALTIC CONCRETE SURFACE MATERIAL SHALL BE REPLACED WITH THE SAME TYPE OF MATERIAL AT THE TIME OF REMOVAL. 3. MINIMUM ASPHALTIC CONCRETE SURFACE OVERLAY THICKNESS SHALL BE ONE INCH (1H). 4. ALL JOINT CUTS SHALL BE MECHANICALLY SAW CUT. - RECLAIMED WATER POTABLE WATER SEWER VALVE COLLAR IN UNPAVED AREAS (SEE DETAIL) Q'" . Do ~ HOT PATCH CONCRETE REPLACEMENT FINISHED GRADE , I NOTE: SUB-GRADE TO BE COMPACTED TO 95% MAX. DENSITY AS DETERMINED BY AASTHO T-180 CUT TO BE REPLACED WITH AN 8. 3000 PSI HIGH EARLY CONCRETE TO TOP OF EXISTING BASE. CUT AREA TO BE PLATED OR PROTECTED ON THE DAY OF POUR. EXISTING SURFACE TO BE SAW CUT TO AN AREA OF FIVE FEET IS') BEYOND BASE CUT. .' . .I , . . ~ "........77'>1 , , I ~ j l ~~ l I I ... ~ ADJUSTABLE CAST IRON VALVE BOX BUTTERFLY VALVE e" FILLABLE FLOW BACKFILL~ ~PERMANENT HOT ASPHALT REPLACEMENT APPLIED IN 2 INCH MAXIMUM LAYERS . I. ; ~~/ 11\" ~~~:)~-~ )~ J~U~~~~-= 0 ~t~~~~ ~~~>R~ )( .J(~..t JPo 1..0 IQ'O .. ,...., 7: ,...., ...... ';:;'h...... r-.. ,....,q...;r-.. "'r-.. 'oJ: ~~ IJ'J <<<--...;: ~ ~ ~ !- 5' TYPICAL 1___ .. r- s' TYPI CAL ~~~/~~~~ I ~ ~ ... ~ ~ :t. ~ .. .. .4 .. .. . 4 .. EXISTING BASE EXISTING BASE .. .. .. .. .. . . . .. .. . . 4 ~ 4 : .4 A' ~ Jrrr I 'mTTTml I Iml I I'll r~ ml I ml 11m' 11m' I ITll~ I -=1 11==1 11==1 11==1 II I ==:::=1111==1 11==1 1 1==1 I 1:- SUBGRADE -...,.., III~ C COMPACTED TO 111- IIII~ 95 ;E:::~:~N mill IIII~ 8 mill I III-II~~,I-II~III 1IIIIIIIIIIIIIIIIIlUIIIIIIIII ....., "VI ..... UNDISTURBED EARTH BEDDING ROCK NOTES: 1.PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION, 2.ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. UTILITY PIPE BUTTERFLY VALVE AND BOX DETAiL (FIG. 401) STANDARD ROADNAY OPENCUT DETAIL FINAL RESTORATION - TYPICAL OF MAJOR OPEN CUTS rt1 o " N N " o o N N o rt1 N ..- . o z W I- <( Cl . "-') o a::: a... ~~ ~~ ~ ~~ ~~ ~~ ~~ ~ N l".l .0) u~ z8 ~ ~o 0 " I CD . ~ I ~ J';iI CD · (>>CD ~ I ~~ "Q) ~- ~OQ)~~ .rot > ~ ~ >.rot as- U)HH'd z~~'~>< ~ ><0< ~ ~Q)""~ <( .= ~ ~~ ~ HJ';iI'dCD Q) oCO .Q)mOCtJ ~~O!>I ~ .rot 'I""'l j> m ~ ~CD f'"'\ ~ ~ ~ ~ J';iI 0_ ~ ~l'-- A4~ 0 ~ ~ ~ tt: ~ ---: u .... ~ ~ ~ ~ ~~ o u -.l <X: " z . ~ 0:: .. Cl W ~ U w ::c u W ....J <( U (/) z o I- a... Cl:: u (/) w Cl v o "- rrl N "- (/) I- Z W ~ ::E o U u Cl:: Cl >- I- U rrl o '" L.n "- N (/) z o (/) > W 0:: (/) I- Z w ::E ::E o u u a::: Cl >- I- U . o z w I- <( Cl ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,.... 0) ~ mco CO. ~~ N~ (.Y)CO . . ~ ~J.ttdo UQ'U~ r....' .r-l ~ td J.t .. ~'r-l 0 ~ rY ~ r-l td ~ .r-l rz.. rz.. bO " .. ~.~~~ .......>J.to) ~ tdo ~ ,.... ~ . ~CO ~ lD~.qt mco -+oJ' ~~ .r-l 0 ~~ .. ..c:: ~ SHEET NO. C9 /V/i/i {(if RICHARD "Y. LABINSKY, P ,E, NO. 3486ts TRENCH LIMITS "u,~ ~~ MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). · - . CD~ "'-:E ) I/.:. -I.&V~ . #4 BARS ALL AROUND .~~ (MIN. 2" CLEARANCE ~~, + AROUND PIPE. I ~ ...../ ~ 6M MIN. (TYP. I I. t .I----r PIPE SIZE 6" 8" 10" 12" 16" 18" 20" 24" 30" III 90D BEND 36 36 36 54 54 72 72 90 45D BEND 22-1/2. BEND 18 18 18 18 36 36 36 36 18 18 18 TIE RODS INCLUDING NUTS AND WASHERS (SEE SCHEDULE BELOWI 18 18 18 18 18 18 18 18 18 18 18 18 18 11-1/4D BEND PLUG OR BRANCH OF TEE 4" x 4" X 1/2" rf:~!~G PLATE ~ ~C (6" MIN. ) "" BARS ~~ ----I- ( 18 36 36 54 90 108 108 144 r MECHAN I CAL JOINTS ....:. 16........ ,._n I=' , / NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LE~GTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER. USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JrnINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN I~ THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIG~ FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA. WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: ____!~Q____ P.S.I.. . SAND / S I LT. SOIL DESIGNATION. ----------------- TYPE "4" BEDDING LAYING CONDITIONS: ---------------- · 6. FOR PVC PIPE OR PIPE ENCASED IN POLYETHYLENE INCREASE THE GIWEN VALUE BY A FACTOR OF 1.5. UNDISTURBED EARTH .. ~ t'. lCk:~ ~ D (4'-0" MIN. I --- ~3" COVER SEE TRENCH DETAILS FOR PIPE BEDDING REQUIREMENTS ENCASE TIE RODS IN 1-1/2" PVC SLEEVE SCHEDULE OF DIMENSIONS NlD MATERIAJ..S · DIMENSIONS 8 C HI fI r-tl fI e-(J 8' e-tl 8' 4'-(J r-(J PIPE SIZE rlNCHESI NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. BEDDING. BACKFILL. AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE:150 P.S. 1.* D 411 411 411 411 411 A e-(J 4 6 8 12 16 J'-(J 4'-(J 4'-tl (/-(J . TO BE COMPLETED BY THE ENGINEER. NOTE: THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SQ. FT. SOIL RESTRAINT BEARING. . TO BE ClIIPlETED BY ENGINEER. RECLAIMED AND POTABLE WATER MAiN RESTRAiNED PIPE TABLE. ( FIG. 1 04 ) RECLAIMED AND POTABLE WATER MAIN THRUST COLLAR DETAIL (FIG. 1051 I 1 2" <TYP. I (MIN. I VARIES I RIGHT OF WAY LINE____I~______________ · V LIMITS OF UTILITY EASEMENT CHECK I CONCRETE SLABi BYPASS METER-I_____ VALVE\ + GATE VALVE ~ \ I (2 REQUIREDI- ____ ~ CD 111 · ----~ ~ ~~l ? n-- - - III 1II1"---LIIII.r'"'\ r\, "I~N III I III 1IIr7~1II ,".J \' I 11I17' -111 ~ '-- - - - '"'---"" '-' ,--".~ r I I I I I t- - - - - - - - - - - - - - __I I DETECTOR CHECK VALVE - _ .{ I 'A r- b r\ \ e ;~ -~ o::l' ~ ..... ~ () _1--__ ---1 ~ -- '\ j ~ -I- ...-- II' \\. ~ r U- -I- t---- , III III~ " I T"'" ----- ~ rmr, \ 11I1'- /111I \ 1I~1T -"".11 "-...)'"' FLOW ~ -0 _ ---1 O.S. & Y. VALVES~ (FL/FLl (2 REO'DI BACK FLOW PRE VENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY PlPN 112M PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN D.I.P. AND CONCRETE SLAB. TIE RODS REO'D DlA. NO. t4" 2 t4" 2 -I' 2 t4' 4 t4" 6 ISOD 11.500 MINI SEE NOTE 5 NOTE: INSERT BACKFLOW PREVENTION DEVICE WHEN REQUIRED BY THE CITY. / ~= I ~~ ~ ~ ~~ E;: ~ ~ t1'1\\ ~ ~~ , I. .1 ~ HA" ~ GATE VALVE TEST COCK (TYP. ~ THREADED NIPPLE (TYP. 1- E ~ . .... ... .. -. I ..JI.. · JIIF GATE VALVE 12" SPOOL PIECE ~UNION I _ /.L (2 REQU I RED I .1 ........ ..... ., .::I." ...II r- 90. BEND ~.) (2 REQUIRED) I _/ 90. BEND r--.. '\ ~ FLANGED JOINT 12" <TYP. I -to-- 6M CONCRETE SLAB WI NO. 6 x 6 - W10 x W10 C25DD P.S.I. CDNCRETEI\ ~~~~ ' .w ~ ...... r-,:. Ij.::4:::-.... 'Yhll t ~ 7~/j;!l~ - ~n 'igf~~'if!Zj; ~, ~ ~ \, ,,/ . /~. (( 1/2" PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB FIRE LINE MASTER METER INSTALLED BY THE CONTRACTOR DOUBLE CHECK VALVE BACKFLOW PRE VENTER INSTALLED BY THE CONTRACTOR - ,", -- ./ " . z: )( -. -< :EE ::IE . .., w · Kt~'1~ ' IJY /1: --0-;0- .:;/i:1 //-......t.t.~~ ~/,~ /L~~' 1if~~~ '/J..~ I"l.~ . w . . o .D . ~~~lfj{t~ ~ / /... 1/~;::""'I7ft. ..../..:::-:. 'III """'~ -~ ~ ~O.S. & Y. VALVES I ~~ (4 REQUIREDI ~ 'lr- - 90' FLANGED BEND ,-- -I=t= -~ ..... F=- - ~ NI ~ .- ... 6H CONCRETE SLAB WITH NO. 6 X 6. W10 X W10 I ~ I FINAL GRADE . ~ ~/Z{ IX: I.LI > o u Jr ~ ~,. ........T'....""'r~ ~18" DIAMETER BY 6H OR 1 8 H X 1 8 H X 6 H CONCRETE COLLAR WITH #4 BAR ALL AROUND (2 REQ' D. ) II '1 II III J' ~ PIPE SUPPORTS (2 REQ'DI 90. BEND (MJ/MJ) RESTRAINED JOINTS (2 REQUIREDI {~ I . - Z N _ ...- ::IE ~FINISHED GRADE I \ .-'\. . . ~ . , I"l n TO I SERVICE ~ I \ J ~~ . ". ~ w w. · I w w. · ~ w. · /_. w .. ~"-""",,,Y')o;/I ~ ": ~//d,~Ifi!j~ W~;f!2l!l~/~~-;;Jlj!!J:J ~fJlIf!g~~~'(!l}!!~~' 'RJ ~ ~~~., ~~ fj;;.~Yn.!./l!!.($!:.; 8 Q. ~hl{L!:.4 1!!!::::.l!f:!:!.<'fi!../l!!')fifjt./;:::::::11i!!lJ. t::.o{,f,::;:~i}il.j7ft~ ~ "-l; ~,~ ~ ir RESTRAINED JOINT ~ E ~~~=~ ~'/)sfii~;::"'~/~',"<'~' 7,. ~::l!s!!ii&~7M.~'t7f!~:;; .,lliz. ~~=I= 1,(: (2 REQUIRED) n---1 1111 III ft-----n .. FROM MAIN L-....l "'1 ADJUSTABLE PIPE ADJUSTABLE PIPE III ~ TO SERVICE --- ~ SUPPORT STANDS SUPPORT STANDS ~~ THRUST COLLAR IN ACCORDANCE~ BY THE CONTRACTOR BY THE CONTRACTOR ~90" MJ BEND WITH STANDARD DRAWING AND PLANS (2 REQUIRED) APPROVED BY THE CITY (2 RECUIREDI 0-- L- FROM MAIN If -. . - .. '- . PROFILE VALVE SIZE THRUST COLLAR IN ACCORDANCE WITH STANDARD DRAWING AND PLANS APPROVED BY THE CITY (2 REQUIREDI NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHED~LE 40 GALVANIZED STEEL. BRASS OR SCHEDULE 801 PVC. 4" 6" 8" NOTES: 1. ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON. 2. FIRELINE METER MUST MEET AWWA STANDARD C703 3. BYPASS METER MUST MEET AWWA STANDARD C700 OR C701 4. BOTH METERS MUST MEET AWWA STANDARD C707 AND TRANSMITTER MUST BE COMPATIBLE WITH SENSUS TECHNOLOGIES SOFTWARE NOTES: 1. ALL ABOVE GROUND PIPE JOINTS SHALL BE FLANGED. 2. BYPASS METER MUST MEET AWWA STANDARD C700 OR C701 3. BYPASS METER MUST MEET AWWA STANDARD C707 AND TRANSMITTER MUST BE COMPATIBLE WITH SENSUS TECHNOLOGIES SOFTWARE. REDUCED PRESSURE BICKFLON PREVENTER (FIG. 5011 FIRE UNE MASTER METER ASSEMBLY (F I G. 502 I DETECTOR CHECK VALVE ASSEMBLY (FIG. 5001 ----n ~ "A" 1 6-1 /2 " 22-1/2" 26-1/2" IV1 o " N N " o o N N o IV1 N ..-- . o z w I- <( o . ~ o a: a.. ~~ ~~ ~ ~~ ~~ ~~ ~~ ~ N m .0) Ul'- z8 g HO 0 .. I CD . ~ I ~ riI (Xl , 0) CD ~ I 1.'- l'- .. Q) l'- - ~OQ)~~ .rot:> ~ ~ :>.rot as- rJ)HH'd Z~Q.~>< H ~ 0< ~ ~Q)""~ Qrn~' <( .rot rn .. l'- ~ H I'iI "d (Xl Q) oCC · Q)m om ~.5~~cD ~ QOm '" Q Q l'- HI'iI 0_ ~ ~l'- A'I~ 0 ~ Q ~ ~~ ~ U .... ~ H ~ ~ ~a o u --.J 4: " z . ~ . a:: .. o w ~ u w :x:: u W ....J <( U Vl z o I- a.. 0:: u II) w o v o " po) N ....... en I- z W ~ ~ o u u a: o >- I- U I"'l o "- LO "- N Vl Z o II) > W 0:: II) I- Z W :!E :!E o u U 0:: o >- I- U . o z w I- <( o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,.-t m ~ mco CO. l.'-l.'- ro~ ~ l") ~ U ~ ~~ ~ O~~ ~ ~ ~.. .1"'1 0 >< ~ ~ ~ ltj .1"'1 ~ ~ , bO .. .. 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U) VI o (/) o m ~ ~ - ....... o a z )> 111 r . r I\:l . r I\:l )> ::0 -t C) )> m CD ;0 r m VI . --J rr., ~ ~ :tl :b ::0 "-'< ~ ~ --0 rr, ::0 CJ ~ <:: rr., \) --! a =<: 0/22/03 1 NO DATE PROJ. NURSERY ROAlJ WAREHOUSES ...- P.E.,INC. - EB-0007932 RICHARD M. LABINSKY, conSUlting Engineering serVice lOB Essex Dri ve Longwood, Florida 32779 407) 78B-S6B7/FAX (407) 78B-8069 ( Ph 230220 N/A L M. R CHECKED SCALE DESCRIPTION /23/04 2/15/03 REVISIONS CITY DRC COMMENTS CITY DRC COMMENTS DATE NO SEf17ER LJEFA/LS & f17AFER PHIL REECE 561 Virginia Dr. Winter park, Florida 32789 Ph: 407.647.0911, Fax: 407.647.6491 fJ) I n~ I ~---1 I \ Z o . Z~ o~ . (1 ""'~ ~> ~E] ~. ~..,_._-.. "'... '''... t;;oioI '....__ .-..,~-. .....~ ) t-1 -~ .. >- <:::- ~ =::.:'::-, "-- Z 2.. ~,=. UJ _ r~ -____........ ~ ~" ~ ~ tzJ ~ ----k:; TROWEL-FINISHED CONCRETE BENCHING INSIDE WALL- rOUTSIDE WALL PRE-PRIMED JOINT SURFACES 1-1- 1-1- CONCRETE BASE T SEE MANHOLE CONNECTION DETAILS ~ PRE-PRIMED ~ /' JOINT SURFACES.Jr' ~ MANHOLE FRAME & COVER (SEE STANDARD DETAIL 1 FRAMES BEDDED IN MORTAR :y ,....". :::-.;:: ~ r$/ ,,",11 ~ 11 ( I I -..... /"" " .- ~~ ~ I ~ lJ ) JL COMPLETED~ JOINT WITH SQUEEZE-OUT I- - - ..... ~..... SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIONS SHOWN IN UNPAVED AREAS. <6...'::::' if II'V I....~ f-.- -f PRE-MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO BE REMOVEDI PRECAST MANHOLE WALL , I--- , ~ - , , , l6" SQUEEZE-OUT , INLET CONNECTION AS REQUIRED " ~ ~ L-/" -:. A I- , ~ , ~ ~ , , , , , , , ~ ~ - STANDARD DROP DET NL 2'-0" \ 4 COURSES (MAX.) CI) 2 COURSES OF BRICK (MIN. 1 w - a:: -< > TRANSITE COLLAR ENCASED IN NON-SHRINK GROUT FLUSH WITH MANHOLE WALL , (SEE NOTE 2) 1'-6" MIN. 3'-0" MAX. L~~ \ C III .. 4( ~ a:: f EPOXY COAL TAR COATINGS PER SPECIFICATIONS '\ , \ 4'-0" 5" MIN. I - co BENCH I NO PER SPEC I FICA Tl ONS~i'." 12~ _ REINFORCEMENT AND JOINT 1 ~ DETAIL TO BE DESIGNED BY ~ THE ENGINEER AND ! ~~ APPROVED BY THE ....l..-.. CITY. " -. 9 III uJ - a:: 4( > TJL g" 6" ~. ~ ~ MIN. g;-r jO- g" BEDDING ROCK 2" MIN. CAST-IN-PLACE CONCRETE BASE PRECAST MONOLITHIC BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24" 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOI.F PLAN AND SECTION (FIG.20Q) RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER~ \ I 1 ~ r-2 - NON PENETRATING ~~ 1 N~;:fI "Y PICK HOLES () S.o J 4" .p ~ A... .... ;; /_""'<... '1 ~ SANITARY I 1 '\... ~ Vl ~LOR~ ~ PLUG DR BRANCH OF TEE 90. BEND 45. BEND 22-1/2 &END 11 -1/4 &END ELNi. . r- /I - - -- '//////. t'.A _,,~ 24" :t 3/B" .1 /-.1 MACHINED MA TI NG SURFACES V/// ."-1 _ ~ I. ~ 1-1/2" MIN. l.--.Jl-4-3/4" MIN. ELEVATION STANDARD MANHOLE FRAME AND COVER (FIG. 202) I Y4- t.' ......., I SPECIAL DETAIL FOR 24" DIAMETER PIPE NlD LARGER ^- ~ PRECAST MANHOLE WALL --........ ~ , ,--" f..-. - STAINLESS STEEL BAND PVC OR Q DIP - ~ ~~.STAINLESS STEEL , PIPE CLAMP , , RESILIENT CONNECTOR I +: I /J , , ~ , ST NlDARD PRECftST MNlHOLE PIPE CONNECTION TEE o INFLUENT SEWER J (SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE (SEE NOTE 11 90. BEND 2" -~l ~ PRiECAST V MA,NHOLE , WALL ~ PVC OR DIP Q ) NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24# DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETNLS (FIG.2Q11 MINIMUM LENc;rH (FTJ TO BE RESTRAINED ON E/JCH SIDE OF FITTINGfS).. PIPE SIZE 8' Er 12" 18' 1l!J' 2.(1 24" J(1 1(1 18 36 36 36 36 54 54 54 18 18 18 18 18 18 18 36 18 18 18 18 18 18 18 18 18 18 1B 18 18 18 18 18 19 19 36 54 54 72 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER. USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA. WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: ____~99____ P.S.I.. SOIL DESIGNATION: _E~~~_~]I~_~~~P__ . TYPE "B" BEDDING LAYING CONDITIONS: ----------------- 6. FOR PVC PIPE OR PIPE ENCASED IN POLYETHYLENE INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. . TO BE COMPLETED BY THE ENGINEER. FORCE MNN RESTRAINED PIPE TABLE (F I G. 104) I II' , A.."--":: L" . . co z ~i TRENCH :"'- LIMITS ~ lD ~!k ~/ A 4" X 4" X , /2 " BEARING PLATE nyp. ) I r-C ~ (6" MIN. ) ~ BARS ---- -;;;; --- ----t-. r~ 1_- --- ~ UNO I S TURBED EARTH .. ENCASE T:I E RODS IN 1-1/2 '" PVC SLEEVE D (4'-0" MIN. ) -- I-- 3" COVER NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM CO~PRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. BEDDING. BACKFILL. AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STAMDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DES I GN PRESSURE: __1JlE__ P. S. I.. FORCE MAIN THRUST COLLAR DET AIL ( FIG. 1 05 ) ~ ~'9i::::I m ~ BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE. ) ~ 6" MIN. <TYP.) ---r TIE RODS INCLUDING NUTS AND WASHERS (SEE SCHEDULE BELOW) r MECHANICAL JOINTS :3 ~ / SEE TRENCH DETAILS FOR PIPE BEDDING REQUIREMENTS LOT LINE VARIES WYE WITH iCl 6" BRANCH~ 6" 45. BEND ""'- ~ '1'1" VARIES LLJ Z - -I . " a:: SEWER MAIN SIZE VARIES N LLJ uJ l.l.l t- III 0 Z CLEAN-OUT <TYP. ) SEE NOTE 1 WYE WITH 6" BRANCH CLEAN-OUT SEE NOTE 1 L REMOVABLE PLUG 6" 45. BEND VWYE WITH ~ 6" BRANCH ~ LOT III III LINE ~ cU ""/If [ LLJ Z - -I )I " a:: ~ ~ DOUBLE WYE PUN FINISHED GRADE ~ SLOPE TO \ )I TERMINAL ~ DEPTH AT "'- 1.0"/.MIN. ~~_ _~(TYP.) ~-LI ROTATE -w-..:z"X 30. (TYP.) lSEE NOTE 3) . ~~ ~w;r SPRI NG LI NE TERMINAL DEPTH AS REQUIRED FOR "HOUSE" SERVICE l 3' M IN. ) l TYP. 1 SEWER MAIN SCHEDULE OF DIMENSIONS AND MATERIA/..S · PIPE SIZE CINCHESJ A 4 ~11 6 3'~ 8 4'-(/ 12 4'~ 16 (1-(/ DIMENSIONS B C y-(/ (J y.g (J ~-(/ 8 Z.g 8 4'11 y~ o 4U 4U 4U 4U 4U NOTE: THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SQ. FT. SOIL RESTRAINT BEARING. . TO BE COMPLETED BY ENGINEER. SINGLE LATERAL DOUBLE LATERAL TIE RODS REO'D DlA. NO. I' 2 I' 2 I' 2 ~. 4 I' 6 PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE. 25' MAX I MUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. /fIX) 11.500 MINI SEE NOTE 5 SERVICE LATERAL DETNL (FIG.204) 1"1 o " N N " o o N N o 1"1 N ~ . o z W I- <C Cl . J o 0:: n.. ~~ ~~ ~ ~~ ~~ ~~ ~~ ~ ro ~ .0) t)1.'- zg g ....-t 0 0 .. I CD o ~ I r:t1 ~ to o mCD Pot I I.'- I.'- "'Q) ~,.... ~oQ)~~ .rot l> ~ ~ l>.rot 1t1- rJ)HH'tJ Z~A.~>< ....-t H 0-< ~ bOQ)......~ <.5 :~~ ~ M~roCD Q) OCO o Q) CD 0 crJ "-:::::! ~ 0 b. I ~ .rot ~ ~ CD ~ ~CD ,,~ ~I.'- I-I~ 0,.... ~ ~I.'- AbO 0 ~ ~ ~ ~~ ~ t) ...... ,.Q ....-t ~ Pot ~~ o u --.J <3: " z . ~ 0:: .. Cl W ~ U W :I: U .. W .....J <C U V'l z o l- n.. 0:: u V'l w Cl v o ....... 1\'1 N ....... V'l .- Z W ~ ~ o u U 0:: Cl >- I- U 1\'1 o ....... Ln ....... N V'l Z o V'l > W 0:: V'l I- Z W ~ ~ o u U 0:: Cl >- I- U . o z W I- <C Cl ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M m .qt mco co' l'-l.'- ro.qt !nCO . ~ ~ l.'- U Q~~ r... , .r-t ~ l\1~" ~ .r-t 0 ~ rv ~ r-l td ~ .r-t ~ ~ bO .. .. , J.. lit M I--l 01""1 ~ M I--l > J.. m ~ tdo ~ M P-t . ~ co l'- lOJ...qt (DCO -+J' ~l'- .r-t 0 ~.qt II ~ ~ SHEET NO. C12 /JjI)J :rdcf RICHARlr / M. LABINSKY. P .E. NO. 348El8 CONTROL PANEL DETAIL N.T.S. CHECK VALVE 2" GALV. METAL PIPE SET IN CONC. WI RAIN CAP, TYP. WARNING LIGHT;~ ANGLE ADAPTER MOUNTED STAINLESS I rr1 STEEL ENCLOSURE 80* ] SPARE PARTS 1. VACCUUM PUMP AND FLOAT 2, CHECK VALVE 3. CW OR CCW IMPELLER 4. SOLENOID VALVE 5. DOME/ ELECTRODE 6. MECHANICAL SEAL - SUPPORTS ~. 6" " . . .. ....~. "'.: ..:] ;J 9. 79'~ I MIN. a# (ENGINEER TO SIZE PLACE 2.1 CY OF GROUT AROUND BASE FOR FLOTATION KAMLOKCFEMALE) WI DUST PLUG V-HANOWHEEL 4"~ L ". 4" GATE VALVE(FLANGED) -=:r-FLOW J;b I FIBERGLASS HOOD & SUPPORT PLUG VALV~(FLANGEO)~ WITH VALVE BOX VENTILATING BLOWER SMITH &. LOVELESS 4B2X PUMPS 9-3/8# IMP X-PELLER 7.5 HP 1760 RPM 500 WATT HEATER CONTROL PANEL - 4' X 4' CONC. VALVE BOX W/COVER SOLID BOTTOM PROVIDE LOCKING TOP t M: 6' ...I' I (.~ I 71.50 . 1'0 I cEj '" - Ic = '" -. 3' MIN. L . =111.: . . . mE m rrl1\n III III II )( II ~-AlI 11 U ISLOPE TO 0 . I ;1' ~Tnl --7 U r RAIN '.TV / 1 v: 2" P.V.C. DRAIN-7:/Io', WITH P-TRAP, LOWER INVERT 12" BELOW VALVE VAULT BOTTOM ~, 4" MIN. DISCHARGE PIPE ~ DUCTILE IRON/P.V.C. '. (LARGER SIZE MAY BE REQUIRED) 4 , ~~ h ) ",/ ~~ . . . . .. '. . , LEVER CONTROL SWITCHES H. L. ON EL. 65.28 L.L. ON EL.64.78 . ' 11 J .. . . ~ "'" , , . . , H.L. L. L. OFf='63.78 OFt 62.78 EL.62.28 + . . . j~ t. \.J \ 0 SECTIONAL ELEVATION N.T.S. I ' 1 2,J V ~.~, ..... ,s,un ION I . CONTROL GENERATOR RECEPTACLE PANEL 1. ENCLOSURE; NEMA 4X STAINLESS, 304 GRADE, 14 GUAGE. GASKETED. #4 Y~~T~~Dp~I~tS~oc~E~: ~~~I~[~S~P~~~~[DHI~a~~ O~~.S~t~~E2~QRXP~~~0~K~~GFOR UP TO 15 H.P. 2. MAIN BREAKER: SQUARE 0 HEAVY DUTY SIZED PROPERLY FOR FULL LOAD OF STATION PLUS 251.. 3. EMERGENCY BKR.: SQUARE 0 HEAVY DUTY SIZED PROPERLY FOR FULL LOAD OF STATION PLUS 25%. 4. MECH. INTERLOCK: ALL ALUMINUM AND STAINLESS STEEL WIPOSITIVE MEANS OF LOCKING OFF BREAKER NOT IN USE. THE BREAKERS WILL PROTRUDE THROUGH INNER DOOR. 5. RECEPTACLE: RUSSELL STOLL JRS1044FR 6. ANGLE ADAPTER: RUSSELL STOLL JAAB-10. 20 DEG. ADAPTER 7. LIGHTNING ARRESTOR: HEAVY DUTY. SQUARE D PIN SDASA3650. OR INTERMATIC AG503C 600V. 8. PHASE MONITOR: DIVERSIFIED PIN SLA-230-ASA, 8 PIN WITH N.O. AND 9. N .HCr"G HC OWNATlECRT) LWAIRRME: TROED~E tt'PxNlNL, FwOIRNOR TE~ fE~HllLMESNC~.EWS . 10. HWA RELAY: SQUARE 0 OR OMRON, 8 PIN DOUBLE POLE. DOUBLE THROW WIRED 11.TOA~I~M T~6mJ~~ED. WHEELOCK PIN 31 T-115 MOUNTED TO RED WEATHER PROOF CAST BOX ON EXTERIOR OF ENCLOSURE. 12. ALARM RELAY: SQUARE 0 OR OMRON. 8 PIN DOUBLE POLE, DOUBLE THROW WIRED TO RTU TERMINAL. 13. ALARM RESET/SIL: SQUARE 0, WEATHER PROOF MOUNTED ON EXTERIOR OF ENCLOSURE. 14. ENCL. BACKPLATE: ALUMINUM. 12 GUAGE 15. TERMINAL STRIP: BUCHANON PIN 0625 16. GROUND LUG: BUCHANON PIN 824 17. NEUTRAL LUG: BUCHANON PIN 824 19: ~~a~LS~ADA[~G~R~~~~~S ~Nb/~WY~CHES TO BE IDENTIFIED BY PERMANENTLY ATTACHED LABEL TO 20:A~cf&NfH.?~ J~Jt:JPRSTAINLESS STEEL 304 21. SCHEMATIC DWG.: PROTECTED BY PLASTIC COATING AND ATTACHED TO PANEL DOOR INTERIOR. 22. MANUFACTURER: JUST PANELS. WINTER SPRINGS. FLORIDA OR CITY OF DELAND APPROVAL. 23. PROVIDE SPARE PARTS - SEE SPARE PARTS LIST 24. WET WELL TO BE COATED INSIDE AND OUT WITH MIN. 24 MILS OF COALITAR EPOXY 25. SURGE PROTECTION SHALL BE SUPPLIED ~ DATA FLOW R.T.U. ~ ~~'? lw1-M. """ ,,~ rr~ DISCONN. METER CAN MAX. 6 ' MIN, 4' TO METER CAN ~ GENERATOR HOOK-UP AUDIBLE ALARM -I-- t l: 18" MIN'-.J TO BRACE RIGID CONDUIT NI-STRUCT MOUNTING BRACKET. TYP. po L- " / . ( L PADLOCK HASP pVENT MIN~ 3~ ' ~- . PI-- - t - j/~- ~ 1 'lie _ ==::1' I 4'1" - - -.;;: a- ~SOLENOID VALVE 4" PLUG 7 /r-SHUT OFF VALVE VALVE ~~ 4" MIN. CHECK VALVE ? I ~ ~~LARGER SIZE MAY BE REQ'D - 7l t:f V VACUUM PUMP AND []I ,. V FLOAT CHECK VALVE 1111 r I ,..IL SERV I CE AND AUX. Jl oF=1 ~If 1- j, ~ CONN. POINTS ~ II.~ , J T 1 " --r 2 7/8" REF. /: -.T ':11"'111'''111'''111'''1 2" MAX . E i3 (~ 3' 8 3/8 "- I MANWA Y WI LARGEST AVAILABLE OPE.NING 1 -1/4'l ,. . '. M IN. 6 II "- "GRAn~ - ~.," II==III~III==III-I ~ ','~ . -SCH. 80 P.V.C. . '. wi S.S. BOLTS 9" . I I I I II I 1 I , I I I I I I I I I I I !L I I .:. + o' . J / '.:/ . 0 ~ ~ . DRESSER COUPL IT NG, " 16 1/16--C STAINLESS STEEL /-D 1/ ~--- . FLANGE AND GASKET .. . . AI . . c:::r- ~ .,~ 4" MIN. SCH. 40 P.V.C. ;V (~ARGER SIZE MAYBE REQU I RED ) ~:/. ~ S.S. U - CLAMPS RAM-NECK GASKET S~AI /. / SEE DETAIL '11 A '11 , ~~ M IN. 41/ "u" SUPPORT CHANNEL ~~~ RUBBER BOOT MANHOLE LEVEL CONTROL " COUPLING (FACTORY INSTALLED) ". W/ST A I NLESS STEEL STRAP .. \.. .. . . o 6' MIN;--C> " . . o . ' -(> .fc:::r- 8" M IN. . . .0 SWITCHES~ ! ~ ":.:~~ , r WATERSTOP\.', b . \ 6' ~: \\ / ~": /,J2 .~: 6" . .~ _..4... ....1 ~I . , . , . o ~~ 6" P.V.C. . 0 . INV. EL.65.28 .. . , . o #5 @ 6" C. C . E . W .', OR AS REQ'D ~ t PIPE (8" pve ) BOT. EL.62.28 .. . . . . . . ... A . ~ . , CROSS SECTION I~ 8'4" TO PREVENT FLOTATION) N.T.S. GENERAL SITE PLAN NOTES: WET D:r M WELL' Ii. " D I A. DIM "B" DIM DIM DIM "e" "D" "E" DIM "F " DIM "G" DIM "H" DIM "J" DIM "K" 1. 3/4" WATER SPIGOT PROVIDED WITH A WILKINS 975-XL RPZ BACKFLOW PREVENTER 2. SOD LIFT STATION SITE 3. PROVIDE FIBERGLASS UNDERCOATING ON LIFT STATION UNDERSIDE 4. PUMP STATION SHALL BE PROVIDED WITH VACCUM BREAKER IN FORCEMAIN 5. PUMP SATATION SHALL BE OWNED AND MAINTAINED BY OWNER REVISIONS CITY DRC COMMENTS 12/15/03 CITY DRC COMMENTS 1/23104 1/2" AUX. CONDUIT LOC. FRONT OF STATION 4" PLUG VALVE 4" WAFER CHECK VALVE r--1-1/2" SERVo ENTRANCE CONDUIT LOC. AL T. DISCHARGE- LOC. (3) POSITIONS J \ ~......-y ............... \ /",.--- --....... '" 11)'1\ ~,~ II :a-L~~ '\ J W f /' b.Jn..:IlIln \ 1\7 J (~to to h \ \ fl I I ~ 'v ~ \ " O)Q \ ~OU.MI~) \~O~~r y ) '- ----/ o~ ,- / - 00 00 - L E F --1 --- H \ \ ~ ~I ~ / /" WET WELL / ~ ~ ----7\ -=" f\ ~ ALUMINUM ~ MANWAY COVER TREAD PLATE w/HINGE 1 r~ K REF DIM "L" t ~ 4'0". 5'0" OR 6'0" WET WEl Ll.D. , ~ c 4'- ON 4" 1'3-13/16" 2'9" 5'6" 2'1-7/8" 2'6-3/8H 1'2-1/2" 2'9-1/2' 3'7-1/2" 9-1/2"1'9-3/8" o PREFORMED "RAM NECK" JOINT SEALING COMPOUND (OR EQUAL) PLACED BEFORE INSTALLATION PROTECTIVE PAPER WRAPPED 1'8" 3'4" 3' 11 -1/2" 1 0 " 5'- 0" 83" 1'7-13/16" 2/10~ 5'8" 2'7-318" 2'11-118. 6'- 0/1 2" 1'1-13/16" 3'4" 6'8" 2'1-318" 2'5-718" 1'8" 3'10" 3' 5-1/2" 1 0" .-.......-- TONGUE OPEN JOINT N.T.S. ~ PREPARE ALL SURFACES GROOVE DETAIL "A" 2'2-7/8" PLAN VIEW N.T.S. MACH. CHAMBER (SHOWN LESS HOOD) 1. IF END OF DISCHARGE LINE IS BELOW ELEVATION OF DISCHARGE LINE m POINT OF LEAVING WET WELL A PRIMING LOCK LOOP MAY BE REO.'D.. (CONSULT FACTORY) 2. IF DISCHARGE LINE IS LESS THAN 200' IN LENGTH AN ADDITIONAL CHECK VALVE OR PRIMING LOCK LOOP MAY BE REO.'D. - CONSULT FACTORY 3. PROVIDE 60' SLOPE IN WET WELL. AS REO'D. 4. VOLUME IN GALLONS BETWEEN L.L. ON AND L.L. OFF SHOULD BE EQUAL OR GREATER THAN THE PUMPING RATE IN G.P.M. 5. MAXIMUM CAPACITY - 400 G.P.M. 6. NEW ABOVE GROUND LIFT STATION - (2) 7.5 H.P. PUMPS DESIGN CONDITION 100 GPM ~18.1 FT. TDH 1'8-7/8" r "RAM NECK SQUEEZE OUT" ~;f PERMITTING VISUAL INSPECTION JOINT SEALING N.T.S. DETAIL ..... _/ - CLOSED JOINT N.T.S. M m ~ mco ro ' ['-l.'- N~ (VJCO , . ~hrob U ~:s~ ~ ro ~ ., r-rl ,r-t 0 >< ~~~ro ~ 'on ~ ~ ~ ~ ~VtM ~ ,r-t ~ M H>@rn ~MP-.~ co l.'- ~ LO h ~ Q)CO +> ' ~l.'- 'r-! 0 ~~ , , ~ ~ --.J ~ c:: rrl o ....... V .. >- 1IJ o W ~ U w :r: u "t"- ....... o "t"- ., W I- <( o W ---.I <! U V1 D I-- I-- D Z ..J ~ c:: .. W --.J <( U V) .. >- 1IJ Z 3: <( c:: o VJ W VJ ~ o I W cr <[ 3=: z o I I ~ <[ ~ If) o <[ o cr Cl 2 ~ Cl >- cr w VJ cr ~ z w C) <[ 5 w If) SHEET NO. C13 r ;/7 ~ r IV (~( r RICHARb \~. LAl3INSKY I P .E. NO. 34866 INSTALL SILT FENCE , I , I I o , I / I T BOOK 6,PAGE 27 i I US ADDITION NO.3,PLA I~ J, i / PART OF LOT 18.ENTZINGER FAR -E:..-9,93.5Q:. C~ .7f.9 i ! _ .NfJ!!!:.4JJ--~=t _1\ ~~~ '--- 50,00' .-. ____L~ -_---- - ct \ I 1- ~~...---~ - _--':::'-~":f"'::--- _ - 74/+ ,\ (' , I, , ~ _ ._--p:----__~------ _ -, -'7458 r----" \ I ~ - "......---- \ ..... \ , ' N I I ~ - __-~- - -ASPHALT " \ \ ~ · I I /'T ___ --J ._.:::;; ~~~~~.=:=.::-~~ - _-~ DRIVE .......,--..-.., ~ \ ~ "'l- \ \ " i : I! ':' -:::-~~-~~~;- ,-- A~RIVE _-----:.",---C---.1~.;~J~ cDHC. I 1", '~~~>" ~ ~ ~~~ \' , I I' I 1 - .-...------~- ~ -1_--------- 'f7'I,------ , \ _-----(-..~~, ,>.._ ",' ~ I !,.;i~~ I \ 1\ I ' I 1 -----,- ~ .....1 ---., r--' 't ...... " 1 I\:l ' , l'l, I - - :f: ------ --- JI~~~ \ \ 'LOCK \ \ I-STORY 1 \ \ \"~ \" .-1 1 \1 \ "'~ I " !i!~' ASPHALT "':{ ~ ~ ~ I-ST1fJ,f!s5 \ 'BLOCK ~ \.,li." " ~ ,....-.._-l.J L-----1 J \. , I elf 'l\' DRIVE '..... l :J InI --I \ FF-76J1 \ \~." \, \ I r",. I ! ' , ~~ Jr--...........,'1Ii ~ ~--\ ,-- \ 'gr-~-1 ~~! \ \ PHASE; 2A \ ~~ \ii--~ ! I"~ T4.90t//a/ 1 i _--L-------;-- \ ......................... ....~........ Iii .fl\ \--'~8i'\ ~ l%fH \ \l~ ~ \ 'I 7~~\ FILL ~'S~C~P l~E~~l p \ I .i ,10" I, \' I \ ..... q;~< 'q; ir \ cP \~~~I \ \ \ \ I' ARE A I ., \ J ' ..., \ , :. I 'J w';" I \ ~, s~ \ ',"'Ii-,....., I (i -, -..i ~-\ ,} I, '1.t "V ..J-, .....----" \ J I' I "'-+ '\.;\\.s1' !',; , "'.t~J~ PARCEL / "'" '.lc--,----'---- \ '" :} 'i' / ~/ 'i \ i : i II /~I:"~!&I \ " ~ASE_~B DEMOLITlt1N. ~1' ~p~l, '\ ^ \ \J......."^\\ '\ ,( ............. I ~~~\\', \ ~ I 1 u.., I 1... \ i b:,tl1 --.!It ~,,'.... nEMoPj~";Ii N-4- ^ DE ^ / " 1" ~~, ~.... 1 "-IR~ C\I' ~L I ' I,' ill! I, \ ""l b I ",. .d ......... *1f1',u L ~ ,~_ _He 'lc..o... , IC ...... ,p-, ~ \" ~~ \ t ~ ~ \, \ "'~ I I a , \ \ .., \ ---1 - \ I 1t?, ... ASPIlALT, .... ~, ... '~~"'-, \ \ ~ \, -J I' I l[;,"..~, r~,~'l-, \ \ :>\_ +--; IJE PER oR8 13S, PAGE Z45, ~ 1 j-,...., _-...... oR.!.V!.___~ / \,,/ ,rr.'f. '\~"t: '0 '\ ,\ 'L.u ~'\ j/" '"' --L-- \- _--.J 8 \ · " ---- /--- \ ~ ... 61>': \~ ... \ _---I 'u ~\ I' I /" , · 81f, ~~ - - - - - ~lC.- " I, ~ / " ...... ~~., ) '........ , r - ,Q: \ r ' /' I ...............----~- J' \ 1- J ......... J~ I ~ ~"...( ~Of.1" ...... \ A' ,"'{ \ (' 74.' ,,' I -UP-tI)'u...!'____-J 5'11'I' " !,'~;i I ~*1' '....., , ~p ~"!l ' '\..~ \' f "'-c:;,...... , ,p * ir I p... \ N " ,\"1' II \ t'r ~ i '\' _ - - - \ ' ,..~ ~ ~'9... h \, ...1 , I I I ~ CONC, II , PARCEL 3 "'1~' I '---;:I...~y.!'--- 'qi ,~~ ...{of)," f 1!i'L \ ,~ ( ~ ~", ~ r1 "'l- \ , U CL-;'-COV'D:P!:'::l \---- ,,~~.... '\'cl"........./ ~ \ _ _:~~- _, ___I " ::: 1 'J,I A- I, ~ I 1 - - - - - \,.. \ o/?'f BLOCK \ ,"~ ...... ~' _ ~~ """ ~ 1 1Q.5d'-- 15 I~I "" s::s , -f'4tV 1"'-<<0 I , ~~ \ I-ST;:F_75J2 \ ,'" ~ trP ". _ t> " j .. I ~~ ~,' ASPHALT leil ~ ~ \ ~ta---~---' 1 \ I~STORY BLOCK, ~ \ \ ___"",'" _ ~DR ' I ' '\ 1:.../" , II"'~A' DRI~.L18 ~nl ~~ " _--I -.. 1 n ,~tl \ 1\ FF"751J5 J __\.~~ ~__~~ ~ I 1 L~( ! ... I ,ll=l I~\ ~ R C1'..fL-\~' ~ ~ I ~~ I L't:==.r'"F.mt"'TD:li;-==~--=.o- ~-;;-- -=-~~~- ~~ \ , ! ,......1 I ' 1,1' L 'I ~ I ,~? \ ,.,) d~ J- _~_ - _ _ -=-~,:::_..~ - \ \ \ , \ , , \ ...... I , '4.51+ (,tll , , ~ , ~'" ~\ ..l---~~-:"~~- _ _~- ,\ \ \ \ , , \ ~ \ \ , ... ! , '0,(' Ti:T2.J\......'..1 ~___--- \AJ\..._-::..:.~~ __~ - \ \' \' \ \ , ,up, ' ' ...... 'I~ ~ : I~: 14. CI'oel.5 Up"'l IfF _....-;;.~__ -_..-..~ \ \ \ \ \ \ \ \ \ '. ' " 'J' .. ... ~ I I I !If - ~-~~_.11' ~ " \ , \\ , \ '.4. '. ' ,j '!I ...... J I 'I ~..:: ;---.. I \ \ \ ,,~.... ASPHALf ", i " I ' E/, ----~ ~ __-----~ . lIfL7A;'l.mt l.., \ \ ' ' PAVIHGJ' _----------- ... , ! I ! ~J :;.~~~r\~--------- j'" . 1:.'II'lom. .... ~ __----------------------------1:------------ " ! f ~ I I lSf' \ - - - - J I ii, ...." , - if - :1 ~ flJIJ I I' " ,'j ~~-~ \ ~~ ._-- JtI '\.fr--~~ 1~ ',dIT I \,i;~ ._-- I CP. I , '~,I' __ .---, Vi ~ ML'Z;,~L.,U iR'f MCTIJ. & FR~E I I ! 1. l,jl \ '"'-l .--- ONE STfDORESS'I055 Ai:::;: I----+>~ I : I'J/ ~ -- ,---I "" i ~ · ,_-- FF-7479 : i ;~.; ~l - ---~ ;;~l;X) ASPHALT , , ,/"I~ oJ ~tr~~d~ l~f:1f ',- - -~, ~ ~ B PAVING - - - l~ ,/ r;,Ui~~tRp...,02 t; I \li ~ ~ ~ . - - - I }III 1 ~ 1feo- .--~ p'll!> ,'~ ~~' rill I -- ,---"1 ~ ~ ,--- \)rF. I U ,II I t \ ....:'1 \ 'lCJ2'O ~ i : : Ii : /;t-- A#:~:M '---i ll!> ~ ---- "';.u,J ,'OO(ih ~,' N lill I -- ,---"'1 ~ or: ~ . I,ll I ' ~ j . l't', -- ----~ ASPHALT <I '& ",$ ~ Ii irI3Jll\I'fif ~j ~~ r::\ --- __ _ _::l_- -Btdlfj'4'W-9Z3f"C .#. . ~' : : " 1 -- ___' \ \ \.;J ---- 1 _ _~--- _.-r. A-;- R 0 ;; J _ - - .---;--- (RN vARIES) I\.! WJ ' : -,;-- - ~ U ~ A~r~:~J ~__~-- A S -p HAt.. T.' _ NURSER'f ROAD ~! 1'. \ ~k I b ~---__ ".... ----- --XSPHN..T ROAD ..- ~ I " pC ~ - ---- / i i ~~" ~ ----- ---~---- -"'\ ~! / ~ i-I ~I ' ~ i - - - - - " ti~/~ ! ~ I' RolEY - , I~ I Dfi MITCHELL'S SlJ BOOK ~ PAGE 10 "...... , i PART OF LOT f1'~;T.OCfJ; eOoK I.PAGE 5 E TALMO SUBDIVISION. PLAT · : ~!~ " " OF LEVY GRf"lJ , r , LOT I. BLOCK , I ~I I , ~I I j 2" Q;:~I I, " ~ I I I DIRT ROAD I I I \ - - LOT I r - - - DRIP LINE TREE PROTECTION AREA 1 PROTECT DESIGNATED EXISTING TREES SCHEDULED TO REMAIN AGAINST: -UNNECESSARY CUTTING. BREAKING OR SKINNING OF ROOTS -SKINNING AND BRUISING OF BARK -SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION DR EXCAVATION MATERIALS WITHIN DRIP-LINE -EXCESS FOOT OR VEHICULAR TRAFFIC -PARKING VEHICLES WITHIN DRIP-LINE 2. ERECT TEMPORARY WOODEN BARRICADES AS SHOWN ON THIS SHEET (PLAN & DETAIL'. BEFORE COMMENCEMEN'T OF ANY SITE CLEARING OR GRADING. FENCE TO BE 4' HIGH MINIMUM 2X4 POSTS AND 2X4 RAILS AT 2' AND 4' ABOVE GRADE AND SHALL BE SET DEEP ENOUGH IN THE GROUND TO BE STABLE WITHOUT ADDITIONAL SUPPORT. ALL FENCING SHOULD BE A MINIMUM OF 10' CLEAR DISTANCE FROM THE FACE OF ,ANY TREES AND SHALL FULLY ENCLOSE ALL TREES SCHEDULED TO REMAIN. NOTHINGSHALL BE PLACED INSIDE g~E:~gIE~T6~ET~Q~~~i~~E~OIlNgk~g~~~S~UTo~OtRkl~Il~RG~~ f~~~T~g~T6~~.M~I~~I~~DE~A~~1~ER~E NO CLOSER THAN 15' FROM FACE OF TREE. WHEN PAVING. EXCAVATION OR HARDSCAPE MUST BE DONE WITHIN BARRICADES. BARRICADES SHALL BE MOVED BACK TO SECONDARY LOCATION AT EDGE OF WORK EXTRA CARE MUST BE TAKEN AT THIS TIME BY THE CONTRACTOR TO INSURE THAT NO DAMAGE TO THE TREE OCCURS. 3. PROVIDE WATER TO TREES AS REQUIRED TO MAINTAIN THEIR HEALTH DURING CONSTRUCTION WORK 4. WHEN NECESARY TO CUT ROOT OVER 1-1/2M DIAMETER OF TREES TO REMAIN. CUT MUST BE A CLEAN CUT. COAT CUT FACES OF ROOTS WITH AN EMULSIFIED ASPHALT OR OTHER ACCEPTABLE COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUE. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT DRYING AND COVER WITH EARTH AS SOON AS POSSIBLE. 5. NO GRADE CHANGES ARE TO BE MADE WITHIN THE BARRICADES WITHOUT PRIOR APPROVAL OF THE OWNER OR HIS DESIGNATED REPRESENTATIVE. 6. INTERFERRING BRANCHES MAY BE REMOVED AT THE DIRECTION OF THE OWNER OR HIS DESIGNATED REPRESE~TATIVE BY A QUALIFIED TREE SURGEON. 7. REPAIR OR REPLACE TREES INDICATED TO REMAIN. WHICH ARE DAMAGED IN THE CONSTRUCTION OPERATIONS. IN A MANNER ACCEPTABLE TO THE OWNER. EMPLOY A QUALIFIED TREE SURGEON TO REPAIR MAJOR DAMAGES TO TREES AND SHRUBS. PROMPTLY. TO PREVENT DETERIORATION CAUSED BY DAMAGE. B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TH REPLACEMENT OF TREES DAMAGED BEYOND REPAIR WITH 3 TREES OF SIMILAR QUALITY AND SPECIES. SIZE TO MATCH THE LARGEST TREES OF THAT SPECIES BEING PLANTED AS PER THE LANDSCAPE PLANS. IF TREES ARE HARMED THROUGH LACK OF PROTECTION OR THROUGH NEGLEGENCE ON THE PART OF THE CONTRACTOR. THE CONTRACTOR SHALL BEAR THE BURDEN OF THE COST OF REPAIR OR REPLACEMENT. TREE PROTECT/ON REQUIREMENTS Mach1ner~.Dumplng. Construct1on. Pcrk1ng. or storage of Any Mater1als ls PROHIBITED By City of Winter Springs Violaters are subject to municipal 1nfractlon citations of up to $5000 per violation Enforced by the City of Winter Springs Pursuant to Chapter 5 of the City Code I' -0. IMIl RAILS ,.. .,''' "II ... _ .. ,..Ie'. .....'.1 __ _ .... ...... ". ...... ".-+,. 1Ian-r..'d ....'.,. ... - _. -. _II.... .. 11011 ... nDt ~I.. TIIo .'" _II .. _ ,., _ .... ... __ III _1- ~ TREE PROTECTION SIGN AGE SEE NOTES NOTE: BARRIER MUST BE ERECTED PRIOR TO CONSTRUCTION TREE PROTECTION BARRICADE DET AIL c: \AARML \200910\OGN\OEMO, dgn 01/26/04 07: 02: 14 PM LOT 4 _ .0- '1-J' ~L ~ c2J I8'tl 0~ - - - ",>> . ~ ",rJ "'~ . ~ ~ - -v~- ~~ -- - BOOK 12 PAGE 38 WIU/AMSON HEIGHTS. PLAT . .p9 . LOT 8 '" . LOT 9 LO~ 5 LOT 1 ~o t1>' LOT 6 49. ' 74.2' 43 __ Lr-- ~ 4'CiF ... ~CI.F liS - - ~") . ~~ . tI ~" .~ .~,.. fit 4O!i <81 H'O # . l ~") .- ~ ~ ~ . ~ ~ ~ , - AREA TO REMAIN UNDISTURBED DURING DEMOLITION TO SAVE TREES ~ LOT /2 VACANT ~ ~c8Jw <2J. ~@ 0, <I" - "'~ ~" . - o /2'0 ; <I' ~t " ~ . I .......... / ..... ,,)- .... ...... .... .......... ~~ c;fJ2'O ~p ~p # ,g.&3 ~ ~L o fZHO f I ?U , ~., - - i~ -...ii'- -a-=- -=~ - y . --- --- _ ~ -?1.I4!f! - - - ~ --=-:..,- r _ - - - - - - -<<~Efll-.tHE-ilF~ ~ . - - - II1'.ffJ6W<- - J'5 ; -- -8JS- ~ -I' __----------r --- I ----- , I t;J! ~i~ ~j~ ~i~ ~, , , t ~ I . ----- ---- --- --- -..# . __-- e.:---~ --f- - - LOT /0 LOT II 40 2.0 0 ~ 40 I SCALE: r..4Q' ~ ~ Q..: N -...;: ~ CO J-... ~ ~ ~ ~ ~ ~ ~ ~ ~ - - LOT /6.BLOCK C,D.R,AI/TCHELL'S SURlIEr OF LEVY GRANT. PLAT BOOK /,PAGE 5 - - I ooK ~ PAGE 10 n T.AU.lO SUBDIVISION. pLAT B ' BI1XK u. I I LOT 12 I I - - I - - LANDSCAPE NOTES: 1. MULCH NEEDS TO BE PINE BARK. 2. BARRICADES FOR TREE PROTECTION MUST BE ERECTED PRIOR TO ANY CLEARING. CONSTRUCTION. OR BUILDING AND REMAIN UPRIGHT THRU THE ENTIRE PERIOD OF CONSTRUCTION AND PREPRINTED SIGNS AS PER ARBOR ORDINANCE INSTALLED ON THE BARRICADES. BARRIERS MUST HAVE LATERAL WOODEN FRAMING BETWEEN THE POSTS. THE PLANTING SOIL MIX SHOWN ON THE LANDSCAPE PLAN MUST BE INSPECTED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION AND VERIFIED THAT IT MEETS STANDARDS PRIOR TO ANY INSTALLATIONS. THE AGRIFoRM TABLETS SHOWN ON THE PLAN WILL BE VERIFIED BY THE LANDSCAPE ARCHITECT AND CITY ARBOR 1ST IN AN ONSITE GROUND INS- PECTION PRIOR TO THE COMPLETION OF THE PLANT MATERIALS BEING PUT INTO THE GROUND. THIS MEANS THAT THEY WILL RANDOMLY DIG UP ITEMS AND LOOK FOR THE PRESENCE OF THE TABLETS. SUBSTITUTION OF THE FERTILER MATERIAL WILL NOT BE ACCEPTABLE AND THE LANDSCAPE CONTRACTOR (BIDDER) MUST BE MADE AWARE OF SUCH BEFORE THE ACCEPTANCE OF THE FINAL BID. 3. 4. ALL LANDSCAPE REQUIREMENTS AND DETAILS SHOWN ON THE ACCEPTED PLAN WILL NEED TO BE FOLLOWED AND VERIFIED. NO FINAL WILL BE ISSUED WITHOUT COMPLETE COMPLIANCE. IT WOULD BE BEST FOR THE LANDSCAPE ARCHITECT TO BE PRESENT FOR THE INSTALLATION WITH THE CITY ARBoRIST (BY APPOINTMENT). 6. NO AREAS WITH COMPACTED LIMESTONE OR PAVING OR MASONRY SOILS WILL BE USED FOR LANDSCAPE BEDS OR PLANTING AREAS. ALL SUCH MATERIALS MUST BE REMOVED AND BACK FILLED WITH PROPER PLANTING SOIL MIX AS SHOWN ON THE PLAN. ANY SUCH MATERIAL FOUND ON INSPECTION WILL REQUIRE REMOVAL AND REPLANTING. 5. NOTES: DEMOLITION PERMIT REQUIRED PRIOR TO CONSTRUCTION. BUILDING 3 ON EAST END OF SITE. MAY BE CONSTRUCTED AS PHASE 2A PRIOR TO DEMOLITION OF EXISTING STRUCTURES. NO CLEARING IS TO COMMENCE UNTIL TREE PROTECTION BARRIERS ARE IN PLACE AND APPROVED BY CITY ARBORIST. 80 I ~ o ........ L.{') ..- ........ N ..- . o z W I- < o . ...., o a= a.. ~~ ~~ ~ ~~ ~~ ~~ ~~ ~ N l"J .0) t)l'- zg g ~o 0 .. I CD . ~ I r:tI r:q CD · mCD P-t I l'- l'- ~Q) ~r: r CJ Q) l"J 0 .rot l> ~ ~ l>.rot as- rn J... J... 'd Z~~.~>< ~ ~ 0< ~ ~Q)r-1~ < .9 ~ ~~ ~ J... r:q "(j CD Q) oU) · Q) CD 0 C"J "" ~o!> I ~ -rot ~ j> CD ~ ~CD r"\ ~ ~ l'- .-II:.:~ 0 _ ~ ...:Il'- A4~ 0 ~ ~ .q. ~~ ": t) .... .d ~:::J ~ ~~ o u o .. o ""'" .....J ..- CTl o o N . ::::?! 0:: II ... ... ..- .. o w ~ u W :I: U .. W ...J < U VI z o I- a.. c:::: u VI W o v o ....... rrl N ....... VI I- Z w ::t ::t o U U a= o >- I- U VI Z o VI > W c:::: . o z .. W I- < o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 03 .q. 03(0 CD' l'-l'- N~ l"J~ . l'- r:tI J... <<' 0 u~:2,qt r:tI Gj ~ .. r_' .rot 0 ~ ~ ~r-1Gj ~ .rot~~ bO .. _ J...~~ ~,rot ~ ~>;03 ~ ~~~ n CO l'- ~LO~.q. Q)(Q +J' ~l'- .rot 0 ~,qt .. ~ ~ SHEET NO. C14 RICHARD NO. 34B66 \ PUT BOOK f2, PACE 38 \ <C ...J (J) <C C o CO L. Cl) ...... Cl) n.. . o CO as E o .c ~ "IUIAJ/SON HEICHTS, NOTE: TREE TO REMAIN AND BE PROTEC1\ED (TYPICAL) 1 LOT 6 LOT 7 LO " 5 ~ 8 MS\ \\/ ~ J" -.. rJ, 'r!-6' C~JI \ lIS _V _ ~J~ r~1 N8.r09'!!~.~~....~~.!!:." _ ./,1')1' In;.J A {!'-~T) \...... J ~-' ~ \JJ ............... I~"'~ _ aF.!F-~'* ~~\."",.l' ~J' - f fiY\ __ _ ~:') I(~" IfIV' ~ {iLo flV, "W~~~~~ __ ~d 1 J ~ N' - ~.o -.J"Q:J.~ ~~..J- ~~.L l ....-... ~ r '" - , ~ ~ _I: ~'/;__~~_ liA\- '4'"' 'i ~ - -=- ,-; · ~ = ~~ _ - ~ ~ \LJ \" _ i\ I' _ ~ = ~ ~ - -~ ~,~ -. - I' J \ -_ ~Q~ ,""f' ~ [ " I 1_ - V.t. C -:;;q-]V ~ ~l ~. - - J - - - ~L ~- _ =C( t2J.( _ ~ & i' _ = I '--; \ - · =.. = ~ II Uf... \' ~ , I ,\ \ ~.~ ~ leoQ , LOT 9 Q) ~ ~ ~ E: -;....., CJ a ~ I~ ~ ~ 8'\t-~~ --c::: CX)'\t-lr)\@ \.) 'b~K~~ ~ ~r-rsQ) I ~ "" ~ ~ CX) "" "10... '-l.... :-6 Q) Q} ~ E:'~ ~ CX) ( \) ~Cl::~~~ \.) ~ '- CJ ~ ~ a" , , ~ ~ \.J "\5 Q} ~ C::~~~~E: 3~~a:~~ RBSIDINTLU IFE\ LOT 8 v\U . ~ ..-1".. ill '" _..I"~ :I .... ...~, ,,111"_ ::. j or ",.::. ~I! ~..".. V - , - ~ ;) COlllllRCML LOT 10 CI.F II ~E "'" "' <4 f&F\ \U LOT -/. <4 pUT BOOK 6, PACE 27 3, - \".~ ~ -- ....... ""'.", I~~ V IFE\ \U , ADDITION NO. ENTZINCER FAJU/S fiV\ \J...J '""' - ) '"' J" ft ~ ' <; .0 !In.''''' LOT 11 40 20 0 ~ 40 I 80 I fYO\ rr:',Ii,o . . \ 165 J LOT -...:::::;/ ................. . ... . .... . E/P - /,~~T ~ 7 \;y ~ \J...J - 7' ~~ ~ ;~ -.:..:. ~1 I!J. ~ ~ \- :: - D /i ~ ~ ~ ~ ~'{~"~ ~.j J.':." ~ \ ~ -- ~W ell SCALE: 1"=40' ,I".~ V ~ ~II... ~ t. J :cs ._, ~ ~r~~' : - t---~ ~ LOT 12 ~ Gfi'\ 0) ~ l .-=;it t-i fi:;' -, I _ ,~.~Q ~ IG~'~ ~ ~ ~ ' ~ LOT 13 ~ ~8<X>1 ~ ~ /- i \. ~ ~~ ~I.Q ~ ~iA\- - \.. ~ \ -./" - J\:cJ<~ t ~... - '~~ ~- ~ y \...t6OD_~ ',- .c7-NOTE:TREE5 TO REMAIN AND BE PROTECTED (TYPICAL) ~.J ~~.~ ,,- ] ~ ~ ~f ~~ ~~~ LOTU - * :- ~~ ~;\ '~~'~~f.i{ \( ~ -,......; ~ '" ~ ....<tJ.1 ..~~ ~- I{ -~ '-I71 ~ f!!Y ~_ rr ~-= ~o J u- \U'. ~..I ~ - - ~ .; r~, ~ . ~ ... ~6OD, CLF *.~/ - '~.I.o ~o ~~'o.o ~. ">111"' ~o _ : li .!! II.: ... / ell: , , : \ ........ E/P lfr- 8 C)' E/P - CONe. PBCI.l, a _ \ .): ,... ,j ~ : - ~ 'i , IIv"'\ 1M;;: ~T ~~ l ~ - ~~,lJ /1'''- .'~ -~ ~ ~~ ~ .. ~'p: \U. _ OO~ '" I t- ~> - _"VI- ~....... f/P - eoP <:1"""1 ~ L \. fttIF iiVYll · - - .. ~ .4~ l~ · ..-- - - ~ '.0 - - - - - Or' - \~ \ \ \ \ I I \ r 'PAvriI \ ~- - \J...J- \ \ \ \ \ \ - Or' -..:- \1 "'="" - 1- _ = - - :jQ =- j :-..~ \ fiV\ ~",_.. - IW~ ~ iXiJ ct - Iff ~ ~y fYO\. - '" ~ - \V- J ~- - '11" _ ~ _ _ - \J...J - '---- ASPHALT _ - PAllING fYO\- - - f\:U \r - ~r '---- ' . ~IJ.. \J...J ~=~~ ~ T I -- \ - -..:- - . "'"::. - \ r =- \ ...... -(l~- ~ \J.J f4V:o _ G- ,.-~-; L.-_ .0 ~ (..,:.. ...t -_ .<~.o ~. ~reoP iJ;.o · ,/ ;~ ~~~ e<<>~ ,~ NURSERY ROAD (R/ff vARIES) .- ~ -- ..-- - "'=" --- - - "'=" - w ~~ o ~", W O...J W ~~ a: - ~ C)~ ~< ...J 5 a.. - I 0.. c ~ - - - G - ao:: - - CP --,8, ~ ,JIAIII tJ1I. ' Sf'OlI..T Yi,. - ".,,,"" " - ~ W " - ~'!. ~ NE OF swALE -- . .- ~T - ~ ~ - .- - - - - - -- ASf'HALT - PAVING " lit lIt ,\ - .. ~ ~ -~ ......~ (O~ IOZ := ..-- , ..-- - - - - -... - - - - fYO\ --v" ..-- w~'\.,- ~~ _ I _ . r ~' , - .. _ \J...J \-~ ~ .... Ii..... A~A 1-"':" \....1' fYO\~//Q~\ - \.. 6.J \. 1 ..J - I / / ~ 6OD"') -= -- \ -- I \ -- z <( ...J a.. W a.. <( o CJ) o z <( ...J W I- - CJ) -.: \ \ fq It ~~ Cliq; ~~ _ 2J. ~ -.I , , 1 I PR VIDE AGRIFORM (20-10 5) FERTlUZER TAE iTS AT lHE FOLLOWING RATES: 3 (ALl 2 TABLETS: 1 GAL/1 TABLET. PR VIDE 6- MINIMUM CLEARANCE AROUND RC :>T BALL (SIDES AND BOTTOM). I ~ ~ ~ " ~ ~ ~ t.i ::s \ \ I \ ~~ .~ - ~ S B~~ ~ 34 / ASP/L4LT ROAf_ J }\fq r_ I ~~ Sq; ~CJ 7<f. ~~ ~ ~ -2' ~ " -, a en w en :J ON I'r W ~< a: ~ 0 <( ::c ~ ...J ~ en l.L C :) ~ <( ~ ~ on.. o c5 (f) a: ~ ~ >-~ >- ~ z a:~:= W~ en a: :J Z - LOT 16'rwfJLOCK C, D.R. MITCHELL'S SURVEY OF LA'YI ClUNT, PLAT BOOK 1, PACE 5 I~ A P Fl 0 N ISf'HIJ.: T PAVING L.. T - - LOT f2 D DR MITCHELL'S S fRYEY PART OF LOT f7, BLo;~T'BOoi f, PACE 5 OF LEVY c/WiT, r , PUT BOOK 9, TALJIO SUBDIYlSION, LOT f, BLOCK E, LOT f PUT BOOK 9, PACE fO ",.. , uo SUi 'DIY/SION, BLOCK D, 6A.I#Wo' I --" 2' MULCH MINIMUM - PULL BACK MULCH F1 OM MAIN STEM OF SHRUB/GROUNDCOVER , SET TOP OF ROOlBALL 1- MIN. ABOVE ANISH GRADE 12- MINIMUM DEPlH OF PLANTING SOIL MIX IN SHRUB/GROUNDCOVER PLANTING BEDS. - I ~ , DIRT ROAD - I C'\ 1l.~JI..- v- cf:3 .... 0' ot:]o r:!? ~ -CIh. _ rt1b I I I~t:: REMOVAL AND RETAINAGE NOTE5: NOTE. EXl6TINGa PALM6 A!lE LABe....LEO WIT~ A 'L'. 'P' OR 'T'. ~ ~, 'It,; , , o NaI1!!. ALL EX'''T.... """'AI TO .........N...... "'-"'"'=- ALL OTI-et ""'''T....ll!iEEll _ m IilE I!lEI::ll2l/EQ (TYPJ 'J;, " l' ( , .. .1\'\ . ~..\ , i~.., ..,~... TREE& AlEMove:::>: 31 TOTAL TfEE&IOi!EMOYEP (&16" CAL.. ~ TOTAL-) & TFe:6 . 24" ~ OVER - (I MAGNOLIA, 3 OAK, I FALM) TIlEE& REMove:::>. (\) 6" OAK, (2) 8" OAK, (&) \0" OAK, (II) 12" OAK, (2) 14" OAK. (I) 18" OAK, (3) 24" OAK. (I) 36" MAGNOLIA (11), (2) 12" FALM (L), (\) 1&" FAL-M (L), (I) 24" FAL-M (L), (\) lID" FALM (P), (2) 12" FAL-M (F), (\) 14" FAlM (F), (\) 1&" PALM (P), (I) 18" PAL-M (P), (\) 14" PALM (LJ. TREE& AlEMOYEO, EIGI4TY -EIGI-IT (88) !lEPLACEMENT TREE8 !lEGlJIIIllEIO PER TABLE ONE OF TREE ORDINANCE. T~16 COE!. NOT INCLUDE TREE& 24" OR L AIa""~R. TREE!. IllET AINEO: 22 TOTAL TfEE6 FeTAINEP (312' CAL.. INCI-I TOTAL-) 3 TfEE6 . 24" OR OYER - (2 OAK, 1 PAL-M) TREE6 !lET AINEO, (2) 8" OAK, (3) Itt''' OAK, (4) 12" OAK, (4) 14" OAK, (I) 16" OAK. (\) 18" OAK, (I) 24" OAK, (I) 36" OAK. (1) Itt''' FINE, (1) 12" PINE, (1) 14" FAL-M (L), (I) 24" PAL-M (L), (I) 8" FAL-M (n TREE6 !lET AINEO: FORTY -NINE (49) TIlEE r~'T!. PROVIOEO. T~16 O0E6 NOT INCLUDE TIlEE6 24" OR LAIa""~R OR TI4E 136 !lEPLACEMENT TREE CIlilEOIT6 ~ I!ELOUJ.. NOTE: IRRIGATION - A FULLY AUTOMATIC I~IGATION 5Y5TEM PROvIDING 1(Df)% COYE~E AND EQUIPPED WIT~ A MOl5TURE 5EN5OR I RAIN GU.A6E 5l4ALL BE PROViDED BY CONTRACTOR 5EE IRRIGATION PLAN. " .' ,J, ~~_V~'V').''l.}'' MOil" . .'i.. ...."'i.. ~l.."'" PLANTING SOIL MIX - 1 /3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL }... a: a: a: a: d d d d Q:l ...= ...= ...= ...= ~ I::::: ~ ~ ~ 1LI :> ~ fQ fQ fQ 1LI 0::: ~ Z Z Z 1LI 1LI 1LI 0::: ~ 2 2 2 1LI ::IE ::IE ::IE i 0 0 0 ~ u u u ~ ~ ~ ~ ~ ~ ~ C3 C3 C3 0 "- 0::: 0::: 0::: ~ 1LI 1LI 1LI 0::: 0.. 0.. 0.. < ~ 0 0 0 Z 1LI ~ 1LI ~ ~ en en :::J :> :> :> 1LI .... 1LI 1LI 1LI a::: 0::: 0::: 0::: 0.. ~ ~ ~ I') ~ ~ ~ ~ I') It) ~ ~ ~ , COlI 2 N .- .... h.. A / / / ...., / /I / ......, ./I -tJ)tJ)~l&.J ~Q::: Q:::l&.J~ LANDSCAPE PLANTING NOTES: 1) ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 2) ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS (CURRENT EDITION). 3) ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER, BEFORE, DURING, AND AFTER INSTALLATION. 4) REFER TO WRITTEN SPECIFICATIONS FOR DETAILED PLANTING INSTRUCTIONS. 5) ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN. 6) ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. 7) ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH. PULL MULCH BACK FROM MAIN STEM AS NOTED IN DETAILS. 8) ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. 9) ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 10) ANY SYNTHETIC BURLAP MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF ROOTBALL. IF WIRE BASKETS ARE USED, WIRE SHALL BE REMOVED FROM TOP 1/2 OF ROOTBALL AND WIRES PERIODICALLY CUT ELSEWHERE. SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE FLANT LEGEND ~~~. ~& 1~ b~ ~~""- /r ~4 ~ - ~'/ - - ~ .-.. ~ · ~)A · SYMBOL SIZE. 10' HT. MIN., 4' SPRD.. MIN. 2" CAL. MINI 30 GAL. QUANTITY KEY DESCRIPTION CANOPY TREES ULMUS ALATA (WINGED ELM) SPACING A/S CREDIT RATIO 3: 1 TOTAL CREDIT 27 TREES SELECTIVELY PRUNE TO MAINTAIN FORM o 8 UA 9 CANOPY TREES 8' HT. MIN., MAGNOLIA GRANDIFLORA 3' -4' SPRD. MIN. (SOUTHERN MAGNOLIA) 2" CAL. MINI 30 GAL. CANOPY TREES 9' HT. MIN., PINUS ELLlOTTII 4' SPRD. MIN. (SLASH PINE) 2" CAL. MINI 30 GAL. CANOPY TREES 10' HT. MIN., QUERCUS V1RGINIANA 'QVTIA' 4' SPRD. MIN. PP#11219 (HIGHRISE LIVE OAK) 2 1/2" CAL. MIN/ 30 GAL. A/S 30 TREES 3: 1 <> . 10 MG PROVIDE AGRIFORM FERTlUZER TABLETS AT THE FOL..LOWlNG RATES: 15 GAL/5 TABLETS: 30 GAL/10 TABLETS 65 (;~L.lf5 TABLETS OR ONE TAaLET PER EACH 1/4 OF lRUNK DIAMETER. ~ A/S 30 TREES 3: 1 o - . 10 PE LANDSCAPE CONTRACTOR NOTES: REINFORCED RUBBER HOSE - ORANGE FLAG ABOVE lURNBUCKLE b 1) THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL. MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2) THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100" COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. 3) THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS RULE. NOTIFY LANDSCAPE ARCHITECT AT ONCE WITH ANY PLANT QUANTITY DISCREPANCIES. 5) THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 7) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 8) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. 9) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING lHAT PLANTING PITS HAVE ADEQUATE PERCOLATION. IF POOR SOIL CONDITIONS ARE ENCOUNTERED NOTIFY OWNERS REPRESENTATIVE &: LANDSCAPE ARCHITECT FOR MElHOD OF CORRECTIVE ACTION. o A/S 2: 1 18 TREES 9 QVH 110 GAUGE WIRE WllH GALVANIZED lURNBUCKLES (3" BOD'I') AT lHREE LOCATIONS (120' APART} MINIMUM 2- MULCH - KEEP MULCH BACK A MINIMUM OF 12"-18" FROM TRUNK FLARE/TAPER (TYPICAL) 6- TEMPORARY SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED &: BURLAPPED. REMOVE SYNlHETlC BURLAP COMPLETELY. 2-x4- X 2'-6- P.T.P. WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONlRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL I~ ~ 15' CLEAR TRUNK HT. MIN.. CLEAN, STRAIGHT TRUNKS/ LG. ROOTBALLS 7' HT. MIN.' FULL 1.5" CAL. MINI STANDARD 25 GAL. MIN. CANOPY TREES SABAL PALMETTO (CABBAGE PALM) UNDERSTORY TREES ILEX VOMITORIA (YAUPON HOLLY) A/S 2: 1 4 TREES * 2 SP '" . . ~ff.$~t;t~~~.~. ~1~!J~~~ ," -; ,jo :~ : "" * A/S 27 TREES 3: 1 SCALE: 1" = 40' DA TE: 9/9/03 DRA WN: TOM PETERSON CHECKED:TOM PETERSON FILENAME: NSYRD-L4.DWG 9 IV MIN. 24"- 30" HT. X 18" - 24" SPR. 36" O.C. TYP. 3 GAL. N/A N/A HEDGE - VIBURNUM ODORA TISSIMUM 223 VO ~ HQIE&. PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ROOlBALL SIDES. ALLOW FOR SETTlEMENT. PLANTING HOLE SHALL BE 10" MORE SHALLOW lHAN lHE ROOT BALL DEPlH SO lHA T lRUNK FLARE/TAPER IS VISIBLE ABOVE GRADE. SOD (ARGENTINE BAHIA) PASPALUM NOTATUM , ARGENTINE' N/A N/A TIGHTLY LAID FREE OF PESTS & DISEASES TO COVER ALL OPEN AREAS S.F./T.B.D. 60D SOD TREE PLANTING DETAIL NOT TO SCALE ( SHEET] L-1 JOB NO. 04-014 TOTAL CREDIT: 136 TREES \ PLAT BOOK 12, PACE 38 1YILLIAMSON HEICHTS, < -.J CJ) < C o CO L.. CI) ....., CI) a.. . o CO Qj E o .l: I- I LOT 9 RESI.DENTIAL CIJ ~ ~ ~ 'I-...J CJ a <.J (.J n, .......C\J -......: 'U I 0) a ~ ~~~~ <.J (),J / ....... t) '- -g ~ ~ C\J CI) ~a 0)/ t) Q:: t) (),J ~ ~ :-t) 0) CIJ ~.~ ~ (),J @- & t)~~~~ <.J ~ '- CJ r" 'U.. '-it-. 't) Cl -g Q5 '- ~ c::~~~~~ \) ~1::::::c:: t) I .....j t-r) C) 0.:: LC L.w LOT '7 LOT 8 4 COMMERCIAL ~ \ I LOT"" '\ \ \ \ 5 LOT 10 ~ CLF Jl I ~7' tv r:===-- LOT 6 2 GFM NOZZLE6 tCU II 49.S' 4J t 74.2' .& - 7 6 LOT 4 plA.(CII "\ '\\ 1,!AS \ ,/ :...& '&..~ --- )1 .& .... I'" \ \ \ \ \ 2' ~ .a~I"" ..... ,.. ~ \J_~l ~t( ...... _ _ _1- - .'11"'\_ -to- _ - - .& - - ,.. '" n 1'12/ D D D ~ '" ~ '" ./ ./ "---~I . 21 D 21 ~ I' ./ "'f. ~_ _....... 6LEEVE6 .. ---/'" I { \ z i ,I V41 6L.EEVE T T ' G ~ M M M l p ~ ~ \ ~. fr'.T\ [ .1 ~~T T ~~ It ....- t;; H.. 23 PLAT BOOK 6. PACE 27 c.'E1l FARMS ADDITION NO.3. ENTZIN 4 .& - ~. 8 , I' - ~ ~ I'~~:l~'" - _.:::.E- 1':- ,.~ AI' A PART OF LOT 18. - \ r"l t:';~ - !In "'" ~ l t -- LOT I I .32 -- I~ ~~ 1\-1 ::j jf .~ t;: ~ 40 20 0 ~ - 1'1 40 I -- 80 I " I" ASPHALT oRfVE - - ,.' - n - -- I G M=i - I~ ( ~ P.O.C. NW CORNER. LOT 19 ----.. - -- _ - - nl\Q,n M M 1'11' ~ ,. 21 6LEEVE= J ,.. zr' J Z J 1'1 40~ - 1'1 ,. M \ \ .4 ~ \' 1'4 \ 8 r M M ~.M -- - SCALE: 1"=40' H - M I ! -- M - ~ M M'" M M f.!;., M ~r . 41 . 21 T -6LEEVE6 ~'M z .~,G~ IF r .~ 7 \ F I V41 AI - - \ g.. , \ \ if -~ ... - .4~ n n I~I'--' - ~ ~ ~ r-' - ~ - 00 ~ ". .L_ lit ""'-.z....... ~..J - T I~D-J J - II , F , T ~, 10 uY.. ~~ ()~ 't-<l ~~ q~o r-;{) -~ ~<l ,,)<C "9 ~ (I.{) ~~ -.:0 r C'" n J n....,. 1Ir..'-<;r~ <.."'IIIl I. 1ft. ''-'.. ~ .~11 - -1- ~ro :l-€\) J. 'Oq,fo' ~11 ~8 ~".tf ~,.() CfJ~ ' ""<l fa l' ~a '00) o~ I ~O" ~\ .4 ~ \ \ \ IJ~\ l' \ J ~ \ \ - ~l \ z T',J.~ \ z ,.\~ - ~21 slEEVE I' \ - , - '1 r - .4" <( .....J en <( ~ .lD o 5~ ~a ...... CLl 0 ---' -oJ 0 ~~j! ~ t\l" " - ..- - LOT 12 - -L ~~I .21 _ 6LEEVE6 - - ] ~ ~ ~ ~ ~.. ~ ~ ~ ~ ~ ~ - ~ ~ ~ - - I' I' ~ - \ r- ",-, .1 \ - II.H. I'LU /IF IlVEIl V - 2' - VA CA7V ~ ~~\ ~ ~ \ z L \ Z Z cLF r; 6I.EM U!l \,'V I 1\ Z "-- Z \ I I \ p ~z - \ , .4" J D I - l - - - I' 9 - if \ - PARCEL 3 Dfi'P _I DJ Dr I \ \ Ie-ILl H .. - ~ \ 41 ~ ',~ 1 - \ I I V41""-- I - ~Z~_ ~... z z z I ] r-- - ~.. - - III 10 HIl 48 ~K~EEs z F LOT 13 , L-- 1'4' - \ L-- [ - ~ Oa Oa - \'--:: - llti' 7 X 1\: ~ ~ I::::' 'z 2' A - ~ ,V"> '-....... V .4 ~ 21 6LEEVE - - _II' - - J - r T ~l ~\\ TW JW.'B;77.;; ~~ I~ Z 21 AI - - p &. - I. ~z 25 \ \ \ \ \ \ \ \ \\ \ \\ \\\ \ \ \ \' \ \ \ \ \ \ - - I' - T ~T - ./ - T T T T ... T T - - - - \ \ \ \ M P - J T p l' - - = - - : N ::: M T T , P D II j - T I-;-~ V41 Ai t:C\A: - - ~ ~~ tIl~ ....' .tI) fIl,,-,,! ~~ ~~"< 'I ~~ ~_t'o Cl\"'~ ~S.o~ Co ~ ~ ~Rp ?\ ~~ ~~ Rp ~ ~ Co - \, ,.. - , - ~ \ ( ~ - - D D !'t' ,. D D - ....- w W ~ O > N 0:::1'0 W O-l W ~ ~ flr" _ y: u... Cl 0::: 0:::<( ...J > (L - I a.. - 2 31 ......,j~ r" I~ .z~ If I~ r- ., ~~ =".\ ~ - - r I I I I I I \ .!. It; D D , F _ ~ ~ -_I - I"" F ~ ~ - - H I' LOT 14 - - - /T>" ~ --- ONE :::k~ TAI,Is/ RAME FF:=~ 4.79 ,.' 'I - - D D I' - ID .- .:::::===. ;:::::::::. - -== -=(F - """'" - - -~ 21 6LEM..,.. I' - _ I' Jl I z - - - - ,z \ ;c. - ~J """t '--- 31?' 'J w. IIr.1r HI - 111 D D - D I' D ~~ I - ,. - T lr;- L_ ,. f- ~~-.:7 - ot>_ .,,\.\.\.~ ~ fX.1I~ - - 11lI' ~i-- F 2' ~p F .&. D D -., D - r \ - ~~ );- z .--0::: COW L{)I- Z 5; ... ,. - '--- r--- '--- \ \/ / -,,_ ""'t. -Y - ~ I' I V41 /' /~ ~ M ~ t: L~J - - - - ~ \ \ \ T 1 I ~ ,/, ~ - ASPtW.T PAVIf<<; \ \ ~. .21 6L.EEVE6 -.J -, I - - 1 I \ \ \ l 1 I \ ~ t- ~M G , _ nF n..... ~_ ur' - z ~ ..J c.. Z o - ~ ~ CJ - a: a: - w ~ - en ~ 'l '/ ./ , I / I I L ~ - \ . - :;}y~; - a " ~ U-M / 7 - ASPHALT ROA-o;r {\ 31 6LEEVE - -=r.v416LEEVE-, r Z D .... I - \ \ \ \ \ \... G - I en W en ::J o N I 'f W ~ <( a: r:0 <( 5; 0::: IO -l ~ v)LL ::>vJ o ~~ <( 08: o C3 (/) a: 0::: 8J >-1- >- 0::: Z w- (/)5; a: 0::: W~ en a: ::J Z "'OT 16. BLOCK qk n.R. MITCHELL'S SURVEY OF LEVY CRAN"L~ PLAT BOOK I. PACE 5 A pRO N I' - - L. T ~ '!; Tp ~ A - - ~G"L~rN \ - 21 eLEEVE r - - -,;cT~ - r - I 3 - - - (~ H - D 1 -Z - - - .. - _.2l' - - - I 1 r MITCHELL'S SURVEl I J lART OF LOT 17~D!;~C~~'T D~OK I. PACE 5 ~ OF LEVY Cnn · LOT 12 , PLAT BOOK 9. PACE It TALMO SUBDIVISION. LOT I. BLOCK E, LOT 1 PLAT BOOK 9, PACE 10 ",JLMO SUBDIVISJ VN. BLOCK D. ~~ ~, _ .21' - , NOTES NO ~ING 8I-tAU. OCCUR WlTWIN TI-E J:)fIlt/flL.lNE OF ANY Tfle: RETAItED ON THE &ITE AFTER CLEARING. &l.EEVE& &l-W.L I!SE IN&TALLED LNDER ALL PAVEMENT, INCLUDING &IDEWAI...I<&. I I - - DIRT ROAD I - I - - f I , ALL I-EAC>e ew.I.LL I!E !NeT ALLED A HINIt'lt1 OF 12" AWAY PIlIICH AN'!" 1!U1U>1NGl. eJDEllW.lC.aRSl~" ~NOZZLE ETC. - CI-IAIln' ~ yo- ............... 't:: l- I ~ eGl>T "18 IU ~f"YC 6TMET ELL ~.lL~ I LA_L~~ ~EAD DETAIL L'- .L ~~ GENE~L NOTES ~~ U -.. TO ne I..ANDOC.<lPl! I"LAe ..... ~... TO A""'" __ AND lllIIee ,...., DOl A~ ANY EXI&TING Tfle:&. DO NOT CUT ANY IliBOOT& OYER 21 IN DIAMETER. 2) ALL HAINLINE PIfD/NCiJ &l-W.L I!SE I!!SURIED TO A HINJT1.t1 DEPTW OF 18" OF COYER ALL LATERAL PIfD/NCiJ &WALL !51! I!!SURIED TO A HINJT1.t1 DI!fIt11.4 CJIII2" (JII ~ 3) ALL FOfD-1JID 1reOT0III& AND &PRAY& 8I-tAU.1!SE IN&TALLED U&ING AN 18" fD\I"C FLEX PIPE CONECTION. DO NOT U&E FOL YETWLENE PIPE. 4) ADJU&T AU. NOZZL.E& TO f1ECUCE ILL4TER II.L46TE ON WARD &UIlFACE& 4 I!SLCG. ~ TJ.lIlIC7TTLE AU. VALVE& ON ~ LINE6 AIIIlII!QlIfll!D TO ~ POddING. U6I! ADJU&TAeLe NOZZU!& LIN!IllE fIEQlIN5D TO AVOID ANY ILL4TER ON I!SUIU>ING lUINDOII8. It) AU. R/6EM 6I4ALL I!SE PAINTED eLACK OR A COLOR Q.I08EN ISY TI-lE OII.tEfll'& ~ITI\IE AND 6I-W.L I!E &TAICED WITW A &TEEL ANGLE AND SECLIfIED WITW fD\I"C ULTRAVIOLET LI&IT ~CTED fDVC CLAMN. 6) ALL CON11liOL WlflE &f'L1CE& 6I4ALL I!SE HADE IN VAL\IE eo><E& U61NG I<ING lONE &TEfD" COI\NECTOIII& AND &EALANT WI,.... WIle NJT&. 1) '1l-E CONTRACTOR 6I4ALL fDIlEIDAIlE AN AII-I!SUILT DRAWING ~ ALL I~TION IN&TALLATION. THE CON1'RACTOR &WALL IEATLY HAIII( IN flED II<< ON lII-IlTE!5OND PAPER ANY IN&TALLATION TWAT DEvIATE6 ~ THE flL.AN. ne AII-I!SUIL T DRAWING ~ AL&O LOC.6.TE AU. HAINLINI! AND VALY!6 ISY &WOWING EXACT t1EA8t.IIlEHENT ~ WARD 8U11FACE&. I'1EA&UPe1ENT'6 8I-tAU. I!E MAIlICED ON TIoE PLAN EYEN UH!N THE EQllflMENT 1& IN&TALLED IN THE EXACT Loc:.A.TION All '1l-E A.AN. 8) ALL VALwe, GATE VALwe AND QlICK COl.A..EIl5 ~ I!E IN&TALLED IN VAL\IE eo><E&. '1l-E VAL\IE ISO><E& &l-W.L I!SE fIURIDLE UJ.EN U&ING fIEU8E ILL4TER ~ ANY PIPING 6I-lOUN OUT&IDE ne ~MY LINE OR ~ING 0UT61D! A LAND6CAP'I! AIeA 1& 6I-lOUN TJ.EflE FOR CLARITY ONL. Y. ALL LINE& &WALL I!E IN&T ALLED ON '1l-E ~RTY AND IN6/DE THE LAND6CAPE AflEA& OR IN&IDE A &cW. ...., 8LEE\IE.. W)) AU. 11t16EM &WALL !51! IN&TALLED 12" MOM ANY ILl.6U. AND A HINIt'lt1 OF 12" ~ ANY &IDI!ILlALJ<" PATIO OR 11IO,1,0. CMINJT1.t1 OF 2' III-IEfIE TJ.EflE AIlE NO I5lI'1flER &TON) 1lE EXACT IoEI&IT OF ANY 121 FOfD-UfD TWAT 1& $lOU.N IN A &WIlUS !!SED 8I-tAU. I!SE DETEIlI'1INED ISY THE OILNER'6 ~ITI\IE IN ne PII!1.D. II) 1lE CON1'RACTOR &WALL E><EflIClSE CAflE 60 All NOT TO DAMAGE ANY EXI&TING IlTILITIE&. ne CONTRACTOR ~ I!E ~/eLE FOR 1lE II"t1EDIATE IlEPAIM AND coeT OF ANY DAMAGE CAlIeeD ISY Tl-EI~ IUON(, 12) ALL IUOflll( &WALL I!E CiI.IARANTEED FOR ONE YEAfit PIlIOI'1 THE DATE OF FINAL ACCEPTANCE AcirAIN&T AU. DEFECT& IN ECilJIr=t'ENT AND WOIlICI'1AN6WIP. (OR All OUTLINED IN '1l-E URTTEN &PECFICATIa08) 13) eLECTRICAL 61!11MCE TO LOC.6.TION (JII THI! ~ IlELL ~ fI'LI"I\D 8I-tAU. !51! ~DI!D TO A ,UilCTION ISOX OR DI8COMECT AT THE ECilJlfIIt'ENT Loc:.A.TION ISY THE ELECTRICAL CONTRACTOR OR ISY OILNER UH!N IT 1& NOT PART OF ne ISID PAO<:AGE. 14) IT 8I-tAU. I!SE TIoE RE&PON&IISILITY OF '1l-E CONTRACTOR TO &cALE TIoE fDLAN AND OECX NOZZJ..E TYP'E& TO DI!1'EN'1INE T..e CO\IIII!CT .ACNG (J111lI! +eAD6. ne c:ONTIUCTOR &WALL NOT .ACe! THE I-EAD& FIJIIm.lER N-ART OR USE LEN I-EAD6 11-IAN ~ ON '1l-E A.AN. ANY a.tANCiE6 TO 1lE I-EAD &PACING OR LAYOUT, WITHOUT THE CON8ENT OF THE LAND&cAfIE AR:WITECT OR 0l.I.IIER &WALL ~ 1lI! I~TION CONT1ItACTOR le6l-ON61eLE POlIIt ~ OF 1lI! fDl.ANT& AND ~ 60D IN THESE A/l&t\&. 8) 48 I-lOUM aeP'0N! DIGGING, CALL 1-"-432-4"11>> (aNeWlNE &TATE ON! CALL ~ , ALL VAL\IE I!5C>><E& 6I-L6.LL I!E HAIllI<ED IN&IDEi WI,.... TJ.E ZClNE N.M!5ER ON fDLA&TIC CIolRI&TY T ACi& OR A6 PEfIIt TJ.E IUIlitITTl!N 8f'ECFICATION&. VAL\IE eoxll(\ /,FINI8W GIIIADE ---l-- ."HIN. ~, IT' !><JDANeION 8URiE 4_ J A'tm; 1--= ~\- b HAINLINE I () fIL.ACE~ ~ ~ WI~ LNDER HAIN'7'- ELECTRICAL VALVE .... .~ , IDLACE n.e RAIN 8ENeOR TO ~CEI\IE RAIN fIlICt1 ~ DIIlECTI0N6. LEGEND fA v-:~ ): '- '~~ .. "~ ---......... . WIIiID"_ ~ > -' .' :~~' ~ :~.; .' 0IIt ..A6T eo IXfeI) '.- .': .... "A6TeoCiP'I!AWai-'~~ ..olII '.',:', ~ ~~]~ ~~ ~ 1k:.? ~ ~A :.:~it- ~,',1' L-::-r-:;;;>' c...:. -.',1-" ~C......... ",~~ -:- ,,' ~,:.- ....:- ~ ~~ '-" I""'tfC CClNCUIT TO .1',:...,.~.J~ " 11-B6TAIllTCiP'11-B ~." .. " h;::.Q1 MAN.te. ~ WIIe6 .''',.' 'OogIl.L.. IN:lBIlt t1AINLte. .- , . ,... "'lII · RAJNeIRD 18el2> 6E~IE6 611 POP-up ........................................................................................................................... .............,...................................................................",.,.................,.....,.......,.,. @ INeIRD 14ttJ4 eueeLE~ ON FLEX PIFE """,'.................................. ........... .............t..... ............................................................................................................... .................................................................................................................................... ..mmm........~....m..................,~~~..~..,~~~..~~m'~...~..~,__........ ......m..'m......' ..mm....... ..,....................,'...........,... ~.~-+-~~~~--- )... Q:l ~ j::::: ~ ~ tG ~ ~ Pi ~ ~ "- ~ ~ -.....; ~ ~ , ...... .L /. ./ ./ / / / / ,q ~ '" ......V)V)~~ aQ:: Q::~~ 1CAII-I"I..eX ....-e U8E v.z" ClN 6fIIltAY I-EAD6 ~,~ . .....nn....u...nnnuuu'___..n_n...... .n....nnuu.uu...............nnnu.uu...............nnnn.nn..... .......n.uu ..............'>nnnun..'............"nn......... ...nnnu.......u.......u~...nnnn'.......... .......................... ..................... .............................. ............................................ ..................... ........................................ ..........................................,........... ................... ......... ......................................+......... ................... .............. ................................... ......................................................... ......................................... ............................................................. CONTROLLER DETAIL ............................. ....... ..................................................................................................... ..................u......... .................... ~. 4e PVC MAINLINE-2 112" --- ...""n.--.."n--.."'''''''......~..'''.T...ClA&6'..2_..PVCnLATEFiAL..LiNE:'.'6i2i.A6.~'.i:NTll..A-.6MAi.LER"'...."'."'.. .,...,. '..... ,.......,.."'.'..m.'" "'" ..m..m"'......'l""~I~",,!~.,'~,.~~~,,,~I~m~"~~<4II.,.~I;.~~E:r..~,I~,~"'~"'!:b~~",~1~~....... I III I ' : ~. 4e 6lEEVE (MINIMUM OF 18" DEFT'" AND 2 61ZE6 lA~~ . m ~ .t : T"'AN TI-E PIFE 61ZE OR A6 lABELED ON TI-E PlAN) ....................................................u................t.............................,.,.,.....................................,.,..........................................................................................................._................................................................................................. j I-lNTE~ ICV ElECmlC VAlVE. 1112" OR 61ZE A6 6I-fOU.N ! eElOW. IN6TAll VAlVE IN AN AMETEK "'" ~ VAlVE eox. o : 112)-24 GPM-I'I : 2&-&5 GPM-I 112" ! S6 AND "'IGJ..H:~ GFM-2" ZONE C~ART ZONE GPM HEAD TYPE NOZZLE Cf-IART WATER USE PRECIP. RATE (in. per hour) RUN TIME (minutes) 20 20 120 120 60 20 20 20 20 20 %OE7 ~~~ GAlLONS t=E~ MINUTE WATE~ U6E ~:L-LOW aAWIA lex> .. NATM!.-LAN1'6 M-MEDIUI"1 ~AL 1 2 3 4 5 6 7 8 9 10 48 31 45 43 42 23 47 52 46 48 Spray Spray Rotor Rotor Rotor Spray Spray Spray Spray Spray LOW LOW LOW LOW LOW LOW MEDIUM LOW LOW LOW 1.5 1.5 0.25 0.25 0.5 1.5 1.5 1.5 1.5 1.5 .".t...."...... CONmolLE~-RAJNeIRD E6P-lX 12 6TATION. A6 6I-fOU.N ON TI4E PlAN, IN6TAll WIT'" A MINI-ClIK " RAIN 6EN6OR GROUND WIT'" A MINIMUM 8' COPPE~ ClAP ~. 6LEEYE TO A6 ~QUI~D. @) u____...n...............,,"_______._._.~wnu.uuu..n n... (t) ".....wn.w......."u...w.._........~uu_n..~uuunn..............u.u.__u.~_.~w......'"-uuuunn.......w____.n............u'.U.~....hW~_.U.__...~~..-uu_~.w..-....__"........~__.___...~..__~,.w.......... POINT OF CONNECTION TO A I 112" METE~ AND A 2" ~DUCED PFE66U~ FRINClfDlE eACI<FLOW PFEVENTER 6EE UTiliTY PlAN. SCALE: 1" = 40' DA TE: 9/9/03 DRAWN: LWS CHECKED:LWS FILENAME: NSYRDIRR.DWG ......,,,............... .. .n"."..................,.......u....... .....~_.....'n.........-"-'. nnn'..u......n.'u~'...........n."....................nn".."u__............n...__..,__,...................,..,..........n................".n"'n..............n....uu........nn..u..'u'....n...u_'......n..__u'.... ....nuu..... DI6CLAIME~ (Baeed on 2 da~ a WCMIc. to I=>>rovld. I" or water> Tnle chart Ie prOvIded ae a s."..a I outlln. only. Ths contractor Iha II b. r..ponelbl. to eet. the run Um.. on the controller ba6ed ror the el=>>sclnc 61t. conc::tlUot'l6. Tnl6 Iha II Incluc:l., but not limIted to eort, weather, I=>>lant neec::te and ..tablllhnent I=>>erlod. The contractor &hall be rully r_~6Ibl. to c:heck. eqUlf='l'1ent. quantlU.. and lhall be r_l=>>on6,bl. to lnetall and lncluc:l. In the prq::>olal all equlf='I'1ent 6hown on the I=>>lan. Ths plan overrld.. a"!:l errorl In quantIU... 1-1. J..nGI-I __ IT. AUliUITN! __ ( SHEET ] LI-1 JOB NO. 03-090