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Home My WebLink About10-27-2010 Agenda Packet - Special SessionMavor S. Scott Vandergrift center of Good L . o-e It1/~Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 City Mana~er Robert Frank PLANNING AND ZONING COMMISSION LOCAL PLANNING AGENCY) October 27,2010 AGENDA 7:00 PM I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Meeting held October 12, 2010 III. OLD BUSINESS IV. NEW BUSINESS A. FOUNTAINS WEST 1. PUD Substantial Amendment 2. Rezoning PUBLIC HEARING SENIOR PLANNER HOWELL B. WEST ROAD COMMERCIAL SUBDVISION 1. Preliminary/Final Subdivision Plan PUBLIC HEARING SENIOR PLANNER HOWELL V. MISCELLANEOUS VI. ADJOURNMENT O:\P & Z\Agendas\201 0\October27, 2010 P & Z Agenda.doc NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee. 150 N Lakeshore Drive. Ocoee, Florida 34761 phone: (407) 905-3100. fax: (407) 656-8504. www.ci.ocoee.fl.us ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on October 12,2010 The minutes will be forthcoming for your review. MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, OCTOBER 12, 2010 CALL TO ORDER Chairman Campbell called the meeting to order at 7:02 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Campbell, Vice Chair Golden, Members De La Portilla, Dillard, McKey, Morris, Sills, and West. Also present were Assistant City Attorney Watson, Assistant City Manager Shadrix, Senior Planner Howell, and Deputy City Clerk Sibbitt. ABSENT: Member Conkling was absent unexcused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, September 14, 2010. Member McKey, seconded by Member Sills, moved to accept the Minutes of the September 14, 2010, Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS SPECIAL EXCEPTIONS – LETTER OF NOTIFICATION TO SURROUNDING OWNERS – EXPANSION OF BOUNDARIES Assistant City Manager Shadrix stated their discussion on this issue was th followed by a very healthy discussion by the City Commission at the October 5 City Commission Meeting. He further stated he would like to propose to the board tonight is that staff come back and present a workshop. They were directed by City Commission to look at amending the code to address this very issue that was brought by this body. Chairman Campbell inquired if the amendment would include all the other areas where the 300 ft. notification is mentioned. Assistant City Manager Shadrix stated they would do a comprehensive review and propose a series of recommendations that would address that issue as well as some others. Vice Chair Golden thanked Mr. Shadrix for bringing this up so quickly and stated he just wanted to increase the notification radius up to a 1,000 ft. for special exceptions. Assistant City Manager Shadrix stated the City Commission did have discussion on the issue of a use going into an existing vacant retail center thus creating an issue for attracting other retail uses that might wish to sell alcohol. There are ways they can amend the code to limit that from occurring and still allow the owners of the retail centers to lease to tenants. Planning and Zoning Commission Meeting October 12, 2010 He further stated what they want to do in context with all the plans they have for the CRA is create an environment where there is a hometown feel. Assistant City Manager Shadrix stated that now is the time to focus on the code so they will be bringing a lot of code items before the board within the next few months. Chairman Campbell inquired if they anticipate a workshop in the next 90 days. Assistant City Manager Shadrix stated they are in the beginning process of doing research so they would like to have a workshop within the next 60-90 days. NEW BUSINESS V ILLAGES OF W ESMERE – R EZONING TO PUD/L AND U SE P LAN Senior Planner Howell gave a brief overview of the proposed rezoning of the property known as the Villages of Wesmere. The Villages of Wesmere townhome development was approved by the City Commission in 2006. The development was approved for 369 townhome units. The applicant is requesting to rezone the northern portion to allow the construction of 178 single-family detach units in place of a portion of the approved townhome units. The Land Use Plan that was submitted proposes 40-foot wide by 80-foot deep (3,200 square foot) lots in a Traditional Neighborhood Design (TND). During the review process, staff suggested the applicant include alleyways as a way to enhance the 40-foot wide lots which would ultimately give it more of a TND feel. The alleyways will be contained in tracks that will be owned and maintained by the homeowners association. The setbacks for the front loaded and alley loaded lots will differ. For the front loaded units; a 20-foot setback, 5-foot side setback, and 10-foot rear setback will be provided. For the alley loaded units; a 10-foot front setback, 5-foot side setback, and a 20-foot rear setback will be provided. The rear setback will be used as the entry and the units will be accessed from the alley. Senior Planner Howell further explained the traffic statement and acceptable nd uses in a PUD District. He also mentioned that on September 2 the applicant hosted a Community Meeting which several of the surrounding HOA’s as well as residents of the existing townhomes were invited to attend. STAFF RECOMMENDATION Staff respectfully recommends the approval of the proposed rezoning of 40.60 acres of the Villages of Wesmere from R-3(Multiple-Family Dwelling) to PUD (Planned Unit Development), subject to the execution of a Development Agreement, and the resolution of the outstanding comments from the Legal 2 Planning and Zoning Commission Meeting October 12, 2010 Department prior to the action being presented to the City Commission for final approval. DISCUSSION Member McKey inquired if it is possible that some of the existing multi-family units be converted to a convenience store, cleaner, or some sort of mail drop off facility. Senior Planner Howell stated that portion is zoned R-3 which has to be residential unless someone came in and petitioned to rezone it to allow commercial use; however, that would also require a future land use change. Member McKey stated if they allowed commercial then it would be a true TND. Vice Chair Golden stated he noticed some outstanding legal questions from the DRC and he was wondering if that had to do with the Development Agreement. Assistant City Attorney Watson stated he is correct the outstanding comments do have to do with the Development Agreement and additional conditions of approval that will be incorporated into the plans and will not have subsequent changes of what they have seen already. Vice Chair Golden inquired as to what additional conditions the applicant gets with the PUD other than what they have seen in their packets. Assistant City Attorney Watson stated they are minor modifications and gave some examples of conditions they would be seeing. Vice Chair Golden stated the alleyways will be narrow so what would be the conditions for parking on the streets. Senior Planner Howell stated this could be a requirement that they add on to the approval stating that no parking is allowed in the alleys. He further explained the alleys are 12-feet wide and only allow one- way traffic. The Public Hearing was opened. Jim Hall, VHB Engineering, stated they concur with all of staff’s conditions and they have worked really well with them. He further stated as to the TND questions that were addressed to the planner, they are not asking for any commercial but they are advancing the construction of the community center, pool, and recreation area to the front end of the development which will act as a civic space. He further stated to answer the question regarding parking in the alleys. The alley setback is 20-feet which allows a driveway in front of the garage so that they get two parking spaces off the alleyway. He briefly explained that all the existing homes and the proposed lots on the south end of the property will stay R-3 and the conditions of approval are exactly the same as when it came to the board before. Vice Chair Golden inquired as to how big the homes would range as far as square footage. Kevin Kramer, K. Hovnanian Cambridge Homes, LLC, stated the 3 Planning and Zoning Commission Meeting October 12, 2010 single-family homes will be 1700-2400 square feet. He further stated the townhomes, of which they are not requesting any changes to, range from 1500- 1900 square feet. Vice Chair Golden stated in the elevations it looks like a Mediterranean theme and he inquired if it matched the architectural theme of the other townhomes that exist. Mr. Kramer stated the current R-3 approved townhome development had a requirement for tile roof so the only elevations they will be offering is Mediterranean. He further explained some of the other elements they would be including that would keep the development consistent with what is already there. Mr. Kramer stated this is one overall community that needs to blend together well and compliment each other. Vice Chair Golden stated since they are going in the direction of single-family homes he is guessing there is a better market for it. Mr. Kramer stated that is exactly the case because they feel that even in the very optimistic times we were in 5-7 years ago 369 townhomes was a lot. They feel this is a great location and a very strong market for single-family homes which is why they are converting the north half to 178 single-family homes. Member McKey inquired about condition #70 and referred the applicant to look at the resources guide that is available from MetroPlan regarding bike racks and benches. He also suggested the planner look into the MetroPlan recommendations and make sure it is added to the code. Member McKey further commented on the declaration which is addressed under the conditions and stated he would like to see that expanded to requiring detail limitations on the size and construction guidelines and placement of accessory structures and fences in rear yards. Member De La Portilla inquired about the type of price point the homes would be sold at. Mr. Kramer stated they do not know at this time but it would be priced at market value. He further stated the single-family homes will be higher priced just by nature of being a single-family home. Member De La Portilla inquired if they had any idea what the market is today regarding a 1700 square foot home in that area. Mr. Kramer stated he does not know but he is aware that pricing is not very good right now for townhomes in the market. He further stated to allow some comfort these homes will have to be sold at a price for 369 townhomes which is 60 less homes then they will be marketing and they have to make up the dollar amount with nice homes that sell. Member De La Portilla inquired if the clubhouse will have a swimming pool. Mr. Kramer stated it will have a large pool, clubhouse, and a playground area. Member De La Portilla further inquired the square footage of the clubhouse. Mr. Kramer stated he can not recall but the pool is 24ftx58ft water area with a deck. Further discussion ensued regarding the pool’s location and when the amenities would be done. Member Morris inquired if there will be two separate HOA's. Mr. Kramer stated there will be one HOA but two types of members (townhome members and single-family members). He further explained the difference in the two. Vice Chair Golden inquired why the trips increased. 4 Planning and Zoning Commission Meeting October 12, 2010 Mr. Jim Hall stated he was shocked too but according to the Professional Engineering Institute, the single-family residence generates 65-70% more trips than a townhome. He further added it only went up less then 10% of what they originally had approved but they are working with the city on some mitigation to take care of that slight increase. Mr. Hall briefly explained the reasons for the increase in trips. Andrea Constantinou, 2131 Velvet Leaf Drive, stated one of the major issues the community as a whole agrees on is the size of the townhomes. Currently about 95% of the existing townhomes are 1900-2300 square feet so building smaller townhomes will cause a decrease in the value of their homes. She further expressed her concerns with the width of the building and proposed that a minimum square footage of 1800 square feet be allowed. Chairman Campbell inquired if the request being proposed by Ms. Constantinou would require a change to the existing plans for that area. Assistant City Attorney Watson stated that is correct; the concerns of the residents tonight are referring to the townhomes that are being built and will remain zoned R-3. She further stated that the southern portion of the project has already been approved so any changes to minimum square footage would have to be addressed by revisions to the approved subdivision plans for those units. Angel Graulau, 2154 Velvet Leaf Drive, stated he is in the US Army and will be deployed to Afghanistan but every time he leaves his house his primary concern is his family. He moved into a gated community so they would have the amenities within and it is his understanding that they would be taking away the basketball courts and tennis courts. He further gave his objection regarding the amenities that would not be built because it would take away from the youth in the long term. Mr. Graulau also agreed with Ms. Constantinou in the square footage of the homes and how the property value of their home would go down if the builders downsized the units. Sarah Klunk, 2134 Bent Grass Avenue, stated another concern the residents have regarding the townhomes is that the interior features in the proposed townhomes and single-family homes remain similar to what they have now because they have a lot of upgrades. She stated they do not want it to be made cheap. Ms. Klunk also commented that they would like to see the black iron gates to continue with the newer townhomes because it was not shown on their proposed plans. Scott Roberson, 2122 Bent Grass Avenue, inquired about the single-family resident parking area and further commented on his disagreement with having 5 Planning and Zoning Commission Meeting October 12, 2010 two separate HOA’s. His concerns with the HOA issue included fees, maintenance requirements, and keeping a cohesive color scheme. Mr. Roberson also agreed with the square footage concerns mentioned before and stated he would like to see the builders take their issues into consideration. Chairman Campbell informed Mr. Roberson, as well as the other residents, that what is before them tonight is determining whether or not the PUD is to be approved. Many of their concerns tonight are not issues they can address or take action on. Assistant City Manager Shadrix addressed the board and stated he wanted to clarify a couple of things. He feels it is very important to have members of the community come before them to air their concerns. The issue before the board tonight is a zoning issue and the townhomes parcels are not being rezoned. There were many issues brought up that were really good issues but he wanted to make the distinction that this is for zoning tonight and the builders still have a subdivision plan stage which will require intricate details. Mr. Jim Hall spoke and addressed the questions of the residents regarding the square footage and how they will try to increase in value of the homes by completing the gate, club house, and recreational amenities. Mr. Kramer addressed the question on parking and stated the single-family homes will have plenty of room for a guest to park up against the curb without blocking a driveway which is why there were no cut-outs such as the townhomes have. He further stated the HOA will be one HOA but the difference will be the reserves set aside to maintain the exterior of a townhome building. They have no intentions of raising the fees and they do want the involvement of the current residents to suggest changes to them. Mr. Kramer further explained their intentions with the project. Chairman Campbell stated he can assume that they will continue to work with the residents separate from the zoning issue before the board tonight. Mr. Kramer stated that he will not be able to give the residents everything that they are requesting but they do have to sell at a higher value because they have to make up for 60 less units. Member Sills inquired how wide the street will be in the front of the single-family homes. Mr. Kramer stated it will be the standard street requirement. Senior Planner Howell added that the street does meet the code. The Public Hearing was closed. 6 Planning and Zoning Commission Meeting October 12, 2010 Member Mckey stated he likes the TND concept and feels it will be a very marketable product. He further encourages all the owners to bring their concerns to either the Building Department or their Commissioner. Member McKey, seconded by Member Dillard, moved to recommend approval of the proposed rezoning of 40.60 acres of the Villages of Wesmere from R-3 (Multiple-Family Dwelling) to PUD (Planned Unit Development) subject to the execution of a Development Agreement, and the resolution of the outstanding comments from the Legal Department prior to the action being presented to the City Commission for final approval. Motion carried unanimously. MISCELLANEOUS Assistant City Manager Shadrix thanked the board for their assistance in getting a lot of their big items out of the way. They will have a lot of code changes coming forward which he further explained. He further stated they will be doing some different things with peer review with some of their customer base. They are trying to go with an industry standard that helps us meet our goals. Member Morris inquired if they are still meeting at the end of the month. Assistant City Manager Shadrix stated they are planning to go ahead with the meeting at the end of this month. Member McKey addressed Mr. Shadrix on a JPA question and how he thought that Orange County would be working closely with us when new construction would be built near our borders. A brief discussion ensued on a gas station being built next to Lowe’s. ADJOURNMENT The meeting adjourned at 8:13 p.m. Attest: APPROVED: ___________________________ _____________________ Melanie Sibbitt, Deputy City Clerk Bradley Campbell, Chairman 7 ITEM NUMBER IV. A. PUBLIC HEARING FOUNTAINS WEST SUBSTANTIAL AMENDMENT TO THE PUD & REZONING Mayor S. Scott Vandergrift Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 City Manager Robert Frank STAFF REPORT TO:The Planning & Zoning Commission FROM:Bobby Howell, MPA - Senior Planner THROUGH:Craig Shadrix, Assistant City Manager DATE:October 27,2010 RE:Fountains West PUD - Substantial Amendment Rezoning to C-2 (General Commercial) Project Numbers: RZ-10-09-11, RZ-10-03-01 Commission District 1 - Gary Hood ISSUE: Should the Planning & Zoning Commission recommend approval of a Substantial Amendment to the Fountains West Planned Unit Development (PUD) which would remove 1 acre of land known as Lot 7 and rezone said property to C-2 (Community Commercial)? BACKGROUND: The subject property is located on the southeast corner of the intersection of West Road and Ocoee-Apopka Road. It is 1 acre in size and is vacant. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoninq Classification Existina Land Use North Commercial Planned Unit Fountains West development Development (PUm East Low Density Residential Orange County Single-family residence Aaricultural South Commercial C-2 (Community Vacant Commercial) West Commercial C-2 (Community Vacant Commercial) DISCUSSION: Substantial Amendment to Fountains West PUD The Fountains West PUD was approved by the City Commission on December 19, 2006. The PUD was approved with a total of 8 lots. The PUD is the site of a commercial shopping center October 27,2010 Planning and Zoning Commission Page 2 containing a Publix grocery store and two banks that are situated on outparcels. The remaininglotsarecurrentlyundeveloped. The applicant is requesting a Substantial Amendment to remove Lot 7 from the boundaries of the PUD. The applicant intends to include the boundaries of Lot 7 in a new three lot commercial subdivision that will be developed at the southeast corner of the intersection of Ocoee-Apopka Road and West Road. Per the Land Development Code, a Substantial Amendment to a PUD is required when the Conditions of Approval to the accompanying Development Agreement are required to be modified. Several of the Conditions of Approval refer to Lot 7, thus the need for the Substantial Amendment. Rezoninq to C-2 (General Commercial) The applicant is petitioning the City to rezone Lot 7 to C-2 (General Commercial). The property will be joined with a parcel of land immediately to the south of the subject property which is in the City limits and has a current zoning designation of C-2 in order to develop a three lot commercial subdivision. The rezoning is consistent with the Commercial Future Land Use designation. Additionally, conflict with the surrounding properties is not anticipated as the surrounding area is generally commercial in character and the property is located at a major intersection where commercial zoning districts and developments are typically contained. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on October 20, 2010 and reviewed the applicant's request. The applicant was notified that there were outstanding review comments from city staff. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Substantial Amendment to the Fountains West PUD and the subsequent rezoning of the 1 acre parcel to C-2 (General Commercial) subject to the resolution of the outstanding review comments from city staff. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Substantial Amendment to the Fountains West PUD and the subsequent rezoning of the 1 acre parcel to C-2 (General Commercial) subject to the resolution of the outstanding review comments from city staff. Attachments: Location Map Future Land Use Map Zoning Map Substantial Amendment to Fountains West PUD Staff review comments Fountains West, Lot 7 Location Map m - -- r-HJD o be '}..9 o~ S\'O\e IIIIIIIII Ii [I r\J::OOIC:()~~~b~C~ 0> e CD 0 CD (Q 0 0 (Q CD ~ a.~" rr0" () :J 0> :J" 3 ....., :J" a. :J CD"CD == CD en < ,..... 3 CD c" 0 0 () ()en () 0> CD '<:J en 0 3 CD ,..... 0 _ 0> -n ~ <: - a. ~ ~" CD :J:J".:a-uJ0> 00> fie () 0 ~ oen ~o""a. 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'< en en n,--1@ -, ;U (i"O CD en ~ CD CD e?. ~ m ::J ~, ::J 0': ~ J r-+- 0.. ~ CD 0 o..~~ ~ en~ en ~ CD ~ 0' CD en U;UOIC c CD 0 CD <.0 @Q:o::Jm:T en 0' CD ~ ~ r-+- ml1~<::J::J g,g~g-~ mo~..., m CD' ::J ~ ..., ~ r-+- en 0.. 11 m_-' Oo OJ~"O 8- O~CD"O o..c::JQ)" m' g .g> S' J m en @ l I\) m o o4' S' eD 0. 50 o T l CDI\) .0o c: m j) o o o CD CD o 03 CD 30 c:m ::J CD 0 tCD CD 5" 0 3 CD 3. o S- O" N o o m 0 o o CD' CD en c: o c: ~ Er C. -. en CO:e N(Dgen J'i-COo s:,... Q) ~ c o c: Issued fon, Planned Unit Development Plan Date Issued.- March 03, 2005 Latest Issue.0 October 20 2010 E`xcept as specifically aniended hereby, the Fountain's" �We'st P'01)"'Land Use Plan remains unchanged and in full force and effect. No. Drawling Tlitle Latest Issue C-1 PUD Land Use Plan C-2 PUD Boundar�j C-3 Existing Zoning Map L3 C-8 Conditions Of Approval C-1.0 Pr_..,kingr Siimmar' L ZONE X u1j771corporawd Areas ZONE Courl", Of 0 ra n g It aeiict.rr,,+e.I"c:'A 120179 1� APPRO2018X i)range Counts i. PROPERTY ratcd Arc.i, BOUNDARY art+ r- rj OWC ZONE ✓ L 0 ra F1 F C o U 11 t v Zone X No flood Harzard -Area Flood Site Map t NOT TO SCALZE Feet 10/11/10 10/1 1/10 L 0 8 /33 0/ 10 7' A Fountains )N Vfpt ucoee-Apopka Road U,Coee, Florl*da Site Location Map memmmm t 0 10DO 2OW Feet Z2WAIVER REQUEST (APPROVED DECEMBER 19,, 200G) CODE CODE PROPOSED JUSTIFICATION SECTION REQUIREMENTS STANDARDS LDC, Article \/T Section 6-14C,(1)(b)ii LDC, Article VI Section 4-5X(3) No more then 50% of the 70% frontage on Additional Right -Of -Way linear roadway frontage Ocoee -Apopka Road in dedication on Ocoee -Apopka shalt be devoted to outparcets. No more then Road and pertiaL dedication outparcels within a 50% frontage on West Road for West Road Realignment commercial development in outparceLs on West Rood. 50 feet building setback on 25 feet building setback on Additional Right -Of -Way Ocoee -Apopka Road and Ocoee -Apopka Road and dedication on Ocoee -Apopka West Road West Road Road and West Road Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services Owneimay . Living Waters SHWLLC W.O.R.Y. Investors, LLC Church of Ocoee, Inc. 3 3 S.E. 4th Street, Suite 100 P.O. Box 1028 120 McKey Street Boca Raton, FL 33432 Ocoee, FL 34761 Ocoee,, F1 34761 Phone - 561-367-9200 Phone - 40447_4 15-6542 Appl'l(-,,,,a:tit/'I-)e,veloper-. HaINTorsett Deirelopment Corporation 33 S.E . 4-th I.' )treet, Suite 100 F1 33432 Boca . _atoi Phone , :)c i1_67-9?00 I-',, XG IN E E R 1TAdN_A.SSE,1LANGEN`, BRUSTLIN, INC. 135 A'i7. BLVD., SUITE 800 .'b �) - ORL_i'NF.)0,I 31 ' R, 801 PH- (_1()'7) 'R4394006 ,�!&CHi'mCT AIIAFX. 'N'I EN E 114 T ARCRITECT1.-, RE.,,'PIANTNING 33 S. 1177. 4th Sti'e:et, Suite 101 out Raw-n, 1133432 pho iif;.7_50-5299 CABLE ADE LPHIA C-OMMUNICATIONS 4305 'i/TNELA]'�D ROAD,, SUITE G-2 ORLP,_NDO, Ff., 32811 BRI(14 HT11OUSE NETWORKS 1 844 ��IAGUIRE, ROAD JAS LAKE APOP." NATURAL GAS DISTRICT P.O. F O:,�' 7 '9,3 0 0 7 WINTER. GARDEN, FL_" )4778 [?,E(`1 L,kIMED WATER CIT'VOFOCT)EE 150 ?ORTFT L.AKESHORE DRIVE OCO'1_9Ei 11 L'4761 JELEPHONE SPRINT 33 N. MAIN STREET W INTER GARDEN, FL 34777 onammalpf h, M I MU. 135 W. CENTRAL BLVD., SUITE 800 ORLANDO, FL 32801 PH: (407) 8394006 LANDSCAPE ARCHITECT ALOHA PACIFICA LLC 18 17 BRIARCLIFF RD. WINTER PARK, FL 32792 PH: (407) 691-0002 POTABLE WATER ORANGE COUNTY PUBLIC UTILITIES 109 E. CHURCH STREET ORLANDO, FL 32801 SANITARY SEWER ORANGE COUNTY PUBLIC UTILITIES 109 E. CHURCH STREET ORLANDO, FL 32801 PER CITY COMMENTS 10/20/10 X A2 PER CiTY COMMENTS 10/11/10 j< SOLID WASTE A REMOVE LOT 7 FROM PUD 08130110 'li CITY OF OCOEE 150 NORTH LAKESHORE DRIVE '10 �2 <-- OCOEE., FI.3 4761 rX. kr� ELECTRIC PROGRESS ENERGY 452 E, CROWN POINT ROA, 11 7 WINTER GARDEN, FL 34781 P_ Q 9. 1j,_ Ili n'-e4 �'I I I\ P'f 19' r"I'l, Al T -')-7-- in A-- jr i1/ 'tle' V, li, t T., ZONE A-1 TRACT G Vanasse Hangen Brustlin, [tic. Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407-839-4006 A FAX 407-839-4008 EB-3932 I k k T, gy 'lTRACT 1 EN'TRANCE- (LE FT/-RW[PH T -TRACT Al TRACT A LANtS) 0.44 Acres 0.43 Acres ZONE R -:1 A A--- 2 TRACTS A, AT AND A2 ARE SUBJECT TO A STOP CONSERVATION EASEMENT IN FAVOR OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PURSUANT TO SECTION 704.06, FLORIDA STATUTES ZONE 1-1 LANDSCAPE M111GATED ONSITE BUFFER 25'MAW FKIFTM 467 NN REMAINDER 'TRACT 1 NOT N OF W.O. R,, Y. INCLUDED AS FFdjPARCEL_ PART OF PUD ZONE 1-1 l .1� �4 14.76 ACRES LOT I 1, 16 Acres E A T I T:F_ T 8 LOT 8 14,76 acres 5', 11.73 acres AV —LANDSCAPE TO z WETLANDS PROVIDE VISUAL lot IT BARRIER TO ? SERVICE AREAS TRACT A ZONE R-3 3.86 Acres V 7 TRACT G �i 1.10 Acres N Y /LOT 6 LOT 8.83 Acres 1.14 Acres ENTRANCE 2 (RIGHT TURN LANE N MITIGATED B'V I W.O.R.Y. X SECONDARY JOINT Y EASEMMT TC BE AND CROSS CMrATW To `�'ONLI/ RACT B 0RAXaE 0GROCERY 3.44 Acres ACCESS POINT N Sm —4t, S.F. 59,393 --g-AM FOR MHW=l 14.9608 TRACT G 00 YR= TRAL —7 it 1 � `4�1 -i16 8' CONTIN UOUS COVERED PEDESTRIAN CANOPY ACK BUFFER 2T FROKT _T ROAD 0.9 cres 11 C) 0 SF LOT 3 1.26 Acres P "M ZONE PUD REMAINING WETLAND IMPACT WILL BE STOP "All OLffER PERMITTED AND MITIGATED THROUGH SJR4 V V BY W.O.R.Y. IMPACTS ARE NOT /7\ Per City Comments 10/11/10 INCLUDED PUD. PORTION OF WETLAND "Y EASDIINT LOT 5 DELINEATED J- res SOUTHERN 111 6 Removed Lot 7 from PUD A 08/30/10 - x 10' LANDSCAPE STRIP 4 1 F ALKIAL Per City Comments ' � ---ate [' a -- R. ! ; , ` ,LA FROM A5 09/01/06 - ADJACENT TO BUILDING 1.20 AcresPHOTOGRAPHY Per City Comments 05/01/06 1"h z' % -2e .33 Acres Lot and Parking Layout STM Sm Tw. A3 01/25/06 0 1?00 0 10 200 SIGNAL FXISTING A4 LOT 4 A lilt, ._j 1511 2 Lot Geometry CROSSWALK TYP. A 09/20/05 i7t —LOT # 8 Z PRIMARY 07/12/05 Revised As Per City Comments 41 Y A, Z 1j, SIGN SCALE IN FEET No. z Date Ar,pk,j 70' FR= SETBACK 2r ff=T SETBACK Designed by ML Drawn bii� Checled bv ML RAE? CAD checb-d by A,,rrc,�,d by Aw M T IRB Scale I =100, March 03, 2005 A i T- :zC Project Title —F �h_ N_ C _-Z 7 S T, 7 00 �, 4 1 1 - LOT 7 3 1 , . FOUNT A INS WEST Cr Acres NOT INCLUDED AS PART OF PUD) A " qj, 0141M ()HW 011W OCOEE APOPKA ROAD 0 HW OHIN ---------- Ocoee Florida <: Issued for Planned UNINCORPORATED ff 0&WR4R_r0FME,4 JVOT MU UDED,,IS Unit Development P"T OFPUD Not Approved for Coriistmction 7 Drawing Title YUD Land 'Use Plan Note. Lot Development Proposal is ConceptuW, and Lots are Subject to Site Plan Approval. No Site Plan approvals are being granted I by virtue of this plan. 60929.00 60979 51 IF P1 At I At I R- FFVI'SFf) -- 8-2 7-L I 0_DW(_ Srt an ,�!_T 8—p eVj 10 LOT I LOT 2 IV67 '0 �4 o A, A5 LOT 3 7 6 j LOT 7 (NOT INC-1 UDE AS \'ART OF THIS PUD) -7- 9 TRACT A -WETLAND MEWA N89*56 49-W 775.18' R�DS73.5 0' L=--497.96, ,A == 15 '13'43, C2z:=N82'19'57-1A, CH=4Qr, 77" " 771771�-�77� 5 N86'46'E 1751.64' mppr.` im LOT 8 cp TRACT E LOT 4 LOT 5 I., U, C LEGAL DESCRTpTION Less and except Lot 7 of the plot Records Of Orange County, Florida and the West Rnn,4 • Lot 1, Lot 2, Lot 3 Lot A Of Fountains West, as recorded in Plot BOOL, -7-) ountains West, as Tract A y and Tract LS-1, F LOT • Lot 6, Lot B, rignc—of—way, I (-age 171 of the Public Count Tract Al. T,,Wh'ch MO also be described as Y. Florida recorded in Plot Book 72, Pages Oct A2, Tract 6- Tract D T�oct E, Tract F, Tract G 111 through 116 Of the Public Records of Orange NOTE,,3 I' THIS SKETCH AND DESCRIpTON LICENSED SURVEYOR AND MAPPER. IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 2' THE LAND DESCRIPTION HEREON WAS WRITTEN SEAL OF A FLORIDA By THIS SURVEYOR AT THE DIRECTION OF THE CLIENT. 3- BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHEAST 1/4 OFC 6 T SOUTH, RANGE 28 EAST, BEING SOUTH 86�3B'31- WAY MAP, PROJECT NO. 7,5,320-6460-602/60,3. WEST, PER ORLANDO-ORANGE COUNTY EXPRESSO Ti. OWNSH, THIS SKETCH AND DESCRIPTIONY AUTHORITY RIGHT OF OF RECORD AS RESEARCHED BY VHIIS3 ANASOEONON A BOUNDARY SURVEY PERFORMED MAP, PROJECT NO. 7532O_ THE ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY - ADDITIONAL INFORMATION AFFECTING THESE PROPERTIES MAY E FOUND Y A 13111602/603 By VHBt AND IS BASED ON LAST DEEDS SEARCH OF THE PUBLIC RECORDS, 13 F3 TRACT --I (NOT INC41 '_ LIDED AS PART OF THIS PLID) IL mr.."a-ftl9m RIG 100 0 '00 210 0 00 �2 �SCA�LEIN FEET TJ 11allgen Bnmtjjn,[tjC. Tfan'Sportation .and DevelopInclIt Ent irolllnenlaf 135 IVCq CM , . tral Blvd., Suite 80() 011mida, Florida 32801 407-8394006 1 FAX 407-939_4()(),S M-3932 Z4\ Per City Comnwnts /3\ RernOve Lot 7 pUD 1012011()l /2 Rsvlmd A. pm- City Com", 0813C)II0 .'t' Revbed 09/01/06 As pe, City Comnm"ts No. Revision 07/12/0,5 Designed by AIL Drown by Date APPvd. CAD checked by Checked b Y RAB MT scale by JR8 — 1'�— I oo, J.t_ Elate PMject Tifte March 03,2005 UOUNTAINS WES_j OCOEE APOPKA ROAD Ocoee, Flo-rjda Issued for Planned Unit Developille ,nt Not Approve(I for ConStRlti,,, Drawing T-,tj, PUD oun ary Drawing Nurnbe, Sheet of Project Number 60929Y) 60929 SITE PLAN ALT 9--REASED-8-27-j0.DW(' °xyp�=� �QQ��a�xom�� ^^�/ �K)�=.i °�,s 686p ^v �=_«uv| /�� ^y p°,"°v" ovo f�h\� � | 7@/ | 7N/ p^� �m ~��a »w sn/nu1u q�m"mu«no �u sv w�p«u - eu/g3/{o �von��ooJp*�eu \r/ u4/ur/go on�umn��vq�mv�� - u�-��-o| quamvxn4o'�a T�7� \/ ��.�.�.�'�...�^.^�'�.�,�.�...�.�.�.�.�.�.�^�`�.�^�.�,�.�.�.�-..�.|.�.'^..�...',...,.-,'.,..-.'^�. � .~ '� . � ....�''.' .. ---''.-�'-'.'.'--.....'�-''....'''.'.--'''.'-.---'..''''-'-.'' '.-'''''.�'-'-' '.-.-''.,.--. . . - . - . ' � . ' ' , ' - ' - ~ �. . . - . , - . ' . 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''-''---'--''~~-...~.` ��p��/-��-�-��s��-6 �l« �o/� �q!� ��o�``��d\��ru»i�'��`'�r'`'./>��t�� 71 _e CONDITIONS OF .APPROVAL 1. THE APPLICANT REQUESTS THE CITY OF OCOEE TO REZONE 43.03 ACRES TO PUD, PLANNED UNIT DEVELOPMENT, THE REZONING WILL BE SUBJECT TO APPROVAL OF A SMALL SCALE COMPREHENSIVE PLAN AMENDMENT AND A DEVELOPMENT AGREEMENT. ?. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSTRUED AS SUCH AN EXEMPTION. T. TO THE EXTENT THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL CONFLICT WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE, THE PROVISIONS OF THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL SHALL CONTROL. 4. EACH FiRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 5. STREETLIGHTS WILL BE INSTALLED PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED iN ACCORDANCE WITH THE PROVISIONS OF THE CITY OF OCOEE LAND DEVELOPMENT CODE IN EFFECT AT THE TIME OF ISSUANCE OF A CERTIFICATE OF COMPLETION. 6. THE DEVELOPER OF EACH TRACT SHALL BE RESPONSIBLE FOR INSTALLING REUSE LINES ALONG WITH THE OTHER SUBDIVISION INFRASTRUCTURE, AT SUCH TIME AS REUSE WATER IS AVAILABLE TO THE PROPERTY, THE DEVELOPER SHALL BE RESPONSIBLE FOR CONNECTION TO THE REUSE SYSTEM LINES. ALL ON -SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED UNDERGROUND. 7 o THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION WITHIN THE CONSERVATION AREAS INSIDE THE 100-YEAR FLOOD ELEVATION. THOSE AREAS ARE TO BE FENCED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBLE DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION_ i , i 11. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC ROADS WITHIN THE PROJECT. I Mil wil In 13, AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS AND OVER ALL DRAINAGE EASEMENTS SHOWN HEREON SHALL BE DEDICATED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME. OF PLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITYOR LIABILITY UPON THE CITY, TO ENTER UPON ANY PROPERTY IT GOES NOT OWN OR TAIL ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY. 14. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITE" AND OTHER .APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. 15. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY "NIL' BE C'^''4y7, F ,Nr- MAINTAINED BY THE OWNER OF LOT 6 AT THE TIME OF PLATTING. LIFT STA. .; ":71 DESIGNED TO ACCOMMODATE A FASTER PUMPING STATION CONSISTENT WITH' THE COUNTY" P,AASTER PLANS. ALL SUCH LIFT STATIONS SHALL BE FENCED `4,7-� BLACK, VINYL CHAIN-Lft, WITH POST AND I AiI S PAINTED BLACK,ND SHAD BE SET BACr. "N, _ESS THAN ' FROM STREET. n w, SH.^c;_ St REE JE' ">'iTo AA HEDGE -TYPE SHRUBBERY. SUCH AS VIBURNUM OR ,- _ _ _ _ _ U _ - - _ . ED LOCATIONS SHOWN ON THE PLAN, r A _ BE DEED' i LLD TO 7' E vi i ",F , THE TIME OF PLATTING. 17ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO THE PROPERTY ASSOCIATION DOCUMENTS SUCH AS ARTICLES OF INCORPORATION, BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS, SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT THE TIME OF PLATTING .ALL OR A PORTION OF THE PROPERTY. 18. ALL TRACTS. WHICH ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY O''A'NEm BE CONVEYED TO THE PROPERTY OWNER'S ASSOCIATION BY WARRANTY DEE ' aT THE TIME 20. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED �F AT ALL POSSIBLE. THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE. BUFFERS AND AS STREET TREES. 21, THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE I;MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXIST!NC: PsRi r T E- ; rE D TREES. FOR LOTS C"'ONTAININu Fc+ i �.CTED TREES, THERE WILL BE NO GRADING OR ,;ETHER C-ONSTRUCTION ON INDIVIDUAL LOTS, �Xt EP- �S SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTi BUILDING PERMITS ARE ISSUED FOR THOSE LT.:. _ ALL UTILITIES TO BE PLACED 'NITHIN THE 10 EASEMENT ALONG THE FRONT OF EA ; , LOT �r' I BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 23. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESER� A.L! RORC� RIGHT-OF-WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE 'A'ORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MRRKFE- WITH 7-REE PROTEC IiO JI" BARRIERS, 24, REMOVAL OF EXISTING TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-`NY AND RETENTION AREAS AS DETAILED IN THESE PLANS. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT iS ISSUED FOR THAT LOT, TO DETERMINE WHETHER C R NOT EACH TREE NEEDS TO BE REMOVED. 26. THE DEVELOPER SHALL COMPLY WITH ALL REQUIREMENTS OF THE CITY AND OTHER GOVERNMENTAL ENTITIES WITH JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED .AND TO PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION BELOW THE NATURAL WETLAND LINES. FURTHER, ' HE:- AREAS BELOW THE NATURAL WETLAND LINES SHALL. BE FENCED OFF ( AND SILT FENCES SHALL BE INSTALLED) DURING CONSTRUCTION ACTIVITIES IMMEDIATELY ADJACENT TO THE FETL .ANDS, IN ORDER TO MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSTRUCTION. 27. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY !S REGULATED BY ST. JCHNS RIVEP WATER MANAGEMENT DISTRICT ("SJRWMD") AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ("FDEP";. GENERAL OR INDIVIDUAL PERMITS ARE REQUIRED FROM THESE AGENCIES PRIOR T(`A COMMENCEMENT OF CONSTRUCTION. 28. IN THE EVENT THE MASTER STORMWATER RETENTION PONDS ARE CONVEYED TO A PROPERTY OWNER'S ASSOCIATION (THE "ASSOCIATION") THEN THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECTS MASTER STORMWATER MANAGEMENT SYSTEM ("SWMS`"), INCLUDING ALL MASTER STORMWATER RETENTION PONDS, UNTIL SUCH TiME AS: (1) THE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CiTY AND THE SJRWMD, (11) THE MASTER STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION, (111) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN NTH RESPECT TO THE SWMS AND THAT THE ASSOCIATION iS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 29. THE DEVELOPER WILL PROVIDE A DRAFT MASTER EASEMENT AGREEMENT TO THE CiTY WITH THE PRELIMINARY SUBDIVISION PLAN FOR THE PROPERTY. THE CITY WILL REVIEW THE MASTER EASEMENT AGREEMENT IN CONNECTION WITH ITS REVIEW OF THE PRELIMINARY SUBDIVISION PLAN. �! �, -. 1 ! ,: l.. i ice« ♦ ♦ .• . �.. ; ♦.ir'S i 32. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF 1 ACRE IN SIZE. i 34. NOTWITHSTANDING THE CONVEYANCE OF ANY TRACT TO THE CITY, UNTIL SUCH TIME AS THE IMPROVEMENTS CONTEMPLATED FOR SAID TRACT ARE COMMENCED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TRACT. 35. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. 36. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT iN THE PLAN. 37. NO PARKING IS ALLOWED ADJACENT TO OCOEE APOPKA ROAD. 41. THE DEVELOPER SHALL MEET ALL STORMWATER RETENTION REQUIREMENTS FOR ROAD A WITHIN THE PROJECT AT NO COST TO THE CITY OF OCOEE. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER RETENTION SYSTEM SERVING ROAD A. 4-2. THE D` -: --PEP SHALL GRANT 'DRA, NAvv EASE!I,9ENTS ACROSS THE DRAINAGE PONDS IN FAVOR THE CITY. A3. THE DEVELOPERS SHALL GRANT A -EPPORARY DRAINAGE EASEMENT ACROSS TRACTS C-2 AND C-3 IN FAVOR OF ORANGE COUNTY FOR THE TEMPORARY REALIGNMENT OF WEST ROAD. 44. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES. 46. THE UNDERLYING LAND USE (LIGHT INDUSTRIAL) AND ZONING (I-1) FOR THE REMAINDER OF W.O.R.Y PARCEL WILL REMAIN INTACT AND SUBJECT TO A PRELIMINARY SUBDIVISION PLAN CONSISTENT WITH THIS PUD AND WITH THE ADOPTED LAND DEVELOPMENT CODE. 47. TRACT 1 CANNOT BE DEVELOPED UNLESS THE ACCESS ROAD AND UTILITIES ARE PROVIDED PER APPROVED PUD LAND USE PLAN. 48. LOTS 1 THROUGH 5 MUST UTILIZE COMMON ARCHITECTURAL ELEMENTS FROM LOT 6 BUILDING ELEVATIONS. 49. LOT 6 SHOPPING CENTER SHALL PROVIDE CONTINUOUS COVERED PEDESTRIAN ARCADES UTILIZING AWNINGS OR CANOPIES AT LEAST 8' IN WIDTH FOR THE LENGTH OF THE MAIN ENTRANCE FACADE. 50. NO SHOPPING CART CORRALS SHALL BE PERMITTED ADJOINING A BUILDING OR WITHIN PARKING AREAS UNLESS SCREENED WiTH LANDSCAPING OR OTHER ACCEPTABLE BUFFER. 51. DEDICATION OF TRACT G TO THE CITY OF OCOEE IS PART OF THE WETLAND MITIGATION FOR THE PUD PLAN FOR LOT 8. 53, THE MAXIMUM IMPERVIOUS AREA WITHIN THE ENTIRE PROJECT SHALL BE 70% OF THE GROSS LAND AREA EXCLUDING LAKES AND JURISDICTIONAL WETLAND AREAS AND OPEN SPACE SHALL CORRESPONDINGLY BE AT LEAST 30% OF GROSS LAND AREA. �'1! ♦ �. ■i �. �,.�• Y � ■!� w«i«.'� «• 1. i■ 0 • 57. GAS STATIONS, SERVICE STATIONS .AI',ID COMMERCIAL CONVENIENCE STORES SHALL UTILIZE EITHER GABLE OR HIP ROOF STRUCTURES. THE CANOPIES F-CR (.SAS PUMPS SHALL BE ATTACHED TO THE MAiN BUILDING AND INTEGRATED INTO THE ARCH ITEC:'IIURA.L ROOF DESIGN. �w • ! a iMan 11ON � , a r a . • .� , a w „,, ! w + ! r ! , • w � • w r w ! � «!fir -�.i . *, « i . r.� i , � • ♦ .'.i it « '. : '+i '! .: • 'i.«i :. � i ■ . ; ■MAW NO i 1 • APer City Comments 10/11/10 ARemove Lot 7 from PUD 08/30/10 Combined COA 38 & 39 11/15/06 ARevised Condiftons of Approval 10/26/06 l 3 \ Revised Conditions of Approval 09/01/06 AComments #37 & 38 added 04/24/06 ASheet Added Per City Comments 01 /25/06 No. Revision Date 4ppvd Designed by ML Drawn by ML �Checpod by RAB CAD checked by �T Apnr, ;ed by JRB Scale N/A D"}e January 25, 2 6 Project title A INS nrowinq Number ``h.-t N • 60929 S!TT- Pf Ml Al T F RFV1SF0--8-27-l0.DWi. A4 Use Lots I & 2 Lot 3 4ts 4, 5 Opf (Appliance store Dank B;3ar (associated with restaurant seating 45 people) Car Wash (1) Clinic, Dental or Medical ---- ------ --- --- �Commercial, Convenience with Gas Sales Commercial, Retail Department Store Drive in Restaurant Equipment -sales IFurniture Store I Grocery Store/supermarket (Heating, Ventilating, Plumbing Sales Service I Interior Decorating Store Liquor Store, No on -premise consumption Miniature Golf COU rse MWe Theater Music, iRadio, TV Shop Nursery/Gairden Supply Store Professional Offices Restaurant Veterinary Hospitals and Kennels when confined within structure Child Care Facilities Church (2) Club or Community Use ------------- Recreation Facility, Commercial ;�Permitted Use (1) Only as Accessory to Gas/Convenience Store Establishment (2) (23200 seats-, 45'Steepte/Tower feature-, ancillary uses such as church related offices, religious/book store; daycare facility and recreational building) 56 f r. Lot 6 Lot 8 9 SETBACK"LANDSCAPE I Lol 9'Tract L Acreage: Use FAR Max. imper&nss, Open space 1 Max.1rieight Max Sc Ft. �Othu- Use i i D _-mrsNp & Mairdervoce Erility Maximum ADT Max, PM Peak Hour Trite Road AbUt LDVTracf Ing Intemlal N%P- Par king Summary Chaft _ ____ - 0,11irmicial 010 80% _. - F U ?,P NO LLC I 26116 10,15 1010 1 14 %.�.nmercia! (5713.1 80% Feet' 9,=012 S RN, LLC 4 2515 1015 10110 126 ca-mmerffal, FC 206A 1 45 Felt, 9,91M00 i S HWI 2515 IWO 1110 I T Size Spaces 801% 2TA 1 455 Feet � 9,900-IT; SKVV, LLCI 1 Lots 1 14 hroWh9 6 AEIT 7,665 Lots 1 thmigh 6 5 PM Peak 70va r 2515 54? A 10110 Description Required Pro Provided I Required Provided t� 1200 Ocmrriefcial 0-18: 8D% 20% 4-5 Feet 9.0 —0 0, 0 0 SHW, LLC 25115 IWO NA STANDARD SPACES 10' X 20' 10' X 20' 320 319 Irv V ACCESSIBLE STANDARD SPACES 13' X 20 17' X 20 6 7 i Ti ri' Z-,.' VAN ACCESSIBLE SPACES 16' X 20' 17- X 20' 2 1 2 8 11,73 Public Fa6tMesPrstimicn-al a, .0 1 701% 30% 45 Feet�Auditorn ni, Ca, Cafe Cwle, bwia Waters (1urch mow, Im ADT= 519 PM Peak_ 38 25115 11710 IAMRY, 1 1 RIA TOTAL SPACES 328 328 )-and- Reriea6onal Buildir)C4 I (YO All Otheis i LOADING BAYS 12 X 50 2 12 X 25 2 Tfr_dd Al 3 B& Wr_&n6CoPsc-m'lc t"114' -------- ciV Cf OC W_ 7ra-.1 A 1 G 44 i's Butr Along Wetland Cilly of Ocow ADA/STATE/LOCAL REQUIREMENTS 301- 400 SPACES TractA 2 0,43 256ltr AloiV yeti aM u WA '"A Ol'y of Ocoee 8 ACCESSIBI F SPACES REQUIRED Tract 6 344 Reteaion FOR L015 1-7 MA !A 5 H WN, L LC —LOADING BAYS: ONE BAY PER 25000 SF Tray ' CA rj'Additioral R-VV ',Nest Rd. R,�A x A Caqge .by Tract C-" 2.68 Addrtiorel RVV Vest Ofan ge County Tracf r,3 0 18 Arldftnal RfW VMst Road, NA MA Orange C-Axoty Parking Requirements: Tract D C 48 Additional RN-i MA -A cil"i of Ocoee Ocrok-te Apopka Rd RETAIL 26,100 SF x 1 SPACES/200 SF = 131 0 _199 Access Road RM4 NA Cif'/ of Ocom GROCERY 39,393 SF x 1 SPACES/200 SF = 197 080, WateT Feature N!A S KA LLC Tract G 110' Public Trail Ci y of Ocoee TOTAL PARKING REQUIRED = 328 _t'6fAC 43 03 80%. M§FA�* -, �#A TTj1j=nTjTj20M-"A 1 i ** SEE THE PERMITTED USES MATRIX FOR SPECIFIC PERMITTED USES MMEEMMM Transportation Land Development 135 West Central Blvd., Suite 800 Orlando, Florida 32801 EB-3932 A4 Removed Lot 7 from PUD 08130110 ARevised As Per City Comments 11/15/06 A2 Revised As Per City Comments 10/26/06 AlRevised As Per City Comments 09/01/06 No. Date Appvj Designed by ML Prown by ML Checi,ed by RAB CAD cherkpd by , MT by JRB Scale I 11=1 500 1 Dif, March 03, 2005 Project Title F""UNTAINS WE�3T OCOEE APOPKA ROAD Ocoee, Florida Issued for Planned Unit Development Not Approved for Cons coon Drawing Title Lot Matrix & Parking Summary P-iwing flurnber 60q�9 S! IF Pt A! I Al_ r R- -f?FVl',FD —19-27— M, ILM, City Manager Robert Frank Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Mayor S. Scott Vandergrift October 20, 2010 Thomas Skelton American Civil Engineering Co. 207 N. Moss Road, Suite 211 Winter Springs, Florida 32708 RE: Fountains West PUD Amendment RZ-10-09-11 2nd Staff Review Dear Thomas Skelton: Thank you for your submittal for the above-mentioned project. We have attached staff comments that are in response to your submittal. At your convenience, please call me at 407 905-3100 extension 1021 to schedule a Technical Staff Review Committee Meeting (TSRC). During this meeting, the appropriate staff members will go over any of their comments to facilitate the re-submittal. In your written response, we ask that you indicate how each comment was addressed. If you have any questions, please call me at 407905-3100, extension 9/1021. Sincerely, Sherry Seaver Sherry Seaver, Development Review Coordinator Planning Division sas Attachment cc: Paul Rosenthal, City Attorney Dottie Watson, Assistant City Attorney Craig Shadrix, Development Services Director Bobby Howell, Senior Planner Engineering Department Project File O:\DEVELOPMENT REVIEW\Projects 201 O\Fountains West PUD Amendment Lot 7\2nd Review\DRC F ou nta i nsWestPU DAmendment.doc City of Ocoee . 150 N Lakeshore Drive. Ocoee, Florida 34761 phone: (407) 905-3100. fax: (407) 656-8504. www.cLocoee.fl.us BOBBY HOWELL. SENIOR PLANNER 407) 905-3100 Extension 1044 No Comments at this time. RYAN HOWARD. STAFF ENGINEER 407) 905-3100 Extension 1506 No Comments at this time. DOROTHY E. WATSON. ASSISTANT CITY ATTORNEY 407) 244-3236 I. Repeat Comments The following comments were included in the City Attorney's prior memorandum regarding the Plan, however, they were not fully addressed as part of the Applicant's current submittal. 1. Resolved. 2. [Repeat Comment] Please label the waiver table appearing on the cover of the Plan to indicate "Approved December 19, 2006." We note that the waiver table was removed from the cover page pursuant to a comment from the planning department. Please revise the cover page of the Plan to include the waiver table as originally included along with the notation described above. 3. [Repeat Comment] Please revise Sheet C-2 of the Plan to insert the following prior to the legal description that appears on that sheet: the legal description from the approved PUD Land Use Plan] less and except Lot 7 of the plat of Fountains West, as recorded in Plat Book 72, Page 111 of the Public Records of Orange County, Florida and the West Road right-of-way, which may also be described as We note that Sheet C-2 was removed from the Plan pursuant to a comment from the planning department. Please revise the Plan to include Sheet C-2 as originally included along with the above-described revision to the legal description. Please also revise the index of sheets accordingly. 4. Resolved. 5. Resolved. 6. Resolved. 7. Resolved. 8. Resolved. 9. [Repeat Comment] Please provide a title opinion or title certification (the "Title Report") showing the record title holder of Lot 7 of the PUD that lists all encumbrances of record. Please note that the title report must be less than six months old at the time of commission approval of the PUD Amendment and must be addressed or certified to the City of Dcoee. Please include with the Title Report copies of all exception documents identified therein. Joinders to the amendment to the Development Agreement will be required from all mortgage holders. The Response Letter indicates that this will be provided at a later date. 10. Resolved. II. Comments in Response to New Plan The following comments are based on changes made to the Plan since the Applicant's prior submittal or relate to new information or documents that have been provided since Applicant's prior submittal. 11. Please revise the cover page of the Plan to insert the following language: Except as specifically amended hereby, the Fountains West PUD Land Use Plan remains unchanged and in full force and effect. 12. Please revise the title of the index of sheets appear on the cover page of the Plan to read Index of sheets included in Amendment." 13. Please revise the index of sheets appearing on the cover page of the Plan to delete (rather than strikethrough) entries for pages not included in the amendment. ITEM NUMBER IV. B. PUBLIC HEARING WEST ROAD COMMERCIAL SUBDIVISION PRELIMINARY/FINAL SUBDIVISION PLAN Mayor S. Scott Vandergrift center of Good L .e ll'i~ Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 City Manager Robert Frank STAFF REPORT TO:The Planning & Zoning Commission FROM:Bobby Howell, MPA - Senior Planner At ty Craig Shadrix, Assistant City Manager lit'THROUGH: DATE:October 27,2010 RE:West Road Commercial Subdivision - Preliminary / Final Subdivision Plan Project Number - LS-201 0-003 Commission District 1- Gary Hood ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary / Final Subdivision Plan for the West Road Commercial Subdivision? BACKGROUND: The subject property is located on the southeast corner of the intersection of West Road and Ocoee-Apopka Road. It is approximately 9.3 acres in size. The subdivision plan proposes the construction of infrastructure for a three lot commercial subdivision. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zonina Classification Existing Land Use North Commercial Planned Unit Fountains West development Development (PUD) East Low Density Residential Orange County Single-family residence Aqricultural South Liqht Industrial Oranae County C-3 Niqhtclub use West Commercial C-2 (Community Vacant Commercial) DISCUSSION: The Preliminary/Final Subdivision Plan for the West Road Commercial Subdivision proposes the construction of infrastructure for a three lot commercial subdivision. The total acreage is 9.3 acres. Lot 1 is proposed at 2.12 acres and has frontage along West Road and Ocoee-Apopka Road. A Walgreens drug store is proposed for construction on Lot 1. The Walgreens is a Small- Scale site plan and is currently being reviewed by staff. Since it is a Small-Scale Site Plan, it is October 27, 2010 Planning and Zoning Commission Page 2 not required to be presented to the Planning & Zoning Commission or City Commission for final approval. Lot 2 is proposed at 1.02 acres, and Lot 3 is proposed at 1.07 acres. Lots 2 and 3 have frontage along Ocoee-Apopka Road. The subdivision will be accessed via a full access point adjacent to the southernmost portion of the development on Ocoee-Apopka Road. Additionally, a right-in/right-out between Lots 1 and 2 on Ocoee-Apopka Road, and a right- in/right-out on the easternmost portion of Lot 1 on West Road will be provided for access. A cross-access easement will be provided across all three lots. Stormwater will be contained within a master stormwater pond. Approximately 4.01 acres of the site will be preserved in a Conservation Area that is noted on the plan as Tract "A". Within this tract is a Bald Eagle nest. A permit was obtained by the applicant from the Florida Fish and Wildlife Conservation during the review of the Fountains West PUD that specifies a distance around the nest reserved for a "No Construction Zone." The area that is reserved for the No Construction Zone is noted as a 142-foot radius on the Fish and Wildlife permit and is shown as such on the plan. There are approximately 2.46 acres of wetlands on the property that will be preserved within the Conservation Area. The Environmental Assessment that was submitted indicates there will be impacts to 0.12 acres of less than average quality wetlands and 0.45 acres of impacts to surface water impacts to upland cut ditches that are located on Lot 1. These ditches have been utilized to convey runoff from the property and are not considered to be wetlands. A total of 2.34 acres of wetland area will remain on the property. A 25-foot upland buffer will be provided around the wetlands. Per the Comprehensive Plan, the 0.12 acres of wetlands that will be impacted by the effects of the development will be mitigated at a 2 to 1 ratio. Two wetland areas consisting of a total of 0.24 acres will be created in the Conservation Area to mitigate the impacts to the existing wetland area. These areas will be planted with various types of vegetation that are common to wetland areas. Additionally a 0.04 acre "Temporary Wetland Impact Area" will be created to establish grades for the wetland mitigation area in the northeastern corner of the property. This area will be created to help remove exotic canopy and groundcover species. Staff is awaiting an approval letter from the St. John's Water Management District for the wetland mitigation plan. This letter will be required before the project can be presented to the City Commission for final approval. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on October 20, 2010 and reviewed the applicant's request. The applicant was notified of several outstanding issues that had yet to be resolved. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Preliminary / Final Subdivision Plan for the West Road Commercial Subdivision subject to the satisfaction of the outstanding staff review comments. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary / Final Subdivision Plan for the West Road Commercial Subdivision, subject to the satisfaction of the outstanding staff review comments, and the receipt of an approval letter from the St. John's Water Management District for the wetland mitigation plan prior to the plan being presented to the City Commission for final approval. 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NA PLE Sp FLORIDA 34102 JIM, FARRELL EMAIL: jornes.j.forrell@bridge.bellsouth.com �.bIl� nam OC3 SOUTH AP PCA CITRUS � FR UIT T CO. _ t P.O. --- TELEPHONE/CABLE, BOX 50 1SITE OEEFLOR FLORIDA ti a , p Y.. . as AS ...... ..N39 IRIDA I og « OCRPROPERTIES, NC __ ,« _4APPLICANT- -� 1 I AI R A ,_� A U E 1 4 5k _ 1 E. F N ~ E ., Ca FA 4 __ 32 6-7 WINTER R PARS F RDA � 2 76 JMIKE J RNIGANGREGGOO �UCH R _�. _._. ,t. _ _ _ x _ ; _ 1 Ei S " ROAD SANITARY . ORANGE ��_ ,. UTILITIES E � w t 8 3 FA' "_t a 1 }NFLOOR EMAIL: _\I�,,eII tomD�, FLORIDA A 3252 a a E to PHONE 47 .54 92 .. _ . P � .x CIVIL, .." NI�.� G CO. AM RICAN �_ E 4 54 ENGINEER. E .FAX O 207 N. MOSS ROAD, � t. t s_ HORN VAN MICHA:L I WINTER SPRINGS, _FL..Y) ,,LA, 32708 TER DISTRIBUTION- ORANGE COUNTY UTILITIES � :�-HOMAS H. SKEr ( I , Pe7 52 12 NONE. 40 a2l 7 150 CURRY FORD D. 2ND FLOORFAX 4 �� 1,,r 7 13NDO FLORIDA 32825 C)RLA LO� ., � � a PHONE. 47 �- , EMAIL. skk lton@[ .,Ilsout .net -- - — FAQ, O � yr.`,�:. ._� p•... IYtBRADYARCHITECTS, { � ARCHITECT: ICIAEL DRAG. � , .RC I�IIi ECr � INC. 14 MICHAEL VAN HORN O COLONIAL{ Iw7 _ Y, SUITE 230 1 REUSE WATER DIS i.. CITY OF OCOEE LADE MARY, FLORIDA 32746 SCOTT MALENO(*,I , AIA 1800 A.D. MIMD .AD c� , P ,_ i- _E.. {�4_C�7 �. �,y 5 . ,.3C 16 OCOEE, FLORIDAk- LORIDA ,.� 47 1 ., ri . .. . � FAX: 4C� 7 5 a -�� 532I6 17 PHONE. 4D7 05 310 EMAIL. ofla r Iar,carr HALE SM1�H . ,x 18 SURVEYOR. THOMS L. CNIIR, F SM C `« COMPANY: DRIGHTWOUSE COMMUNICATIONS _ .��7 4 RA I I � T. .LADLE A ._� _�--. �--- , � S 24 S. P ,� S 44 MAGUIE D.. WINTER PARK FLORIIA .,�272 p Ll T P 47 H OOII-R ,�I� 4 C1 OCOEE,FLORIDA3 61 OMA L. _ � � 3 �. VICINIT MAPi m 2 4C.7 532 50 PHONE. 07 ��7 1,576 FAX 4 � 7 _..17 *F 6 MARVIN URY 5 ,_ ry ,u r m r� _hfk�u.�e.�,�m 'EMAIL- , anr�ar �. l.� t ,c.��r � EMAIL.. rya in yC> yb CL . WASTE WORKS �~ 41 SOLID ��-` � .1 2 OT UNIVERSAL ENGII�� ._E INCH SCIENCES, INC. P.C�, DOS, 6�. 66 �: 353 GGIE ORL.ANDO, FLORIDA 32 --�25 L� , - ORLANDO, FLORIDA 32811 (407) 7w-- 047 2336 OCOEE APOPKA RED. OCOEE, � MO HASSAN, M.S., I`� F w PHONE: 4 7 ;-3--p C. 504 GAS COMPANY. LAKE APOPKA NATURAL CAS DISTRICT E 1320 WINTER GARDEN VINELAND RD. FAX: 407 4 3 -310 WINTER GARDEN, FLORIDA 3477 EMAIL: mhaanCIluesorl.corn 407) 56-2734 E T 10 K G U TT I LLE LANDSCAPE ARCHITECT. FRENCH DESIGN`: EMAIL: r� ull ki.C>: lan d.dr ► Aw;� , 4. ,' M .� 5449 LAKE. JL:Sw.,pr�MII�L (�F�I� L ORLANDO, FLORIDA 1 2639 PAM LA FRENCH. ASLA PHONE: (4�07 �'36 —7 54 � r _.a FAQ. D 8��. 71,,a4 EMAIL: frank > arkhlink.net m PREPARED FOR' low All CO.lj , d uo 1 1 I PER CITY OF OCOE STJRWMD AGOE �t OfORANGE �. 4 T 09/19/ 010 REVISED PER CITY OF OCOEE, STJRWMD, ACME & ORANGE C,t.t. „aC�! TNT � � � ` � `� 07 31 2010 REVISED PER CITY OF OCOEE, TJRWMD, ACOE ORANGE. 0). ,/CPv F� F?EGIST� Ait)# '�. �2752 INDEX OF SHEETS A R R y A y STATIONLIFT STANDARD DETAILS LANDSCAPEPLAN LANDSCAPE SPECIFICATIONS IRRIGATION r' AN PHOTOMETRIC PLAN AMERIC. N CIVIL ENGINEERINU ROAD,0, t 1C 00008729 C) 41 C) UJ C14 < q C4 cn M v) Lo co 0 .0) m rt q V) c) 0) cif o C) a m z 21. ALL DECLARATION OF' COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE T14E P2 E ol FOLLOWING PROVISIONS: PROVISION ALLOWING THE' CITY TO LEVY, COLLECT, ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON pa z = AREAS IF THE' ASSOCIATION FAILS TO 00 SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING = C) FOR ADEQUATE MAINTENANCE. C� C.) " W b, PROVISION GRANTING TH CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/REPAIR THE SWIVIS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (1) TURNOVER OF V) V) V) CONTROL. TO THE MEMBERS HAS NOT OCCURRED, OR (11) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF' THE SWMS. PROVISION PROVIDING THAT THE SWIVIS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION /MAI NTENAN C E M ZE m w" ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS 0 U U E-_ WITHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. d. PROVISION THAT THE ASSOCIATION SHALL. AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA CONDITIONS OF APPROVAL SECRETARY OF STATE. C5 u (3 u C3 0 PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE ui Lu ui DECLARANT SHALL DELNER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS Z �i 1. EXCEPT AS SPECIFICALY NOTED ON THIS PLAN, THE DEVELOPMENT OF THE PROPERTY SHALL BE "NG ACCOMPANIED BY AN E INEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH cx 0 (r 0 W 0 CONSISTENT WITH THEREQUIREMENTS OF THE CITY OF OCOEE CODE. ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES -8 -16 Jld 2. NOTHING HEREIN SHAtL BE CONSTRUED TO WAIVE ANY PROVISION OF THE CITY OF OCOEE LAND ANY CORRECTIVE ACTION IS REQUIRED THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE uj UJIW DEVELOPMENT CODE �NLESS EXPRESSLY SET FORTH ON A WAIVER TABLE SHOWN HEREON. SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE 0 0 C) 3, ANY DAMAGE CAUSED TO OCOEE APOPKA RD AND WEST RD AS A RESULT OF THE CONSTRUCTION ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. < < ACTIVITIES RELATED -0 THE DEVELOPMENT OF THE PROPERTY SHALL BE PROMPTLY REPAIRED BY THE f. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE CD n C) OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. M m m ZQ 4, THE PROPERTY WILL CONNECT WITH POTABLE WATER SERVICE IN ACCORDANCE WITH ORANGE COUNTY g. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE of m w 10VIDE, AT THE DEVELOPER'S COST, AN EXTENS�ON FROM THE EXISTING POINT OF STANDARDS, AND PF CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. (n V) I U) CONNECTION. h. NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTION PONDS TO THE PROPER OWNERS TY Li Li Li 5. INTENTIONALLY DELETED� ASSOCIATION, OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE w 0 ui 0 U-i 0 6. OWNER SHALL INFrALL A REUSE SYSTEM ON THE PROPERTY THAT WILL CONNECT TO THE CITY OF DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER 000 CCOEE'S REUSE DISTRIBUTION SYSTEM AT THE INTERSECTION OF WEST RD AND OCOEE-APOPKA RD. THE MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS (i) 0:� SYSTEM SHALL PROVIDE A REUSE LINE TO EACH LOT, THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ui a- ui CL ui CL 7� THE CiTY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES ISSUED BY BOTH THE CITY AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD), (ii) THE ui ui ui CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE PROPERTY OWNERS ASSOCIATION V) V) V) CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM HAVE IN FACT BEEN CONVEYED TO THE PROPERTY OWNERS ASSOCIATION, (iii) THE PROPERTY OWNERS of > Eu THE APPLICATICN OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSTRUED AS SUCH AN ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL C�) c) EXEMPTION, TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (iv) THE C) C� C) ALL ON -SITE U7LITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH 04 C14 UNDERGROUND. RESPECT TO, THE SWMS, AND (v) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE co m 9 ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) PROPERTY OWNERS ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE 0 0) r- AND RELATED EASEMENTS WILL BE REMOVED AIND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION PLAN WITH RESPECT TO THE SWMS AND THAT THE PROPERTY OWNERS ASSOCIATION IS RESPONSIBLE FOR 0 C) THE DEVELOPMENT REPLACING THOSE USES, MAINTENANCE OF THE' SWMS, ALL DRAINAGE, UTILITY AND MAINTENANCE EASEVENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY I. PROVISION GRANTING THE CITY OF' OCOEE THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN ALL COMMON "O'4NERS ASSOCIATION OR 071ii(ER DESIGNATED MANNTENANCE ENTITIES AS MAY BE ACCEPTABLE TO THE C, I -iy. AREAS SHOULD THE PROPERTY OWNERS ASSOCIATION FAIL TO DO SO AFTER NOTICE FROM THE CITY. TO co -HE LAND BURDENED BY SUCH EASEMENTS BHA'" BE OWNED BY THE IND0ADUAL LOT OWNERS. THE EXTENT THAT THE CITY OF OCOEE UNDERTAKES SUCH ACTION, THE CITY SHALL BE ENTITLED TO I A PERPETUAL, NON -EX"'! ��J`SiNrr_ ACCESS EASEMEI�47 OVER ALL INTERNAL ROADWAYS AND OTHER PAVED REIMBURSEMENT FROM THE PROPERTY OWNERS ASSOCIATION AND SHALL BE ENTITLED TO REQUIRE THE AREAS IS HEREBY GRAINTED IN FAVOR OF THE C17, OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR PROPERTY OWNERS ASSOCIATION TO LEVY ASSESSMENTS FOR THE PURPOSE OF PAYING SUCH 7 (AY REQUIRE THAT THE OWNER �.`_AW ENFORCEMENT, FIRE AMD OTHER EMERGENCY SERVICES. THE Cl � V C12 28, EXECUTE AN EASEMEIN7 IN RECORDABLE FORM W1 RESPECT TO THE F01HRIEGOING, c� 12. ACCESS RIGHTS 70 k- PUBLIC ROADS, EXCEPT AT APPROVED LOCA71ONS SHOWN ON THE PLAN, THE ARTICLES OF 44CORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE 0 cm c� 53HALL BE DEDICATED To ORANGE COUNTY AT THE TIME OF PLATTING, FOREGOING PROVISIONS, 4-1 C,:) 13. EAACH LOT WILL BE OWNED INDIVIDUALLY AND EACH OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND, MAINTENANCE OF 7H `E LOT OWNED. A PROPERTY OWNERS ASSOCIATION WILL BE CREATED AND WILL 22. THERE SHALL BE NO ACCESS FROM THE PROJECT TO, ANY PUBLIC ROADS EXCEPT AT THE APPROVED OWN, OPERATE AND M. INTAIN TRACTS A, 8, & C, LOCATIONS SHOWN ON THE PLAN, 14. EXISTING TREES 8" DSH OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG 23. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF 1 ACRE IN SIZE. PROPOSED LOCATIONS 10F BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL 24. ALL LOT USES SHALL CONFORM TO THE ARCHITECTURAL STYLES AND LANDSCAPING DESIGN ESTABLISHED POSSIBLE. THE BUFFER WALLS AND ROADS WILL BE ICIESIGNED AROUND THOSE TREES TO INCORPORATE FOR THE DEVELOPMENI' OF LOT 1 PURSUANT TO THE SMALL SCALE SITE PLAN FOR WALGREENS AHEM INTO REQUIRED I-ANDSCAPE BUFFERS AND AS STRIEET TREES, 'TREES APPROVED CONTEMPORANEOUSLY HEREWITH, 15. THE E'x;STING GRADES ON INDIVIDUAL LOTS CONTAN"ING PRO,-EC70 WILL� BE MA111,NTAINED AS MUCH 25� THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED lco 7 D _;7S AS POSSIBLE TO PRESERVE EXISTING PROTECTED 'FREES. F R, LOTS 'CON'TAININC, PR07EC"'E� TR,,C,- TREES AS MUCH AS POSSIBLE. J:� THEREE INILL BE NO GRACNING OR OTHER CONSTRL'CTION ON INNiNIDUALi � S, EXCEPT AS SPEICIFIlliEl �N THE 26. THE FINISHED FLOOR ELEVATION OF ALL LOTS WiLL BE A MINIMUM OF 2' ABOVE THE 100 YEAR FLOOD c, FINAL SUBDIVISION PLAN, iu"NTIL BUILDING PER%PTS ARE ISSUED FOR THOSE I TS, ELEVATION. 16. ALL UTIJTIES TO BE PLACED WITHIN THEE 1110,' , LITY EASEMENT ALONG THE FRONT OF EA:CH LOT WILL BE 27. ALL SUBDIVISION �MPRON'EMENTS SHALL BE INSTALLED DURING PHASE 1. n PLAC,1-0- AROUND EXISTiNN"', PROTECTED TREES TO BE PRESERVED. 28. I'D EACH PHASE SHALL STAV ON ITS OWN, ALONG WITH ANY PRIOR COMPLETED PHASE, WITH RESPECT TO 17. IN O�DER TO ENSURE THA7 AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD PUBLIC SERkA,-,ES "SEWER, WATER, STORM WATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES), A C12 RIGHTS-01F-WAY AND RETENTION ARE;,,S WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER E HOWEVER, N;:iTHER PHASE 2 NOR 3 MAY BE CONSTRUCTED PRIOR TO PHASE 1 PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING 29. THE DEVELOPER IS TO PROTECT AND PREVEN7 ANY D�STURBAJNCE, SILTATION, OR OTHER CONSTRUCTION CONFRUCTION UNTIL A, TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION WITWN THE WETLAND AREAS INSIDE THE 1 00-YEAR FLOOD ELEVATION. THOSE AREAS ARE TO BE ROPED A BARRIERS, oFF DURING CONSTRUC 710N AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE 15. REMO, OF EXISTING PROTECTED TREES WILL BE 'LIMITED TO CLEARING ROAD RIGHT OF WAY AND IN THOSE' AREAS DURING, CONSTRUCTION. RETENTION AREAS AS DE7-AILED IN THE FINAL SUBID�VISION PLAN. ALL EXISTING PROTECTED PROTECTED 30. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, DECLARATIONS OF COVENANTS, EASEMENTS TREES ON INDIVIDUk- LOTS WILL SlE EVALUATED Al- THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO AND RESTRICTIONS, AR7,,,CLES OF INCORPORATION OF THE PROPERTY OWNERS' ASSOCIATION, AN[) OR NOT EACIH TREE NEEDS TO BE REMOVED. EDS TO TH7 ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO DETERMINE WHETHi"ER, WARRAN TY 0, � - 19. THE O'EVELOPER S�-,,ALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT PLATTING ALL. OR A PORTION OF THE PROPERTY. ALL RIGHTS -OF -WAY INTERSEC71'ONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO 31. NO PERSON SHALL UN)ERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER FIRST OBTAINING A PERViT FROM THE BUILDING DEPARTMENT, THE REMOVAL OF PROTECTED TREES PERtONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE SHALL BE MINIMIZED TO THE MAXIMUM EXTEN7 POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO CONSrRUCTED AT THE 71ME OF DEVELOPMENT OF THE- LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON REMOVE A TREE IF THE DEVELOPER HAS FAILED TO 'TAKE REASONABLE MEASURES TO PRESERVE THE CORNR LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB ANo THE TREES ON SITE. APPR(PRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE 32. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME CONSTIUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. OF PLATTING, 20. INTENTriNALLY DELETED. 33. A PROPERTY OWNERS' ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 34. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAJNEO BY THE PROPERTY OWNERS' ASSOCIATION SHALL PROPERTY OWNERS' ASSOCLAPON BY WARRANTY DEED AT THE TIME OF PLATTING. n7is BE CONVEYED TO TH� 0I�A' LOTS SHALL BE PRO�ADED IN ACCORDANCE WITH THE CITY OF OCOEE LAND 35. PARKING FOR IND0,11, 0�_ DEVELOPMENT CODE. 36. ALL COMMON AREA iMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS 'ELL AS LANDSCAPING AROUND THE RETENTION POND TRA mo ALONG ALL ROADS, AS W CTS AND THE UFT 'ALL BE COMPLETED PR�OR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR STATION TRACT SH 0 THOSE CORRESPONDING PHASES. ry 37. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER, PRIOR TO ISSUANCE OF A CERTIFICATE OF COMPLETION, AT THE DEVELOPER'S EXPENSE AND THE COST OF 0 THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. < ECTION 4-4(G)(7) OF THE OCOEE LAND DEVELOPMENT CODE, ALL SUBDIVISION SIGNAGE 35� PURSUANT T") SE Li- bi MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT 0 ui CHANGE TO THE NAME OF" THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION, 39� TRACT C, LfFr STATION, SHALL BE FENCED WITH A BLACK, VINYL CHAIN LINK FENCE WITH POSTS AND w 0 RAILS PAINTEO BLACK. SUCH LIFT STATION SHALL ALSO BE SCREENED WITH A HEDGE -TYPE SHRUBBERY SUCH AS �1� .1 NUM OR LIGUSTRUM, F4 40. EACH CITY O� OCOEE RRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE 10ARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH N.- HYDRANT. EACH ORANGE COUNTY FIRE HYDRANT SHALL REMAIN SILVER. 41. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACTS B (RETENTION PONDS), WILL BE OWNED, OPERATED AND MAINTAINED BY I -HE PROPERTY OWNERS, ASSOCIATION. 42. ALL STORMWAJER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND, 43. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REGULATED BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ("SJRWMD') AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ("IDEP"), GENERAL OR INDIVIDUAL PERMITS ARE REQUIRED FROM THESE AGENCIES PRIOR TO COMMENCEMEENT OF CONSTRUCTION. 44. ANY WETLAND MITIGATION WHICH OTHERWISE MAY HAVE BEEN REQUIRED BY THE CITY OF OCOEE RELATIVE TO THAT PORTION OF THE PROPERTY FORMERLY KNOW AS LOT 7 OF THE FOUNTAINS WEST PUD HAS ALREADY BEEN MITIGATED PURSUANT TO CONDITION OF APPROVAL #52 OF THE DEVELOPMENT AGREEMENT ? FOR FOUNTAINS WEST DATED DECEMBER 22, 2006 AND RECORDED IN OFFICIAL RECORDS BOOK 9054, PAGE 792 OF' THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. THIS MITIGATION SATISFIES ONLY THOSE WEILAND MITIGATION REQUIREMENTS OF THE CITY OF OCOEE AND DOES NOT REFLECT SATISFACTION OF' ANY WETLAND MITIGATION REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT , , � t Jl DISTRICT OR OTHER AGENCY, AS MAY BE REQUIRED. PE SHEET: 2 OF: 18 LEGEND. MINIMUM WA TER MI WNWA FORCE MN APPENDIX A STANDARD DRAWINGS GENERAL EXISTING PALM TREE CONSTRUCTION N01ES GENERAL C F N&?M/ DATE: April 15,2007 GENERAL NOTES FIGURE A122-1 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED 1. MINIMUM VERTICAL AND HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND EXISTING OAK TREE ON THE PLANS. SANITARY SEWER MAINS TO COMPLY WITH RULES 62-604.400(2)(g)-(i), FA.C., 2, ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT TO INFORMATION 62-555.314 F.A.C. AND 62-604.400 (3), F.A.C., AS NOTED BELOW. GENERAL NOTES: U k EXISTING CAMPHOR TREE SHOWN ON THESE PLANS AS APPROVED BY CITY OF OCOEE., 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE 3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, FEDERAL, AND A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, 1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANSARE NOT EXACT OR L 44'29 55 PROPOSED CURVE DATA BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY PROPOSED GRAVITY -OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR GUARANTEED, CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY R = 75.00' - DELTA THE OWNER. IT' WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, LOCATIONS. L = 58.25'-----ARC RADIUS LENGTH THAT ALL. REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF Z THE UTILITIES DISPATCH OPERATOR (407-836-2777) SHALL BE NOTIFIED BY THE ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. CONTRACTOR FOR PIPE EMERGENCIE.S, PROPOSED STORM PIPE NECESSARILY LIMITED TO) ARE: NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR 3. UTILITIES ENGINEERING AND CONSTRUCTION DIVISION: 407-254-9900. EXISTING WATER MAIN - WATER MANAGEMENT DISTRICT STORM WATER PROPOSED GRAVITY -OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE - FDEP WATER DISTRIBUTION OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, 4. ALL EXISTING WATER, FORCE, GRAVITY AND RECLAIMED WATER MAINS AND OTHER - FIDEP SANITARY SEWER COLLECTION AND TRANSMISSION ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. FACILITIES WITHIN THE LIMITS OF THE PROJEcr SHALL BE SUPPORTED AND PROPOSED WATER MAIN (WM) - FDEP-NPDES STORMWATER POLLUTION PREVENTION PLAN HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. - LOCAL CONSTRUCTION PLAN APPROVAL 3. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAN 5. CONTRACTOR SHALL ADJUSTVALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, EXISTING FORCE MAIN - LOCAL RIGHT OF WAY USE PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MANHOLE COVERS, ETC IN CONFLICT WITH ROADWAY. - LOCAL UNDERGROUND UTILITIES MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, PROPOSED FORCE MAIN (FM) - ORANGE COUNTY DRIVEWAY AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN 6. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL - ORANGE COUNTY DRAINAGE JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY DAMAGESTO UTILI"T'IES'MAINIS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY UTILITIES, UTILITIES MAY PERFORM REQIJIF�E,D PROPOSED LOT LINE - ORANGE COUNTY UTILITIES SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES PROPOSED SETBACK LINE 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- ASSOCIATED WITH THE REPAIR. GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES PROPERTY LINE (P/L) THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES CONVEYING RELAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F,kC� 7. UTILITIES CONSTRUCTION DIVISION SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN PRIOR TO ANY CON, DN ACTIVIT YVIATHIN PROXIMITY OF ANY UTILITIES. STRUCTIC RIGHT OF WAY (ROW) UNE ON THESE PLANS. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT 8, ONLY UTILITIES SHALL OPERATE WATER, WASTEWATER, AND RECLAIMED WATER EASEMENT LINE SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS VALVES, COORDINATE VALVE OPERATION WITH APPROPRIATE UTILITIES INSPECTOR. UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS PROPOSED CONTOUR LINE OF THESE UTILITIES WITH THE OWNER OF THE UTILITY PER SSOCOF AND F.S. 556, 9. THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY DOWN CONTROL WITH A UTILITIES INSPECTOR, THE CONTRACTOR SHALL PROVIDE FOR - ----- EXISTING CONTOUR LINE OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING BYPASSING, AND/OR HAULING OF WASTEWATER DURING THE INTERRUPTlC1N OF FLOWS UTILITIES STRUCTURES (DR PROPERTY. THE CONTRACTOR SHALL BARE THE AND CONNECTIONS WITH EXISTING WASTEWATER SYSTEMS. EXISTING 5' CONTOUR UNE ENTIRE COSTS OF REPAIR AND/OR REPLACEMENT OF SAID DAMAGES. 10. ALLNEWVALVES BEING INSTALLED SHALL REMAIN CLOSED DURING CONSTRL'cTV-.*A. 6. THE CONTRACTOR SHALL PROVIDE COMPLETE "AS-BUILTS" INFORMATION TO KEEP VALVES ON ALL WETTAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT PROPOSED LIFT STATION (LS) THE ENGINEER RELATIVE TO THE LOCATION TO ALL WATER LINES, WATER CONSTRUCTION NOTES DMWF.- ANY PROPOSED WATER MAIN TO ANY EXISTING WATER MAIN UNLESS CLEARE10 B'Y SERVICES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, FDEP AND UTILITIES. PROPOSED SANITARY SERVICE INVERTS OF STRUCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES AND 1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE 'ARY CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE "AS -BUILT" RECORDS WITH ST. JOHNS RIVER WATER MANAGEMENT, PERMIT ISSUED FOR THIS PROJECT. PROPOSED SANII MANHOLE SHALL BE KEPIT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES 2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TWO (2) SETS OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE CITY AND COUNTY. F.D.O.T. STANDARD SPECiFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, PROPOSED FIRE HYDRANT 7. ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE LATEST EDITION. APPROVED SITE PLAN AND VERIFIED BY THE CONTRACTOR'S SURVEY. 3. THE FOLLOWING F.D.O.T. CONSTRUCTION DETAJLS ARE HEREBY INCORPORATED PROPOSED GATE VALVE 8. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY AS THESE PLANS BY REFERENCE: ------ PROPOSED SINGLE WATER SERVICE NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION. INDEX NO. DESCRIPTION 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24 102 SILT FENCES PROPOSED DOUBLE WATER SERVICE HOURS IN ADVANCE PRIOR TO ANY TESTING AS INDICATED IN ITEM No. 8 103 TURE30ITY BARRIERS ABOVE, 104 EROSION CONTROL V PROPOSED FDOT P-2/P-4 INLET 10, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF 200 STRUCTURE BOTTOMS - TYPE J AND P THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD 210 CURB INLET TOPS -TYPES 1,2.3 & 4 232 DITCH BOTTOM INLETS -TYPE C" AND E" Ir PROPOSED FDOT P-1/P-3 INLET REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, 272 CROSS DRAIN MITERED END SECTION 'TELEPHONE, GAS AND CABLE TV COMPANIES, THE CONTRACTOR SHALL 300 CURB & CURB AND GUTTER PROPOSED MITERED END SECTION (MES) COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO 301 TURN LANES SUBBASE PREPARATION. 310 CONCRETE SIDEWALK PROPOSED STORM MANHOLE 11. FLORIDA LAW (533,851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN 500 EXCAVATION EMBANKMENT AND GRADING PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHT-OF-WAY OR UTILITY EASEMENTS 600 TRAFFIC CONTROL THROUGH WORK ZONES PROPOSED SIDEWALK WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAiN INFORMATION 4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER - ON THE THE LOCATION OF UNDERGROUND GAS PIPE UNES, THE CONTRACTOR UNES OF DRAINAGE STRUCTURES AND FROM INVERTS OF HEADWALLS AND SHALIL NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOUR AND A %g014UM OF MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS 5 DAYS PRf, R TO E7XCAVA71,,0N PER SSOCOF AND F.S. 556� WHEN BIDDING MITERED END SECTIONS. 12 4 H6 - BE ,,,:,,,,PEN TO AIND SUBJECT TO INPEC', 4,LL W04RK SHAL' Z� kTiON BY 5� ALL STORM WATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PERSCINNEL OF `7,)-,,I,17_ "!,71,71, ."OUN71", Swr:_*� OWt"ER, AND ENGINEER. PIPE (ASTM C-76, CLASS 111). APPENDIX A STANDARD DRAWINGS GENERAL 3, 'NY w ,C A- 5� "BS-ANTI FROM THIS PLAN F HAING�': A6,1`C :V,, Lk� DEVIA 6. ALL STORMWATER PIPE JOINTS WILL BE WRAPPED WiTH FILTER FABRIC. GENERAL NOTES S)H'ALL �:E E,,Y 7,-,,E ^7� A-Nau THE ENGtNEER PRIOR '710 THE CHANGE 7� All STORMWATER GRATES TO CONTAIN CHAINS & LOCKS AND BE CHAINED TO AN 57EINS' %,80DEE :N 7) C� : � EYE-SOLT EMBEDED INTO THE DRAINAGE STRUCTURE. N"O-�'_;: 3, 14, 7R, OTI LiPON N,07iCE F R, Tri CONTRACTOR THAT THE 'j" ICHN IS COMPLETE Om E AND READY FOR ACCEPTANCE, THE ENGINEER, SHALL MAKE FINAL, INSPECTION 11, T-i:- LITIL7V IMPROVEMEN7S AND ADjUS71%4ENTS SHOWN ON THESE PLA'NS ARE AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPLETE AIND/OR INTENDED TO MA�NTAfN THE �NTEGRlTY OF THE ORANGE COUNTY WATEP,, WASTEWATER AND RECLAIMED WATER SYSTEMS. ALL MATERIALS AND DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITE'klfs TO THE CONSTRUC-JION SHALL BE IN ACCORDANCE WITH THE MANUAL THE PL4N�� ':)IT' - ��T SATISFACTION 7 E ENI-GiN---t-ER AN'D OWNER, ALL REGULATORY AND INCLUDE WORK PERFORMED ON OR FOR UTILITY SYSTFJ�iS 0WIED BY OT k- AGENCIES 04MCH RREv`1;ifFE NA1 'NSPEC"'I70INS SHALL HAVE BEEN CONTACTED UNLESS STATED OTHERWISE ON THE PLANS. BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR 12. ALL EXISTING AND NEW ORANGE COUNTY UTILITIES VALVES, VALIVE BOXES, AND TO ACCEPTANCE BY THE OWNER. MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SH"YAN 01N 15� THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, THE DRAWINGS, ALL EXISTING ABOVE GROUND VALVES 70 BE RELOCATED, A�, MUD AND EROSION DURING CONSTRUCTION AND SHALL PROTECT ALL ADJACENT AS -BUILT INFORMATION: REQUIRED. PROPERTIES AND RIGHTS -OF -WAY FROM DAMAGE 13Y EROSION, SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 13. MAKE TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE: FLUSH OU"T NEW WATER MAIN WITH POTABLE WATER (USE"JUMPER"ASSEMBLY'mTH 16, THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID AS-BUiLT INFORMATION SACKFLOW PREVENTER TO MAKE TEMPORARY CONNECTIONS TO AN EXISTING WATER DISTURBING ANY EXISTING SURVEY MONUMENTS. ANY MONUMENT DISTURBED AS-BU�LT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: SOURCE). BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE B) THE PROJECT SURVEYOR. A) SANITARY SEWER 17� ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN 1. TOP ELEVATION OF EACP MANHOLE FRAME AND COVER. SUBSTANTIAL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY CCONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO 2. INVERT OF EACH LINE EiTERING AND LEAVING EACH THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES. MINOR ADJUST- MAN HOLE/STRU CTU RE/CI.EANOUT. MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND 3. LENGTH OF EACH RUN 01` MAIN BETWEEN MANHOLES (CENTER TO CENTER). DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE 4. ACTUAL GRADE OF PIPE EETWEEN MANHOLES. ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET, 5� LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT 18. ALL LOCAL, AND STATE AND FEDERAL ORDINANCES, POLICIES AND OR OTHER LINE AND DISTANCE FROM THE MAIN LINE REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, SIGNALS, SlGNAGE, 6. LOCATE WITH MEASUREMEWS FROM PERMANENT VISIBLE OBJECTS AILL E ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SAFE AND FITTING/ACCESSORIES NOT VISIBLE FROM THE SURFACE NINIMUM TWO POINT CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT TIES)� SHALL BE MAINTAINED BY THE CONTRACTOR, 19. SSOCOF - CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO N0FY 8) STORM DRAINAGE SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY 1� TOP ELEVAT�ON OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S� 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF WIO FULL ALL OTHER STRUCTURES (WADWALLS, CONTROL STRUCTURES, ETC,). BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432--4770 2. INVERT ELEVATION OF EACH U ENTERING AND LEAVING EACH STRUCTURE, OURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INCLUDING UNDERDRAIN PIPES. INFORMATION. 1 INVERTS OF ALL MITERED END SECTIONS. 20, 1 aENCH S -TY - CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. STANDARDS 29 C.F,R,,S, 926.650, SUBPART P, AND ALL SUBSEQUENT R N-SIONS 5. INVERT ELEVATION AND TWO HDRIZONTAL *TIES FROM PERMANENT VISIBLE OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY OBJECTS TO ALL STORM STUEOUTS. AND WITH SECTION 553.62, FLORIDA STATUTES. 6. ALL STORMWATER MANAGEMENT AREAS SHALL BE DETAILED WITH CROSS 21� C)RANGE COUNTY APPROVED UTILITY PLANS WILL BE REQUIRED TO BE SUBMITTED SECTIONS AND/OR CONTOURS PROVIDING FINISH GRADE ELEVATIONS, -E FINAL PLAN APPROVAL CAN BE ISSUED. TO THE CITY OF OCOEE BEFORE OCOE C) WATER AND REUSE SYSTEM AIND FOR(:� MAINS 1 . ACTUAL LENGTHS OF PIRE BErWEt-,Iq BRANCHES AND VALVES IN THE RUN, 'UR 2 LOCATE WITH MEAS , EMENTS FKV PERMANENT VISIBLE OBJECTS AILL FITTINGS/ACCESSORLEES NOT VISEnLE FROM THE SURFACE (MINIMUM TWO POINT TIES) 3. LIST THE DEPTHS OF THE LINES A7 ALL VALVES, FITTINGS AND FIRE HYDRANTS. UTIL" SPECIFICA71ONS, 4. PER FDEP REQUIREMEN , DEPICT POTABLE WATER LINE CROSSING AND PROVIDE ACTUAL SEPRARRA711 N DISTANCES. 0 1, ALL WATER, SEWER AND FORCE MAIN PIPE WILL MEET ORANGE COUNTY 5� SAMPLE POINT LOCAT, NNS, iN ACCCROANCE WITH THE FIDEP PERMIT. LITILITY SPECIFICATIONS. 2. ALL REUSE WATER PIPES WILL MEET CITY OF OCOEE UTILITY 0 D NOTE: AN AS -BUILT COORC�,,!�,477_ ASSET TAB�E WILL BE PART OF THE REC R SPECIFICATIONS. E DRAWINGS SUBMITTAL AND W111 � BE N ACCOr CE TO OCU MANUAL OF STANDARDS AMD SPECIFICATIONS, CHAP-77E; 11, SECITION 30, 11, PART 3. CD CD U-J 41 0 CN In V) m U) 00 0 U CD C" (If ,< C:> 0 2 m w U- E 0 z V) V) In m :2 2 101gro. m i-2— V3 Ld Ld 000 u 000 m W cl- C) LJ Ln �jl m cr L'i LLj C-) cr_ LAJ EL 0 LLJ V) �j cr cr cpn Lij LLJ (-) m W CI_ 0 Uj 0 �jl m C) 0 C) 0 C,4 C,4 c'sl 00 C) cn r- -0 C) C12 22 CO CD z zo C12 C', I-T, -4-4 Ak c\2 % a SHEEI': 3 OF: 18 ! � B lJ Gz k, / se os +vof-. 47aryre;1h olq 7 0 2 1I" !/ ORLANDO ` RAW 44AP AN® eCp , 7iil ` ` XS R't -S, AU B® 7tj0 2 6ol Rl>1' �i q o / K E' / LA N o° oNGY QI » ". •� " 4/ / 0), ! bur/edtelephone as marked — !! 0 Olt e s povemet uU� ®�1 0 a 43 06 99 `' r� `- E �S.R/W 0 ` 252 74° '°q�"� PARCEL "B" R�D16S CE/l ~ 2033 S0. , LOT 7, FOUNTAINS NEST D�LT,4, z:o 106.171 1 1� PLAT BOOK 72 PAGE 111 q2 +' : SO ditch DRAINAGE_EA MEN ditch j�00too, �(c `�/ 23.50'� 99 _ _-- t� ?P ®r ,1 // 86.38 32 W ----- ER WEST R° o tcHT - c R / S — ---- FORM ERAIL SHEET 2 / ®f 9 99 SEE D _ _ ----/- ---- ! / - _ N 28 17 59 E 8.53 WALGREENS PARCEL riser un 4 ® f J telephone ®ssible k •s 8 P r n oan a. Jan _ tern. _ ^� utilities r ditch 10"chinese tallow 10chinese tallow 38"ear pod tree (cyclocarpu) WETLANDS DETERMINED BY OTHERS .65 ACRES MORE OR LESS PARCEL "A" 1' 16"ask 6"pane- 16"pine 18"pine 12 ®k 18"pine f8"p#ne r 14"pin 10"pin " 20"pine ll ...ti�- . ... � �� /0 ✓ 18„pin 12 p 12"oak II 20 Ina 8"isay 14"1&" pine If 0 ORANGE- GROVE >f� � 1 O"oak 1 Q t I / 2 ' My 8 bay if VACANT, NO BUILDINGS 5 q >"¢ 1"ba 8"oak t 11 �g Irrigation and drainage h�' " „ I 9 9 Q *pine r� I 24 oak " W p 12 located J i es have not .been lacnil _pp ` 18" oak / 18 ine 6*oak including observed PVC buried s 9 p 16 oak p li • t 10 oak ' r c� surface drainage of groveto Wsti d" 9 9 20" ins ,:'"t �/ „/ } 20"pine . it / `: �� , I) y ,a,t" 26"ook II 0 pine oak II 3l< n 28"pine ({ a found 5J8"ir b r � ahn I + 19 W with 02 r calkS 86.18 -C , 4 s. M 22875 , 20"pine *� F` WAY LINE co .6�0 LIMITED ACCESS RIGF C00 4 " CO * I d 5 5"• `I j0 04 (IV Q 024" 04 CV Q / " cis Comet ®�� CO found 5/8"iron"bar With cap "LB 024" NOT INCLaIOED v 0.3 4 0.4'E � 'N � EA STORM%fA1IER POND � pond not liected Ilu ul "LES$" PARCEL Iva LIMI7ED ACCESS R . T OF WAY L_ ®+ found 5J8"iron bar O.R.B. 5452, PkGE 2625 With cop 024" ( ) a fi1 0.4'E 0.33'' N g S p 14rZAND O SAS 4 �3'4� 9° 7. �7 gCR�S �Rn�INE �Y � 1,3 I - / 23 • 5 47• . I� 0�°F ¢e� �� °RE °R T ERs w ' SS j in C) 11 19/{found 5/8'iran bar rr with cap *LB 024" 0.4'E ak 0.3'N N � to wall% ��/�1L �yt j7 Y °k,9Soa s� �` r , °' ®�/ Q j 450 Coy# .r� �� cyl found 5/8"Iron bard .0 ,, # C+! /�/ t y�. 7 with cap LB 024 M / oepha Ca // AGi s7 ® 7 l5`a 0.4'E & 0.3'N 6`stBa v€k f®ncr I N porlrl OWN W c'�g C� F %l Irag in some ploces) o ng ER 9+ 1'4-- outside pr y line ® 0 ° t 41i1LikARE� °se j rs P `3 • S 82'49' S16, W �3'� 0) v M pr®n .Sll ®8 S R/Gh i l S rN(CUpCRIP�® OPER , rS 3s; C� T� f 3. /� * • 6 f 5 /8"iron bar a) a pn a of EQ TO N (4 < r 1t "LB oz4" 0 att dr%veWay ® W® �AAPS djE7CT gREq N p TERAgr 41 MEANDER LiN SET T ® 5 ' 0,4E Ct. 'N 000 l c - PRO °PERTY R Ofi S BY Tlil$ CORNERS NOT �� }� I ® a 76 °3 9 ". NA"OC E. PRE TA7ENS SURvry �-� l I E THIS Ll 3 0,,, ` R°ADwous Su 8RANCIf SUq l 6' c0'j • found 5/8"iron bar ®v o R r Witt ea LB 024" �, ExPREs E syc °hoot Aft sT I'EY ey M°wvER PARCEL Q �r p ° AND SWAY W AS " Parkin -- A1E RO OTHERS N/ d5 / �' „ 0,4"E 8c 0.3'N °RANGE Aury®RIr�R°PERTY g /°f - A° 42.9 gNa N S • 19 40 I r� C®UN?Y � T °F' WAY OR � 4g, 8S4 IDS- S $145.23+ o WAY 41AP APS �-°R ° - ®R 23 2. SS 9 °coEE CITY LIMITS— pAGE 2S IOINAL WEST ROAD Rll(lHT OF WAY NO VACATE DOCUMENTS PROVIDED a a. a " r r 'a�• 37A � '�°R CLA R ®4OUN/y ` gY ORB n®er of S{otei� B onCl I PINT OF PARCEL BYNG ORB 5452, PAGE 2625 OC®EE A® described as ORB 4506, Poke I "LESS" PARCEL BY ORB 6949, PAGE 759 Can by k LEGEND / DENOTES SANITARY SEWER MANHOLE DENOTES STORM MANHOLE DENOTES STORM INLET WITH GRATE DENOTES HANDICAP PARKING SPACE MARKED WITH SIGNS & STRIPES DENOTES MITERED CONCRETE END SECTION DENOTES BACKFLOW PREVENTION VALVE WM DENOTES WATER METER CO DENOTES CLEAN OUT COVER IRR DENOTES IRRIGATION WATER VALVE WV DENOTES WATER VALVE �Y® DENOTES FIRE HYDRANT —�— DENOTES TRAFFIC / INFORMATION SIGN PC DENOTES POINT OF CURVATURE PT DENOTES POINT OF TANGENCY -- -� a ; - concrete ` p+1 J++ SVVIANED l', S 86"IS'40" W �J®� + 6®�8 \ N O"4ERS1`0P �. � 47.68'(c ,r N �5 g1 N86'18'40"E (R) ta S6 G1i\ SEE$ NI Ns6"47.68'(cj DENOTES ENTRY SIGN one story®) - metal building " a I few �' 47 67'(D) PVC DENOTES POLYVINYLCHLORIDE PIPE RCP DENOTES REINFORCED CONCRETE PIPE ERCP DENOTES ELLIPTICAL REINFORCED CONCRETE PIPE HDPE DENOTES HIGH DENSITY POLYETHYLENE PIPE cone DENOTES CONCRETE PAVEMENT DENOTES 6" CONCRETE CURB DENOTES CONCRETE CURB & GUTTER DENOTES CONCRETE LIGHT STANDARD DENOTES LIGHT STANDARD ON CONCRETE BASE c DENOTES ELECTRIC JUNCTION BOX ORB DENOTES OFFICIAL RECORDS BOOK DENOTES WOOD UTILITY POLE DENOTES SET 5/8"IRON BAR WITH CAP "LS4340" EXCEPT WHERE NOTED OTHERWISE d0° "g0' us 6o N p mac' ®p 00 00 ?•,:� I 457PAGE-r 5�"y �RP „ W DETAIL OF "LESS" PARCEL '[3.� 1�0 �2 Li 0 AL BY ORB 6949, PAGE 759 c r plD oR�� Rice dW 8 v 0 N "tcc ,"t Ill 00 0 o POINT OF COMMENCEMENT rz N "LESS" PARCEL BY ORB 5452, PAGE 2625 SE CORNER OF THE SW 1/4 roTalp Rol ]VOL LEGAL DESCRIPTION - AS PROVIDED IN PART BY TITLE COMMITMENT REFERENCED HEREON. PARCEL "A": (SOUTH APOPKA CITRUS COMPANY, A FLORIDA CORPORATION) THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING NORTHERLY OF THE WEST ORANGE TRAIL AND NORTHERLY OF STATEN BRANCH, EASTERLY OF OCOEE APOPKA ROAD AND SOUTHERLY OF HALL ROAD. LESS AND EXCEPT THE LAND CONVEYED TO ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY IN OFFICIAL RECORDS BOOK 5452, PAGE 2625, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA DESCRIBED AS FOLLOWS: A PORTION OF THE SOUTHWEST 1/4 OF THE SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE SECTION 6• THENCE RUN NORTH 00 48 40" EAST, ALONG THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SECTION 6, A DISTANCE OF 2,030.68 FEET FOR A POINT OF BEGINNING; THENCE DEPARTING SAID EAST LINE OF THE SOUTHWEST''/4 OF THE SECTION 6, RUN SOUTH 86 '18' 40" WEST 47.67 FEET; THENCE RUN NORTH 20o 23v 15" WEST A DISTANCE OF 87.33 FEET; THENCE RUN NORTH 60° 04 40" WEST, 72.63 FEET; THENCE RUN NORTH 58 °38'25" WEST, 65.83 FEET; THENCE RUN NORTH 41 °23'15"WEST, 42.15 FEET; THEN RUN NORTH 04°22'21" WEST, 70.63 FEET; THENCE RUN NORTH 20 °52'40" WEST, 47.14 FEET; THENCE RUN NORTH 21 °31'35" EAST, 68.18 FEET; THENCE RUN NORTH 86 ° 18'40" EAST, A DISTANCE OF 228.75 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED EAST LINE OF THE SOUTHWEST 1/4 OF THE SECTION 6; THENCE RUN SOO °48'40"W ALONG SAID EAST LINE OF THE SOUTHWEST 1/4 OF SECTION 6 A DISTANCE OF 373.26 FEET TO THE POINT OF BEGINNING. ALSO LESS AND EXCEPT THE LAND CONVEYED TO ORANGE COUNTY, FLORIDA, DEED RECORDED IN OFFICIAL RECORDS BOOK 6949, PAGE 759, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: A PORTION OF THE SOUTHWEST 1/4 OF THE SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 6• THENCE R SOUTH °5 ' " U UN U H 00 1 56 WEST, A DISTANCE OF 731.57 FEET, ALONG THE WEST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 6 TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 00 °5 P56" WEST, 26.51 FEET TO THE NORTHERLY EXISTING RIGHT OF WAY LINE OF THE WEST ORANGE TRAIL AS DESCRIBED IN OFFICIAL RECORDS BOOK 4814, PAGE 3829; THENCE SOUTH 73 ° 32'29" WEST, A DISTANCE OF 35.81 FEET; THENCE RUN NORTH 20 °53'28" WEST, A DISTANCE OF 36.00 FEET; THENCE RUN NORTH 86°21'55" EAST, A, DISTANCE OF 47.68 FEET TO THE POINT OF BEGINNING. PARCEL "B": (OCOE, LLC, A FLORIDA LIMITED LIABILITY COMPANY) LOT 7, FOUNTAINS WEST, AS RECORDED IN PLAT BOOK 72, PAGES I I I THROUGH 116, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. ROAD PARCEL "1-A" (SOUTH APOPKA CITRUS FRUIT COMPANY, A FLORIDA CORPORATION) THE SOUTH 1/2 OF WEST ROAD, AS VACATED BY RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 10095, PAGE 9018, BEING A PORTION OF WEST ROAD AS DESCRIBED IN DEED BOOK 750, PAGE 36, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. LYING IN THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED U I ULARLY DES RI AS FOLLOWS: A PORTION OF WEST ROAD AS DESCRIBED IN DEED BOOK 750, PAGE 36 AND DEED BOOK 736, PAGE 273; BOTH OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, LYING IN THE NORTHWEST 1/4 AND THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE CENTER OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, AND RUN S00°48'40"W 40.52 FEET TO THE SOUTH LINE OF THAT CERTAIN PARCEL "RIGHT OF WAY'B"' DESCRIBED LN OFFICIAL RECORDS BOOK 5452, PAGE 2625, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, ALSO KNOWN AS THE SOUTH RIGHT OF WAY LINE OF WEST ROAD AS SHOWN ON THE ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP SECTION 7532-6460-602/603; THENCE RUN WESTERLY ALONG SAID SOUTH LINE THE FOLLOWING TWO COURSES: S80'I4'05"W 235.13 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 766A 9 FEET AND A CENTRAL ANGLE OF 20 05611"; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURNT 279,97 FEET 3O A NORTHERLY PROJECTION OF THE EASTERLY RIGHT OF WAY LINE OF OCOEE-APOPKA ROAD AS SHOi "N ON S ID 0R"_4' 1NJ' ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP; THENCE RUN N28 ° 17'59'E ALONG SAI-71 N L _ ? "_`N A L TANCE OF 55.13 FEET TO THE EAST / WEST CENTER SECTION LINE OF SAID SECTION � TIE CE RILN ALONG SAM CENTER SECTION LINE A DISTANCE OF 485.38 FEET TO THE' L' T OF BEGIE N G, ROAD PARCEL "I-B" (OCOE, LLC, A FLORIDA LIN11TED LIABILITY COMPPA`� `.I THE NORTH 1/2 OF WEST ROAD AS VACATED BY RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 10095, PAGE 9018, BEING A PORTION OF WEST ROAD AS DESCRIIi FD IN DEED BOOK 736, PAGE 273, PUBLIC RECORD.S OF ORANGE COUNTY, FLORIDA, LYING IN THE NORTHWEST 1/4 r,:)F SECTION 6; TOWNSHIP 22 SOUTH, RANGE 29 EAST„ ORANGE COUNTY, FLORIDA. SAID PARCEL BEING MORE PAP TICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE CENTER OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA„ AND RUN S86°38'32"W ALONG THE EAST / WEST CENTER SECTION LINE SAID SECTION 6 A DISTANCE OF 508.88 FEET TO A SOUTHERLY PROJECTION OF THE EASTERLY RIGHT OF WAY LINE OF OCOEE-APOPKA ROAD AS-SFl`N_ ON THE ORLANDO ORANGE COUNTY EXPRESSWAY AUTHOI{,ITY RIGHT OF WAY MAP SECTION 7532-6460-602/603; THENCE RUN ° "� PROJECTION �� N28 17 59 E ALONG SAID SOUTHERLY� DISTANCE OF 91,10 FEET TO A POiN'T ON THE EASTERLY LINE OF THAT CERTAIN PARCEL DESCRIBED IN OFFICIAL RI CORDS BOOK 5461, PAGE 2362, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA ALSO KNOWN WN AS THE AFOREMI= NTIONED EASTERLY RIGHT OF WAY LINE OF OCOEE-APOPKA KA ROAD; THENCE RL"N S27 16 36°'E ALONG SAID EAST t 1L..`x LINE 52.01 ,FEET TO A POINT ON A LINE LYING 30.00 TEST NORTH OF AND PARALLEL WITH THE AFOREMENTU 1NEI1 EAST 3' VEST CENTER SECTION LINE; ALSO KNOW AS THE.. _NORTH LINE OF THE 30.00 FEET RIGHT OF WAY LIN I OF WEST ROAD AS DESCRIBED INDEED BOOK 736, PAGE 273, OF _ .,� 3 „ N S OF ORANGE COUNTY. FLORIDA; THENCE '�; *a86 38 ..2 E ALONG SAID NORTH THE PUBLIC RECORDS S .A, T . CE RUN LINE A DISTANCE OF 168.11 FEET TO A POINT ON THE iQR 1 FIERLY LINE OF THAT CERTAIN m PARCEL "RIGHT OF WAY'A"' DESCRIBED IN OFFICIAL RECORDS BOOK 5452, PAGE 2625, PUBLIC RECORDS D S OF ORANGE COUNTY, FLORIDA, ALSO K'ti0W`a AS THE NORTH RIGHT OF WAY LINE OF W FT ROAD AS SHOWN ON T HE AFORE_'cTICiNED ORLA'_vTX} ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, THENCE 1 P5'E ALONG SAID NORTH RIGHT OF WAY LINE A DISTANCE OF 278.06 FEET TO THE NORTH 1 SOUTH CENTER. S2VC W 10N LINE OF SAIL'! SECTIO`v ^I: THENCE RUN S00°48'40"W 61.19 FEET TO THE POINT OF BEGINNING. ROAD PARCEL "2" (OCOE, LLC, A FLORIDA LIMITED LIABILITY COMPANTI,, A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGF 28 EAST, ORANGE COUN1`Y, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.. COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF SECTION 6, TOWNS SCsI ; H, RANGE 28 EAST; THENCE RUN N00°48'40"E ALONG THE EAST LINE OF THE NORTHWEST 1a'4 OF SECTIO\ 6 A DISTANCE OF 30,08 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT ONTHENORTH RIGHT OF, WAY L I'aE OF WEST ROAD AS DESCRIBED IN DEED BOOK 736; PAGE 273 OF THE PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA; THENCE RUN S86°38'31 "W ALONG SAID NORTH RIGHT OF WAY LINE A DISTANCE OF 274.07 FEET TO A POI' T . THENNCE DEPARTING SAID NORTH RIGHT OF WAY LINE RUN N80 °14'O5"E A DISTANCE OF 278.07 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 6; TI IENCE RUN SOO=48'40"W ALONG SAID EAST L]NE A DISTANCE OF 31.11 FEET TO THE POINT OF BEGINNING. ROAD PARCEL "3" (OCOE, LLC, A FLORIDA LIMITED LLIABILITY CONIPANTY) A PARCEL OF LAND LOCATED IN THE NORTHWEST 1.4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, TY, FLORIDA, CONVEYED BY DEED RECORDED IN OFFICIAL RECORDS BOOK, 10076, PAGE 6606, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF SECTION 6, TOWI SHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN N00048'40"E ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SECTION 6 A DISTANCE OF 30,08 FEET TO THE NORTH RIGHT OF WAY LINE OF WEST ROAD AS DESCRIBED IN DEED BOOK 736, PAGE 273 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE RUN S86 °38'31 "W ALONG SAID NORTH RIGHT OF WAY LINE A DISTANCE OF 442.28:FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S86 °38'31 "W ALONG SAID NORTH RIGHT OF WAY LINE OF WEST ROAD 50.40 FEET TO A POINT ON THE EXISTING EASTERLY RIGHT OF WAY LINE OF OCOEE-APOPKA ROAD AS DESCRIBED IN OFFICIAL RECORDS BOOK 5461, PAGE 2366, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE RUN ALONG SAID EASTERLY RIGHT OF WAY LINE N28 °18`52"E A DISTANCE OF 55.86 FEET TO A POINT; THENCE DEPARTING SAID EASTERLY RIGHT OF WAY LINE RUN S27 ° 15'36"E A DISTANCE OF 52.00 FEET TO THE POINT OF BEGINNING. ROAD PARCEL "4" (SOUTH APOPKA CITRUS FRUIT COMPANY, A FLORIDA CORPORATION) A PORTION OF WEST ROAD AS SHOWN ON ORLANDO- ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NUMBER 75320-6460-602-603, LYING IN THE SOUTHWEST 1/4 OF SECTION 6, TOWN, SHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY; FLORIDA, CONVEYED BY DEED RECORDED IN OFFICIAL RECORDS BOOK 10076, PAGE 6601, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S00°48'40"W ALONG THE EAST LINE OF SAID SOUTHWEST 1/4 OF SECTION 6 ADISTANCE OF 30,08 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID EAST LINE, ALSO BEING THE EXISTING EASTERLY RIGHT OF WAY LINE OF WEST ROAD PER ORLANDO - ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT °r„ TO A POINT ON G SOUTHERLY RIGHT OF W 'E OF WEST ROAD OF WAY MAP, S00 48 40 W, 10.45 FEET THE EXISTING G AY LINE PER SAID RIGHT OF WAY MAP; THENCE LEAVING SAID EAST LINE, RUN S80 °14'05"W ALONG SAID EXISTING SOUTHERLY RIGHT OF WAY LINE A DISTANCE OF 235.13 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 766.19 FEET AND A CENTRAL ANGLE OF 20 °56'15"; THENCE RUN ALONG THE ARC OF SAID CURVE AND EXISTING SOUTHERLY RIGHT OF WAY LINE A DISTANCE OF 279.99 FEET; THENCE LEAVING SAID CURVE AND SAID EXISTING SOUTHERLY RIGHT OF WAY LINE RUN N28 17'59"E, 19.90 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF WEST ROAD PER DEED BOOK 750, PAGE 36 AS RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA THENCE RUN N86 °38'31 "E ALONG SAID SOUTH RIGHT OF WAY LINE 501.71 TO THE POINT OF BEGINNING. WALGREENS PARCEL BEGIN AT THE CENTER OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA AND RUN S00048'40''W ALONG THE NORTH / SOUTH CENTER SECTION LINE OF SAID SECTION 6 A DISTANCE OF 5.79 FEET; THENCE LEAVING SAID NORTH / SOUTH CENTER SECTION LINE RUN N88°29'02"W 142.93 FEET; THENCE S28°17'59"W 194.77 FEET; THENCE N61°29'41"W 288.24 FEET TO A NORTHERLY PROJECTION OF THE EASTERLY RIGHT OF WAY LINE OF OCOEE - APOPKA ROAD AS SHOWN ON ORLANDO - ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NUMBER 75320-6460-602-603; THENCE RUN N28°17'59"E 8.53 FEET TO THE EAST / WEST CENTER SECTION LINE OF SAID SECTION 6; THENCE RUN S86°3832"W ALONG SAID EAST / WEST CENTER SECTION LINE A DISTANCE OF 23.50 FEET TO A SOUTHERLY PROJECTION OF THE EASTERLY RIGHT OF WAY LINE OF SAID OCOEE - APOPKA ROAD; THENCE RUN N28° 17'59"E ALONG SAID PROJECTION AND THE EASTERLY RIGHT OF WAY LINE OF OCOEE -APOPKA ROAD A DISTANCE Q 9 F 1 8.42 FEET TO THE SOUTH RIGHT OF WAY LINE OF WEST ROAD AS SHOWN ON AFORESAID ORLANDO - ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NUMBER 75320-6460-602-603; THENCE RUN EASTERLY ALONG SAID SOU TH RIGHT OF WAY LINE OF WEST ROAD TH E FOLLOWING FIVE COURSES: N66°47'07"E 58.56 FEET; THENCE S74°43'06"E 252.14 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 2033.50 FEET AND A CENTRAL ANGLE OF 02059'29"; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE 106.17 FEET TO A POINT; THENCE RUN S07°26'06"W 18.12 FEET; THENCE N80°I4'05"E 17.26 FEET TO THE AFOREMENTIONED NORTH / SOUTH CENTER SECTION LINE OF SECTION 6; THENCE RUN S00°48'40"W ALONG SAID NORTH ( SOUTH CENTER SECTION LINE A DISTANCE OF 61.19 FEET TO THE POINT OF BEGINNING. CONTAINS THEREIN 2.12 ACRES, MORE OR LESS. rt��1l•Ir�lu��r COMMENCE AT THE CENTER OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA AND RUN S00°48'40"W ALONG THE NORTH / SOUTH CENTER SECTION LINE OF SAID SECTION 6 A DISTANCE OF 5.79 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S00°48'40"W ALONG SAID NORTH / SOUTH CENTER SECTION LINE A DISTANCE OF 382.38 FEET TO THE NORTHERLY LINE OF THAT CERTAIN LIMITED ACCESS RIGHT OF WAY PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 5452, PAGE 2625; OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE RUN WESTERLY, SOUTHERLY AND EASTERLY ALONG SAID LIMITED ACCESS RIGHT OF WAY PARCEL THE FOLLOWING EIGHT COURSES: S86118'40"W 228.75 FEET; THENCE S21°31'35"W 68.18 FEET; THENCE S20°52'40"E 47.14 FEET; THENCE S0412221"E 70.63 FEET; THENCE S41°23'15"E 42.15 FEET; THENCE S58°3825"E 65.83 FEET; THENCE S60°04'40"E 72.63 FEET; THENCE S20°56'43"E 28.07 FEET TO THE APPROXIMATE CENTER OF STATENS BRANCH; THENCE RUN WESTERLY ALONG THE CENTER OF STATEN BRANCH DESCRIBED BY THE FOLLOWING MEANDER LINE; S82°31'40"W 145.23 FEET; THENCE N67°54'05"W 82.55 FEET; THENCE N41°24'12"W 66.41 FEET; THENCE N61°2723"W 29.10 FEET; THENCE S82°49'51 "W 93.06 FEET; THENCE N55°35'18"W 68.17 FEET; THENCE N660071 I "W 112.14 FEET; THENCE N74°2348"W 85.47 FEET; THENCE S77°40'09"W 23.28 FEET; THENCE S57°47'54"W 4592 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF OCOEE - APOPKA ROAD AS SHOWN ON ORLANDO - ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT OF WAY MAP, PROJECT NUMBER 75320-6460-602-603; BEING A NON -TANGENT POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 2231.83 FEET AND A CENTRAL ANGLE OF 06°01'55"; THENCE FROM A RADIAL BEARING OF N70°59'41"W RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 234.96 FEET TO A POINT; THENCE RUN RADIALLY S64°57'46"E 20.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 2211.83 FEET AND A CENTRAL ANGLE OF 0395'45"; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY RIGHT OF WAY LINE 125.94 FEET TO THE POINT OF TANGENCY; THENCE CONTINUE ALONG SAID EASTERLY RIGHT OF WAY LINE AND A NORTHERLY PROJECTION THEREOF N28°17'59"E 239.69 FEET; THENCE LEAVING SAID EASTERLY RIGHT OF WAY LINE RUN S61 °29'41 "E 288.24 FEET; THENCE N28117'59"E 194.77 FEET; THENCE S88029'02"E 142.93 FEET TO THE POINT OF BEGINNING. CONTAINS THEREIN 7.18 ACRES, MORE OR LESS. SEE SHEET 2 OF 2 FOR DETAIL OF VACATED RIGHT OF WAY PARCELS AND SURVEY REPORT - Q p • LO I il I (� L'i (O < CL 0 0 w o ®� V ) z (n < D LLJ ;-4 La.i Liinz I F— V LLJ Li Lij Ld Li— Lj C) J I_ LLJ LIJ CL DATE 0/28/10 199 0+ SCALE DRAWING 2041 BND1 PROJECT 0491 1 OF 2 SHEET NUMBER 9 / /A,) 11 4z I. ® off' �, / N rob �G o�Q o 0 � �G1, 41 m � Qv Qo �� O� Oo 0b h �c� � r3� Cr to tp. .3 t,L6'a o o`vtuC-'0 '. c},, POB ROAD PARCEL Q N86'38'310E PLAT C� S86°38`31"W N86'38'32"E CALC o� 50.40'DES $t��o S86'3832"W oV ' 50.41'CALC vh S86,38' 31"W .ems r `0C °r° c c�joCt �ry Cy .0 ®� DENOTES SANITARY SEWER MANHOLE DENOTES STORM MANHOLE EM DENOTES STORM INLET WITH GRATE DENOTES HANDICAP PARKING SPACE MARKED WITH SIGNS & STRIPES ® DENOTES MITERED CONCRETE END SECTION DENOTES BACKFLOW PREVENTION VALVE M DENOTES WATER METER C6 ' DENOTES CLEAN OUT COVER IRR DENOTES IRRIGATION WATER VALVE wv DENOTES WATER VALVE DENOTES FIRE HYDRANT -�-- DENOTES TRAFFIC / INFORMATION SIGN ® DENOTES CENTRAL ANGLE (DELTA) R DENOTES RADIUS L DENOTES ARC LENGTH POC DENOTES POINT OF COMMENCEMENT POB DENOTES POINT OF BEGINNING ORB DENOTES OFFICIAL RECORDS BOOK #. FOUNTAINS :i• ED SOOK 736, WAGE 273 1 �. vRGCWEST , ,04D O J"AiAgCE0OF QrAt YERD PUBCC&IGN3 0P A pp,'S$Op222PACE gy 00PA730507 N 04 S 74 43106>, �. E~-- ` " -� 252.1A w D CAq o pow 7 w z i aA b� P4 R 4 02 I5 n 17,E 4 DRAINAGE EASEMENT ORE 10099, PAS 5116E TITLE EXCEPTION 12 " A 0,97' 7,7 ro �- RRGHT O2 AA, F AC225 260 8g45, T COM a�5� LE JW E N$0'14 C5swl 2f# E:' 2 Z74,06' CALC�'3188 0 a SP,,"�`� W 274,07' DESC w S86`3,8*32"W CALC 3148 / ...', 167.80' PLAT CALC LINF WEST ROAD BY DEED BOQK 736> ' 27 PCS ROAD PARCEL 2 - �, 168 .11' ORTH 44217' CALC DRAINAGE EASE ORB 10099, PAGE 5" R'C S86*38'32"W CALC S86'38'31"W DESC 44 ,28' DESC 1 TITLE EXCEF",: 12 — [ N1 *09 ES E 3`,AE c> N86'3$,32;,E 492.5$# CALC 3C' RIGHT CF WAY PAGE 273 8 75 0n ' 31 E A9 .69 DESC SY DEED BOOK 736, '38°3 N$6"38 508.88' S 8 .............. CENIT'R NE OF EXISTING WEST GOAD E CTION 6-22-$ 5.38' Y ......... :.::::::.::.. :00 .............. 0 ::::: LINE OF THE SW ^ 4 NORTH N 6'38°32 E ............: LINE OF WEST ROAD BY DE POB ROAD PARCEL 4 us TON 6 DRAfNA E EASEMENT ORB 10099 PAGE 5170 - t ::-::-:-:_:_: c5 CT10N LINE OF SEC RIGHT Off' WAY EAST/WEST CENTER SE 30 PAGE 7 EXCEPTION 11 43.1 -- Y DEED BOOK 750, Q $ 5C1.9 CA �t� :p..y......... .. , �' �.iF u 1.4d V i 6'38'37*W CALC 50.71 D SC - w E CALC DESC ::........1.....::.. .. N$6 S86 38 fl7..., " .::::::_ ::iii i:r....... DESC.. ._... $ 31 . e.;:........... N86 D BOOK 750, PAGE 3 5 S �T1-I E.iNE OF WEST R 1EE ::..... RE� ....... • *56'11" CALC 279.97' CALC OT PLATTED OWNER : SOUTH APOPKA RU 0 DENOTES ENTRY SIGN PVC DENOTES POLYVINYLCHLORIDE PIPE RCP DENOTES REINFORCED CONCRETE PIPE ERCP DENOTES ELLIPTICAL REINFORCED CONCRETE PIPE HDPE DENOTES HIGH DENSITY POLYETHYLENE PIPE cone DENOTES CONCRETE PAVEMENT DENOTES " CONCRETE CURB \; DENOTES CONCRETE CURB & GUTTER DENOTES CONCRETE LIGHT STANDARD DENOTES LIGHT STANDARD ON CONCRETE BASE DENOTES ELECTRIC JUNCTION BOX ORB DENOTES OFFICIAL RECORDS BOOK DENOTES WOOD UTILITY POLE DENOTES TRUNCATED DOME TACTILE WARNING SURFACE DENOTES SET 5/8 INCH IRON ROD WITH CAP "LS4340" ,rp01NT 0f S FRUIT COMPANY �.:..:.:..... Y ESP00 � . C'3RA GE CO 0 6460 cv ORI Ass;" M R ��--- :..... * CALG 0V .. S D pR PRTM'T O 235 . DESC N uTFI I }N" SAY MA CALC 2625 m S$0-� GS CC RAM ORB 452, DACE o Li Sou -OI= o w H LL O w z N w CENTER OF SECTION 6-22-28 NOT PLATE C OWNER : JIMMY AND JEANE7 WATSON SURVEY REPORT 8. UTILITIES SHO'V, -.\ ARE STRAIGHT LINE INTERPRETATIONS FROM SURFACE INDICATIONS INCI. UD1NG PAINT, FLAGS AND OTHER MARKS LEFT BY THE INDIVIDUALME'tiT RECO UTILITY VENDORS. TIES SURVEY DOES NOT REPRESENT THAT THE UTIL.TI'IES SHOWN ARE COMPLETE OR SHOWN IN THEIR ACCURATE LOCATION. A COMPLETE UTILITY LOCATE SHOULD BE PERFORMED PRIOR TO EXCAVATION OR ENGINEERING DESIGN. 9. PAVEMENT'ViARKINGS AND OTHER SYMBOLS SHOWN HEREON ARE GRAPHIC REPRESENTATIONS AND NLAY NOT REFLECT THE EXACT SIZE OR LOCATION OF THE FEATURE IN THE FIELD. 10. SEE TOPOGRAPHY SURVEY BY THE UNDERSIGNED, MADE A PART OF THIS SURVEY BY THIS REFERENCE, FOR A MORE COMPLETE DETAIL OF EXISTING IMPROVEMENTS. 11. BY A SCALED INTERPRETATION OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD EtiSURANCE RATE � P PANEL NUMBER210 MAP NUMBER 12095CO21OF DATED REVISED SEPTEMBER25, 2009, THIS SITE LIES WITHIN ZONE "X° AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN. 12. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN FLORIDA ADMDUSTRATIVE CODE RULE 5J-17.05, PURSUANT TO FLORIDA STATUTE CHAPTER 472, FOR ANASBUILT OR RECORD SURVEY. 13. THE SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND EMBOSSED SEAL OF A FLORIDA LICENSEZRVEYOR AND MAPPER. THOMAS L. CONN'ER FLORIDA LICENSED SURVEYOR AND MAPPER NUMBER LS4340 mm •r wj z z 0 h- ui CE Of Ld CL - h- 0) co _ LI) Z Lo 0 0 LLJ s� p g A ✓ pC`�\I �r'�' 0 V> u r- a (L!L `_> Of Nr-, U0 C Lu Co r-- 0 LLJ <_� C I� F I L0J - - Cn = Ld va V) C)0 C14 -1 Qf L.LiLli 0D Lo I-. ME LL- U) < a ui 0 0 DO 0 L- LiJ6i /f1 o >-- LLJ .q �-- Cj� rL 0 u DATE 09/28/10 SCALE199 = 309 DRAWING 20491 BND2 PROJECT 2491 2 2 SHEET NUMBER Ila N'b A traffic signal post on concrete base (arm extends north) 71,3,90 11356 'kI 1,3. 67 113.79 laro Ov pedestrian crossing signal post Ila DETAIL top inlet = 112.41 invert = 109.83 Z" 113.93 S17Z7 (bq ORLAII C C sok PCAACHkARK j OUT /A! ORA/V Fi�? or R/W A44 p cj� 04 eCVA 77OAtf A k Potc couttv 0 - T LJEC 7 E)(P RES e. '5 N � 53�20�64-60SW4)" A blke 602160 ORIT, 4, Its, ,g\e 1111� a .17 UK a fd Whit, 'bvs P P16 L �b (71 Oil? 4.16 invert= 60 Solid _P 11218 qNE W ��/ ` /ot ,` �`` - ry y�� f : Sign 116.37 il LEGEND --roga-entz ie" E 1147 All, Nt DENOTES SANITARY SEWER MANHOLE of 11 DENOTES STORM MANHOLE -:U-4.54 Vern ,, t '6' 'i- 4 0 DENOTES STORM INLET WITH GRATE 71� 4. con zl� &O'y C IV < 0 00, (0 one Side Aw 4 -It V'4 77' DENOTES HANDICAP PARKING SPACE '1111111 1 � "a MARKED WITH SIGNS & STRIPES DENOTES MITERED CONCRETE END SECTION 6 11&77 252. 7 4, 1.2.0 0=0 DENOTES BACKFLOW PREVENTION VALVE Sol 11b Planted rnecip, RO DENOTES WATER METER Z ete d A3 o W er valve & CO. ster In conc DENOTES CLEAN OUT COVER 11b'6� I A('A t; A i ANC n7e DENOTES CONCRETE LIGHT STANDARD rr DENOTES LIGHT STANDARD ON CONCRETE BASE C.) IRR M DENOTES IRRIGATION WATER VALVE wV "IF" 4,z,-,,, .010 DENOTES WATER VALVE V 4" J11 H CO* DENOTES FIRE HYDRANT 5 on "i tK R DENOIES, IRAFFIC. / INFORMATION SIGN I B.-k /_ I invert= 120.03 9" Sip$ t$\N I - 12o.22 DENOTES ENTRY SIGN A zv!2 1120 + 120,36 PVC DENOTES POLYVII NYLCH LORI DE PIPE �7'2-rol C)6 7t RCP DENOTES REINFORCED CONCRETE PIPE ERCP DENOTES ELLIPTICAL REINFORCED CONCRETE PIPE + HDPE DENOTES HIGH DENSITY POLYETHYLENE PIPE +11 51 el +'.�p + _�p + ditch--- conc DENOTES CONCRETE PAVEMENT 116 '5 00 1 07 _b 115 AA'5 '7 DENOTES 6" CONCRETE CURB 12 1.7- 0) fag . T_ brry 114 +111.5 ly DENOTES CONCRETE CURB & GUTTER 11' 0 a 113 tl 1.3 DRAJNAGE EASEMENT BY -0.)tQ /// I IV, - N '29� P DENOTES H A N D � C A P --,A R Kill, N 01 ONLY S 07�k,4 11':?"' - 1p� ORB 10-0 AGE 5150 '// / 7 112 9 LPG T IM8 . DENOTES DO NOT ENTER SIGN 41, IA DNE ditch +111.2 +111,6 111.7 111,6 112 Aq -- - ------------ DENOTES STOP SIGN +1119, STOP LD • NPFL DENOTES NO PARKING FIRE LANE SIGN "ok top ,oro'101S.- 117.23 NA DENOTES ELECTRIC JUNCTION BOX S86*3832W + 142.93' R E EASEMENT BY ORB 10099, PAGE 5170 +1 a" ORB DENOTES OFFICIAL RECORDS BOOK 4;= DENOTES WOOD UTILITY POLE 23.50 DENOTES TRUNCATED DOME W �j 1 113.9 TACTILE WARNING SURFACE A L R ENS ��'AR kl--"" E L 16 Q (.,v 13 100 10"chinese tallo 00, + 12"Chimese lore 38!,ear pod tree + ditch 112 9 on"',%cycl000rpurn) tel e riser .2 led Q) 12 12 le po utilities c + 65 WETLANDS AS DETERMINED BY OTHERS Ell 0) �d 00 NN C� �b '�y very light scattered water + 61. + NN + 09/28/10 9._ 11 C� et V JK + top water = 111.38 RADIUS= 766.19 AD 17 1110 LENGTH= 20.60 II NAIL 3 DELTA= 01*32'25", ryti O p 18'3 1 lb 'N'�o CV ro N 111.23 'o T 'k # +111.15 --- 112 4k 61 REMAINDER PARCEL ORANGE GROVE VACANT, NO BULDN"NIGS + +`�191 irrigation and drainage pipes have not been locate-d including observed PVC burleo pipes leading surface drainage of grove tto weatond + ATCH LINE ELEV = 112.23 SIHWL NAIL 2 1p ILEV = 111,11 0 o' SHWL NAIL 1 Uj � in ils set in cypress ELEV 112.53 + + 4_2 11 tree trunks W by others 7 Lj 24"oak 01b U, 0 1 O"pine 16*o k Lij I I -It 16"pinC' I I' A.- M NNV 1 "oak I b 16"p* 18"pine 4'.; fix N 1 pine C) 12 ck '00 4pine 18"pine cli 14"pin*�h. 20"magnolia 20*pine II j*10"pine (with aerie) II C 'o, 12"pine 12"ook J 1 8"pin 1 "0 NN.?+ 4- 8"bay 1 6"oak 20 ine 14"pine + 10"001<G�P' in 12"bay 'bl ba N bay 8"ook 0 24"Wk '011 14 pi e 'IV 12"ook 11 6 + 8' 1 11 + + 1 Cook II ' -10 NN N 10"ock Em'd z 0 i� LLJ CL < Q_ < < 0 co (n V) Z r�' L.Li < LL_ LLJ 0 0 0 C) 0 V) W Q�f N 0 (f) z LLJ a- 5 0 >_ r_� M LLJ Fn 0 N:f () z > __j < W < '14- Of < M 0 V) M Ljj _j :2 _j = F__ Uj < z 0 :D \ Z - OEC :D C'0 Fn L'j V) z (1) < a: CL_ 0- LL_ LL-1 W LLJ _j Of LLJ L0 00 0 > z LLJ 0 < < 00 Q _j 1I L.Li C) Li 0 LL V) Ld 0 LLJ LLJ LL_ LLJ 0 Lj_j LLJ CL U < 0 Li 13111 L_ CL CL V) 00 0 >_ ck� 0 CL U 109/28/1-0 ATE SCALE 199 = 302 DRAWING 20481TOP PROJECT - 20491 1 OF 2 SHEET NUMBER 5 MARKED WITH SIGNS & STRIPES DENOTES MITERED CONCRETE END SECTION DENOTES BACKFLOW PREVENTION VALVE HE DENOTES WATER METER CbO. DENOTES CLEAN OUT COVER DENOTES CONCRETE LIGHT STANDARD DENOTES LIGHT STANDARD ON CONCRETE BASE IRR DENOTES IRRIGATION WATER VALVE wv DENOTES WATER VALVE DENOTES FIRE HYDRANT —� DENOTES TRAFFIC ' INFORMATION SIGN DENOTES ENTRY SIGN PVC DENOTES POLYVINYLCHLORIDE PIPE RCP DENOTES REINFORCED CONCRETE PIPE ERCP DENOTES ELLIPTICAL REINFORCED CONCRETE PIPE HDPE DENOTES HIGH DENSITY POLYETHYLENE PIPE cone DENOTES CONCRETE PAVEMENT DENOTES 6" CONCRETE CURB DENOTES CONCRETE CURB & GUTTER PH ® DENOTES HANDICAP PARKING ONLY SIGN ®NE DENOTES DO NOT ENTER SIGN --= STOP DENOTES STOP SIGN �P LFLF DENOTES NO PARKING FIRE LANE SIGN c DENOTES ELECTRIC JUNCTION BOX FOR SITE LIGHTING ORB DENOTES OFFICIAL RECORDS BOOK DENOTES WOOD UTILITY POLE DENOTES TRUNCATED DOME 19 TACTILE WARNING SURFACE DENOTES CONCRETE FILLED STEEL BOLLARD I►'1�1 �i��al•]l .•. CONTINUES AT 0 OOCEA ST RMWATER POND "LESS" PARCEL LIMITED ACCESS FIGHT OF WA' ( .R.S. 5452, PAGE 2 25) 'LESS" PARCEL BY ORB 5452, PAGE 2625 �� - i ..i cent- �� .� riA ribed Canalb manhole= 115.03 n LO N r10 LO C O N rl- ® W W 0 0 CO a.< 0`00 �� LO di}� O M B� LO Q0 O� x ry �00 -j -j C� W Lu U-1 0 0 M CJ11CL I— W U) zU)0 J J CL MINED S $6i 8`40� W �.} RSNfP UNDEI'llT U� E SURD U) 47.6 9(C) �I � I ter' 0 Sri �"� s COI a (0 00 c� 99 ovS� NA- 9. PAVEMENT MARKINGS AND OTHER SYMBOLS SHOWN HEREON ARE GRAPHIC REPRESENTATIONS AND MAY NOT REFLECT THE EXACT SIZE OR LOCATION OF THE FEATURE IN THE FIELD.. 10. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN FLORIDA ADMINISTRATIVE CODE RULE 5J-17.05, PURSUANT TO FLORIDA STATUTE CHAPTER 47, FOR AN ASBUILT OR RECORD SURVEY. 11. THE SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND EMBOSSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. TAOMAS L. CONNER FLORIDA LICENSED SURVEYORAND MAPPER NUMBER LS4340 P's �RCp� � � OND q C N C00A yC 5x CNP� Mips ,O OF s CORNER"LESS" PARCEL BY ORB 5452, PAGE 2625 BE OF OF z 0 CL U) La! I Iw z 0 1= Lu Of Ld IL 07 I �I 1'i0 0 (l)I'`°` 0 — I IL0C) (D La_! 0 L,J Li co F-- LLj (ry z c<o< (r) (� uj c) 0 La d U) J 00 M 0 LL- 211 C) Imo— 0 al Li Ld LLB �- CL SCALE V' = 308 DRAWING 04 1TOP PROJECT 20491 SHEET NUMBER DISTRIB ON RE -CLAM WATER BUILDING STATMENT SIGNAGE POINT OF CONNECTION PARCEL #06-22-28-2856-00-006 THE BUILDING LOCATIONS, DIMENSIONS CONNECT PROP. 12" PVC RE_WM OCOE, LLC AND USES WILL CONFORM TO CITY OF SIGNAGE TO CONFORM WITH THE SMffARY SEWER TO EXISTING RECLAIM WATER MAIN ZONED. PUD--COMM CITY OF OCOEE OCOEE DEVELOPMENT CODE CITY OF OCOEE CODE. POINT OF CONNECTION ftAkDo CITY OF OCOEE SERVICE AREA 1 CONNECT PROP. 4" PVC FORCE P� &IM N ' "o - CONSTRUCT EASTBOUND ENRONMENTAL SOIL TYPES MAIN TO EX. FORCE MAIN iORANGE COUNTY UTILITIES SERVICE AREA RIGHT TURN LANE 0 DEVELOPMENT OF THIS PROPERTY SHALL COMPLY 3 BASINGER FINE SAND HYD. GROUP D 44 SMYRNA HYD. GROUP B/D LEGEND WITH ALL STATE AND FEDERAL REGULATIONS REGARDING ENDANGERED OR THREATENED SPECIES 54 ZOLFO HYD� GROUP C ACCESS EASEMENT OF SPECIAL CONCERN. WATER DISTRIBUTI CROSS 7 POINT OF CONNECTION CONSTRUCT STORM WATER RETENTION I RIC-14T IN/RIGHT OUT� DRIVEWAY EXtMNG LAND USES CONNECT PROP. 8" PVC WM TO EX. STORMWATER RETENTION WILL BE PROVIDED A" WM AND CONNECT PROP. 12 VACANT BY THE DRY RETENTION AREA, PVC. WATER MAIN TO EX. 20" WM __z ORANGE COUNTY UTILITIES SERVICE AREA FLOOD ZONE E #3 BASINGER FINE SAN/D STREET DEDICA71ON HYD, GROUP D THIS SITE IS LOCATED IN FLOOD ZONE X, AN AREA DETERMINEO TO BE OUSTIOE THE 100 YEAR FLOOD ELEV. 0. NO FURTHER RIGHT OF WAY DEDICATION WILL 4 14 PER FIRM MAP NO, 12095CO210 F DATED SEPTEMBER BE REQUIRED 9,29 25, 2009, CONSTRUCT S 106* w TRAFFIC STATEMENT 0617 MAINTENANCE STATEMENT I RIGHT IN/RIGHT OUT , / S 07*26 1,9, 'g DRIVEWAY 18.12 N 80*14 05" DAJLY TRIPS GENERATED: SEE APPROVED EACH LOT WILL BE INDIVIDUALLY OWNED AND MAINTAINED. TRAFFIC STUDY TRACT A WILL BE FOR ENVIRONMENTAL PRESERVATION AND 17-26' 50' 100' WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS SCALE: 1 50' TRACT 8 WILL BE FOR CROSS ACCESS AND STORMWATER ASSOCIATION. LML" STATEMENT L MANAGEMENT AND WILL BE OWNED AND MAINTAINED BY THE THE WATER, RE-CLAIMED WATER, AND SEWER SYSTEMS UP TO Mow" PROPERTY OWNERS ASSOCIATION. THE METERS ON SITE WILL BE OWNED AND MAINTAINED BY OCU, CROSS ACCESSi EASEMEN7 A TRACT c WILL BE FOR A LIFT STATION AND WILL BE OWNED TOTAL AREA: 405,048 SY. AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 9.30 ACRES WULANDS CONSTR T . . .. . . .. CCINALK EXISTING ZONING: C-2 S, APOPKA CITRUS PARCEL) IMUCIT PUD �OCOE PARCEL) MIN. F.F. ELEVATON , I WETLANDS ARE LOCATED AS SHOWN ON THE PLANS, LOT 1 EL� 11 4�50 !CONSTRUCT T alM i c DRAINA EASEMEN FUTURE ZONING: C-2 (ENTIRE DEVELOPMENT) C314flCIAL PAGE fau, 1ITLE EX CE= 7".ft, (2 FOOT ABOVE 100 YEAR FLOOD ELEVATION OF THE SIDEWALK WELLnEW PROTECMN �72 C STORMWATER RETENTION AREA EL, 112.50) THERE ARE NO WELLFIELD PROTECTION ZONES ON SITE N FUTURE LAND USE: COMMERCIAL 'iAGE EASEMENT 1ORB S NATUML VEGETATM PIROTECTM AREAS FOR LOTS: 5170, TULE EXCFP7,nci,� 183,240 S.F. 411 ACRES 0 A AREA FOR TRACTS: EXISTING TREES THAT ARE LISTED TO i WATER DISTR16UTiON SYSTEM 6,,,S8'32 lQM FF E. 115.50 REMAIN, WILL BE PROTECTED DURING CONSTRUCTION 221,770 S.F. 5.09 ACRES 10 BE CONSTRUCTED ITEMS T 0 �0 DURING SUSaVISION " 1 - I I I �� / 11141 MAXIMUM BUILDING HEIGHT: -CLAWWATER DISM18UMON �0, RE 45 FEET (2 STORIES) IMPROVEMENTS Nk, N/g, SYSTEM ITEWS� YO BE PAWING STATMENT - WATER MAIN CONSTRUCTED OV?fNG TOTAL IMPERVIOUS AREA: - GATE VALVES 138,942 S.F. 3�.3% THE PARKING SPACES WILL BE THE MINIMUM ALLOWED - FIRE HDYRANTS SUBDIVISION IMPIRCIVEMENTS - RE-CLAIM WATER -,MAIN BY THE PROPOSED USE AND WITHIN THE C-2 ZONING, - SERVICE STUB OUTS TO TOTAL OPEN SPACE: 266,106 S.F. IA - GATE VALVES 65.7% AS WELL AS THE CITY OF OCOEE CODE. EACH LOT SERVICE STUB OUTS TO EACH LOT NVIRONMENTAL PARCEL #06-22-28-0000-00-067 ETLAND LINE PHONG - REDUS FLORIDA LAND, LLC IV, #44 SMYRNA voy #gm -ftm w* PHASE 1: CONSTRUCTION OF ENTIRE SUBDIVISION INFRASTRUCTURE C/O WILLIAM P MCCAUGHAN go. 1�" N '4�1 GROUP f_7 B/D AND ALL IMPROVEMENTS ON LOT 1 - WALGREENS, ZONED: C-2 CITY OF OCOEE ta 3 -DEVELOPMENT NarFS-, CONSTRUCT CROSS i LOTS 2 ANO 3 TO BE DEVELOPED AT A FUTURE TIME, ACCESS D�IVE 112.37 1, EQUiPMENT AND APPURTENANCES MOUNTED ON THE Tops OF BUILDINGS cypre" SwALL BE SCRFENEO FROM VIEW IN ACCORDANCE WITH THE LAND nols set In tr" trunks EXTEND NORTHBOUND' z by othwo \�)q OEIVILOPMENT CODE, ALL SCREENING SHALL BE, AT A MINIMUM, THE SAME POTABLE WAM SUPPLY i Z HEIGHT AS THE MECHANICAL EQUIPMENT, SCREENS SHALL BE ATTRACTIVE IN RIGHT TURN LANE LOT 2 'TYPE: CENTRAL WATER SYSTEM AL APPEARANCE AND REFLECT OR COMPLEMENT THE ARCHITECTURE, COLOR, j'CONSTRUCT COA44ERCI SAN 11 cb 1. 02 AC AND MATERIALS OF T14E BUILDING. CONNECTION POINT: NW CORNER OF PROPERTY W. SIDE OF OCOEE-APOPKA RD,,, PROVIDER: ORANGE COUNTY UTIUTIES F.F EL 114.50 < Ts, P Y AR S, CAPACITY REO'D: COMMERCIAL USES TO BE DETERMINED If i� 2, COMMERCIAL OUTDOOR DISPLAY AREAS, SALES AREAS/ TEN LA EA CP I it COMMERCIAL PLAY DEVICES, AND VISIBLE CHAIN LINK FENCE ENCLOSURES AT INDIV0UAL LOT DEVELOPMENT EAGLES `I, / 2 SHALL NOT BE PERMITTED. C14AIN LINK SECURITY FENCE ENCLOSURES SHALL NEST C> CONSTRUCT SOUTHSOUND #54 ZOLFO ONLY BE UTILIZED WITHIN INDUSTRIAL AREAS IF THERE IS NO ALTERNATIVE PROPOM rME Of BL*TEW, LEFT TURN LANE %% UP c AND IT IS SUBSTANTIALLY SCREENED BY LANDSCAPE MATERIAL APPROVED BY -ERMITTED, CHAIN LINK FENCES INCLUDING POSTS AND RAILS THE CITY, IF P Aft D `41 11:il;l iekN, -CA 7'v � F DE - I / 1 0 SHALL BE SLACK IN COLOR. 3. NO TENTS, FREESTANDING LIGHT STRUCTURES, OR KIOSKS USED FOR COMMERCtk PURPOSES SHALL BE At -LOWED, UNLESS SPECIFICALLY DESIGNED AE-CLAIMED WATER SUPPLY TRACT C LIFT LIFT STATIoN AS PART OF A MASTER PLANNED SITE. TYPE: CENTRAL., RE-CLAIMED WATER SYSTEM TR4CT A t PARCEL 4� A CONSERVATION EASEMENT OVER TRACT A IN FAVOR OF THE CITY WILL E ERVATION AREA JIMMIE C.�'& JEANETTE G. WATSON 0.03 AC CONS 8 CONNECTION POINT: NW CORNER OF PROPERTY SANMARY SEWER SYSTEM PROVIDED AT THE TIME OF PLAT APPROVAL, PROVIDER: CITY OF OCOEE LOT 3 7EMS TO BE CONSTRUCTED 4.01 AC ZONED: A-1 ORAN13E COUNTY CAPACITY REQ'D: COMMERCIAL USES TO BE DETERMINED tow f DURING SUBDIVISION COA4MERCIAL AT INDIVIDUAL LOT DEVELOPMENT Z 1.07 AC IMPROVEMENTS ALL LOTS NOT BEING DEVE LIFT STATION Pl. 114.50 - SANITARY MANHOLES LOPED W/ All %, I SUBDMSION IMPROVEMENTS TO BE SANITMY SEWER - GROTY MAIN SAN - 3 - FORCE MAIN SODDED,"OR SEED & MULCHED TYPE, CENTRAL SEWER SERVICE - SAN. SERKE STUB OUTS rnwM,I7r.Tl0tJ PI)INTs 13A AT MW f'f)0MC'0 OC' 001)DE70TV F ORANGE COUNTY UTILIT�ES CONSTRUCT PROVIDER: nr FULL ACCESS CAPACITY REQD: COMMERCIAL USES TO BE DETERMINED DRIVEWAY AT INDIVIDUAL LOT DEVELOPMENT CONSTRUCT DRY C RETENTION AREA w 228.75 T� ?ACT AND OUTFALL MCTURE s Bro-i e 40 X11 14�' m ROSS ACC S "x STORMWATER 1.05 AC PARCEL #06-22-28-0000-00-059 ORLANDO/ORANGE COUNTY co EXPRESSWAY AUTHORITY vv U -2 OCOEE ZONED� C RIGHT TURN LANE "'V f1t; A-i ........... Immals" ms 0 . ......... .......... N7 � I N . . , " "I', I i--% " -26*42'0 W 7.6 S N .3* W S 84*10 5 5Z17 57.371 11 84!55'25' R -96.00' X L" 140.81' 94L SWLK4 4 -LAI,4r scaft"I vow to 1 %J06-22-28-0000-00-069 FARCE a4;= 105,62 ORANGE COUNTY BCC by *thero w,;_ LAND C/d REAL ESTATE MNGT TRA,7k A N E 43 SINGER FINE SAND IBUILDINU (ALL LOCATION Z� ETBACK S LM) RE—QUIRE61 lOeCOEE-APOPKA RD 50 FEET 1 WEST RD 50 FEET IREAR 20 FEET �SIDE (ADJACENT TO LOT) C EFEE� LANDSCAPO'E SETBACKS,' (ALL LOTS) LOCATION OCOEE-APOPKA RD REQUIRED WEST RD FEET REAR 10 FEET SIDE (ADJACENT TO LOT) L-------- 10 FEET lr+v uti w ZONEID:i A— I ORANGE COUNTY �YD. GROUP D 23-28 J, LOT/TRACT TAB LATI 0 N Ilse. �2" a -C IF", . LO MAX. BLDG OWNERSHIP & Is Al rC) IS 4 'AREA ""c L ,7,, ,PRQPvp 7. PROPOSED TRACT rq, I FOOTPRINT $51# W A = 3Y3234' S40,Rq,l, ---- — S60. USE IMPERVIOUS OPEN SPACE MAINTENANCE t,�PRNOU, ap IH , suqj� S (XID � ��UR Alc # R = 25.00' ND j�"olfowt�,, PANcj� c COVERAGE RESPONSIBILITY 7, 7 L �,,3 L 14.64' �o INDIVIDUAL PROPERTY 1 1 2- 12 A C COMMERCIAL 14,820 SF 16,3% 59,252 SF 64.2% 33,040 SF 35.8% Ln OWNER INDIVIDUAL PROPERTY PARCEL #06---22-28-0000-00-007 r S7 2 1 1.02 Af: COMMERCIAL 13,307 SF 30% 35,487 SF 80% 8,872 SF 20% AND 0,�4Nsy AS OWNER OCOEE PROPERTIES, LLC INDIVIDUAL PROPERTY Ty 3 1,07 AC, COMMERCfAL 13,976 SF 30% 37,271 SF 80% ORANGE COUNTY W4 ZONED� C Al or "A 1, 9,318 SF 20% OWNER A_0,�5 Is 604 4 A 4�01 AC CONSERVATION PROPERTY OWNERS 0 SF 0 SF 174,759 SF 100% J S ASSOCIATION e",er 01 skotel"T" 4606, Pala, CROSS PROPERTY OWNERS 1.05 AC ACCESS/STORMWATER OSF 6,932 SF 151% 38,768 S.F. 84�8% ASSOCIATION PROPERTY OWNERS LIFT STATION 0 SF 0 SF 1,349 SF 100�0% AC ASSOCIATION IINNOSV"p �S,'A c 0 03 PROPOSED USES: ANY USE ALLOWED IN C-2 ZONING quILOING V) v) w V) m m m G U u SHEET: 8 OF: 18 I I � I I I � I � I I I I I --.---- __ __ _.- �,, �� -_ -_ I CONSIRUCTION NOTES EROSION & SEDIMENTATION CONTROL: I �\v I CONSTRUCTION NOTES GRADING: __ RAINAGE DURING CONSTRUCTION: , I - / 1_____� 1, EXISTING TOPOGRAPHY AND CONTOURS ARE BASED ON THE FOLLOWING: � ,I, -, - 'I, T�4E CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTAION BARRIER SURVEYOR: THOMAS L. CONNER, PSM SURVEY AND MAPPING CONSULTANT 1, THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL .? / . 1_��11 � � 1__�_ (SYNTHETIC BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT I DRAWING No,: 20491 BOUNDARY,DWG SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTION PLANS, THE MS4 _��_,_Z!��_-_ -!�� PROPERTY, ON SITE WETLANDS, STREETS, STORM SEWERS AND WATERWAYS, IN � _ � " A1,01TION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL I DATED: JANUARY 10, 2010 PERMIT, AND FIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS / I 1, � 11 �, OftFkA --- ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND I - REVISION DATE: FTER RAINFALL EVENTS FOR EROSION PROBLEMS. -11, I i ", �� 0, ----I_ 2, GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCE) ULLOYL ANT . _ � I - I ', I �� _ IT %W1 UXIT THE SITE IF THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE CONSTRUCTION 2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL I ; I 11 1, I �� RAP �� cou, !i!IQ40 EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF SITE EITHER BY NATURAL RE -GRADE IF REQUIRED, ! I 11 I - _ , PRO�� Nry 'r)m, �� - ' PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE I FOR CON11NUED FUNCTION. / I I", I -1 r - TO MAINTAIN DESIGN CONFIGURATION, ADD SOO AND SILT FENCES AS - I I ;:11 , - � - I -, �_�� %2;-'iq'�rftWA'r _,�� DRAINAGE OR BY VEHICULAR TRAFFICi THE CONTRACTOR IS TO REMOVE AND CLEAN CONTRACTOR SHALL. REVIEW THE BELOW REPORT PRIOR TO BIDDING. REQUIRED TO PREVENT SILTATION FROM EXITING THE SITE. .114 ____� - I , : 111 11 I I � ��_ __ 460,63; A S-10 EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. / ___ I f _11" I -1 I _:� -, 6�4" _ � GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES 3, MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH ___ I � -, -1 I , I I I , �, 80J Iry - 1, � I __ I 1- I I . I. -I, ��,,�__,!,� � TRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM REPORT No�(S): 800176 1 / _ __44 I 11 I I I - 11 I I 11 , CONS CONTROL, � � - z - - I � _�_� I � Z , ,� /- I - "Ill- 11 `�� I - -, 'R DISCHARGE POINTS. . , , - I � - , I I � I I 1 13 :, JI �_ 11 ," - _�,�', I -, , I , I 1� I �1 1. ._ 1, CONTRACTOR TO INSTALL SILT FENCES AS SHOWN AND AS REQUIRED. , , i� , I � - I �_Z_� i ��k A 8, � 1 I - � __ I , � 7' ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUTo PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING ,,,,, Z� " � " / k C:::� " , 1, ,__�, 1, , - I - �� AREAS AND CONVEYANCE SWALES, "�� I "I ,; - _- f � ", __�__ 1, , 1, I � " C - _ " I , 1 I I . � 11 I .. ELAY OR PAUSE CONSTRUCTION. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE *4 _\ .. lte , 0? _ , I \ � - *4_,___'1 , , "I - , , % E" , 11 I *�, I DATED: OCTOBER 13, 2009 4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULAnON OF DEBRIS ANSTALL SOCKED PERFORATED ___1 � I 1; -_ - :`_�__ '11E�E� - - , _-_'_ WAn_ . EXISTING TREES, PLANTS A14D SHRUBS WHICH ARE MARKED OR DESIGNATED AS AND TRASH, PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION 1��, / PIPE ACROSS INLY'THROAT _� - - 1 5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT N\, ,�.� - , " \ ,,-�-' , '� A��,, t 1, I 11 I I 11 I I I �, /f� 1111- ". (CONTINUOUS OPERATION) UNTIL PROPOSED WOES ARE MET, ALL EXPOSED -- -- - " , -, - - I - -, 'RAIDING , e ,", "' . I 1��_ EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER G ALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL I � , � . � � I 11 !! � I ____� -, . P", ,,,�,,,�, - . AND REMOVE, I %� , / / 11, I � _-.��, , � I I I I )-' . I- t I _ _� , -� �,' � 1� �_I�r_5; � ,,�, , I I I ;, I " - ��_�,� , ',,- " I - - I , / - , "; - , . � - ''I �, 1. 'OMPLETE. CONDITIONS OF THE VEGETATION, % -/�,,�,�, , , / � - � - ------- 'I, _ I IS C & PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY , � ,�ail I I " , _� I , -, - --�,_--- , 7 I---- " ', " , 11 1, ; \ , / I / I ��_ / � l� ., 1 , 1_�_ , I I 11 - 4, DURING CONSTRUCTION� THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE RETEN71ON ARE, THE RETENTION AREAS SHALL PERCOLATE STORED WATER _*,�),z \ 9 I ��/ �' , / ;_ I - - , 11 ,4.,�� , / ,,,5� I � I - --- _:, _:�. , , � --:Z4, -,!, . I \, / � /_�,�6�� , , 1, ,,, 1. / ,� / it. ,-�-,. - � I 11 I I 11 I ,� ,-- �, . I AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. /, - I �(_'�),�. �' �, 1-1 ____ ___� ---� , I . �, L � - - WA41 I ., I , 1,__, ,, ,,, I I 11 � _� - - - -- zzF- �Z� WITHIN 36 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. BOTTOM 1 1 � 11 - - , -_ - .... .. _ I 1- I -, ,___1_______ . I , , � -_,; r .�__ .",_n�,�,., ,;7 W 1 5. ALL SITE CLEARING AND GRU88ING SHALL BE PERFORMED IN ACCORDANCE WITH \ ill 1 7 wM - I - N --- -_ I I -- - �1* I I - * I SECTION I I 0 OF FLORIDA DEPARTMENT OF TRANSPIRATION STANDARD MAINTENANCE SHALL BE PERFDRMED BY EXERCISING THE FOLLOWING At /\ � h / 1�1 1_ I- 1�iU) t .1, 11 � 11 -1, , 11 . _�_,_: 7� _� 1� �1\ - � , I'll i � -�,�!f_' ,.� PROCEDURE� N 4" ,/ 11 X -_ . - I �_, - 4.,_�� _ I / �g bf-1 �!. i- I � , I I I I .. I I __�__ - __� " -_ �' 1, _� ,,' �A43 BASINGER FINE S 1 '. , �!,�-� ��-�� / / � I- so �,_ . � I-- I - ��,� I , \ I %,�11'7��' . _��_ !�!E__ � � / - 6_____i:�� I I f . _�� SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. / I 3 1 6� ALL. EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND 1� )"', I / , , //, X� , 1 74- - I I SCARIFY EXCAVATED BOTTOM� ,�k" I/ I/ -____7_______1P0 16' m� � I 1. P--- -, -----, U I � - - , _111Z_ I � �, . ,I WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD i�v / '__,__� 11 _ 1__"___�_1'1. . _:7-, _� "�'��. , � � -, B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO ,;V, I/ i I "�., 1� - . _� , ------------ INSTALL SOCKED PERFORATED i ...... � I., - SILT 11, - I , - I J ,,� ", ; ,." " I ,�,� � � .. -1 -_ �.,_Z-_�-�-�_ - ��7,__ � � �im�_-,��-,,�!, , -, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, / � I 11 , �, t�_ ____;A� I / -1- �7-, L_ � �iv 1:�:�z PIPE ACROSS IN[ FT THRnAT DESIGN GRAD AND SEED AND MULCH PER ORIGINAL DESIGN, � / - -7 _____ A __ r I _ . 1 '7 Al I C,Ii I AorAC f'�Dt'ATCD TUAt.1 i I Iklt'UrC IKI UrIPUT CUAI I OC i"AIIDMITM � / I '. I I - 1, - - '., �1 4 � N A � I I //� 11 " K79r, is � - V�e,590 __ �__,.,: P�,,_,n.,,, � �:��,r�*�_ , I I /I , � 4�1_� ,_� -- i_ , 'r � :'!A �', , - __`�_ IN 12 INCH LIFIS (MEASURE PRIOR TO COMPACTION) TO 95% MINIMUM I , // ��4, * ---- -I 11 12900 ---�,�,,,q,�7�--i____,_ � . M_�-__ � __Z��:� DENSITY PER A,A,S.H.T.O. T-180, 93% UNDER ROADWAY. I I P I/ 11. "I I ____ � 203,3. _z, . - � S '-z- � I 11 I � . .- I ___� , , i � � / '0126'06 VP W - � m"�,,��'. � -��,____ - __ I - - . _ -, S. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE __� / / � / I 1111-1-1 111. L 150J , �7t�lz,_,� - NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- I -_ ,'___�, / / / / ,� � �, I/ I/ �' ';,�� " :/ 1 lvu..170 1 S- I a It), �� , � �__ - _� I I I I I , DANCE I CTI RIDA DEPARTMENT OF TRANSPIRATION / I , , , , , ` ��,, � " ,',/ " I " ====] / I/ " � I I I , �� '�,�,,�r� ; ,V� / I I . ' -TRUCTION, LATEST EDITION. -:, , �,"1111 " , 11' ; ,,�;l - 14 80"! 4%')5 E - - __- _I----- I 4- / / " 1 I �0� % "/ , " ", ; " _�/��/,,/�,�,;�,,�p; 0/, ��,s/yg/n,/,/,", � i � �, I , _� Z � %L � ,g -- �,� , ) AND BRIDGE CONS , � , , � , , , I I , , I � "� �, �-,�, � ' SPECIFICATIONS FOR ROAL ____ , /V O' 50' 100, t ,00L'-,____ , , '�,11111 "'_ ,,,�,-,- , / I I � 1XII 2,11 - 9, ALL. DESIGNATED AREAS TO BE SODDED PER THE PLANS, SHALL BE PERFORMED ,------HARD SURPACE I ,,,_�� I'll ,,, .,,--. 17,26' ___ , / / / , � � P//,/* �-�,��-,,, 1, -Z,, - rll�� 1 /�,�'ll�1/1',�";/�/��"/�/�/�/1I %, ,61,,�z,�,�, - _ _"1___1,__�1:; . 4:�� .i, � I LE: 1 " = 50' - IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD I_--- e I/ 11 ,�' I , ��/,' I , 11��_,,; I _.. �f - � .:,��, SCA , 11 I- �,___��:,:-"�: 50' MINIMUM / I I / ��',� � ; ��,��/01�',�;�,��oo, � �, � 1, � V_, , __ _ I I I lli�,' , ,�_ - , , I I I / , I �,',��' Z, _ I- �_�!4�L�_�_�___-�;z I AND BRIDGE CONSTRUCTION, LATEST EDITION. I N % . 1 I , � ,_--,-"7, �,',��i�,,'�,��,�",��,.",�,�",�,:� , "' / " �" , - , ,,,'/�,�'-, "____� _,�,.,,.,�,, , " � ,:�, X�- "�";,�,'� `��_�x,� ___ - -- A. '\ f � ��,;�� - - :� "' - .1 / I Z -1, ,��,�, ._ '111--, ,.": ��:J: � � , � - - � _ ; 1. 1: � , ' I 11 I , I -- , � � ��-`�',"' '."-"',�, -"��-,,��,::',',,�� ,'�,: � � � � �,� , �""' ",� I"," ",.�A`�I: ',, : � '�� I , I , 17 <11 1 � , , , , �� ,�, I- , __ , �'�, �,z,,/,�,�/,�".,nogft "?p " , , , ---__,._ , , , � /11 Z �, ,�, ,� , , , 111,1�,, , , � �, I / , k , '� '� , ", I ��,�� ,,;,, , , ,�`,,,�,71'�� x", " ' I I 'M , , � I % I I � FINISH FLOOR ELEVATION$ ARE TYPICALLY 6 INCHES ,ABOVE DESIGN FINISHED oop� � , Q IR `�`-:`-�" � ,� �1 " , " "/, , �,;�"* §�Z'11 - " I'll , / :�:,�"�',"`,/ � , .:�, / � I 1 ; : IMETER OF BUILD �::i��.'�`,.",,:�'. �::�', � � "I �9�1 � � �_ - - -I.., � / / / � 11 4 ,� _ , , I �� " " ( � ::'%,. � I � �O ,�,',',' , ?/V - �t7j , � , �:�r:'' �, ..I.,',� '�'!�l:�"�!��":::��:��,�:�":: , , '�� ?'�,,�, � ___�z , - �;��,�:�,�,�*,:-,,�,� �� - Zll� �z ,-- -_ � - I 10� THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT EWSE �,�v��,�:��,��,��",',',�:�.'��,,,�ll":,��..,,��.,'��:.,��:�: I r, I � _ � 10"1P " " , W"M I - I I �, �,,�',;,�� o �, I ,, 'ja ^ , I -1 , 014L, R� COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS. "101- _ ,�,,�.",�� - , I " ,� /,� , 11 11 Z � 19/_`�` ", 1, 4 � ,�� ,��,& � INGS EXCEPT AT ENTRIES AND WHERE 000 , ,:�. , . .., � ,L j'g, , , " g,- � 111-1111 1. - ��/, ____�, , � " - 1-1.1111 �,,, , OTHERWISE SHOWN ON THE GRADING PLAN. I , , � I , . d__ _ " " " ` " , ,, : // / I � , _11- ," � ,7� 14,11,4III, i�'11�',',�,',`��`,111 �,:,;_ 3 . ,_,,� ,�'. , ,�;, I � �1�� I �.1171/1 "��, I " _ � �, � ,�t I ,��, , �� 11M-7 '11�1%1111X�, : IZI ,,,`�� 11�� I - � �1?/// ,-, "'; �,,,,:, �,�, 1, . I , �;� 1.17 " , , ��,,,, �`� , �,� " � -S) UNDER PAVED AREAS'WITH EACH UTILITY COMPANY PRIOR TO WE I 11 I :_ ,� ,;� LEGEND M / 4 , ,� , ', ',�',�"`:, - � STALLATIONS OF U`flUTY CONDUITS 6" MINI I I �, - � /,�� ,; 4� 1 12� THE CONTRACTOR SHALL COORDINATE THE IN5 / ,�� / , g� , -� -, ,,-,, /'/' , "', , �,� I / M , Y/�"//,�,Z� "IV (SUEEVE THICKNESS � '1'1'1�1�,1�11'1,�'11 / I 0/ ',"`� ',,� -,,,�, �o ��11�1, ��, � I ,�','� E ,�� - 'TALLATION. 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I COARSE AGGREGATE / �� / I , I � .. /I I", "I. � 11/10 I/ I'V / ,I 1, , r I I 1 11 DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE � '.I / � I : ��/, ";�� - I 0102 M,�`V/W 1�11/, �, : I , MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO I �'.. �/, ��` �]'��,�11A� '��,;/"/,, w/ � "I I / 11 e , _ ,11 , 'LIVENT ORF.3 �0099, / ., I " 11 /1�,�,."/////��`/""'�`�/��/��//�ll"I /� - " 1, �', � , EM -, �J , g� ,�/�, A ,. , -, ,___ - , '� _,:�;, ,,�:��//, ,�,� � ; SU ___ ___ ....... 7 , � " , K�Kx`l 111 e,5�-,-,- , O I ." --DRAINAGE F�X, , REA TO BE CLEARED DURING I � 0�'IIIXI �, 77 SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING I / / / , r 0/1 /��,,m,�� PAGE 516G, "Fif,E FXCE,PTION 12 ,/ ,/ . ///, , ." � " I I � �// , ,, " ,� '�� -, - ,�, - _��, � � , ;�� " �� ,� I � e 1�7�,�, - / , �. 11 , 6 � /--/, : ", / I I I , / I ,� - E I � ", BDIVISION IMPROVEMENTS DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE I TEMPORARY GRAVE DRIVEWAY i / , /M B/1'_ I 0 � ,"'V -1111, �.-, � �,,�\�-�,5, . , 1� � ��,t�, , 1.��/ ,//" , 11 : I I I I ��,�,"-,",�"; "', I I ffl'c " ;, " CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT I � I X , / " � , � � _ - I 11 _ I 11 I 0/1% q,' , - ''�,`� - 1; IV #� , , , I 4 ��`.,,/, ,�1�11�11 �`, ,,��/�,� D $ V/M " / � "' " CONDITIONS RELATED TO SUCH MEASURES, METHODS MAY INCLUDE BUT ARE I `��,��e,_, ... I z� , I , ,;,�� _X _X - � _�',"'�,-,��'�,�� 1�,'�.,_',, 2e�,,,�:�,�;,V� �, �,�� , I , 1_/1 , ,g,7 ,,��,'� ,,��,,,, !�/ " I , 1, �M�,,�g/ ,;g ,gg � 1� 1-111- 7_ : LOCATION OF SILT FENCE NOT LIMITED 'TO, FLOP NG SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT F , / , ",�/"�,,,,��,,,��"-",-,'��,,�/"; �"xz,��,� ... .... �,,,�,,,"'�,`,,� , , / 'WAL, �',,�"',' ,,,,v��,��,;"/ , / VFNQF6�,IWzV,0, ',-,';'1" /� : ,,, �,'1'11�`Ixll 1� _'� . 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MATERIALS, CONSTRUCTION METHODS AND MAINTE14ANCE � � I ;� lle�l , ,� �;, .4e"�, , �:;�X`�',"�M,�� ,-1�, ", , `0` " � , , ``� 1� 'X " / , �,,,' , �,?, '�,','�` ", -,,��:,,� :�"11'1'��,,,"`�N 1;��",��",;x I'll " , AN "" �`�,�, 1, ��'�,,�,/, ,',�,, / , ��_� I I / , , / - I '; `;Z , ,, -�X�, -, ", " , � ,/ ��% i I / ��O-:11,11,1'f"_��. ,��,�',,-'�`,, , ; .6 ,�� Z_// �,, �, , ,��', ! 4 Z'S , " , , �/ ,�� - ,�, , Y/-V,-, I I �. 2"r 12'�,t�, ", ', �, � I I I I , , , , , , ,, f _ �� j � , - , i "I" '�,�, �� 111'11ZIZ�I�Z�� "I' _ M//Y"�'/,� , , ��,` ",� : 1 , � -, 5',, SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT , , ,,�:�?��, ""', /,�:,,, _A;,�� , '�,�_�,,�,�';��,�-�/�,,, �� ) i , , , , - 11 �P I I " \ , , , , / , A �_ -ILi-l�e-l�"I-klrlil�-.11--.�. �Arll �-111--�L-kL-Pl�,�,.�,,�Irt-�"I �/ "" � � 1\ � " �/,4 ", " ��,,�,,','/ "/z �- , - , /'�/ 1��/' �,/�,�, , � , ,� ,�� /� �',� �,�/ � I" , " � ,�,�/ ffi�,'�,, ,/ V'ii /_ ' 1, , " I Zl"�,'//�� I , Y, �'/, �, � /11/11, �'� I , I - I I / , / "' ,,:,--) , �11 � �, I �,�,_,,,,--`,�-�,-,�,, , - " ,0/ llwl// �, ,,0 ?,;�� _. I 'Z,:,�? I", �1111'1,��, , � � '' ,,��/,;,��,�� X, �� F,-,.k , � __,", _` , , , , " 11 I' �, "� � ,� ,,�,,�7/, "'I ,,,, - , �,, �, ," I , I '' 1� / " "' I , � ��, " ?, , , ,,,,,: �', , OF TRANSPORTATION STANDARD SPECIFICATIONS AND , " " , ,� "'��,`,,�O",�,;5� . ...... ,""", � __ ,:�,,��,, , - will be 5,66 acres, I , /" " , �;',', '�;y�'R;�,,`�,, , "�:�, ,�"�,',�,,�;�,�,,,�',,'� , , ""'�?,"�,��,,�,,",�,��',��,-:', ';",�-',-, �;?,� 7 `,,,��-"-',,'� ,,,,'��,� ,,,, " I /g �,,�', �__11� 1, "' ;,;;X �' ,4,�,,�,,�,,�,��,��r �% , 1� � , DESIGN STANDARDS CURRENT EDITION. 1_11.1111111,�,� ",;,� "e",��1"',-l-,11,;1'�-1, ,,,g I " PTRACT A I I �, '' , , �,�/,�// I I I '"', , O'�� ,� , I" " ,�__ � -, "" " �, :1, (, , '�, � "?,-�,�,,,,,�,'�,�,,��,',,,� " ,//""I RVATI AREA -,, ". 2, CONTRACTOR SHALL PROVIDE SILT FENCES i , , �� V I I UFT ST ',/,�,,�:,,,� , � , R I __/:: "" ", 1,1 �,, �,'�, ,,,,-.-',",�/�,�,�"",?�,,,,,,,""","�""",,-,�,�,,�,,:,,,�', " I , �/;"",��l',�11-11�,��"I'�""', "`�`,��1'11�`_ , , , , � , 41*4� I The project oreo is 132 acrp�sq. The area to be disturbed TRACT C I I / / " , ,�� ,,"�,',' " x/ ��W,,,�g,; I I " 1, / : I & , , _ � " 11 , I ATION /I '/ 17 L,, -� � , I , ��"' ,�`� ", ,� ��' - � ,� ," ��Lft��rq 11 I �,o,, -, , � ,, If ,,,�� ON , ,11ts // , _1� I � ,�,',,',,,',,�.�,,,,��,,�,�,��,��, � � " , " ��',,',,,,,',:�; �, �� ,',,,��,��-�,/"",��,,�,'�� "', " "' ,�' p ', , �,i� 1� _-on,�L.I.xi,_ n ,oil . "I � j'1_. -Lit LtrLale,A_Fiuuc�[L�r, �ti-_q_�_D-0- tp- 0. 03 AC �/ I I ,��', ,� ,',;,� ',,`,,'-,�,'��,��,�'��-, ,", 16"�k I IF ,, �!� ,��,,,,�','41,��:��; ��'�,�/�,,��,�x,�,� -, � ,� ''g,,��', �;�g ""- -"�,,,�,,�,�� , i " �, - , I "', , _��, '�' 4.01 AC P I I " , -;,`��;,,��% � �'z,-,,� � ,- � g� , " , ,, ," A ,,� �,,��'�,��'�,��',,,,,,,,"""��, / " ',� , , - '' � , ", , " , ,_�r . " AND SYNTHETIC BALES AT ALL STORMWATER , � � / / I/ 1: I �, " " ""' ""',;,,'��"/""""��',�,��/"��;:�� ., , � ,;�� " " ��;, I � ,, ,,';:, �1� ;�,��,.,,',,�,,, " , ,�;�, �,;�,�,� pll 0`�'k , , , , , " ,;/�,,//�,�,��,,;,,.' ,';�,",�� I , � . �, 1h,-,, ,�stirnated runoff e,oefficient prior to construction I I ""I'�ll,�""-"?,N,l�1,1�'�'�,,�/,�'�,'�/"",�/""�/�,,�� "",,",, " - - , ,:,,�,., � . DISCHARGE POINTS FOR EROSION CONTROL : C = O�20 � 11 I I ""I", 1, I I " -'�'��;" � �' , I 1, 11 '',,,k�,�',�,/,,, Y,�'. r ,:* -,,,,,",-"-, -,�,,"""', ,��,��,'�,,�,,�,��,,��,N�-�;�,�,��-,�� ,,,, �,,-,�,��,,,,,, , � I � I LOT"�,,',J ,,,_� ,_,,'�';, -��,& , ,�, I " �,�,�,,_;�� ,",::, , - "" , , � ", �,�4�� ',_ ,�� , _ _�7'; , ": , '' ,", ' C' I I �11�� 1� 1�111�//1'11 11��"� � , � � " , ��:�� , "', I I ; ��,*�, 20"P;�e �,� 20%� �:, AND SEDIMENT CONTROL DURING CONST. 'm , 11 11 , � , , `�y `,� �/ - � _ J ,�� I The, �,sbmated runoff coefficieni after cunstruction, C = 0,50 to cl,tenuotion Pond, I = I , , ��` - � ,� ,f , A �� \20-0, 1 1 � , � --,�,,,,-,,, " -, , 4 � , 1, , 1, I / " , ,�-,,,�,,-,R�,� , &omi�ftpi�IAL"�"'��,'�,�;�.,:�"',��,��,,�, - � -, ""�' ��, " N, i , _� ,� � V" , , , � , , � ", y � """', �,.,-"""��:�"""��;<�/"""�'��,',,, ,�'�'�,�,, " "' I 3. CONTRACTOR SHALL ROUGH GRADE STORM- Z� �,O,,,,�,,, , � " ,� � � ,e,�,�,_, � 11 I , , `��, ,�",� ,�,��,',',� ,�,, I - ,g ., , , ,:":,�,-,�,',,,,,��,�,,,,',,�-', I ,-,B4O. �� I - , _0'��,�?/'�`_' `� " - '�� 1'1e�,;'101,511 " 1� \�'_1`121?21 , I , I Vol �� " , I/ ,�,f ,`,,',,,�, , (V , ""'? irorn Pond, I , -, , / , (I,, " , �,",� �,`, - _,,� -, , , I v� �_ � � _ I ated, mnoff ,-,oefficient durinq construction: C = 0A to 0,4 / . /11 �'�' ,� " ,,,_,��',`, _',,",_�,'�,', , 1.07, ACA , ':,� ,, /-.' � 1/�� 1"� _'n1�'11;?,-,?1::� 11, 0� � � �,3 lh�, estirnt ,Vr///� ',/g% mo" � , , / , . '', �� 'R, � I '�-,�,, ��,'�'�/.,., ��,;��;�,�, , ,�, ?W , ,:1, "', � '' : , ", " 11 / � /_� X ;��;�4��, I ,,, , � - mn , _� �,�',,',',�,��Vl', � , �,� le � , " - "" , "";, , '' i , - - / I ", , , � '"' ) - I WAIER SWALES AND RETENTION AREAS PRIOR I , , - , 'r -,�,,_,xv �, , " ", 4, 1 - I // , -, -, ,:�:,,� � � �,"� a Fs� 44',,,�,�,,t,,M�Fy/ 0, , , " �z , , ;;, �__'- A 11he �-Y,istinq sioils are- listed as Loke/Astotula per the USDA Soil Conservation Service -,:)oil ; 1/4/ wo�' ��,,' "":1,�"_',"",, , , � ,� ,� , ,�.�`�"?//�', "7/,,5,//"" ,,,,, , , � , , � Rpgv-� /",:�� O� �� .,� Ix 1�1 � � � �, � �_,,,_ , , � � � TO CONSTRUC11ON OF SITE IMPROVEMENTS, , - �', , I , " � '111111 I I " � � - "/, ��:�5"�,', . , , , , , , �:��,,��",�,�,�,, ,?� ,,� � �� %/ " , "", I I I -, , , , '�` " , �, " ��,,� � "-, � � , '�',�,',�; I _,%,,' ,� � I ",-,"�Ur"lley of Orange County, - 111'1'1'1,,�,�,;�'/ ,�� ,�; , ,� f I - I I 00 ,� �' """, , , ",;, ,�,?,O�,�,,��,�' '11- , , " , " �,'�,,,��I/�/ffl f, �,,� _,,1,'',�;,/// � 11:1,1�Alll / - , ,�', � I I , , ";�,,��,'/,�",'�"","�"'�,"'-',',,�",�,",,,�'�',, I , � 1�, ", "'' �;� ", "', , , � - �'. �� , ,, _,�_, � �Rll � �', __# , , ", ��_��', _� I I , � , - , , , ,�,,�,,R . ,.r., ",",, � I `0 �-' " , �, N_ -n , , � , " �� wl,�,,�, //,�� ,,�,,`� ""',�,", �, �� ,, '' , , , " . - I , // . I _,v'��,�'�- 0 � ''" '� y� " -1 -_ i �, ,""', ,A: "', , ,.,,�',,',', ,;,'� " ,,' " - _-?� 1�'111�,��'?'��,�'?' ', I �, -1 4. CONTRACTOR SHALL MEET ALL PERMIT CONDI ONS I i I It � I I � -"�', , ,�� .", �1,111 � � "I ___�, , , .�-,',, -'.�,,,;�,,��?�,��'�?,,",��,'�,''�?��. / �5�",�.",��,,;"-�',�',,,'�', � � , ,, `�,�,, '1�1,1�1//�/,� �, _� AS ESTASLISHEO BY CITY OF OCOEE AND ALL I , � I ,,, -, 11 �, ��`�,', ", I", ," I I 11 , ", �� "I I I �/,�� '� ,, ,, ,,,1, I ,; , " _ , __�l �i a .1 I I I If 1, I" , � I ,�,,,,� , ,� �� , , I I _ - 4 , '/ _ ,� X"", -*' " �,__ _�t__w , I - :r:0- 1111" �z _ , , " �, � �,/, ,,,,� ,X� , , , �,,��,,� .. - � -, _ � / , / � I , . , _�, 'A : " 6 P�,,� ---_, , 11,17", , � I I , I '1'11�11 � � YF 1�11; �_ , �,�v .. -, -_ ,/,�10� � I , I I I I I I 0 ENCIES, INCLUDING BUT NOT , " O� I - 'N , , ,�,'�`�`,,`:1,111,� " / , , . I I 1� �, sp,r,1 � '. , , _�_ �11 �,�� 1�/ :,:,', ',,�,,�,�,/� �/,,�� , - , � �/ ;� 1//� � / /; � I - _� _cwer sheet of construction plans, '_ _ , ,� ./ - / - , , , " m, xl&//&��,'��'�11'1' �`_ � , �" �x-�, �,�� ",', / elll� "' I , ,� � IM/111 , � , I I -"��z�,,,��,,� .. LIMITED TO CITY, COUNTY, FDOT. AND THE SJRWMD. P/1 I / �� ,'V, ",% �` " ", ,�, " , , , , I '' I %. " "", "'__"_,,/,'�" ,-- ,�,� " , , , � ""?, �� .. . .. . ��'!,' "� �,,�,,�'. "'o , ,,�� , I � , / 4� / ,�'_, Nl.,�.��, , , ,'1,V,�' � ,�� ,,'-� �,,,,� ��, " I , � " , V�' � ,,, , " ", � , , ""', -,,��f, ", �,�,,, ��, W "; � , I / I �1' `�" , , "" 1; f --��lg�k,Yiia-Agt-P-r-�LVtdLQ-c��l-A-rg-Q,,z�: I / I H I 1�1 -J,,�'�'1111 3�1`1 " m�,,M"":��',�""�"��""-,�',,,,,,,::�� , �, - �'��,,-�- ..�.* / 1, 1"?V",;'�X/��ffil��,� o� ,,- ,��,%, ,, " , _ 1�1�1111111 I", ";:�� // '� , , ,� ..... 228.75' 1 1he ,�ite is diqchorqinc,,� to the south to the existing wetlands, t / , 5, ":,_'�, , . - - __ 11 � 0-:'r I'll, 1�,�,�', ", 1, "", �r , I I , '' -- H ..* � V�s - --- I "I 11/111' � �, I , -" / / : A - I � , � I I . '�, / 1 , ) / " �,,` 1 861 8140$1 W , � , I I Room .1 -, -- I / "I �: I ��/,�,�.,� �`�� , - 11 '� 7 v `�111'11�/R//�/,, g �,, � F.O.O.T. INDEX NO. 102 � 1, � /4,/ , ,,, "I "" , - �- � CV C� " / " ,,�,,,P�Mc �/11� ��Xg?/�g/g/�/,"' 4 _�, �, � _N - , , //" �,, I Z� , � i I SS �',A 1�� (b, � .,. , �ONTRC)L��, :, I 11 , 0 / I - �� . � ____ � � - � I - -----_ I / i / �� I I ,'��',,',."' "'' - "","', . -,----- , , / - v_Z`ISTORMWI ,,, ", � I _ ': ,,�A TER,'�,,, , , � ----,-, , , � , " ", , � ,/ " , �, . ,", I " 7 I , ,�� . , �;_ ","_ , 1, 'A . __. - I / ,1 I ?�",'��,` "�;,�� ,�11�,'�" 1,�U_ � N, C 1, 11 "I��'ll,�",-,"."17-""�"-'.",,.-1%4"'/'-I 1* ",� I , 0"a , ,�""�,,�""","",��'�,,�',,"��,�""",-,� -?,� ,�" , , , ". �;& , , � - , , " _'* _�� , ,� , �. 'S'S �, ,, " .1 ��,'//";�,,M'1�111111� 1.1, ", "..", , ,, __" ', , '4 , , � , "", ,o� , ", _ ,4 . 'L JqrI _roj� / �� ,� ',,",: , , � �,,. ,�", , � � , , ,��,�,� ,�_�__ " " I X ,V /,'�',�,,_ I'll ,;,,� ,�, , , "' . �� ,�_ , 4_� ", , " � , _, , S '4 , , � _�LqL - --,P.E,�L-a!L�iriLtri.(-�il��'fit - I �;/�X/o " � _ , , ", _,, I � 11"�,',,;�, w"", " , I � ,", 11 " �, � I "" " , , j ,r \ ,��;�,, , - I - , / , , - I // - , 11 /� ,;�, I -,�,,�,�� -;, , - , S I I '�-�',, :�,�,�/� -,�� " �, -` - � ,/, , ; � � , - I , "...� X� " , %�, � , 11 " , �11 " , , � � - I 11 1� , "', � " , - , ',,,� ,,,,��,,, . I , , 1,,�,�,`,�,�,,,,,, ?',::` /', ��, %�,,, ; : , " , 7 _%� 'b Q IMPLEMENTATION '' ,� " ."', -, - � �"/, I �� i ? , ,�,� 7� � , - � , I I .'�"n,�,�,,,z,,��.,,�'��,l��.�111-�,�'- � I - , _ ", , / 0 , I A� - IVITY AN ji.ning th,? construction operations, the fallowing control measures will be used to prevent . ,�'� _V, ,,�,� r,�', "" /" ,�,,,'� 1, �� I ; ,�,' I" I '. -, , � ',,� � � - , , - " I � I , ", , � �, , � , ,,,, - ,,, -� - ��,,,, I � �/ ,�,�;� �1� ��""",,, I I / , ,U) . ,,��,,�,,,,,,� ",�-,""?,"',�'M 1�g,,05,,,;�,�,',,��, �,�,� , � ,,,',,�,,,,�"","�,,,�, .1� , I �, :� , "', _�� , , �"�� _,�V,,y;�,�,�,-`,��,: � ,_,,,��;��',��,��, I A6 I �', :� � -`,,� , , �, M IF �11 I I . , ,�/ - � (0 � � - , '/� ,�L , , � I ", , erosion ond Sedimentation: , q') 'I-) "", ", 11 I.' ,_,,�/"""1�11` ""Il;""",�"I'l�ll,�:�",,, , -O", ,< �,�'�,,,�:� IV,.. / 1. NOTICE OF INTENT(NOI) TO USE FDEP-S NPDES CONSTRUCTION GENERAL PERMIT � 1XV, � M,,R--;Q" 0 ,."',`��',,�,,, ,�,,�,��,�,,,�,,�.,,�',,'�,"�,-, ",;" I , , : � " ,,�: `,_�,.�,, ,,�"O�/ �X,,','' �,�',�.'��,"� � _', ,""", I 11 ;,, ,, ,, �: , --;"��, . I � I " ,,�5o, ,,,,;,�yl�o,�,,, / "I. "I I �;i�,��//,g�;/;� ,�, ,� 1111,1�/� - ��/,�� "i`_�"'. ." "'k / I Clearing & grubbing v,ill be performed ta minimize the impacts to the / , /'�� , ,',��',,?��?��,�� ,�,�"'m,��____ ,11, , � ,; "" NEEDSTO BE SUBMITTED TO FOEP. A COPY OF THE NOI NEEDS TO BE < I -/,-o,W//,-,,,,� �_�,,,,,�,,�->,, 51��,��`;��'l 1 1 * � ,�: �D I-Iy/ , I ��,/, ...... ��,% ,01� , ,/;, �: ? / ��5,�,,�,,,, �,` ��, � � � �: "' -, - X / , 001/�?/� �,) 0) � I 111 _,.111�' E I I 11, , , I `X I 1.11, I I - 11,_��/' �, ;,� � ! � �,� ,',�` ��",?,:, �,� I , , , " , ��m��//?,�ll,��,�,��,��'I'l",��:-,��,� , -� ',,x, , ,1,1 'I'',, , , 1 I 1'/ ,I �7/,// , � ,� , - � ,,� " I � , �', _ � � , %:"�:�_',�,,,f, ,,, I unprotected areas exposed to erosion forces. Construction is limited to areas of I 1, I I -0 . _ �� , �', , ,,� PROVIDED TO THE CITY ALONG WITH THE APPROVED SWIPPP CONTRACTOR'S - 1;11�1�� 11 , 11 11 � � � �, : ��,�,, �,,',,,A'X/,'1;',', ,;�f�� ;, ,�';;�'�g rlearing, / I / 1, � <:i FV vl� I" I %110, , I _ , ", I I I 'I', ,,,, ,_ - , 1� I LP C,OCEA s,roPvw,,,rEF? Fwa . � I 111 ,,�', � �, ,- M ...................... � NOTEBOOK IN ORDER TO OBTAIN A CITY SITE WORK PERMIT. A COPY OF .V - J ,X,&, 1� " ��I ,",,�,_�, I "'4 " � �,,: - - - - - - - T..J 'I'll., ........ 11 , ", I � ,-�� , '' ',',"�,�,;','n, , X, � ", , ,/, 'W,60_",��,`�,�,, '' , 0, .... ..... 1- //, " �,�y/�" _ , , " I "i ;,""', " �, ?,�� X, �7,,�, " , ',"�, �' / I . . .. .,... , Excavated materials will deposited in a manor to avoid washout frorn V �'v 1, ,,�,' � ': 'i I , , ";? , , � , ', / , , O/ 'N' � Jr 'LESS" PA,CEL ..., .. BOTH THE NOI AND THE APPROVED SWPPP NOTEBOOK MUST BE ON -SITE I I I , I I 'R , ", I I ........ - , , 1- ''I �.///`/`/"��. , ,,, ", � , I � , , - - W, .-A MWID AC,'E"3 R�OHI OF WAY I 11 i� / // -'--,' wo. I il_1*7161�� ,, , . . . . . , . torrnwater rurroff, Ali stock piles will be protected by sediment containment devices. I / , � � �� ... I" � � I I I �� .. . . - � . * * / I V�.. I I I 11 ", ZP4 0- I I I 11 11 �', ��,P_6, 5452, P,%OE 2e25) . . 3, All Irainage strucAures will be protected during Construction. See the erosion .� // ,, ��, - T . . FOR REVIEW BY THE CITY INSPECTOR. - - I antrol and grod n, specifications listed on the approved construction plans for this �, � '1�7 - I 11 "I U 11 I I ".. "I'll, -?-I .Xp,' I .. � U i 0. ."� . ,Ct, " � -- _J - , , " �,,�, I " 2' 1 7. & ."� N 84# 5, W . �_Is I ... - -1 � I . I proje / ,,,�� I '' � ?�, �;, - ,,, I ��, . * 8 0 . . ;I i '111__',�;,,_', ,,,�,.�� , , " - 0 4 �p W . // ) 11 :��1.1741,71, ��4 111, '1,1 I /. .-, I 52.1 7.37 V111 . 2, INSTALL EROSION AND POLLUTION CONTROL MEASURES. (i.e. SILT FENCE, I " , I . - � I / I I I �,�_, 11 , 1. "' "' _ " I ..... I __� � _/ I 1_7 �*�,_, -1 , � ,,,,: . . / 1� / ,1� , ... , ALES) � 11 , �,', " , � ;, ` . - " , 7,�:,�� ,-�1111;11,17,,;,,, INLET PROTECTION, & SYNTHETIC 8 � �,,,� - '.7, , -,�Lq-rm&gt-e�L-M-J-nggg.ine-t"�'t � I ,�',, , I ! ____Z5_ � . � �R_ - � , � 4� 125* 1 _,Z 1 , i � " � , .1 1 I A = 8�5 (n /,, , '' i � �_ " ,,,, I "I 1� I ��,,��_'_111_ I - - � 1, I � I � - I � 7; - --Z,2�;- � 0 � , I , , 1, � I " , , " 11 =. � t /' I ��,� " I", R . 95.00' � I , I -- " 11he ,itormwater ,systern will be handled through the dry retention ores on tract 6, ,�,� " I "I', : I * -P-. 1 3. CLEAR & GRUB SITE. , '_� -\, , ,� " 1� I �.. 1, I -0 . � " " / / ,,,;�,,,,`,,:�: L'= 140.81' 1 t I '' lil:i,�i��l,�illi�illill!,:,�;�ill!il, . I . � - I " , , ,,,�,,,;�,��,,,� .N , I U , t, � �'��'� 11� �; , , ' ��_T`LA,yc,S � , tl�� ,&L'tl� tf.Qis, � ; / //, ��", �� - " * 11 I ",� , 11 .. ..... �, t _��d � - � "�,�,, /", ,�' I I � �, ��1'11, "I'll I Xt " _______� 4. GRADE SITE, INCLUDING FILL. ` � , / llt,� "I'll 1�1�_, . � ..& I , I I / /I .,�,��"/�,',,'�,',,�:""�,,�"",�, � � � � ,,,'�,;/�/�,,,�,,,,,,,,,��""�:,,�,��""",,-,�, tNk ., - . 48 SILT 3 I I __ � , I / �,��;�,�,'/,�' � "The, contractor, at all times, will: � /. . /,��,,� 11 , i,,,�l �,' � , 4,��,*� -, _1 rn , � . -1 11 Dispose of waste by oppropriate means. / / " i I , ,- I i , /11 , �"",. ,,,,,. N ___ / -47 FENCE . '� 5. STABIUZE TOP SOIL WITH SOD/SEED & MULCH ACCORDINGLY, I � � � I "I �', L;rnit off-sitp, tro�_kinq and spillage, I ,� 1_� 1,11 4L /V #3 BASINGER FINE SAND * � " I /, ��;�, , � � 6 3 Dspose of sonitory waste by appropriate means, I, �1' , I '_ __4_", I �, I ,�"; tP I 14 TRACT A I It ';' I / "I, 0 � 4 Hire only certified technicians t,,, handle or dispense fertilizers and pesticides. ," �,`,, , ,S77*40 09 W 0 HYD. GROUP D ��, , , I � il , - �; I I I I : I �', , I , �', '�;top W�qk when Pnco,interino a spill, will not resume until directed by the project i � , 4 , 1 11 23.28 1 4 sr I .?, ,,,O,�, �� I ,, " : 11 ,1 .,.,�,� I '1� ��* enqine(�r and have the disposition of the hazardous waste be rnode it) accordance with, all t i " �e_ �,,_ 1_111 � I'l., - z : LOCATION � 1_� �11'! 0 - � . le. 14 U1. : tPquiahng agencies, �1'4,1041 " . , IiiIIII0 I � - '_ " - I j-q-tg-c�ll-(,t-Lj��q,-F,iq,tl-l-kr-,ELr--Mil,!�- ;K IV '' I", � "I - I - I ��, 11 11 I , I-- -1 I �1� 4/ Al 0J saa a& I ": LATTITUDE 28-36'9" N, LONGITUDE --81-33'5" W !,1,__,,,w__rqteA_,5 - ..- ,,,� . - <,\ ?64 '. �. �,�, �, 1 ',4,� --",- 61 . �) i 11- , \ � 1��, , , "P o' _.- . I .4 . � ,/� 11 - , �, A,.,', ��-, 'R�,,D_ "711S PRaPr,3;, ;?>, 4t � I Tfv, conttoctor is to nd-here to the following storrnwoter permits that will be issued / 11 � 1��, - __ 11 � y I �� _____ - -, CLoac 'PrION ro " IS Af,07 0,-,,, 17 0 P 4 1 ,,�,'� 1�,�� , - - "i u Ej I R -_ 61 P/ I DEWATERING �, I 1� A Nop� - I - I )hn's rive - water Management District 1, I ,� I ��` , AA1Co,,,A RT,r a,, P)F Sr�7,1`Hls SUR . S60. � &A r ;i,,!IV sus,JEC�pi.- AR , rroiect� for this � � I , t�sc;z� _�_ ____ ",_� . " I-' I � %, -_ - � ,>> I 5�t �, I Pop CL - PROP I ,"?NED 0, ,,__ I I Jc .t / I = - "': r 'NS - __� - I 0 .4 I -, 11 a 33 32�3':�� , , e,qANa,,, " S 82749151 W 93-06 11 t�",iiy of ")c0ee "I � '__1 - - -ocod 0 Rcoou, I �t)- SU&,Zar --- ;1 if / - " 17 - _ \ - R = OAD AJVD svp , HOWEI,r PA,0 - - -- I -�� -P Ito -, �� - 11 SrA it By', R, 4 CE4 IS _ ___&__ I - I P ', Oronqe.,, (�ounty 1� , , _ __ � \ - 25.00' __� VCYROAC) S AND Its ___ . It -�, FOEf" -- NPIDES NOI /14 -_ -,)/ 1� L = 14.64' 11�,1�11� --- --_,:rl * LA REGULATING AGENCIES I/ , I --_ 0 11r, ;.a I / , "Y I _,_� � - � .0 `� / C� I \ - 0 , , VAINTENANCE I 1 .7 0 , I � I \, \ I . 0 .,2 I$ I I SPNA,� ,k��;",C , - -1 14 %_:., 'or !he ,,,,ontro(-Jor shall be responsible for implementing and maintaining all pollution and erosion I / � 111-- INSTALL SYNTHETIC n-fIs L _____� 7 �O - ROME o�,,�,�EI�E S�?ov,,v -_ 0 A- , A will be token to record any deviations frorn permit � " I A,vo osswA�, , AS -pR . � crdntrti� d��Vil-e� On a d_"ily Inanor, f,", repot ) / BALES RANC,E OPI T), OpeR ry LINE � I *4 corrioliance, i / ��1�11�N Pe 1;t, 111� 'lop' I'VAr C" ')PLAy�_ /V 6,.�,. 1 1 cm THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT , I GH I 'Ill "A Y MA 11110� PCI�_,�,_ OPA�,, - - \4�_ 1 1 , I I � '1-6,_ ct'A "A -� ;' L� gUN rl, � " tv 4 .2 GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD 13Y 4 ,�'Zc�"k_ �;Zl THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES C,�,�� - rl`�PECJIO�-J I I ,:�r 2,9 I____ , ,, RoAD � ___� 8. A 8 031140 1 i __t� - Z_ . S - I NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTIUTIES SHOWN '/� --------___ ter 01 /1, st"te" 9"Cr, / I lr,,P� -,,,ontroctni, shall inspect, all pollution and erosion control devices weekly and within '14 hours ____ ---,ill. CS C'n ��k� ON THESE PLANS. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT ofte,f a roinstorm in e��c��ss of 0.25 inches, The contractor ,Shall report, d list the I ------, 1- - �esvlbed b� ORB 4506, 09e � TORS RESPONSIBIUTY TO NOTIFY THE VARIOUS " ,� - I S (Ofvt�ctive octions token to Correct the deficiencies, These reports will be submitted to the, \ A UTILITIES AND TO MAKE THE NECESSARY AR RELOCATIONS all findings on C, , eInq;[If�(-Y ftl�( re,vle'Wr 1 , \ C, �4�p` 47S11-2�'7MIS ,,Ji ,4E ... t? kJ?4/,,R00RNEQ I 0=000 .NNOW".0 � �, I 01� su,,�y REP I OF THESE UTILITIES WITH THE OWNER OF THE UTILITY PER SSOCOF AND F.S. 556. I_T"000 s-,E , " - I I I I , IRFYFREN(',ES I "N,, 701 Y I , - S I 49-TAL 13VLIDING I . I � I lt,�(--,, �'Ionstrwction plons, will) specifications for this project are hereby referenced and made a part I I I 0 this, plon, - a I J \ � _ __ __ � _____ - .-. _.- ___,.___� -.-- I I - I I I I I I I I I I � I � � I I loll ! i 1 6 (-) C3 U C3 C-) i I W 000 W W t i �E Z-�C: � i I I 000 I i 43 Atl Ad I I I LJ 0 W 0 W 0 i i I si S� !�i I ! 1 L'i 6 M 6 m 0, :2 op Z 2c, ! Li R� 3:: MM .Z� -1 i i 1 Q C"D t; -1 t� -1 t7) 0 I U_ LAj LJ Ld W Ld W i 1 i ;>- t-- - 0 U 0 0 U I 1 (S 0 E i M LLJ 0� UJ M UJ CL CL a- 0- i i C21 Ld V) LM W V) m W (n 0 W V) i , � ; i E E E FJ i ! M M M M __ -11.11, � �___ - __ i i _-___ CD 0 ___ C� - C:) ____ ! � ! i 1 - C:) " I-, - 0 04 --- - C) '-- - I=) 1� M � � i_� - (4 co C;� ,_ cr) - ,-� - V-) ,-, �< = i I I _L__L_1= C:) CD (3) r- 0 C:) - -.- - � 0 = C� cll� , ,4 ll �_ ) ER M I,___ �,�� t,5 " C-2 En P tz) 1`� 1_q - u C-� (D I C:� ` r", 1� ,- C, " I_-, 4 I , . = E� I- 2 I-- ... A , , W "' = r- !:� ---, ,��, I-T-4 44 9= � ,� ;I ,g E2 U �Lj g C, = 11 9 �____q �4 " r- C,2 -�z 'i=�'Z` r,�� _�, ,o-- I �4 t_�, I-4 - I- L) a _"' 19 1._� 0 = fe� __:� 4l g3 R a- U 4� �� ,Ak 8 = <1' _21 CL k 2: 53 " CD S%� �_ %, = 0% IN 0 ___ t%- L'i I ASS, (:Ei q %, 01-1 < - r -4 M 0- '. 0:� 2: 1 0 t J 0 LJ_ F-_ 6 *74 - 3 LIJ :1D LJJ _J N 0 _J %.. u-- U 0 0 0- F-t I W-1 0:� '" LLJ :N_ �_ q < 4 q ::�: C1 =5 0:� U 0 �__ V) 1,41'to, 14 'VAtp,17011) 8" ,�Is �� -.-m�-% 4. ��'X' " � � � 'I. , , I . � , . . 11� . \G �(-,' , . �'&__%_,_4� . _1% . - . - I �. 7_� 1 , � ' I 1� � I ("� " ft',� � N � ,27- 1 Ir -11 - I , � � '. , . � I I I I , ,Y� � , 111i -0 " C� � i � . - ,-, I I r � a J, � I �) � . I ,� ,�,_) . ,,( ..,("�,- , - " � . ,,� - '. l,� I � , ,�: , 0 1.1� -, 4 , I I", , . ,\ , � I , \ , � ,,, � R�:,I ,, , , �,�,I, � , 1\1 -, 0 , t , ...,r.* (-X , ` , _ , -, . 11 �,��,� , I , �� " f� ,� " ?, I- .1 1 � , , I" R -A , I I � A . - _�t)N, PE � REGISTRATION NO. 42752 SHEET: 9 OF: 18 INSTALL ARROWS PER FDOT INDEX #17346, SHEET 9 OF 14 ftAfto oiv INS TALL, RIGHT TURN LANE R/W IVA 11PA0 P Pr?0�VSqUVryr NSTRUCT EASTBOUND Cr 4�3'20-6"O_WAY 011JTN 6"I"WHITE LANE LINE 3 INSTALL 6'-10' SKIP o-, - q- WHITE LANE LINE CONSTRUCT C 50- RIGHT IN/RIGHT OUT 0 'A DRIVEWAY 7AP INSTALL 8' WIDE CROS� ALK� PER FOOT INDEX 1�1 7346 1 101 E S 0 TIJ, 'AA #3 BASINGER FIN W2, jv;"'i HYD. GROUP 0 Zt 24" STOP BAR 30" STOP SIGN 415 W/RIGHT TURN ONLY' P 6" W -0 N .50 CONSTRUCT S-- 7�!26 1,8.12 N -80*1,4'05 it RIGHT IN/RIGHT OUV DRIVEWAY 17.26 s:11 "y A. C&OS--__ R_ C 01 es, 50, 100' 4 ------ 6" DOUBLE q SCALE: 1 50' ,�(ELLOW STRIPE Y/ 4 STQP BAR & & co 24 LOT 1 30" STOP SIGN URAN�CE EASEMEN r ORB 10099� -AGE W60 lz INSTALL CURB RAMP COMMfIcIAL LIMITS OF ADDITIONAL FULL PAVEMENT PER FDOT INDEX 304. C SECTION WITHIN RIGHT OF WAY N t1ld'29'02- W 142/. DRANA13E EASEW-14t ORB PACE 5170i�_l rTLE EXCEPTION 11 777 LIMITS OF OVER LAY WITHIN RIGHT OF I _N A- L—L -ID-E _C_ R _0S S-W` A — F F*. EL 115.50 WAY S f iLK 23.5 PER FDOT INDEX #17346 1 0 to oi* "I A 44 ... ......... 4 �4" STOP BAR 10 30" STOP SIGN i INSTALL ARROWS PER #44 SMYRNA MENEM i HYD. GROUP 8/0 i FDOT INDEX #17346, 00 SHEET 9 OF 14 7 Nt)IALL 6" WHITE LANE 4V N J, Z EXTEND NORTHBOUND' 9-15 40 LOT 2 RIGHT TUR N LANE ------ COMMERCIAL � . . . ....... 1. 02 AC *LL!� I F.F EL 114.50 V F IINSTALL g B:t �3, L 6" WHITE LANE INE, 1 0 14 i NEST, �,01 ,ert,) 0 #54 ZOLFO < F6614iiiu_6 -S-"-O-U-T-H--B-",O,-,U-N---," 11 I'll k D� LEFT TURN LANE it HYD. GROUP C j' A,) -XI V 2 -10' SKIP INSTALL 6' V 'WHITE LANE LINE 00 - A, TR A C T C�A / 'I, '? _ �j A % L/F7 STATION CROSSWALK 'STA: TRACT A Z:CON'SERVATION AREA PER N.T,S� 0. OJ AC TALL 4�01 AC FDOT INDEX #17346 N V �5 "'SQ. 6" DOUBLE LOT 3 NOTE: SHEET 9 OF 14 1 TYE�!L�K�S��'PE COMMERCIAL 1.07 AC 1, ALL, PAVEMENT MARKINGS WITHIN THE P.1% 114.50 INSTALL C1 A4 117- R/W SHALL. BE THERMC ,'-k,;TIC ONLY, PER FDOT INDEX 304 MAY A �11 2. ALL PAVEMENT MARKINGS ON-SITEE BE PAINTED, (Pri CONSTRUCT 45 ;? 19 IT J i FULL ACCESS I DRIVEWAY 228.75t 86*1814003 W TRACT J ROSS ACCESS STORMWATER 'N' 1.05 AC -7, 24" STOP BAR & A� s�,�,,cces rnus� tie locoti%d cir Sigroce tc �te7�- �riterrcttional symbol of accessibility per 11.4,30.7 FOC �0 0" STOP SIGN CONSTRUCT NORTHBOUND or- cccessible rouie ro fi,, and -�'e =:Coln. ":-"orking by Disabled Perrnit Only", Signs erected after o that usHr,; II not 44" wide 5, 10/C�,/98 must indicate the penolty for Ptegal use of the space '11,4,6.4 RIGHT TURN LANE 1- v�:�,' (ZO'A,111".M�v be compelled to wc�k or ioiiheef FBC' ) ............. ...... -ked ............ beiind pai 5, # ....... (11A6.2(1) FBC) 6 'FS ....... to 55'.5041(5)(g)(1) -eia(ing existing parking arec-�] '101 w 826*4�' 67.6 '5'1� N 84#04' W S 84#10 55 X 57. 7 6" DOU 52.1 § 57.37 YELLOW STRIPE 4 84!5525" 7- Ji R .96.00, 0 widtl-, 44' (11,4-(') L 140.81' -0% F13C), 15" WHITE STRIPES IF L (10' O/C 0 45') t C, X rn ___Note: Sidewolk TRACT A #3 BASINGER FINE SAND 'W -essible may be level 'T S77"40'09* A c HYD. GROUP 0 Porkir a S�u� with paver -tent C _6 U loca-�e�! S` to 23.28 -r-nate as an c1b., INSTALL ARROWS PER _j _j -'r bo-tc,1 c' sign solution versus FOOT INDEX #17346, "'U 'ding i curb 5 3,, 5 4 1, F S prc rarnp "D SHEET 9 OF 14 el,�s st,loes X Vl_ (A 4,6,41 �9c)-__ -essible Aci corking CL IS st poce can be on A AL[ A 915. eit'her side of the 5 j! S S60. ac(,ess oisle 6" WHITE LANE LINE! A = 3Y32 .3 S V49 1 S Of 4 a- C -A�c7p __ - — 0 0 r R = 25.00' i _j 0 r*1j IS ni� !0 L = 14.64' �2j A?V Ac;-e5s';bie corking t \1 !! -—Access aisle must spaces on, access be striped diagonally to PA"� aisles s hch be lev( with surfci.,e slopes designate it as a INSTALL, 6'-10' SKIP or n -parking zone, a - WHITE LANE LINE noi exceei_ 1: 50 'S INS] PE 0. 11411% R4,1 1 (17" �n, oP direction (11,4�6,3 FBC) P, /V 71G, or W', VIM Citations to FBG ore 0`V lorido Lo the f CLA OUN 7-), C 0 N A 14 .2 Accessibility Code for Ain 12'--0" Min. (Z� 0�7 Building Construction, ROAD -the -4- C), f Stake, Branch Chapter 11 ot' l,11.4,6�3 F6 0 ORB 4506, Paile Florida Buildinci Cade Citations to F� are Pcrkinq Spore to the Florida ('�,i inth by Loco' THIS T::�CHNICAL ASSIS-FANCE �.,OCUMENT IS INTENDED TO PROVIDE INFORMAL GUIDA�ICE AND DOES NOT CONSTITUTF A LEGAL INTERPRETA11ON OF Statutes SEE SO o,'4iance) STATUTORY OR REGULATORY CRITERIA dNE STORY MEM at),LOING Recommended Accessble Pcr�lng Space(s) D.-sign for Single Line Requirements Drawing by Larry M. Schneider, AIA for 0�e �riddo 'Uvild'rig Commiss;on C14 ,C� c) (14 LO (1) M Lo 00 0 (n 00 ct < a It 0 [1) LLJ E Ctl Cn I= C1 U co (n V) L> :2 M C-) 0 C-) (n V) V) (3 c; c; 0 C-) U L.Li LLI UJI 0 0 0 Z Z Z LLJ LJJ Lj 0 0 0 U U < 0 C11 C) rn Z cl� 11�: M P E (� Uj Uj W LIJ Uj Uj 0 0 0 U U C-) C:> 0 0 EL Uj W (n V) (n (Y- X Cff, C:) C) C> C) 0 C-1 00 c) 0 0) r- C) 10 C, C�2 CN2 Z C`3 -4 cc-,, Z Cn C\2 T, MA§' RE ftTRATI00,16- 4:01-4 SHEET: 10 OF: 18 RQSS CONNECTION NOTES: �V 1. AN APPROVED REDUCED PRESSURE ZONE ASSEMBLY (R.P.Z.) BACKFLOW DEVICE, IS REQUIRED RE-CLAIM WATER D19RIBUIION FOR THE DOMESTIC WATER LINE AND IRRIGATION SYSTEM, (A.S.S.E. 1013). 12"02" TAPPING POINT OF CONNECTION 2, THE RPZ WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE WATER SYSTEM, SMITARY SEWER SLIEEVE & VALVE CONNECT PROP. 8" PVC RE-WM POINT OF CONNECTION TO EXISTING RECWm WATER MAIN 1 THE INSTALLER IS RESPONSIBLE FOR TESTING ALL DEVICES UPON INSTALLATION, BY A CERTIFIED CITY OF OCOEE BACKFLOW TESTER, CONNECT PROP. 4" PVC FORCE �Vl(�E AR�A _�E ....... MAIN TO EX. FORCE MAIN 4, THE FIRE PROTECTION SYSTEM IS REQUIRED TO HAVE AN APPROVED DOUBLE DETECTOR CHECK ORANGE COUNTY UTILITIES SERVICE AREA e X�'T EX. 20" WM EX. 12" RE_,WM VALVE ASSEMBLY, WITH RESILLIENT GATE VALVES. REM()VE EXIf3TING 275± LF - 5, THE DDCVA BE INSTALLED AT THE POINT OF DELIVERY FROM THE CITY OF OCOEE WATER HANDRAIL AND RETAINING WALL SYSTEM. THE BACKFLOW DEVICE SHALL BE INSTALLED IN THE HORIZONTAL POSITION. 6, A CERTIFIED BACKFLOW TESTER WILL TEST THE DEVICE, EX 12" RE-WM EXISTING P/P TO 1 A., ,,MON 4p -1 ` �� - 7, ALL TEST REPORTS WILL BE GIVEN TO THE CITY OF OCOEE UTILITY DEPARTMENT. L 3� tP RELOCATED WATER DISTRIBL POINT OF CONNECTION CONNECT PROP. 12" PVC WM TO EXIST! P P T "20"xl 2" REDUCER FIRE PROTECTION NOTES- 20" WM W CON t�Z ORANGE C UTILITIES SERVICE AREA BE LO, TED ? 1 IN BUILDINGS UNDER CONSTRUCTION, ADEQUATE ESCAPE FACILITIES SHALL BE EX. 20" GV E 15'x20' UTILITY EASEMENT MAINTAINED AT ALL TIMES FOR THE USE OF CONSTRUCTION WORKERS. ESCAPE EX B" GV -P/PTO FACILITIES SHALL CONSIST OF DOORS, WALKWAYS, STAIRS, RAMPS, FIRE ESCAPES, EX.,8'" WN( FEXISiI G w E LIF BE R LADDERS, OR OTHER APPROVED MEANS OR DEVICES ARRANGED IN ACCORDANCE WATER DISTRIBUT1dN__'____��._ X8'ES 8" �1360 Pvc WM WITH THE GENERAL PRINCIPLES OF NFPA 101, LIFE SAFETY CODE, IN SO FAR AS POINT OF CONNECTION 8" PVC waER THEY CAN REASONABLY BE APPLIED TO BUILDINGS UNDER CONSTRUCTION CONNECT,PROP D PROPOSED 10' UTILITY EASEMENT (101-4.6,11.2) MAINS TO EXISTING 8" WATER MAIN f 11 Vh SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. R; s 2. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, ORANGE COUNTY UTILITIES SERVICE AREA Ile 0) YETER PROPOSED 8 AN ALTERNATE WATER SUPPLY MAY BE APPROVED BY THE AH . G INSTALL V19 -//860//LF THE ENERAL CO WLF fM p CONTRACTOR MUST KEEP INSPECTION REPORTS ON SITE VERIFYING THE FIRE 12" P /vC Rt-WiM A; $TYB & PLUG of FIGHTING WATER SUPPLY AND FIRE DEPARTMENT ACCESS ROADWAYS HAVE BEEN % 50, 100' c^ CHECKED ON A WEEKLY BASIS. THESE REPORTS MUST BE AVAILABLE FOR THE PROPOSED ---,-- SCALE: 1 50' AHJ WHEN REQUESTED. (241:8.7.2.1) F/ --_QRE HYDRANT 49 "v, 1 FIRE DEPARTMENT ACCESS ROADS PROVIDED IN ACCORDANCE WITH THE FFPC Ar EQ-TES: INACTIVE MUST BE MARKED WITH YELLOW FIRE LINE TAPE NAD COVERED WITH THROUGHOUT CONSTRUCTION. FIRE HYDRANTS THAT ARE OUT OF SERVICE OR SHALL BE PROVIDED AT THE START OF THE PROJECT AND SHALL BE MAINTAINED CONFUCT 2 ---CROSS ACCESS- 1� ALL BACKIFLOW PREVENTERS WILL BE PROPERLY APPROPRIATE GARBAGE BAGS BY CONTRACTORS UNTIL REPAIRS HAVE . . ... SCREENED BY LANDSCAPING AT TIME OF INDIVIDUAL BEEN MADE. EASEMENT TR OT 1 LOT CONS UCTION. "PAANAGE EtSEMENT 'woS�g 2� LIFT STATION SHALL BE SCREENED CCUIVE, 2" IRRIGATION D RAGE 516(), TITLE EXCz- "C�'j 3. ALL ELECTRIC, CABLE, AND TELEPHONE LINES, IF 212 SERVICE VIL PROVIDED, MUST BE BURIED UNDERGROUND, LITIL" NOTM . . .. ..... . ------------ 4. ALL OUTSIDE ELECTRICALf TELEPHONE, CABLE, AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE I THE CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE ORANGE COUNTY UTILITY BUILDING As POSSIBLE AND PAINTED BLACK AND 4 SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY STANDARDS AND PROPOSED I Of PAC,7- �:1-0 HTLE f, SCREENED WITH LANDSCAPING. CONSTRUCTION SPECIFICATIONS MANUAL DATED APRIL 2007, UTILITY EASEMENT ECONFU T if 5� EXISTING OVERHEAD LINES To 13E BURIED OR a. 115.50 RELOCATED, SAN 2, THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY PUBLIC UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCPON PH,# 254-9798. 6� THE UNDERGROUND FIRE MAIN THAT SUPPLIES THE 120 LF 6" 3. ADD THE FOLLOWING NOTE TO THE PLANS: ALL EXISTING UTILITIES HAVE BEEN FIELD 8fix6H PVC WM SANITARY MANHOLE SPRINKLER SYSTEM, FROM THE BACKFLOW TO THE VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT ALL AREAS OF CONFUCT WITH BUILDING, WILL BE PERMITTED THROUGH THE FIRE DEPT. TOP EL, 113,95 OCU MAINS, REDUCER INV, N_t-) 109.95 4. ALL UTIUTIES (INCLUDING PUMP STATION IF APPLICABLE) LOCATED OUTSIDE PUBUC IN NW) 10&95 2 GATE VALVE PROPOSED"', OWNED AND h(AINTAINED. RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE PRIVAT@ 5� FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY ORANGE COUN 2" BLOWOFF,---- Ty IGNMENT FIRE HYDRANT R w 4� CHANGES SHALL BE MADE ONLY WITH FITTINGS. LONG RADIUS CURVES, EITHER I C" GATE VALVE 195 LF - 8" EL 11 P/L-R/w HORIZONIAL OR VERTICAL, MAYBE INSTALLED BY DEFLECTIONS AT THE JOINTS, MAXIMUM 58' EX� Eo� - EX, OR 25 LF - E, Pli" 0 1.00% DEFLECTIONS AT PIPE JOINTS, FITrINGS AND Et. 113.0 LAYING RADIUS FOR THE VAR10' S P!PE Y Ex LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PiPE MANUFACTURER'S SkN, SERV. a 1,0,0%\ EL. 112.0 --EX_1!iT_ING, 4C, j-- 0" INN. 106.20 10 LF - 6, PVC EOP Co W '0" STOPS A GRAb JAC SAK SEF�419 1.00% RECOMMENDATION, 20" STEEL CASING 2 IRRIGATION WETLANDS 11.0 K AND BORE 80 LF SERVICES EL I 10.0 UFT STATION 8" S Tus & V LOT 2 EL� I O9,o TOP EL. 113.00 5`00" T PLUGS 8" G lij INV� 105.08 COMMERCIAL SANITAWRY MANHOL 2. 4",� Win EL� 10&0, tiQ I EL. VALVE c CT #1 1.02 AC TOP EL� 11:4.05 --EX. BPC 100.08 4` 35 [�/F 8 __�j 0 LF F F EL 114.50 INV' 'b7.00 uj EL. I o7.0 PROP. 12" WW Pvc WM AW FLOW =ULATM P�16 ;7ORCE V4,,,AN INV' zn 106.90 CASI MO _R PVC Afm EL 106. CONSTRUCTION TYPE: VS EAGLES NEST 3, XL E!_ 10&0 PROPOSED 4' Fm - RRE FLOW REQUIRED (PER TABLE, H.5,1): 3250 GPM RP NNG WIP � "ONTA; BFP SPRIKU- S1, ,, M 11 R�N ER, 4-�g 8 U I LID, N NFPA 17 rs7E to. % 345 LF 8- Fa- 104.0 7 HEIREFORE, PE,.:U�RREMENT 'S �7i:L,:,,mjliri� 2 t PVC 0 1,00% ,15 GPD/100 SF) 8"W' DRiNKING WATFR DEMAND: 14,738 SF 2211 GPD TEE 12" GATE VALVE PROPOSED I Off Pvc wm PEAK FLOW Q GPM TRAC7 C PROP. 10' TEE LIFT STATION 8"x I RED, PROFILE THRU JACK AND E30RE 'A" 25 LF - 6" Pvc TOTAL DEMAND 1631 �2 GPM 0. 03 AC ""Q SCALE: 1 40' H \SAN. SERV. 0 1,007. AREA NOTE: THE FIRE LINE IS SERVICED BY A SEPARATE MAIN THAN THE 4' V INV. 104.70 LOT 4.01 AC WATER AND IRRIGATION SERVICES. PROPOSED z 3' VIBURNUM, COMMERCIAL FIRE HYDRANT HEDGE AROUND 1.07 AC F-F EL 114.50 PERIMETER (EXCEPT 1" CORP. STOP AT CATES) HALL 13E LAID TO PROVIDE A HORIZONTAL FIRE 4 3 SAN ILL TEN FEET, BETWEEN THE OUTSIDE OF THE WATER 1 FLOW TESTS OF ALL FIRE HYDRA' V SANITARY MANHO, SED GRAVITY OR PRESSURE -TYPE SANITARY NTS SHALL SE'CONDUCTED 27 LF 8" -EW TOP EL. 11 2�1700 `A7,tR FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER AND FLOW TEST RESULTS TO BE PROVIDED TO ORANGE PVC 01119% % INV. �NE) COUNTY FIRE REVIEW DIVISION PRIOR TO ISSUANCE OF A PART III OF CRAPTER 62-610, F,kC, THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER INV� S) 105 'NS AND GRWTY-TY'PE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM CERTIFICATE OF OCCUPANCY. TRACT'B OF THE WATER MN . . .... IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR ;5� ''CROSS AcCES�31, RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VA'�- -EWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAN S A' L S1 S X STORMWATER -UUW-TYPE SANITARY S VINYL C-0,4,179' 'C�, 1. 05 AC -":S, AND PREFERABLY 1, 2 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE FENCE INC) I EA ' I OTHER. PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. IEW OR RELXATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRO P, 18 RCP "'RESSURE-n?E &4NITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE COINVEYING RECLAIME0 WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS 12 NCHES INV 110 96 Z ASGVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO `7 'Y'VE THE OTHER PIPELINE, LAY THE W"A 17EJJR M A I N A,13K, PROP, 8" PVC ---- 108,97 LENERAL NOTE: SANtTARY'MAIN ALL EILEVATIONS ARE TO TOP OF PIPE GATE. AT 7HE UTILIT'r' CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE 'TERED ABOVIE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS GATE VA12VE ELEVATIONS ARE TO TOP OF NUT, CEN O'SSIBLE FROM THE OTHER PIPELINE, ALTERNATIVELY AT SUCH CROSSINGS, THE PIPES SHALL BE -12" GATE VAi-vi. FIRE HYDRANT ELEVATIONS ARE TO BOTTOM OF FLANGE. PQ AIRRANGED So THAT ALL WATER MAIN JOINTS ARE ATLEAST THREE FEET FROM ALL JOINTS IN STATIONS AND OFFSETS FROM CENTERLINE OF ROAD. VACUUM -TYPE SANITARY SEWERS, OR PtPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART 11 OF CHAPTER 62-610, F�kC� AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR N 0v VIP, N�, PRESSURE-7YPIE SANITARY SEWER TAII - , S, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED PR RCP *C71A&D LINE WA,,,ER NOT REGuiATED UNDER PART Iff OF CHAPTER 62-610, F.A.C, '�INV, t08,65- TRACT A A SLOWOFF 1W. 106.71 'PROP; 4' PVG--,/ 44 FORCE MAN ---- --- "WROP 411:1 111 p co,4 -fry X or is PR 18" Rcp 70 T) Nor AND ---------- 109,07 10&95 AA10 -WAr A INV. 107.00 PROP ... 18--RCP-, ___jW._106.9O op r op w It 0" 4 YA. A p Ds- po,,, PROP.-tS Z A tW 105,08 -INV, 107,06 109,"1 -to,� �A§ CouNrl, 6 INV. 110-12 PROP, 6" PVC--- 345 LF 8' P', SAN, SERVICE @ 06, P0911 wm PROP, 4' -74 -INV. 107,23 195 LF - 8" PVC SAN. SERVICE @ 1,007, Vl� ._,fORCFAk4N -INV. 105.13 13 PRO�P� 6" PVC 'X' 21" GV G C PO" CC NEC TO EXIS1 CL Ty WM, 4 L 1 Of MEN /860,,/LF CONEL 27 LF 4 DE7TAIL ......... .......... ff PVC SAN, QNNELICT 45 DETAIL 'g'." n @ LANILARY SEWEER PROFILE 2 Imm WT I 1llllllM 0 101 ob 0 1 Ilk Alk \c 27 7 x", H4 4 SKELTON, PE REG�STRATION NO. 42752 ME - ALL DRIVES ARE TO BE COSNTRUCTED USING HEAVY 1 X DUTY PAVEMENT SPECIFICATIONS, ALL PARKING AREAS 7�, TO BE CONSTRUCTED USING LIGHT DUTY PAVEMENT 4/ 7 SPECIFICATIONS. PAVEMENT SPECS CAN BE FOUND FDOT TYPE V INLE ON SHEET 16 OF 2t TOP EL. I 15.00 N'_ O&A AIGE INVI I 16.50 1 Ap Cr 6480-6 Y AU 02 71y DETAIL , JI 's - 3 REMOVE EXISTING INLET AND REPLACE WITH STORM MANHOLE 1 w E EOP _E0 S (W EL TOP EL. 116.50 1139 F F EDP EL"'- 1w. s 13 111.30 0 114.445, -VA _p EL, EDP EL '#3 BASINGER FINE SA 1 41 ,j:fj .751 N s M I !PX30' RCP STM 11 HYD CROUP D��`,,, �QQgo S S EL, EOP EL, `�' --- -- ", I _T_r_FT_ FDOT TYPE C INLET REMOVE EXISTING 116.2q TOP EL. 111.80 S/W LL MITERED END SECTI N INV. 108.86 7 b� p, Of 50' 100' /j STM 6 29 �iFDOT TYPE C INLET 7_�20 SCALE: 1 50' EDP El. 07726'06" Yf 4 TOP EL. 113.00 N, 'INV. NE) 110.50 N 80014 A�' lt� 11 " -11 S/ pt - - ----- 44 109,89 INV. S) w 17.26 14 STM FDOT STORM MANHOLE MODIFY TOP EL. TO 118.50 Iry IN . (N) 112.90 V 135 LF 15' 4 ROP 0 0.20X W 6REATION 13 FOR I SEE,SHE 1 4 INV. (S) 112.90 STM 7 0o 0 FDOT TYPE 'P --- 3' INLET B-2 -71) LF 30' S 41 0 0,57X TOP EL. 113.40 + S -Z. Alf �A 1 INV, �N) 109.85 INV, SW) 109.80 STM 12 N-0 0NAC�E,' EASEMENT ORB 10099, 1,�cE 5iec� TITLE EXCEPTION 12 S/W-EOP 0 P; FDOT STORM MANHOLE 4v TOP EL. 117.25 '"T INV. (N) 112,50 112. 0 Mi M 8 /____ FDOT TYPE 'P-3' INLE - 9. � 0 F _ 4 /, / / INV. (SW) 11 3.� 1121-00 / TOP EL� .4 PW,'EL 110 -CRJNINAGE';�I-SEMENT ORB 10099, INV. �NE) 109,73 'C-51 - EXCEPTION 11 PAG 7 �, TIT INV, S) 109�63 1 -4, L q.- + MES 1 "-I's 8 ''1 11 FF EL 115.50 FDOT 30"RCIP (4:1 INV. ------ -EDP EL 'Ix EL MES 5 STM 2 MOT TYPE C INLET :FDOT 18" RCP (4:1)� a 411� WITH FLOW DISSIPATOR `v TOP EL. 114.15 cn INV. /f 6"x`18" CONC. Cui/FILL NOTES 110.50 0" WIDE WEIR LS WITHIN THE AREA OF THE W/oP EL. 112.40 L 1 ALL UNSUITABLE SOI WEIR EL. 111.90% *45 , ", w I IMPROVEMENTS SHALL BE REMOVED. THE LIMITS EDP� IL: AND QUANTITIES THESE SOILS TO BE REMOVED ff" SMYRNA SW 15 rHE GEOTECH, ARE TO BE FIELD DETERMINED BY HYD. GROUP B/D THE GEOTECH MUST BE PRESENT DURING wwo 3 FDOT STORM MANHOLE W - 1'12.23 TOP EL. 114.65 DEMUCKING OPERATIONS, Fc ISO, I 1--_ _-_ "I I 9*L JINV NW) 110,50 IMPORT FILL sw 9 1,37 � 1�11 Kv N) 110,23 2. THE MAJORITY OF THE DEVELOPMENT WILL REQUIRE FDOT TYPE 'E' INLET M!111 i'INV. SE) 110.46 !TOP �S`Al 11 t" 11�111. �NV ," N) 109 �33 fov� Sw) 109�98 LOT I GRADING NOTES: �Nvv 109�"13 LOT 2 1. Fwls�o mm (Puxm INV� �sw) 109.08 COMMERCIAL 0"45 pm Ww#c) BE PplovVED AT r3a CF S"t " APR=04 fM, v EOP 1.02 AC LOT 21 Ll _7_1 F. F. EL 114zo Z ALL Sopu 7MILIER 7�"' STM ,A To t -4' INLET FDOT TYPE P TOP EL 114�25 SE SEMEZ AhO VAZ�C,, 7 NEST V NV: 109,72 109.37 LF - 18" 110,50 BP L #54 ZOLFO R i iK IN SW HYD. GROUP C 11� lb INV. NW A rM 4 25 LF 18 RCP 14 FDOT TYPE 'E INLET TRACT C JO -�-2e LOT 3 GRAOR4 NOTES, TOP EL. 4,v 0' 11300 1. FWtStM CRA01% (PARKINC, Z 7-UX - A CT ��A INV� N11 109,10 LIFT STATION p j . f ORKS RO M.DINQ WILL SW MES 7,, 4 0. 03 AC zp EL BE PROMED AT Tw Of _t6?vs9,kVAT1ON AREA1 INV. log.00 3.75 4.01 Ac NW FDO 1 15 RCP (5: 1 LOT , I I I / NV� LOT 3, 2. WITH FLOW DISSIPATOR -4, 01 POND BOTTOM INV, 109�75 COMMERCIAL 6�1 To BE ALL OTM OISTURSED AREM TO 1.07 AC BE SEEOED ME MULM. WIFTLAND CREATION AREA FF EL 114.50 '1�1 ILI SEE SHEtT 1 15 fqR _OET LS 40 LF - 1 9"x3O" L MES 6 1 OF 1* �RCP 0 0.20% 6 x 140 WITH FLOW DISSIPATOR FDOT 18" RCP (4:1) !e 15 LF 6% 18" CONC Wyl 0" WIDE WEIR� CLEAN ONSITE SAND (SEE NOTE 1) INV, 10V5 C - I EL. 109.30 WEIR EL. 108.80 w 228,,75 'S "8671 f 25 0` STM 10 TRA7 P L� 020 FDOT TYPE L INLET oTolow- - .1, '' 11, '' , f Toss CES e TOP EL. 112.50 (D M TORMP"TER N "ell LF - I V * NE 10&68 7.05 AC RCP 0 0 WRAP ORAVEL D61ELOPE INV� NW�I 10&95 i 09.75, 13 W" FILTER f Pam MA OR INV SE) I Q8.58 STM 5 r ALM 4�, FDOT TYPE 'E' INLET 6' DIX UNDEMPAN P TOP EL. 112.50 IPE FAM WRAP TER ro amp a NE, 108.70 J11S OR MES 7 3' ORAVEL ENVELOPE-t-_�_ 10885 oofV=IARI W, PB 2 INV IN N INV� 108.60 AROM PIPE v ------ FDOT 18" RCP (4:1) WITH FLOW DISSIPATOR D. F. 5 4 2, t k G E. 62 5) NOTES: 1. QINDERORAIN SWU SiALL C%SIST OF C" ONSItE SM WIM LESS THAN 5% 41 *0_4 -571, PASM 10. 200 SIE& SEE REPORT MIT MR WTION& SKC10TIONS. ES 2 INV. 106�47 gM r iL o w S-�6- 4-TU 5. 2 TRO 2. SLOPE WJN ORNN AT MIN OAS% TOWARDS OUTF&L A 84W,45 �7* JE�- -i�� 4�i� juOT 24" RCP (5:1) 110= K .90.00, RETANINO WALL TOP EL. 113.00 WITH FLOW DISSIPATOR 6' UNMR DRAINS -IF TYPICAL CROSS-SECTION TOF EL 106.00 1w 108.50 A:'- 140.81" th* W& 4 W/cLEAN outs a END POND UNDERDRAIN n s "pre" * 00 105.62 CONSTR= SWALE tr" nks 7 105.5 h by ot NOT TO SCALE 41 TO WETLMD LINE SQ #3 BASINGER FINE SAND TRACT A HYD S77*40'09"W GROUP D 23.28 MES 8 4 FDOT 18" RCP (5:1) WITH FLOW DISSIPATOR As Id, o4n� - <01� INV. 105,50 Rs"Ip Ap P �F) To N OS 1 (MODIFIED) j -PAf- -- FOR kfAft SUSICCr ,,AR 4 N,, b 3 -32344_'�-� c"A, Ty - - - - -- 3 0', P"� 82!!49 51 FDOT TYPE INLET 'qR 10* RCP OWALL PIPE R SURV SU8,k�c_ ts PAIZC,, .,-- , --- !o R = 25.00' AND S-rA7,�, 'o WITH SKIMMER TOP EL. 112.50 L - 14.64' "Q� WEIR EL. (12- WIDE) 110.65 ob r- SPIIA4 7 0 INV� 105�60 �2 INV, (W&E) UNDERDRAIN 105.75 "!"s p , S11A CONTINUOUS RMORMENT OBSERVE-1) HIGH ORA Rr, r LIN, WATER STAIN NEAR At IN STM FWNOATM TOP OF HEADWALL #XA�3'0'f'? 'OR S TA EVRA I'll CLA 14 -2:y MES 3 Ci ock� ROAD ---- FDOT 24 Rl' P (5:1) RETAININQ W& 0 OUTALL PIPE FOOTM DETAAL WITH FLOW DISSIPATOR INV. 108.50 SSWA 52 �0` 66 2 o F: 1 8 N WCAI - PLANTINGS des Lei, 'Al e a Size 9 SURFACff W kf I'--'R At i I I t't�p I U 31' 15, on S vW,_,tf1 OILMDO AREA # 2 ')O�i 1 H6�v �e� 0 Af 011vatioi i 111' w) to 112 37' 15' wl cw,�,m _:Oon OR !ftr -1 7 .4 ANot 485 SF If/4k4 2, O�06 AC 7-�3,20-0 W41, A / Ur At �0�, �atbn T 11,02 up I t 1 7' 1 cm c I �5�,4 SF 7 gaflcn 'a Nft?�, shnobs Nty,,� JAIp", ,I e��tiMp) I Rcwalon� IIZ37,con�Our 10 On c�,,Itpr -'43 LF 3 p6m At elavation 11 IM up To 11 IT �i 10' cm cen�er 1 'S84 Sr 3 pNan �f Ouncfcoy,�f 2 Rc-&a i!)o%,e tie 12 37 coNour 3, e"I rer'c� 140 LF ga" 1 2�1 A, (49yitkyn t 111' 1 113r ptac�,,d 3�278 ��,F 1 g,,0011 114 %14:00 heovtx7�c,�) A;,�Ie,ation I i 1,7'up o 1 12�37' Yoo randwnly pta4�-d a Ron w 4*4_�_ '#3 BASINGER FINE SAND 3 o i -�d Z-� Z--- - - A� �v2tk)n 111 �7't;� o 112 37' japdo�wy pfat, IC�) 7 Lo HYD. GROUP D SURFACE WATER A! -1�31km I I G., u", I I 1 7, Y c'm"e-, ratirlom'y J-tacad L�84 �F qa�lcn Vj A! ele�anon I I LN uoo H 1 7' c,,i cent� r - fandonvy r1ac-I Zak AREA # 1 o� Plan St !aJ 0.21 ' 0 5929 841 17,240 SF R p L 0-33 50' WCA2 - PLANTINGS 0. 40 AC 06.17$ - S -07026'06'" 'wz Lu_Lu_ spuing Arei �,ize 4 Plants"S pec i" N wel AVolvi" of 50' 100, I � I "Tup to 1027 1 �, on centr-1 3,9�2 SF I qo ��on t"t'We (Ac,�! A! eNvilfiun K.3.13 Hfl, A! �!e�Mion �r:,�,52'ap to 109 27 115, on C�-n�or 7 g;,,�ifort SCALE: 1 50' X_ At tlevWio,, to !C9,;2' I 5'c'n cpv�,l I �272 9� 7 pVon a!enq ID t0V on cr.,wel �74 LF pi'on vp !i� !C9 A V (CpvP,p 2 tZiciws tkp ir,,2;, Lr /010 J WEIIAMN CREATION 41 its A: �4vxi,r� to T`4�7 3' on ,w'r�r - ran6mWv _�n S'n :,W'-_,1 I,'! 1 2 FOR At �`r�ialii n �GA,52',jj 10 �7' Yon ran&�mty plac�d i ,,con ''1 862 SF WETI A DATA A -Ir "'on ci, r-mdcm�v p'-A,�d t gal,w 0.11 AC * c ixion 1085 up t3 '0,27' 13 TOTAL WE LAND AREA 107,515 SF 2.47 AC N. TEMPORARY WETLAND !C',l f, F-m��knml� 1 �731 �,�Won 1 "WALGREEN S- _)DRUG STORE At "tcvj�ton �07 76' fp 10, 52' 3' On fafl&fWy oo P1, 1 1 / ` , I I I TOTAL UPLAND CUT' DITCHES 21,454 SF O�49 AC IMPACT AREA #1 14,726 S.F 1,735 SF 170 PARKING SPACES C' rMMr1AVV WM AKIn 16,738 32 FF. EL 115.50 V.Vlt mu Trets TOTAL PLANTS 13.50" IMPACT AREA #2 Shrubs 94-5 SF LUEND 0,02 AC ............. 1 796 EXISTING WETLAND AREA TO REMAIN WETLAND 101,940 SF 2,34 AC A "Y' AREA #2 28,170 SF �X EXIS 0.65 AC TING UPLAND CUT DITCH AREA TO REMAIN 4,214 SF 0.10 AC 4 4"K 02 PROPOSED WETLAND ENCROACHMENT AREA a 5,399 SF 0.12 AC I S, R; . ..... 74�? EXISTING UPLAND CUT DITCHES Nlk�V LOT 2 / Rx"4 TO BE IMPACTED COMMERCIAL 4 19,725 SF 0.45 AC M 1.02 AC SURFACE WATER 1�,a PROPOSED SECONDARY WETLAND FF EL 114.50 AREA #3 IMPACT AREA 4,214 SF EAGLES 5,555 SF 0. 13 AC 0.10 AC NEST PROPOSED WETLAND CREATION AREA #54 ZOLFO X 1�%,i "x- HYD, GROUP C ........... 10,526 SF 0.24 AC _4 TEMPORARY WETLAND IMPACT AREA A 1,735 SF 0.04 AC TRACT c 4'" LIFT STATION Ji 0 0.03 AC 11"� -, NSFRVA'�TAN AREA --- k, EXISTING GRADE f 4.014C 10' SHELFi LOT 3 10' SHELF SECONDARY WETLAND COMMERCIAL Vv I IMPACT AREA #1 /v 1.07 AC SHWE 112.37 F:F�' EL 114.50 41, 4,610 SF 4 L. 111�7 EL. 111.7 4 011 AC -79OTTOM EL. 111.02 4 4 59 kL SECTION THR WETLAND CREATION AREA #1 228,17 TYPIC) '86�71 8140" W 1100 A/ /V Ems OSS AC �W' TTORMWKER EXISTING GRADE f is, SHELF 5' SHELF �\l .05 AC v. �b WETLAND CREATION j SHWE 109.27 AREA #2 5,664 SF 4 EL. 1 (0 0.13 AC 108,52 4 0) A - EL. 108.02 EL� 108.0" w1, - ....... 11*1"'** .... * , 1 4 ...... 6070M EL. 107.75 W N ............... 4 'n", 4 *,w Yt� '04§3- -W- TH R Q AETLAN Q CR[:AT&LAREAJ TYPICAL SECTION 6 10 P k % ... . .. ....... v f CNE w, t -A 0 PLANTINGS WETLAND g . . . . . go 0 rn TREES BALD CYPRESS (TAXODIUM DISTICHUM), RED MAPLE (ACER RUBRUM), DAHOON HOLLY (ILEX 'NISH, AREA #1 79,34-5 SF v S77"40'09"W n 1.82 AC (3JASSINE) A 23-28 SHRUBS WAX MYRTLE (MYRICA CERIFERA), BUTTON BUSH (CEPHALANTHUS OCCIDENTALIS) �y j GROUNDCOVER/HERBS SOFT RUSH (JUNCUS EFFUSUS), MAfDENCANE (PANICUM HEMITOMON), BLUE M n 1140 1 Ot� MAIDENCANE (AMPHICARPUM MUHLENBERGIANUM), DUCK POTATO (SAGITTARIA LANCIFOLIA), PICKERELWEED 4�V ��AM`W tM% gk g 4 �x (PONTEDERIA CORDATA), & CORDGRASS (SPARTINA BAKERI) Ps CLC4 A. tA 4 6 33 0 "IM"'N t9�$ 3 �4- fly go R 25.00 > Ulf OAD MON IjQB1 NGZMAINTENANCE L 14�64' A WETLAND IMPACT 11�,1'1'11'� 1� kp n AREA 1 MONITORING OF THE PROPOSED WETLAND CREATION AREAS WILL OCCUR ON A SEMI-ANNUAL BASIS, AN 01t '�N 4 r 5,399 SF ANNUAL MONITORING REPORT WILL BE PROVIDED TO THE SJRWMD WITHIN 30 DAYS OF THE SECOND gi, z,,zK0 pp LA I 0,12 AC `3`3 ANNUAL EVENT EACH YEAR, MONITORING WILL COMMENCE FOLLOWING COMPLETION OF THE P NT NG OF 't THE CREATION AREAS AND SUBMITTAL OF THE MITIGATION COMPLETION REPORT, FOLLOWED BY THE FINAL CONSERVATION AREA r�, UNC, R SIGNAGE "�CANDO 4A YWA INSPECTION AND APPROVAL OF THE COMPLETION OF THE MITIGATION CREATION AREAS BY THE SJRWMD. 11AZ , ON Sr�j�PANCe C .2S MONITORING AND MAINTENANCE ACTIVITIES WILL BE PERFORMED FOR A PERIOD OF FIVE (5) YEARS, AT A p fA STATING "NO MOWING, DUMPING, OR OTHER DISTURBANCE SHOULD Ro4o 1 4*., 0 S 8 43A 4 MINIMUM, AND WILL BE TERMINATED ONCE THE MITIGATION CREATION AREAS HAVE MET THE APPROPRIATE OCCUR WITHIN THE 91,onch / .1 Stolen SUCCESS CRITERIA WITHOUT MAINTENANCE ACTIVITIES BEING PERFORMED IN THE FINAL YEAR. SUCCESS rr,,, t "s, )qd ORS 4 'RITERIA WILL INCLUDE SURVIVAL OF 85% OF PLANTED SPECIES, AERIAL COVERAGE OF' 80% HERBACEOUS CONSERVATION AREA". _r, vs page d C SIGNS TO BE INSTALLED AT SPECIES, 50% AERIAL COVERAGE OF SHRUB SPECIES, AND TREE SPECIES REACHING 12 FEET HEIGHT AND 50' INTERVALS ALONG THE BEING ESTABLISHED FOR 3 YEARS. COVERAGE OF EXOTIC OR NUISANCE SPECIES ARE NOT TO EXCEED LANDWARD EDGE OF THE 5% COVERAGE AT ANY LOCATION WITHIN THE CREATION AREAS AND ARE TO BE BELOW 5% COVERAGE FOR CONSERVATION AREA THE ENTIRE MITIGATION CREATION AREA. THE WETLAND MITIGATION AREA MUST BE DETERMINED TO BE A ONE S.'1111111p-yll�; WETLAND ACCORDING TO CHAPTER 62-340, F.A.C. mmil"m IOMA� RECIST �TIOR' 'W52 SHEET: 13 OF: 18 6. 3/41- 0 o, BERN TYPE �F' CUR� 5.3, 2.5, I�_ EX:A EAST t'- 0 /75-0, OM AND FUTURE kmuly STRIP 901 INC I 91KF PR05�_T__F CUTTER Is, lll�u ui 1 LN �ji�N LN �-Aw CU i- A A H 20'R OR AS S s ON FLqG VAICH 'r PAVEMEN� 5 l:'l_l/r MANSION w EXISTING V- -_ 4,\:-- k�!__ I I / - -- - **SEE THIS SHEET r D A nl- _A !16 ........... ur / YINOTH VAIRICS CuRe TIM 0 Oft cuplo a CumR #\, :2 a 1U." SI rfrE r (CUFAN wrrto TYPE r SHOW") tK WIUTH FN4 FEU 03 r i4 2-#4 REBARS BASE 2.0' 6 NOTE. WHEN USED ON HIGH SIDE OF ROADWArS, THE CROSS S PE OF THE GUTTER SHALL MATCH THE CROSS SLOPE 1/21# R -'FOR- WEST__RD. 0 7 OF THE ADJACENT PAVEMENT AND THE THICKNESS OF 0 -1 THE UP $HALL BE 6', UNLESS OTHERWISE SHOWN ON PLANS. SUB. BAS -PAVEMENT SPECS ci- 'OROF CURB 1.16'r t5, #SOO ALL DISTURBED SCALE: 1 2 0' 1-1 -24' GunER SECTION FDOT TYPE F CURB AREAS IN ROW C 0 N R ET E C" U R B 1 4' V N.T.S. F-F c SE'TION *.�l _7 N.T.S. 4 x 8 x 16 2' It,,- DETECTABLE WARNING SURFACE CA LOCK D SECTION OG t r_R rUVI 111ULA ffJV-t ALTI N E PACE 1 OF 5 SEC" m 12" P/L 6' MINIMUM FDOT VALLEY GUTTER ".1 0.11 -2ko' 12" 7f �IHOWN_> /-AS 12 tio is VERTICAL REBARS SEE NOTE 2 PLAN VIEW C) z vi L i�,ATCH E, %I4xj t7 _GRAD[� �SLW RAMP DETAIL ___**SEE__THIS_ SHEET X _FOR, HEAVY_ DUTY PVMT SPECIFICATIONS 9Z *SOD ALL DISTURBED AREAS IN ROW SCALE: 1 20' ld 2-1/2" CLEAR P/L 1 4' V _Rl __�LA E�-�� VAR)E- NG REBARS X\\ OCOE-MOPKA RD. PAVING SPECIFICATIONS, 2' CLEAR '12 Vi_ -_ 77, SEED & MULCH SECTION G G_ TOP FOOTI 5' HIGH RETAININ�C WALL ASPHALT REQUIREMENTS: 2" TYPE S-1 ASPHALT G") 5 (MAX.) DOW n ormm L -`/L RoAll BASE REQUIREMENTS: 5 C 7HZ6,i S, BCOUN[l P_0�'lqo ""4,;u RT ��N i-N �P,4\,'- SOIL CEMENT 8" DEPTH ��j AINE 221R:V��r EX- %SION' 194J,,, BERM, ',,R V COMPACTED TO A MINIMUM DENSITY OF 95% OF THE STANDARD SHOWN-, 0DnilTr)D "AVI"H" 110V n KICITV APfltl0f"kfKI T cocrllrl v v ll�mltvl,41) IN ASTM D-558. WALL DOWEL & VERTICAL TOP FOOTING SAW CU (D (0) (P) s/lw Z� ISTING SUB -BASE REQUIREMENTS: WIDTH REINFORCEMENT REINFORCEMENT MATCH EX. -J F 5 V�,X N\ SOIL. CEMENT 12" DEPTH c; - vv� GRADE GRADE 11 51 - SCALE: 1 20' H COMPACT TO 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED 13' -0. 14' 31-6. 12, NO, 5 0 24' D.C. NO, 5 0 27" O.C, -1557) FOR TOP 12" WITH 1 4' V BY THE MODIFIED PROCTOFJTEST(ASTM D A LOM '+V M11V rDV OV rZI - FOR OCOtt-APbRkA ko. PHAu GENERAL NOTES: PAVEMENT SPECS SJECTION K-K WS,�k" E�_, IR()l OSED .. ll� REINFORCING BARS SHOULD HAVE STANDARD DEFORMATIONS AND YEILD STRENGTH OF 60,000 psi, *SCID ALL DISTURBED 2. ALTERNATE VERTICk REINFORCING BARS MAY BE TERMINATED AT THE MIDHEIGHT OF THE WALL. EVERY AREAS, _IN,_ROW,_.___ IM RD. PAVING SPECIFICATIONS-. THIRD BAR MAY BE TERMINATED AT THE UPPER THIRD -POINT OF THE WALL HEIGHT. ASPHALT REQUIREMENTS: 3, WEIGHT OF ASSUMED SOIL BACKFILL (GRANULAR SOIL WITH CONSPICUOUS WY CONTENT) IS 100 pcf 2"' 7v E S-1 ASPHALT AND EQUIVALENT FLUID PRESSURE IS 45 pcf. THERE IS NO SURCHARGE AND MAXIMUM SOIL BEARING SCALE- 1 20' 11 112- PRESSURE IS 1,500 psC P�D 12.0' SO UTH 5,9' 12.0' NORTIH, 12,01' PROP. 4.0' BASE REQUIREMENTS: 4� CONCRETE TO BE 3500 PSI MINIMUM, 4' V I�RU _I�A$_RQUNP THRU _RL T _RN _V5 qff-IQ _N MATCH EX.-_ LANC- ITION LkNTF:_, LANE SHDLR SOIL CEMENT 8" DEPTH GRADE **SEE TH,�S SHEET & PROVIDED MINIMUM 25" OVERLAP. 1 1 "n COMPACTED TO A MINIMUM DENSITY OF 95% OF THE STANDARD SECTION H -H SOD FOR DCOEE��PKA-Ro� PROCTOR MAXIMUM DRY DENSITY ACCORDING TO SPECIFICATIONS ___PNVEMERT__S_PECS,___.., IT IN ASTM D-558. ra Zzz SUB -BASE REQUIREMENTS: AREAS �N ROW SOIL CEMENT 12" DEPTH COMPACT TO 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED & MATH-H EX. BY THE MODIFIED PROCTOR TEST(ASTM D-1557) FOR TOP 12" PAV6AENT SCALE- l- 1$ 20 1 H WITH A LBR 40 AND FBV 50 PSI. 1 4' V -CONSMUCTION NOTES PAVING: ''ATCH EX SKIMMER USING STAINLESS STEEL 1. ALL PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF OCOEE� Z-BRACKET WIMASONRY CONNECTORS UTILITY SPECIFICATIONS AND LAND DEVELOPMENT CODE (LDC), Z) TO STRUCTURE AND THRU BOLTS TO SKIMMER FX�-,l�'NG ------ 2. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENT AREAS TO DRAIN POSITIVELY, INTERSECTIONS SHALL BE TRANsrnONEID TO PROVIDE SMOOTH (PER FDOT INDEX 240) P/L DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. ANY PROBLEMS SHOULD BE BROUGHT TO THE ENGINEER PRIOR TO PAVING SO THAT RECOMMENDATIONS 777 CAN BE MADE, 12 1 VAR 3. SPECIFICATIONS FOR THE' INTERNAL ROADWAYS ARE AS FOLLOWS: SUB -BASE REQUIREMENTS: SCALE: 1 20' H LIMEROCK 1 4-' V ------ ------ A). COMPACT TO 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED FIBERGLASS SKIMMER 777, BY THE MODIFIED PROCTOR TEST(ASTM D-1557) FOR TOP 12" WITH A _7 LBR 40 AND FBV 75 PSI. CONSTRUCT O.O.T. TYPE "'E" MODIFIED BASE REQUIREMENTS: SECTION 1-1 DITCH BOTTOM /NLET WISTEEL GRATE FOR HEAVY DUTY LIMEROCK OR CRUSHED CONCRETE, 6" IN PARKING AREAS, 8" IN HEAVILY TRAVELED DRIVES, (REFER TO D.O.T. INDEX. 232) SAW CU, -0 98% OF MAX. DRY DENSITY AS __VArffH X, A). MIN. LBR 100 COMPACTED I PROP. 18" PAVEMENT *SOD ALL DISTURBED DETERMINED BY THE MODIFIED PROCTOR TEST (AASHTO T-180). R C P **SEE THIS SHEET AREAS IN ROW 2" 112 FOR OCOEE-APOPKA RD. SURFACE COURSE: 1 1\2' FDOT ASPHALT CONCRETE TYPE S-111 IN PARKING AREAS, 2" FDOTT PAVEMENT SPECS ASPHALTIC CONCRETE TYPE S-1 IN HEAVILY TRAVELED DRIVES, COMPACTFD TO A MINIMUM OF 96% OF THE MARSHALL MAXIMUM LABORATORY UNIT WEDGH1, E C"N T 10 N M-M ALTERNATE BIDS: PLAN VIEW OS-1 1. SUB -BASE REQUIREMENTS: TOP OE BLR SOIL CEMENT v jM EL. 113.00 OF SKIMMER 113.00 A). COMPACT TO 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST(ASTM D-1557) FOR TOP 12" WITH A 112.50 \,I A", H X, LEIR 40 AND FBV 50 PSI. GRATE ELEV. --- i% BASE REQUIREMENTS: P/L 25A' VAR SOIL CEMENT 6" IN PARKING AREAS, 8" IN HEAVILY TRAVELED DRIVES 110.65 114 - WEIR EL. A). COMPACTED TO A MINIMUM DENSITY OF 95% OF THE STANDARD _x Nc, WEIR WIDTH 12" PROCTOR MAXIMUM DRY DENSITY ACCORDING TO SPECIFICATIONS -558. 112 :1 IN ASTM D 110.15 BOT. OF SKIMMER SURFACE COURSE: 1 1\2" FDOT ASPHALT CO CRETE TYPE S-111 IN PARKING SPACES, 2" FOk"IT ASPHALTIC CONCRETE TYPP S-1 IN ALL ONSITE DRIVES, COMPACTED 'TO A 01JTFALL PIPE MINIMUM OF' 96% OF THE MARSHALL MAXIMUM LABORATORY UNIT WEIGHT, SCALE: 1 20' H CONCRETE 12" 2. 6" UNDERDRAINS INV. 105.75 PAVEMENT PVC RE--WM 1 4� V 1. SUB -BASE REQUIREMENTS: INV. 105.60 ------**SEE-THIS-SHEET-'----'---- 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY RCP COMPACT TO OUTFALL PIPE DIAM --FOR ACCORDING TO ASTM D-1557 TO A DEPTH OF 2 FEET BELOW THE SECTION J J PVMT SPECIFICATIONS PROP. 4" - BOTTOM OF THE SLAB. FRONT VIEW 106 PVC FM 2. SURFACE COURSE: *SOD ALL DISTURBED LIGHT DUTY: 6" THICK, W/10 FTxlO FT MAXIMUM CONTROL JOINT **SEE THIS SHEET AREAS IN ROW SPACING & 1 1/2" MINIMUM SAWCUT DEPTH. FOR OCOEE-APOPKA RD, 01UTFALL STRUCTURE DETAILS TY: 8" THICK W/14 FTxl4 FT MAXIMUM CONTROL JOINT PAVEMENT SPECS b� HEAVY DU SPACING & 2" MINIMUM SAWCUT DEPTH. F.D.O.T. MODIFIED TYPE V INLET S E-o" T 10 N N N VERTICAL REBARS SEE NOTE 2 0 cli z Lo U) 00 3: 0 a: 5 Ln < C� 0 m E 0 DO = c:) U) C-2) C:� C-) Ln Ln to U 0 C-) (7) in co mmm co 2 cq 21.01 ;7- C::, cn cn c,_ SHEET: 14 OF: 18 IAETALLIC LOCATING WIRE EARLY WARNING TAPE -R FINISHED GRADE 1 MAX. PVC WATER MAIN OR FORCE MAIN MET LOCATING WI MAX, METALLIC NOTES: I. AL FIFE SHALL REQUIRE INSULATED MErkUC LOCATING RE (14 WGE COPPER) CAPABLE OF DErEC11ON BY A CABLE LOCATOR 2� AND SHkL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCAMNG ARE SHALL. TERMINATE AT THE TOP OF EACH VALVE BOA 3, AND BE ABLE OF DING 12 ABOVE TOP OF BOX IN SUCH A MANNERSO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF 'THE PIPE. 4> EARLY WARNINGTAPE MAY BE REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE U*nU*nES DEPARNEENT PIPE LOCATING DETAIL DATE. DWG: FtG: 24" x 24" x C" THICK CONC. PAD TYP. EACH VALVE BOA. 3" DIA, BRONZE DISC ANCHORED IN ONC. PAD ARS . x h IND TAMP AS Q D SEE NOTE 1 i 3" DLA� BRONZE DISC ANCHORED IN CONC,, PAD P SIZE OF VALVE 'RED TYPE OF VALVE r SERVICE DIRECTION & NO. �` It OF OPEN VALVE BOX D COVER .) N N 2500 P.S.I. - ,z� , CONCRETE MIN, ANCHORS z w UNIMPROVED, ED ONDITIO TOP FLUSH WITH FINISHED GRADE ASPHAL r SURFACE I a a _BASE ' ' — 4" x 4" x 1 B" LONG AD MIINN.)33PRDE T COBox VER IAMETEPOST (TYP,) BRONZE DISC SET IN IMPROVED GROUT A SHOWN CIDTITIN ABOVE. NOTES. 1. BRONZE IDENTIFICATION DISC SHALL BEREQUIRED FOR ALL VANES 1 C AND LARGER,OR � REQUIRED BY THE CITY FOR CRITICAL V OFFS[TE VALVES, 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 1 B" x 1 " x " WHEN; CITE` OF OCOEE U*nUTIES DEPAR ENT THE BRONZE IDERFICA11ON DISC IS NOT REQUIRED VALVE COLLAR DETAIL trr FIG: 107 PIPE SIZE av�a L Lo V) 0 tno Z y t-1 as o sa 5 v a va crs cn tin Ll Li Li w w w 0 0 0 u V 0 0 0 E 5 U.1 0ui � V) v) V) di 6*j ail 6 o ca CD CD co°'-.4 g �' Ems" ctx CURB (SEE STOP NOTE 3) CORPORATION STOP (1" IN.) U�-B CH NG Q {1 a� 3i4 J,4* PAINTED BLUE LOT NUMBERS --�--- UR6 STOP _ �v__ R }w' E7HYLENE POLYETHYLENE TUBING (1" MlFQj TUBING (1„ MIN.) SINGLE METER SOX DOUBLE METER BOX AND WATER METER (8'1I CI"ry) AND WATER METER (BY CITY) CORPORATION STOP FITTING NOR LL OPEN) AWWA TYPE CC THREADS TO METER BOX ASSEMBLY SADDLE POLYETHYLENE HYLENE TUBING DEG. WATER MAIN NOTES., I , ALL FT"TINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONFECTIONS. gig. NO SE CE LINE SHALL TERMINATE UNDER A DRIVEWAY. a . EACH SEWCE SHALL TERMINATE AT A CURB STOP (SWHICH SHALL BE EXPOSED APPROXIMATELY 3ABOVE FINAL GRADE E D TIED TO A 2" x 4" x 4 STAKE WITH THE TOP PAINTED BLUE AND MARKED WfTH THE NUMBER OF THE LOT(S) TO BE SERVED. CITY OF OCOEE UTILITIES DEPARTMEN7 WATERB ICE CONNECTION DETA DATE: , 1M DWG: SEIN Ma FIG: 405 m > BACKIFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY GATE VALVE - --- --- THE COUNTY ;o TESTCOCK(TYFI) GATE VALVE m THREADED NIPPLE (TYR) m N (2 REQUIRED) ;o M (n JL 90' BEND (2 REQUIRED) x i< C Z 0 FINAL GRADE m 73 0 0 -n --18" OLANIETER 8 r- z 0 M OR, 18" x 181, x 611 ' CC,NCRE7E COLLAR TO MAIN N�T�� #4 BAR ALL 711=3SERVICE AROUIND (2 REQUIRED\ < m z --i m 0 ;u C m NOTES! m Z I � ALL PIPE FITT, ��NGS SHALL SE BRASc, > m 2. PAINTING IN ASCCC-)RDANCE V,"7H THIS MANL�_ > APPENDIX A STANOARD DRAWINGS GENE RAL A;z'F�E\11t_AX A STANDAPO OPAWING,$ GENERAL DATE: Ar, if 15 2007 FIRE HYDRANT ASSEMBLY FIGURE A203 DETECTOR CHECK VALVE METER ASSEMBLY FIGURE A202 STANDARD CRA:AINGS GENERAL 15, 2007 APPEN0X A STANDARD DRAWINGS VALVE COLLAR FIGURE A112 GENERAL :E-ECTOR - ----- — ->'E, April is ZX- vj TAPPING SLEEVE AND GATE VALVE FIGURE A121-1 VALVE ASSEMBLY FOR WATER AND RECLAIM WATER 4,NS�I_NFIBER MA-EF -1 -7-777- :E'7�VEENI, YDRANT BARREL 18" X 18" SQUAPE (ROUND C �!Nj�, N, RETE OPT�ONAL)CONCRETE OR -ATION ROX 7 5 X 3,5' APr I 7�,-TESTSI 6" THICK CONCRETE L P0q YMER PAD TYP EACH REINFORCED VOTH VALVE BOX A-4 ED FIBERMESH SHEAR P,,D N -E a. EXISTING RE MECHANICAL JOINT PIPE A 15,)x C C V E R A i-�_'.E BOX as & P col F`LG� Z REQ U, RE D� L LOW _3 CX, AND TO 5' SIDEWALK ------- CURE tk _ ,, "WA 00 PLAN 5/8'X 14-44E7ER C,`V ER S,,O ��A R E AND CHECK VAtv=_ C', E A ND PE 'ED �� 1z 0;; E :LA;,M ED WA TEP EXPANSION MATERIAL TO BE PLACED BETWEEN DIP _;'�PE SUPPORTS T Z5,040i P S I AND CONCRETE SLAB N CONCRETE lm%, 1 81t �7_ OR 4" THICK '---NEW PIPE POLYMER ks,:x w MATERIAL OUTSIDE PAVEMENT CONCRE7E r FLANGED JOINT !AJ TAPPING OONCRETE SLEEVE ED SLAB (2500 PSI "!-7-F�NISHED PACKFILL :DNCRETE WITH 1- 12" S;�-' DE ASPHALT SURFACE PLAN z�BERPAESH) 1�2 (TYR) ANCHOP"NG TEE 717" 7— CL 777, 4" ,V>, BOX BASE 90- BEND (MJ/MJ) LIJ �/ ., /1� �11 > RESTRAINED JOINTS 0 QUIRED) —RESILIENT SEAT (2 R RESTRMNED TAPPING GATE MSCHAMCAL JC�VIT VALVE WAIALVE BOX VAL,'_z'B:DX 4k� A N R (TYP REST 11t4c_nJOINT 'DE PAVEMENT FIROFfLE NOTES: ALL ABOVE GROUND PIPE JOINTS SHALL BE FIANGED, OF THE 7LANGE CONNECTION SHALL BE,5" FROMTHE TCP OF THE UT�LIT�ES SHALL OWN & MAINTAIN METER ONLY. �N ACCORDANCE WITH THIS MA[qUAL, iEISS EGRESS EA;,,`iEMENT REQUIRED. 5 3 ONZE I D ENT0=� 70N DIES, C SHAL! z, E z FOR ALL VALVES 16" AND LARGER :E7 -�TOR CHECK VALVE SHALL BE OWNER�SREESPONSIBILITY, �_,aCATED OUTSEDE PAVEMENT, A R 2, LABEL TYPE ASVwA-;:R, SEWER OR R:::-A 1J= '�';ATE SECTION A - A - STANDARD DPAVVM�GS GENERAL APPENDIX A STANICARD DRAWINGS GENERAL j A T E RESTRAINED PIPE TABLE FlaURE A104-1 APPStOX A STANDARD DRAWINGS GENERAL DATE: Aprg 15 :X GATE VALVE AND BOX FIGURE A107 WATER AND RECLAIMED WATER MAINS D4 E April 15, TYPICA VALVE BOX COVER FIGURE AVIO WATER AND, RECLAIMED WATER MAINS L 7:= OF VALVE BOX vSHED GRADE _0_0 'M M LENUTH (FT) TO BE RESTRAINED ON EACH SIDE OF F1 %4`1,,P� 0 C Z _00C 00 OC-NCRETE COLLAR 0 -AS N, -EAD GRADE INILNFAVED ARE 0 C 0 [-j c' 0 0 PIPE SIZE 0 C 0 C, 0 0 �,ePE oc 0 L 0 0 8" 10" 12" 16" 20" 24' Zcr 0 C 7 RE C LA 4, Fj 0 0 SCREW 0 C] 3 EID - 90' BEND 20 ! I 1�,:� P-10TED SELECT c'- 0 0 TYPICAL LOCKING 7 44 51 65 77 89. 10,5 _'-';:,E -DUCTILE IR01`4 oc BOX D':AV%TON FILL oc - - - - -- BOLT 45� BEND 12 15 18 21 27 32 37 44 f —TBS7 STATION BOX E-E %0TE 2 Z_ �-'22' SEND 4 6 7 9 13 15 18 21 tic 10 ........ _':-�OAENT RING 4, NNG W! R E ------ 7 __7 77 C 13 1 -11 i4* BEND 11 2 3 54 4 6 7 8 9 10 ............ :�=_S ENITSEAT VE BOX SHALL REST ON o f_�] o o _C,�-, PLUG OR BRANCH TE VALVE 421 59 77 93 1108 138 166 194 BE-D `4_4Z ROCK NOT ON VALVE o o I C1 o n- i-3 OF TEE 231 R MAI N PEC_A,;Y`DWATER 0 13 0 P PEAND SHALL BE VALVE '�-7=_N�`SRED ON OPERATING NUT o o a I, _5 6-9 LS:319 -CLAIMED 4 0 0 C MAIN -1 C] r, OLSE.WER 01"Jo 0 IA 0 NOTES: 0 (j 0 0 0 [_j 0 0 0 ILD 0 7�7 1 . FITTINGS SHALL BE RESTPAINED JOINTS UNLESS OTHERWISE INDICATED, 2. INSTALL FULL LENGTH JOINTSWITH TOTAL LENGTH EQUAL TO OR GREATER 0 D o o o Tj 0 1_� 0 0001,300 SHOWN IN THE TABLE. _��P ��i �?' 3� WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELCS 0 7-1 0 u 1 13 0 r GREATEST LENGTH OF RESTRAINED PIPE, i�` Sz__-�O�NG ROCK 4. ALL, LINE VALVES AND THROUGH RUN OF TEES SHALL BE RESTRAINED, '*0TE 3) 0 D 0 0 0 0 0 5� LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE W TiNt7), :3 -3 0 o o o o o\ WASTE WATER PROCEDURE OUTLINED IN "THRUST RESTRAINT -DESIGN FOR DUCTILE IRON PIPE'Ak�z, __j 0 0 0 0 0 �o, PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: f C SI 10 0 C 1� WATER I =EOR DUCTILE IRON PIRE E,,",17ENSIONS SHALL NOT SE�'SED' VALVEBOX 10 0 C Q WORKING PRESSURL',: 150 PSI '�S �4 -,-,A 710N. ED 0 0 0 -1 El o 1i o o o/i SOIL DESIGNATION: P_§LLR 2, "VE ACTUATING NUT SHA� i. BEEXTENDED TO BE V%1171-�iN !rCP F�NISHED GRADE, 0 -1 11 0 0 0 0 LAYING CONDITIONS: 3 3 SHALL Co!,,�`FORM TO FDOT NO� 57AGGPEGATE 0 El 4 S�ALL TERMINATE IN TEST S74TION BOX, 5 FIGURE Al 11 FOR �NS-ALLATIONS AT A DEPTH 0�-- e 0�;�GREATE REASE THE GIVEN VALUE 6 FOR HDPE, PVC OR PIPE ENCASED IN POLYETHYLENE. !NC) BY A FACTOR OF 1.25, PC -TABLE WATER NOTE: 1. LOCKING LC'S 4RE REQiJ'1RED ON ALL VALVE BOXES C) uj _j C,4 (n Lo 0 (n ZE V) 00 >- cl� CD wo < m 0 z E co 0 C� V) V� Cn Ln to odd C-) 0 u W w Lu U C-D 0 z: z Qi * 000 C-) If uj L 0 C -d 1 -.8 --d uj Lu Lu 000 M C) C) :E :E m Ji: 31: 3: w og a: i2 ;-- Ln (/) Ld Ld I, r LLJ Uj Lj 000 U u 0 000 cx: Q� ct: LLJ LLJ LLj EL a- CL M 0 m LAI uj LLJ U) (n Lo E I E Cr C) 0 C) C) CD C� C14 C14 C:o :> CY) I,- 0 a CC) C12 C2 Co CD C=, 1 5 C12 C� m ti CD r4 t,- C> C12 -tc Co f-44 -4 C� C12 V) _j < Ld Sol C) 14 47 C I . Q4k C I t = w V) 0 LL_ 0 Ld LAJ ::D C-) m 0 PC V) C) ck-11 Aq L-1i Z_ i- 'A -16MAS K 5XFLTON� FE 014 42,t52 SHEET: 6 OF: 18 MMrh V A flac KI c 0 A 1 STANDARD DRAWINGS GENERAL DATE: April 15, '2007 PLUG VALVE FIGURE A109 DATE: April 15,2007 MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FIGURE Al 16 WASTEWATER WATER, WASTEWATER AND RECLAIMED WATER MAINS D S ET 101 OF VA L%j E BOX -----'LOOP WIRE TO FINISHED GRADE ---CONCRETE COLLAR FINISHED GRADE IN UNPAVED AREAS T ADJUSTABLE SCREW —COMPACTED SELECT TYPE: DUCTILE IRON VALVE BOX COMMON FILL HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY _P'b7fK6LE WATER LPV±__ HORIZ �ERT P m HOSIZ VERT STORM SEWER ACCEPTABLE VARIANCES HORIZ VERT----- 6' 1 3 iz, WATER REFERTO R_ER�G�_IM�_D_ 3' 12" 3' 12" GENERAL WATER SANITARY NOTE#4 SEWER 61 12" 31 12 -TEST STATION BOX GENERAL NOTES: 22-1/2' EEND 3 4 � 5 6- i 7 9 10 12' 1 14 16 PLUG VALVE LOCATING WIRE 1, THE TABLE MEETS SEPARATION REQUIREMENTS AS DESCRIBED BY FDEP IN THE FLORIDA 11-1W BEND 1 2 1 3 4 1 S 1 6 1 7 1 8 l o TWEEN ADMINISTRATION CODE (FAC), THESE SEPARATION REQUIREMENTS SHALL PPLYBE 13LUG OR BRANCH NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. 130 1 40 52 63 72 a,3 III 130 155 178 -)F TEE 7 ALIGNMENT RING 2� FOR THE PURPOSE OF THIS TABLE, RECLAIMED ViATER SHALL MEAN UNRESTRICTED PUBUC, 7 BE 89 1 6" BEDDING �0,1", I I . r VALVE 15 20 1� 25 1 32 �,3 47 56 65 �J' ACCESS REUSE WATER AS DEFINED BY F.A.C. 62-610. OTHER TYPES OF RECLAIMED WATER ROCK 4 ARE CONSIDERED RAW SEWAGE AND SEPARAT�ON LISTED FOR SANITARY SEWER SHALL k (SEE NOTE q,� c APPLY, 1�zN, 1 ALL SEPARATION DISTANCES ARE FROM OUTS�DE OF PIPE 70 OUTSia,,E OF PIPE. 1Y PART OF A NOTES' 4, NO WATER PIPE SHALL PASS THROUGH OR COME IN CONT ACT WITH AN SANITARY OR STORM WATER MANHOLE OR STRUCTURE. I ' FITTINGS SHALL BE RESTRAINED JOINTS UNLESS DTHERVMSE �NMC4TED- -THAN UND�STUPBETD 2 INSTALL FULL. LENGTH JOINTS VVITH TOTAL LENGTH EQUAL TO OR GREATER EARTH SHOWN IN THE TABLE l WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE F�T7�NG VMICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE, NOTE& I ALL LINE VALVES AND -THROUGH RUN OF TEES SHALL BE RESTPA�NED, I , PVC PIPF-,,--)R DUCTILE IRON PtPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX �3 FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GiVEN �N PARENTHESES OR INSTALLATtON INCPEASE THE GIVEN VALUE BY A FACTOR OF 1,25, 2. 'THE VAL% EACTUATING NUT FOR SHALL BE EXTENDED TO BE WITHIN 3 OF FINISHED GRADE, 3, BEDDING IIA-ATEP�oIL SHALL CONFORM TO FOOT NO. 57 AGGREGATE. 4, WIRE SH'4LL TERMINATE IN TEST STATION BOX. 5, VALVE BOX SHALL REST ON BEDDING ROCK HOT ON VALVE OR PIPE AND SHALL BE: CENTERED, CN0,PERATING NUT, 6, REFER TO, FIGURE All I FOR INSTALLATIONS AT A DEPTH OF VOR GREATER. APPENDIX A STANDARD DRAWINGS 3ENERAL APPEN04X A STANDARD DRAWINGS GENERAL APPENVX A STANDARD DRAWINGS GENERAL nATE Apri! 15,2W7 THRUST COLLAR (100 psi) FIGLRE A105_2 DATE, April 115, 2007 PRECAST CONCRETE MANHOLE FIGURE A301 DATE�Api 15,2007 PIPE LOCATING WRE FIGURE A114 FORCE MAINS SSET COVERS FLUSH IN ,--MANHOLE FRAME & COVER (SEE STANDARD DETAIL) TRENCH FRAMES BEDDED fN MORTAR PAVED AREAS J 18' 18" x 6" PPOViDE BRASS RING PLUG IN TRAFRC AREAS, Co 2 CCL,\RS ES OF SRI-,K j,! ",-C"NICRETE PAD LOOAT4NGA4RE --------- ---�-4 COURSES 1,kAX,OR #4 RESAR w 'I HDPE ADJUSTING R,NG FINISHED GRADE #4 BARS ALL ARC,,�,,D 3'-C' *.A,,kX PP1`4G SEAL Ek> SIDE SEE NOTE SjYP) > AROUND PIPE) < M�N Z'CLEARANCE APPROVED COATINGS MIN (TYR) ArED INERS, PER 4'-(Y'M�N S'WN < A SPS"IF�CAT"DNS 7 D 'o I I- RISER AS TIE RODS INCLUD1,G NUTS ANDWASHERS S G EE R WATER, 12" C Z 7 (SEE SCHEDULE SEOW1 S P �31 F f 0 A T 0 "N S WASTEWATER, 7, 45' BEN`3 4" X 4" X 17' STEEL < NYLON STRAPS, OR RECLANED MAIN 3 PER JOINT PLU'G 'A`�':_ MiN BEARING PLATE MECHANICAL (SEE NOTE 1) LOCAT�NG V,1RE CLEA %0'111�'F I's BY L�CENSED UNDERGROLiND JOINTS �NST,1( LE .. . .. #4BARS-- 1�4 8" MIN UTILITY _'ONTRACTOR 1A 9i�T CLiANCUT (TYP.) Y, -TO GRAVITY SEWER FDOT 57 ST0,NE 2" MIN 6. P UNDISTURBED EARTH-- OUTSIDE WALL I UG, SEE -rREN`,-,H DETAHS \LL INSIDE W� R P E E E D 0 1 NG PRE -PRIMED JOINT SURFACES PIFE-PRINIED A -ED, *,STICJOINT 1, AL' CLEANN&L-3 ANL-, CONCRETE PADS TO BE FLUSH WITH j,;a,'NT SURFACES PRE -MOLD NOTES: i SEALER GRAI-_'�E, VATER�4t S, ADDITIONAL REINFORCENIENTS SHALL SCHEDIJLE OF DIMENSIOt SANC" 70 INSTALL & PRESSURE- TEST WYE BE AS BY THE ENGINEER, C NIP' ETED A'N", ',S%d_�, ,:'_JG, PLUMBER TO �';EVOVE PLUG, INSTALL MINIMUM COMPRESSIVE TRENGTH FOR PIPE DIMENI31ONS �,;:�7 7ii RODS RE �O,,NT WITm C��_t,A,��_'�- 4INC) �.,'ONCRETE PAD. SIZE 5 a��EE'Z�" -OUT I )IA, , 1. 3. �WZ7 2 1/2" CURB VARKER W�7,PE LATERAL CROSSSES, CONCRETE SHALL BE PS�, (INCHES) SQUEEZE -OUT BEDDING, BACKFILL, ANEE,,� :OMPAC'TION SHALL BE AS SPECIFIED ELSEVOH'�RE IN 2,0 __11 ------ 4� AL� (,()MMERC�A,_ ANr RESOENTIA,' `Z�t,43LE LATERALS SHALL HAVE 6" CLEANOUTS, 2,5 2,5 1, C 3i,4 NOTES: THE STANDARD 0RAVVINGS -1 ALL FORM BOARDS SHAUL BE PE!�`:)VED 10 3.0 2,5 1 0 3/4 2 111 1, DROP 00kNECTIONS ARE REQUlRED WHENEVER INVERT OF INFLUENT SEV�(BR, IS 24" OR 5. AU'L RESIDENTA' - O'CLSLE LATERALS SHALI HAVE 4" CLEANOUTS, PRIOR TO BACKFILL 12 4.0 30 1 1 -0 3/4 2 MORE ABOVE THE !NVER7 OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. NOTES: 6. MAINTAIN A kVINIA.AU'A OF 3" CLEARkNCE' 'F EE OF ALL PLANTINGS & STRUCTURES 5 NO ALLDWANCE SHALL BE MADE FOR 115 5,5 15 1 1 �5 1`4 4 2. APPROVED CONCENTR�C CONE DESIGN MAY BE USEDAS AN ALTERNATIVE, 1. ALL P SHALL. REQU�Fz_ �iSULATED LOCATINGA�RE G�A,_`iaE SCUD COPPER) CAPABLE F - AROUND FRICTION BETWEEN THE PIPE WALLAND 2 _T5 1 4�O 1 1,5 3:4 A FLOW CHANNEL S�iALL t7�E CONSTRUCTED INSIDE MANHOLE To DIRECT IN LUEN11 OF C,=7';CTIOPq BYA CABLE OCATOR AND SHAL� BE -VRA; t,11YLON STRAPS TO L - w� THE THRUST COLLAR. :4 8.5 i S,o i I's I NTO FLOVV STREAM, 'Top CE�::RLINE OF THE - 7- DESfGf4 PRESSURE, 100 PSL --- ---- L,I;:T HOLES �HA,,v�.,G,,, STRUCTURE ARE NOT PERMITTI ED. -�NGWIRE BHA'' 7ERMINATE INSIDE THE s,,x4',! D SHALL EXTEND 12- T�,RV�'7,;OL�_ARAREAS TOBF. 2. L 0 CA REST RA11,,1T 3EARINC 5 ViR4P 7��-�'_YARC",LNa CASTING JOINTS TO EFFECTIVELY SEAL THEM FROM GROUND ABC,,;-: 70P OF COLILA"R 6, HDP,=- k4AY BE SUBSTITUTED FOR BRICK RISERS, APPENDMA STANDARD DRAVV�NGS GENERAL AcIPENDIX A STANDARD C0kAV1AR,4,3S GENERAL [-_)ATE� Alcril 15,2aI'�' STANDARD MANHOLE FRAME AND COVER FIGURE A304 7-ATE: Apr- MANHOLE C,0NNECT11ON FIGURE A302 V-0,IHOLE INFLUENT SEWER LL (SEE NOTE 2) RAISED LETTERS 2 cLU'SH WITHTOP OF COVER CONCRETE ENCASEMENT OF VERTIC �%,_ET 'AL PIPE A,� DROP PIPE -E jPz" z (SEE N01 1) REQUIF ED �90' BEND MANHCo DETAIL OR I C -N,`ON P`E%ETRATING 0 4 E S "TAINLESS 5-PRECA,tj -1, 1:11 L - BAND MANHOLE VvALL-____ P LA'N' PVC CAST lN-PLACE - - SEAL > 15" PVC 28 3/4' /-MACHINED DIIAMETER PIPE MATING _,41IMP R ES I L I EiN SURFACE��r C 0 N f Z' E CITC,4 (RUBBER 24" 3,8" 1-1 /2" MIN STANDARD PRECAS7 P�PE C-C)NNECTION 9T� ---j-4-3/4" Ml� N�OTES ,::LEVATICN, DRCP;��zEl 4k%1L F��T7NG.3, SHALL. BE OF EQUAL SiZE, AND MATERIAL AS THE INFLUENT S E VVE R 2. ANC'�?-S CE DR, a;' C�nN14EQTION SHALL BE. REQUiRE D FOR ALL INFLUENT LINES WHICH HAVE �� N N �, E�:' � - 2'(:�R MORE AS OVE THE I`,,,1ANH0LE INVERT, 1, ONLY APPLIES,ro UT:ILITIES C,'.oVNED AND MA�NT,14NED MANHOLES, "ORANGE COUNTY" 3. ALTER"LA-E �%,,4TEPTIGHT CONNECTION C'ETAILS FOR CONNECTION OF 24!'DIAMETER SHALL NOT �kPPEAR ON PRIVATE MANHrDLES, I PIPES MIUSTSE APPROVED SY UTILITIES. 4� INSiDE SE�:;, �:H, Z"ROP CONNECTIONS ARE PERMITTED ON EXISTING MANHOLES, APPENDIX A STANDARD DRAWINGS GENERAL APPENOfX A STANDARD DRAWINGS GENERAL DATE: April 15,2007 BEDDING AND TRENCHING - TYPE B FIGURE 4102 DATE, A,761 15,2007 SERVICE LATERAL FIGURE A305 TRENCH WIDTH VA - RIES 1 N IS H E P %.;RADE WYE NTH ��IZ: &F PIPE- 6" BRANCH SEWER MAIN SIZE VARIES CLEAN -OUT Z, (TYP) 6' 45' BEND i WYE WITH 6" BRANCH DOUBLE LL WYE WITH 6" 45 \7� (TYP�) 6" BRANCH BEND A' to :D BUILDER'S Ij :5 LOT PLUMBER SEE NOTE (SEE NOTE 5) COMMON FILL Lul T, PIPE O,D, PLAN U_ -ki= (TYP�) TEMP. PLUG CURB (SEE NOTE 4) S z; INITIAL Lu STAKE TO SHOW LOCATION OF KFIL. BAG SELECT COMMO TEMPORARY PLUG. (TYR) FILL x\� HAUNCHING UNDISTUREE-000 H SLOPE TO TERMINAL DEPTH (SEE NOTE 34 T FINISHED GRADE \6 MIN (T)1P.) NOTES: t I NI TIAL BACKFI'��. A NO HAUNCH ING: SELECT COMMON FILL COMPACTEDTo As% P, in A I "ISPERAASHTOT-180. M AX I M UM DE NS'l V A 2� TRENCH BACKFi��L,COWMON F71LL COMPACTED To 95% OF THE MAXINIUNI DFNS17y' (TYP.) BUILDERS ROTATE RE T-130, jr- SPRIN LINE R AASHT:1 7,P S E E 30� (TYP,) LPLUMBER (SEE 1 PIPE BEDDING' 7L!ZDNG SELECT COMMON FILL OR SEDaMNS ROCK IN fkCCORD,V,i`1 C NCT-E S 2 A 14D 5 S EWE R MA 111 NOTES) WITH TYPE A BECCVN,,G AND TRENCHING DETAIL MAY BE REQUIRED AS CNREC7 ED E UTILITIES. 4, 15"MAk (12- F\OR PIPE DIAMETER LESS THAN 24' AND 24" MAX (I MIN) FOR C 0E DOUBLE DIAMETER 24'AND LARGER. LATERAL LATERAL 5� WATER SHA�_�_ BE PERMITTED IN THE TRENCH Du,PR,1iG CONSTRUC, FION PROFILE 6, ALL. PIPE TOBE �NS7ALLED WITH BELL FACING UPSTREAV`,�,O THE D1R='CTION',OF`_4E FLOW. tj,CTES� T FINAL RESTICRA-lON IN IMPROVED AREAS SHALL BE �N C'--,kfP' - All,,C E VIA, r H A L; * I , � N'vE RT,��F SERVICE LATERAL SHALL NOTE NTER SEWER MAIN BELOW SPRI14G LINE. APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTOR,47tC'i 2 SERV�CE LATERAL SHALL BE CAPPED BY DEVELOPERS CONTRACTOR. WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQLIIREMEN7S,-_':� 3. ALL FITTP4G$ SHOWN ARE TO BE INSTALLED. RVGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTIO14 4, SERV�CE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THE SPECIFICATIONS. CURB DIRECTLY OVER THE LATERAL, 5. BU'LDER'S PLUMBER WILL REMOVE PLUG INSTALL. CLEANOUT AND CONNEc,r SERVICE LATERAL To HOUSE, LLJ C`4 111) 0 c14 V) :x V) 00 c. M -0 C�t cr. 0 m z Ld 0 c:1 r4 0 a MEN 5 '"7319!0_30W CD c:) N C14 co cr) 0 n c" r, CD C) C\2 C,2 cc p C\2 c- im t CQ C12 6.5 C:) Co 64 CD rn A s THOMAL: 44. k�LTC�N ��PE SHEET: 17 OF: 18 __�_________ - -_ _____ I _____ - I --.- I .- I I 3ENERAL ... _Q - -N-OTE5. I - I \ I 1. SE RISER UNIT TO BE CAST MONOLITHIC, �, L "I , �,�' 1 2, VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAI. OF CHECK VALVE I,'-"- �-" ,�,� I I 1 �,� _' � I ,, ,, >1 ,.___EMERGENCY BYPASS CONNECTOR. SEE SECTION SPINDLES WITH MINIMUM CLEARAN(,,E S AS SHOWN FOR 6" DIA PIPE I 1i ._____! 3" __ �,�,�,�,_ A -A ON THlS SHEET. FOR EXACT LOCATION AND I AND SMALLER.. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER . _; �"l_____,.______ - ------ � - �, "k � ) � ,j t i I I � - "I PIF:` SIZES, MIN I R J HDPE 4,'� INI� -- i �_' A", �_� I I \ 110 , CONFIGURATION SEE SPECIFIC SITE LAYOUT NOTE: SEE HARDSCAPE PLAN FOR POST LOCATIONS � � ' To RF�I�V'vN�� VANHC'I_ F-] �, SHEET. 1 3. VALVE VAULT SHALL HAVE SEALED FLOOR ANID DRAIN, - I -_ '-- -- VALV tAl,,1_7 "_%" I I � I ,, \1 , -- 4" DIA. HDPE PIPE. 1 4. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE I---- __-_ I i I --- 1 \71 - - ,�, , I I ('App, "p"",_:_, "i- ,�,,'�� , .--'BALL" STYLE POST TOP VAI,A_T SHALL BE MADE WATERTIGHT WITH WALL SLEEVE �- � "I __ �_ ___.I__ " I-", I i I` FOR �:,CZS, - �;; !, � , 7 I �4,r 8' TYP.: VARIES IN CERTAIN LOCATIONS �,� -SHRINK GROUT. OR .1 , ', '," , , ____ --- -_ __ 1. --- � � - , -_ , � `�_____ FSEE`_'_PARi5S6Ai��PL !�,_,_`Ill ' .,--Rt4L BRACKET NON " I �, ____ __ , _ ---", " 11 " I I ________1_1_____ _�_ I _____,_________'___ ___________,__, _______,___ ____ I I / �U � I I "I 5 � THE.RE SHALL BE NO VALVES OR F"LECTRICAL JUNCTION BOXES m /' , I � - I �\ � , I P, I ----,-- ,---"-----,--- , ____ -- _ _____ ,_______, --- -i I �,,___, , .I - I _ ----il I X I X� .1 7'--?' ' _______1 ---' f I r - -, 1 i \ I/ � I - - , , --,-,- , - -, - -, , 1 t , i ! %k I 1, I I ! I , A i 1. /. I //,_:::� �, I I I . 5. i 1 I A I / ;,,,,,�k __�,.___'__.,__ , 7' 1 1, __L ' ' �____ '_ r -.,-- 3 -----,.. i � " -_ ____:� - _ - -_ - , �, -,,',' " '44*1_.____4'_�__ _::i_ - __________, ,-,------ ____ _ ___ -- -_ . � ,,, 1 __ il- I 11 ------ 11 . z I - I _ -, __ - - - - - - . I , \� I 1� � - - -� I - " I .�K,- ____ _ � I -z � ! , �4, � df- �._In:l � i "I - _� -4 $ �',�,_,,,,�-��'zi �� __ � ! � / � -1, �tt!�++ - ____ , � 1_� :�,;� , r-21 ; � i I -, _ � � i ! I . , � - 1,",�r;,"d, "I � � , " I A I � I i I I � 1 1 1 , _� 1'1�11' � I i =Aw,�,_ ______ I ", � - __ - - - I ------'-I- � _____ __ + - ---.-- -- ` ' _��1--�-,,]:_4�� ,�,, , , I " I -�-- - -�Z_-7 - -, -- --- -- -------',, --, i , _____ - ____ __ --------- ________ -----,--,- --- i _--j- I - __ I - , , �41 I , � 1, � � , * � , " " , v , I � � i i , , _', , I � , , , , 'V , � 1 � /' , , 1� _"Il 11 I , �1'ir I 1\ � , , , , - � _Z�, I , - �7_ � � I I , - i I I I __ ,,, , . � 1, I t , /�;;�� _ JlI, �'��, jr"=: , , � ! 1�1--r-_7 -4 - 11 11 I I I I , � __�_ __ - - ___ -I �7,__�' r__ , - - - ":---,, -:17,- __ - , -12 , L , - --,+, I I "' '� -__=_�_:,7_-,_"_4_ __ _: � i . � . 1�=_f:if ---,,_,_ I I 04 +"" _____-G'�_,_ �= _: := --- ::�# � ------ �__ I.- -.-,,- , � __ -::,-I - I - I, 1- - ---------- - _____�_ _!____ , I - I 1, � _ - -, Pll�_,j It- 1�t-__ I � ... , � , I � ; E:�t_j_ _,�_L��44 , t----�---�---,-$,,,��,,�-�.�,�--.-,,--I __!� ll -,-,-- -- - ....... <,� _ _1 -1: �� F , -%-- , I I I I ,_,, �� -,- � --- I I I - �' I I-! I -_ I ',I _AJ " - I I \1 � �:: z " I � I I , I , A t ", ,11\ I � : , " I 1 ; I . I _ I ��i I I " 1"�_ I i t t I I- I ', I (_ __ ." 9, 3a , �___ , � --- �-7- I � i, -''- T�-, ""'.:__ _7 __1_1 I -----, ---I. ,-----",�."-.,---,�l-----�----",..-----"- �, -�, -7 , s�, �1___________________ _______ _-_____ 1_______________ - - , ,� / ' , ____I____,_�,__ .__,__A__ _____________._ __ _____1 I _____1__ -.1 �, _', " � 1 1 __ _ _ -_ --- -_ -_ ,/ , , " I _____T_ I �, "" � � i I I ,/, , --- ----- � I &I I I�I i I �" , " � I �______ PLUC i,'k�'_ �,Ajj it:� f)� AC.C,�',,�, OPENITA,' --;t' / /� -L_�_ _-, - -, � 11 I � I - � I I � I I I 1 ( / � � I I I 'A9l H � - _--1 I � �� L , OLDEi -- ----- --- , � � � I I � � I I - - - _i __ , , !� � . : � I, __ � I ' I '-, __��__ I - - - L I ! - - ;ALi� ��' "4LL L ENLARGED '. I , �� : I 1-- ------------ 1 ONNE,��'T � : � --�'� '" - I � I I I , F c� C �1, �,, 7, R GE�'!JRED OR � ! ,--,, \ � I ; � I ", _ I L, ,�j � � I - - � , I � ! PER N '�' - ', � : � " � !,L- ----- , , �,, _�\� - / � � � _L -L -------------- ___________ Hc,:,",_ - - �' � � f � � I " ' VI -NI Wl',� ,,IFNT CM - ,� I— / I � , , ��, 11 �!,Ij: I'' �j -,Jk,�� I ,___ / , I " I I , I ,_ 1__._.____1 I I - , , - , - \ '-) , I- � -/, - I - I 11 11 �, - S, A I i Q N ," - - ', ') El __ - vilEw ____________.___ . ... � ___ __ --",. --.- I � -_ I I _- 11L:,:, : _:,� " �' .� ", - '-- 4, , " �' �' ,��1,111 - , _ __ , `� " BEL 0 ,"i � I , - - , �� "I, - "I -I - -- - 11 J" IA1,, r- 9 O' - ;w', zl� I 11 I I ,%, - , :,� ,,- 11 I � -, , � k' I 1)('K',! � AND I 1 -- - , 1 A) � _' " ��`IIE I :�-S` � __ '__- 7, �9) ,-,\ !,-., � , Flj i�41'itj/ (QF� , I VA_,1 =,-,, N':RF I �_ , � - I ,_�IA*l , ji ' -, / I ltll,�15�t ,j T,,', 1�14()Ij� ,;I'l--N �_________________"____ �1,,�" - I � � 1 �, 1\ 1 , � cl",x �. X". --- RINO WEI WELL, __ f- 'I I " V� � � .. - _,�'f` 6. WEI' WELL. AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH ,516 STAINLESS I __�_ .- - 6 t�r , .,-' I 3/8"0-1/2" U-CHANNEL RAIL AND LOCK BRACKET, SIZE: AS REQUIRED BY PuMp wil m d 6 , . - - .!! - - I IVATJUFACTURE� AND APPROVED BY THE CITY. UNLESS OTHERWISE: NOTED. - �4_ r � i 1 -- - - � I i i I I I ` 7� FLF>IBLE COUPLING SHALL BE SLEEVE TYPE, � � I 'At i i 8, ALL. HARDWARE IN WET Ill AND VALVE BOX TO BE STAINLESS S FEEL � I � , I I I . - J_L_ �------- 2-1/2" SQUARE POST 9� CONTRACTOR :41ALL INSTALL A "P" TRAP IN THE WET WELL DOWNSTREAM � I I � I . I I C-_� i ; :: I OF THE FLOOR DRAIN SHOWN. I I � - /'-'-L-,--- j i t � .t I i � I I --- I" SQUARE PICKET (.0 I � 10� WET WELL ACCESS HATCH TO BE ONE (1) 3')" X 48", CHECKERED I 11 � ALUMINUM PLATE WITH PADLOCK STAPLE AND HASP, S`MNG i I , I HATIOLE AND 316 STAINLESS STEEL FITTINGS AND ACCESSORIES AS i 11 i 9 I I I I � 1i I MANUFACTURED BY "HAIJ-IDAY", PRODUCTS SERIES H1VV ACCESS OOOR I z I � i I ;�� I ; I ! ,,---- INDUSTRIAL DRIVE RIVET AT .H20 LOAD RATING OR APPROVT� EQUAL, HATCH FRAME: TO 19 , 2 1 � I : � , / INTEGRALLY CAST IN TOP. PROVIDE "MASTER" KEYED LOCKS. � , � I ('0 � -7 1 � __T,11 , I , � � i I I , I , I , E ___ 1= r. - I I - I ! It , , I � I __ , I _--r , � - J - - - ::, - " -,: 1�, I 1 VALVE VAULT ACCESS HATCH TO BE ONE (I� 48" X 48", CHECKERED - 11 - - m _ . I, -1-t t I I - I .. __ ___ - - __ . 1.j _ , � , I I � " ALUMINUM PLATE WITH PADLOCK STAPLE ANO HASP, S14ING 11 Ll,�- �,i_L_1-,-L J, - -, I - --t - ' - I ,.-- - i i - Fil -i ,�� , 77 - - I . I J'_-�� I L_ HANDLE AND 316 STAINLESS STEEL rHTINGS AND ACCESSORIES �,S - � - � 'I I! ", , Fri I U , P� �_L�7- , �-- , � ', � , , - ll� � � ___1 - -_ .- '. I 14,111 Ill- I it -__ _i ! 1=----1 ;= � l___1 !=--__-----'� � !- , 1 � � 1 , - I f 'ri, , ','� :" _- - - 1� =1 I I , MANUFACTURED By "HALLIDAY", PRODUCTS SERIES H2W' ACCESS DOOR I __ - __ _,:: I AT 1420 LOAD RATING OR APPROVED EQUAL, HATCH FRAME TO BE . I - , - - __ -, 1 1:----, � �! i- _--, i � I L, '� - -:1 I --- L. I I __ - -11 - -I-,- .= - :: li� INTEGRALLY CAST IN TOP� __ :Ill * � .111 _ t-,-- - I 1 E - ,6 " T!, I � !I --- � <0'' I- T - -1 "MASTER" KEYED LOCKS. ] I �� .,� __�_ I -- : 1 ---I I I --T 1 '1- , � -:�----------ANCHOR POSTS IN --.-. �. :b 1 f I =f i I.---, I I � = i I I PROVIl �i ` __ - , � - -1 � t , � I I I - -- - � I �! � i�� - ; I , I , I I I : i 1 12, PRl AND INSTALL OOALITY CONTROLS, INIC. CONTROL PANEL, 11 , '' I I - I j,_ __ 1 � � I - , NEMA ,3R STAINLESS STEEL __ - - , I - I �__ I I . � - , i� " _-_7__Ij . i 111� --T I, I I CONCRETIE (MIN. 3000 PSI) OR APPROVED EQUAL, WITH , I -11 -=- 1,�, .�"; I '� t i:=1 I'= I __ ENCLOSURE. THIS PANCL SHOULD HAVE TYF'E: SQ. "D" HD FRA?l - - 1, - �_i -1 _, : I Z�,J I ::�,i_ __ - ! !1 - � - ::"- 1 I - - -- __ - I -11 , I' CIRCUIT BREAKERS AND HORIZONTAL ROTARY OIL PROOF, i - ", , : � 11 I __ I I '= _5 , f - , - : , �__ , I . � - CH FOR HANO-OFF-- AUTOMATIC THREE I =_ - - _� - : ,_ I � I "j. � - - POSITION SELECTOR SWIl' -1: - 1; t z ,-I I I - - (10 ; I ___ " I il I I- OPERATIONS. CONTROLLERS SHALL INCLUDE ALARM U(;HT AS 1 1 I, - � I _- '_ * WELL AS A00FILE DEVICE, ELAPSED TIME MCTSRS FOR 1= �' I- --ACH __ T, I,- ,- � 4`o - I - - .1, - l, PUMP� LIGHTNING PROTECTION (3 PHASE). PHASE PROTECTION AND LOW VOLTAGE PRO-ECTION, ,1.ONTRoL PANELS SHALL HAVE AUXILIARY GE14ERATOR RECEPTACLE (100 AMP RUSSEL srOLL TYPE JRS1O44FR WATERPROOF RECEPTACLE OR APPROVED EQt.'AL), CABINET SHALi- BE 304 STAINLESS STEEL W FH AN INNER P, P"C)l l � ALUMINUM DEAD FRONT DOOR NTH CONTIl -1 I AAR) ,l Al4l:1 \� � i - , J --- __ �__ .1c_ _�' I I ", I - �� I ----I , ,Ij_p�(', ��,TF,lr A CONTROLLER SHALL INCLUDE PUMP ALTERNATOR NTH � i � WETWELL AN:,-) FLOATS DATA I b Pi ll At � Ill I&I c*cK111^c1 r-f--M--AT"R IR \ : I : 'I'll 1� - - I __ : ALTERNATOR TEST EMERGENCY "__� I I � � ��, Z�z , L� �7� '. � I \ � f ,6I , - ,,,_,,, - � t �pl , , I . � ,� , , " , . ! 7 _7 __ I ! � All, , I,'', -'4 - ",'4t, A _' - ---'- ',� , � ,�A-1 WIRE, I , . I I � "III, ,ee� t � _ � , ,li, 11 ,,� I I ,- .'-`,]:� � - I "l _ - ------ _i_ ,I --- , "11, I _1- I ., I I - ___ _ � , " � I I = - 1-1-1-1-1- - !___.� j__,___,_____ ____-T----------- - - ,_-_,__:::7� _= -77 1 � __1 �, � F-�:-,7�7-----------7--- 11 ,____1_1___ EXIST GRADE I ,,, - 7 . � I ----I- , � , �, _'Y _1__1_______ 1_____1__ ___ - - - , : � , 1 , i : , I - 1, I;_4 ' ,� � - �� -T - �1 I � 1 1 i I I . , . I L,,,$--::�� 11 --I. -, _ �;. -,-.,-" .� �4, - ,_AL_A._A__&_- , , l __ _ � � � � 71 _j:_ , , I i, - , T_ �____ ___ 't ! �, _� __,_ _ .-! __ - _____ - I --- � __ _T_, __ � -,��-7-� ; I E,_:)-�-_-,�' __ - I - -, __�� t,A_,�,_ k ",_ ,��:'_z I I I ",____________ - � , � , , � , I � I it-1 - � ; ,,, , ', I t , , - i I I I , " I 1-1 _ _ - -- - - � , - � ' , il " ... . 4�",;�_ ,�, �, -, � , 'Z� �� L ' , ", -, - ; _�, �� , , ' GUARD 'T_ j #4 - Et' 1 , � 4�,�' N, - " U� � � � , �, � � �_Ir - I I - 1 1. - �A � - �` 11 .- - � - - - FIWEF� CABLE --,____ n�_11_ _______�', I � � I I , El -11-" -, __1 I.. � I 1� �, - - I I i i I I bc uW I'! , - - e ,-,-,7 � it 1, 1�_ 1� __ __ "': .., - "I I � ) DIA Kii 49 1 1 1 1 � t 1 1 1 -, � 3 , ; � �i I I � � rl I - i =--,- ,-------,---T;-------",,-.�--,.--�-.----- -i I i � I I I I ------'--I l -- !-- I -------�t�r----I��*---- ;it IL 'STAINLI':'� STFEL ,i k , 1 , 01 I 4,1 t, 1?� 41's "' I �c Pip�' - " - _.- I 11-1 __ 11 1____,_,_,__, ____ __ ----" _� I ___, I Il t____L.______1 T__,1Ii._______ "t, 1� " I r- _� 1 - I : � , � 11 � � It 4- 1, _3" __ , I __ -, __ -1 4� ' _L 1_1 � .- r-LGCATOR I I I f � � I I I , i I - I WIRE I , N, � , , - , I 1i I I , , � ,`� - I -' � ,-1.4 _ � : ! � 11 � � L, '" � , I - , , I IV, N �' �' -F,4� D , I i I I I , I � I I - �: I I , , I � I I I � �j � � i I � � 1) .- 1-11AIN�i�f., � STEE,L � !I � 12'!V�N I I � ' IP� N PIP�- I 1, " ? I - I � I � , , 11 1 �_7 , -R , - �� IFTN' 'Ag' - - -------- - I 1�_ ----�- z I I " � 1, � , � i : � :__ � - , _r �__.__ �_S "NED kINT) - ---- ---L,� ,,q,,,,\, � - " _ , - A I I 'I � "r,��,,,�, __ __ , I I � I I I IV ___, I , i � , � * , , 'I , , I I � , , �� I , , I ; 1 , I I I F1 1� ,�, ,--, __ ___,___._ ___ j____ zt�,,-, -, I / � I i I � , Ij � t- � � ___ l - : " , "; I i tL--::-__ =_-_-___,--,_--: �!7� !� :___-_ " - i'L c ��, , ��l 0" - , I i , , � V� i I � �_::::,[D - - ____1___i__ ___1 � , _L_�,___,L,�,_',_____\ I 1__j_____ -, - , , , , I _ __ � � -,I_',)h1; �OTAT;7`, Off - ----7 ___, � - � ____T_1 \ ------ - �I-El VA"VE I I �� - 11---l" I'! , _1V - , , , I , " , �'�Iq CJI��:IFV �_'_, � � 11 I ,," -, I I� � � j I I I I , . i :5 i , I--.,---------- _ __1 .I--- �' PK S,'� -, �I`) PPE , � j ; � / 1� . � I ,� � I I—, - - - - ____ ______ .- t� I I I A____________ ,�-�-,---��-.��-----�-,--------- l �-� �I,, "I", - �, 4 1 t � I � ______i______.____________ "), �'� OR 'r,;�k,A FORCEMAIN PAY ITEM ,-, � r, , � � 1��, I _ - i ______1 I 1-1 ,,, I 1 � 0 I � i I � ,, P;,,�; ,-f,',,',T F4, � I - i � ,:L I � - � I \ � I �� I � ' - ' I i I I - --- - -- ----- �_j I � .- _- - A_*-A� ELEV. X I I - - " �',' � 4",� �','�' V - I - _+ ___LL�L____,_ I 1 - RX.- -_ ,,��, --, ,_ - I - Z ", , -, , I 1-14, , __,� - " , I I "; � I , I �I 13 , , I r� I , " , , , I I --- - -I - - 1�clf - - I I � , - I , i - - -�c - -,, I I � _ I - � ------ FLN, � � ", � I __ - - F Z � ��_ , � [,�c FlUl -,, ELEV� 4 .,-- - 11 __,NCIDENTAL 7,1C 7'�� ,71s%-,�, I -1 � �j ,,v, I" I I , x_+.__,_______ __�,_ I __ , - I,--- I I , , .1 � I � I i , - � 1:��\ I I I � = I I - I I --- ' - : 7 : 74 V()',� FL'�A-, j �' 5, ', I I L- ��' I � � I - I r , I �1, -- - - -- CONN' � � I -� , � I 11 � LT-VE! ; , N'! T'l I 1 __1_____1 - .-.-. t- _._ ... ___ I " I � � � q � I I " �, � I _11AIJ PUMP IT% ELEV, 11 V . I " � '=__=_= � ___4____,_,_,__________ ,,,,,-- 24' x 18' Ol R' THICK I , , I , ! V, I I , � � I i-,,-,,, E ` 48 �&C'U - � ! � V 1 , I I " CONC';ETE -,,-,,. ,ND VAIVE I � I I ,� I � , I _-L- >E� � -I _... � - / AND STAND P',;-E - jL9_I , --i , I � �� 7, - :,T-1- 1 . i ! _ _11 _� = - - \ I j 1 , I ;'l I =_ I / 1 EQT�j _ � I / � I i I ,,�.__ I 11= ELEV � I I 1, -______________,_______1 __ ____ PUMP DATA I I P"JMP NO: , I ____ __1 I I � -.- 1 - - __ MANUFACTURER: F1_ G :_,��_ _� 1E ET )DEL: _ _______� , � _ _a�CS-312 7 __� IVP: 435 mrn ; DIA: __ , 6' � I --- I I MM, SPEED: 1 700 RPM: DISCHARGE SIZE� ::if::_,IN-" VOLTAGE: -tSQ-; 208 1 __... I. =_�__.___ . HZ: ____; PHASE: '50 ------.,-,. 10 � .__� HP: -----, _____� i _=� 2 ________________�1 I MIN SOLID SIZE: ______ �= MANUFACTURER: FLYGHT; MODEL: � IN; CURVE: _fY�84- � _========�--_ ,�q_P�CS.-3 I 02 ; Ill 454 l DIA: -------j I 6" --- - i MM, SPEED: 1700 RPM; DISCHARGE SIZE: ,-±!- IN; VOLTAGE: :�� I ; 208 1 i - HZ: -.--; PHZE: i MIN SOLID SIZE: _._____ __ - ---,--- ___; H P: 10 ; ------- IN; CURVE: _V484,. 7 I __ 3 ___ - � MANUFACTURER: -,__; ,MODEL: _________:::�_ - - , _____; IMP: � 0 : _::� � _ =A __; I MM, SPEED: ___ RPM; DISCHARGE SIZ---: - JN� VOLTAGE' - _____ . HZ: __; PHASE: -,---; HP: ___; ___ ____j- -----------------,---- MIN SOLID SIZE� -..- IN; CURVE: _-, ----.--- ONDITIONS RUNNING PUMP: I -_ ___ - -_ PUMP 1 _; 9PI, __ -,-------- __ _____ __�_8C� : T�`_ _ - ; 17 , 'EFF. gpr-n - __; __ � _ I 7D," __� - %FFF� PUMP 1, 2 & 3 _; qp- , ------; -,,,-7,- - � %EFF. I , 11 BREAKER I - I-— ___��U__f /al ItL_ WITH INTERL0,CK, CC ALARM WITH BATTERY 6,ND CHARGER AND ALARM SILENCE. ALARM TO BE ENl-_RGIZED PY POWER/PHASE FAILURE, HIGH WATER LEVEL FLOA-r. PROVIDE DUPLEX 120 VOLT RECEPTACLE N PANEL� PANEL S�ZE 30"W X42"H X 10"D MIN. SHOP DRAWINGS REQUIRED FOR APPROVAL. ALL F.-ECTRICAL WORK To BEIIN STRICT ACCORDANCE NTH !OCAL AND NATIONAL � � ELECTRICAL CODES. PROVIDE EQILTJPMFNT FOR. SCADA CONTROL CONNECTION ,AND TELEPHONE SERVICE LINE. 1 13. PROVIDE AND INSTALL FOUR (4) ROTO-PLOAT, DIRECT ACTING FLOAT SIAl THREE_ SENSORS SHALL I I BE USED FOR PUMP OPERATION AND A FOURTH SENSOR FOR HIGH I WAJER ALARM, FLOATS AND CONTROL SYSTEM SHALL BE LOW V`0'_7AGE, INSTALL FLOAT CONTROLS AWAY FROM PUMP LEADS AND OUT OF THE FLOW OF INFLUF�IT SEWAGE. I f 4, 71-'E UNDERSICE OF ALUMINUM ACCESS COVERS AND ALL - I AI L"AN'JIV, SURFACES IN CONTACT NTH CONCRETE SHALL BE LIFTSTAILON CENEFA� �z --:7 �D �_ j� CO,�,TEC WT14, A SUITABLE BITUMINOUS PAIN-f. - �L_ - _� - I 1\1 SECURELF" '53 7114F_ CON-IRAC�OR SHAL1 COORDINATE WITH THE LOCAL POWER 4' OF 3EDDING ROCK WITH -I,--- �y 7 �7 ".��T: 1-0 r,F COY:1ANY POP ELECTRICAL SERVICE TO LIFT STATION AND SHALL I � I .1 - I - 917t; - T ALL POWER COMPANY REQU'REMENTS MTHOUT AUDITIONAL 'I 05.96 POLYETHYLENE FILM LINER y -1,z- 1":�, r. COM�ENSATICN, - ,0 CITY O` OICIIEE I . UNDER ROCK ------ �, '6, ��RESSURE GA-IGES SHALL BE STAINLESS STEEL NTH STAINLESS , - - IV! " ` - tyl_JUT� Et)�.,PAENr STEEL DIAPHRAGMS ANl,D 4 1/2" CIAMETER DIAL AND SHALL BE ---"--- _____ 4- ____1___. '- UAUBRATED IN FEET OF WATER NTH A RANGE OF 0-150 FEET, II IR I i �3A�JGES SHAL.- BE LCCA7ED IN THE VALVE PDX, I',---- ,"IN' 01, F;61�11 Z� (1-71, CONIC110[ � 7� '*NE! WELL AND VALVES VAULT ACCESS HATCHES SHALL BE TRAFFIC F 5' MIN __ _____i_____, , ,�' - PANEL 6' BLACK ---- . -, I— _,�" P ' ` FALLAF10 DCT4ILS) FE&R!NG, I i T11 - _ 11' " I Vy S _z ALUMINUM t_�� "" , IS, CAERLE HOLDER SHALL P� ON THE SAME SIDE: OF WET ELL A, � , - FENCE I : I D'� i, OL PANEL, -1 SRI i I I 1 i * , � , ," t I I - _7 � _� I , J, I Im I 11 I I I -1, - ,51p I i I , "I I � I I I 1� I I . I: PVC I !Nrn AN" I - - - __� � I � �_ �� I - � .-- __1_____ 1. - -1. 111 I-,,--- _,_,___ / - p I "I I . . � r ______1 ,-"I----,,- ., __ 2" - CALED, WJH RAPIDSEAL. t_ I f . :'�7 'L 1 4� - �_ � AU- jCNITS S� ; : 11-1-1,11 � t � . � _R PUMP MAIN,:',_�-,�ERS REQUIREMENT �� 1! I I � 1 - � 7 -T I � --- 0 � (-----') I / / 1 � �, I ,': 1: I A _ . : I ,. -.------ ____ - _____, ,--- , � I ".1, i / � I I _z=zz=====:==__=z!_ __ I � 1 I I r _____ 20, 5 T A � �H,Dl P I P -D ye � I � I [:�ROLJI - _,� I " j " LOW LE'l klzS�_- ELEV� ��" , � I i I , / -i-t --------- - --- I I I T If I _�DSS'AL, E l TKN THE WETWELL SHALL BE C70ATED WITH :� � t - , - � L_ __ � I lzlz VALVE __ ____ :t-i .. __ , :Tt�� - , 'L _j T I 1� � , 1 � � , �, , " 'et"', r��" _,�' � - ___L____6___ , __ I I , , , , � ,,,, , , , , , , - - T _�__� __ , , , - , , �', -- CP7 ,_ , , /� � �- � .- - w--_ -I -- --,, , 1 7_ , , `IJ 7 , , .1 -4 , __,_."_ ___ � _ _j , L_ ... , = � - , /- 4" PLU" VALVE A,/ N , � __ y;r7 � I ! I fi - - ' , -,�_,= _- 1�' VAULT ,a= - 4 , Viz 11 , I - - , � - - ' -1 - `� I— V t I, k � I � I 'I � 11 � 11 - � � "j, 21. -, �,E :��7 WALL TO BE BITUMINIOLS COATED AND JOINTS ! I A I I ,/ WITH VALVE CQ"�E; � � t i , I . , � . I - i � � 11 11 � - ------ - I -I __ I r I 4 l � , - , , I ; * , 1- 1 �� - __j--f-;--______ 11 11 �, k, " -,, - -- � , t� - 'I - ED VATH RAPIOSEAL. __T.1 � . � .--,-L ... I I - - � . i , � - - I _q-.1- ... 1 _ .... _1_�_� _1...__'_._.____.'f 'I 1 5 , I I - I I , , -,')N,,',' z,:: - - S ± 0 1 1 1 1 1 �_ , 1_____.,___ _ ___11 I . P, � , __ . � _� i -,---..--I- t. I- __ �- D�' �RON VALVE BOXES SHALL PE AS MANUFACTURED BY I ; I " '1=117FOMIK", � � i ! I - (WN' ' � , 22, 11 `7M,X`M,ZN , , , ", 11 Ic I '11 1, I", �,� , I N;��`,i4l-4` iDP APPROVEC EQUAL, PDXES TO BE ADJUSTABLE. �1 - * __ I �� ,�! ; ,,' 01,r6�� U " , -, R !"T, ,� /�, . ..... I , , � m", . , , A P _;� F � � , I , , , � iit - � � 9, 4 -111, - �p� I 5t� . � ,,_P4!� 1 -, �0` I I "I" I "I ,� , , �) , CI;n,o, "c � I I I 0.,k,,-4KwCAoat,, _L ,� � \1 i r�, 1 � ---------------- ��T � I I 5' � " 'MIN) 11� - 23. ALL. EX")SED AND EMBEDDED CONDUITS TO 13E GALVANIZED. I �� , I - 7 - (3RAVE1 __j �. � __ I - - I I I ER ,: VICE , --I T, 1 71�,_ I _______;I�� I I - R - , � \�'- �1� I __ -C] IV I I MI"II 10, I[-):- I �F- 'NAT � 24 LIFT STA�,N�7 SHALL CONFORM TO STANDARDS AND *t- 1� t,,��;".% --j V � N, 2 / 4 , ,� ,It ", -v%� �,ss -', '41 'I N i ' '" ' "�'� ;PZ DACKFLOW DEVICE SPECIRC47-PD" I __ I ,�_11 , , 1-H " ' - __ - I I ASP At. T ,,--.-,----, �'z' 01 OCOEE, FLORIOA. , I , ,�,, EL ,1, _R :,� 7, " 7 , "n I I - , -, , 1. 01 L 1'. V -1 - N -E ", FACET, I 71 I - , , � X� -1 4" HDPE Fl I 1:� 11 IN7i �F!SF_ _� 6' FORCEMAIN I ROW ", 2 5 GRADE SITE �,,' DRAIN, PLACE WEED FABRIC AND ROCK INSIDE FENCE - " __ -_ -- -TURBED AREA OUTSIDE FENCE. LENGTH VARIEE ' - __ _�i�� 0 1 E, ANT:) SOLID S�`D ALL DIS I ,, - - I �, I " - i __2 _ ; , �1t__________ " -� -_ , \ , 'I _k � _S I ... � ... .... - � , , - - ,� -7, (- L' , I -- , ,- I , � _____.___1 � I A � , ,,I ,-) L (�,,, I � t, - _� , A, LENGW54ES "� i ; � , , - L ,_!:=._____ 5' (MIN) -- � �-� � � ___ 1___ 1__,__--___� __L� __', . =, _ W i I ,1� I 1 2 6, S�40F' DRAWN', FOR PUMPS, PIPIN�,� VALVES, FITTINGS rRECAST i4 I � I ,_ , - � I . R �,'EQTION ,' j3GE IQ'( Q'I'PA � � I __ �--: I - 6' I 'AING �.','Al CONCRETE STT UC FURES, ACCESS C�OVERS ANO ELECTR'T,AL ___ - ____L_ I '' I i 11 �, :_70�,IPMENI � i I I— ___�_______ AP7 REQUIRED TO BE S,UBMITTED FOR APPROVAL, t i-I 1�,: - - - PRIOR TO CONSTRUCTIOIq I--- tl__� ------( , z----- ': .: �__ _ � ,,-,- I I �j _______, 27� 'FESINNG OF FCRCE MAIN AND LIFT- STATIONS SHALL BE REQUIRED, - - ---- -7 ,,? � -H FIRST [DUMP ON,SECOND , I UP STATION SH2 BE TESTED W1 , --,--- '_ :�'EIV,%'� M, 6N HOLE PUMP ON AND 3 _____ " ", - _,__________ C;i�4 PUMPS ON. " - I " _' ��', � P,"r- EA I I I �, �, -,' , � "O CH T,EP 28. AFTER ALL ECUIPMENT HAS BEEN 114STALLED AND IS OPERATING , � I �--,, 2� -01 - __ - � c 0 ��, - "�� p � , - � , " � -, -1V W�-i` UNDER WORK$;G CICN011IONS, CON'RACTOR SHALL MAPJ- FEST'S - - - -.1 1� - I � � I I - -- OF EACH PIECE OF 'EQUIPMENT, GIVING VOLTA'3E AT POINTS OF I - 1�1,, p I I - - - � "I - _________111___,_____ _____ " ,""I --- � v C ) EOUAL - I � I I I -1 - . I �Ip�- TE5,T, FULL LOAC RUNNING AMPERAGE AND SJ'EED FOR EACH I ,I�`! _X � - DEL __� "' " - __. � - ��; �L'Ov " � �,,, -1 - i TO [ PAN DI , - I I I �, I t-11 � I __ I - . - L EN�_ - _`-- - - " -'NiJI'Ll � I T -, I � � - I—- ___11 ____11__ _____,_____ MOH_�R_ !\ �L) � , � I- c , � � I � - 'I',-,, � - , , '' ; ,a,,, � ! t - - -) - `_ 'D L, �, - N N - 1 - I _JLOTE : � 11 - - - 111-111-11- _1 _.__1.___ __,.�=�.__ ,_� ,,;_l_,__ 1 1 " 29� -,-,F CONTPAC-TTR SHALL FURNISH 0EWATEEl EQUIPMENT AS RS' � r - _, - , , ______ --- - - --,----,-, - - - - -, ------,- - ,,�"P,�D 7C NSTA'L STRUCTURES. GROUNDWATER Cr)NDII,IONS � -----------7 1 . A, T�4�33 DIk"'NS'ON SHALL BE - - - � I NDJTk,, ! I '�u I V- VAP), C'Au"S"I" THE RECUIRED EQUIPMENT TO VARY. THE 11 ;_C�AL IJ THE DEPTH OF THE 'D'JtPACTCR 7�1',,Ill'_'L PEIFORM FIELD INVESTI'3'ATIONS T'_ I � _ _ � I - ' I -, - _11-.11 1_.___ I � 11 I 1. - - I t ; 1, - ' - '� - =k I WET WEL-, ERV`!i`4-__ Ti-E NECESSARY EQUIPMENT FOP 7HE LIFT ',3TA7ION t , - , I i - , ,�CKET ------ ----,- Is— , I ,�,, � _,_ - I 1, I i I 1. _ 2� E N G �,N%7_ F R SHALL PROVIDE A SCALED (I" = 20' M N) 5z ��'C �_�i FC: l � � T,k:, 11 I �k([ ,. I '' _ - I I I) I A ,� 'I'-- �,, A - , i I - I � � i OFF - " - . I � � ,q �j 1� . � \ 11 _ ___1_1_ --I'- --- I GHT 1 41 �LANGED DA. PIPE AND FITFIl SHALL RE �, I FIC,8 � - � I I 30 - - Y__ ANfl" � I _: -=� - __ ___ _ I I ="I 11, ',�:T�� ,, - i � - I 3. REFER TO SPEOP" 377 PLAN F(),q,' 1jFTS'iATj0'i _E,�i_ LINED l MIL NONAINAL) CO'i`�ORVNG TO ASTIV � F=:::: � z====, - __ �___=_: I \,\ � __ , , " _ i I I I _ - 11 mcs 11q l vs� C. _-I,744F, ALL PIPE AND FITTINGS YVI�41q� THF )NET`,ME'_: SHALL - GEEOVETE,�Y AND GRADES. � � � I " � I � ` :�A7�05EALHEAT SHRINK 57AL OR ,� " --- SHRINK r I I ! __ I \�\ I � 230V -_ �� 1, - N- 1-1=1 i , 9 ! ! -- A - -0- _fH_ Al� 'I.- - : 120V , I 7=71 , 110=1 1 -1 , CI-YE�YLE , I � 1" il�L 1� 1, , ��- v I , __,, ,----,\ '�;�:D :7Y7'-'RIOR COATING OR ,!,P'1':';R0IVE0 SQUAL, � � �i , v _-, yx ...... m- - - I . I I : , ,----if I ,ix==-__= , - ,,_'_'.z===_-= Z==_'-=,== - �,',=' �� ; - - - I : I I i I _ _ ,-.- _____,_ _ _____ _ : - -1 l, �_� Hf�l , , � A_� EXPOSED META�., EXCLUDING TFAINLESS S77-T-L 'DR ALUMINUM z I � - I i ,1� , , I I tG;pj I I � ____ __,________ ___-, - __ - __ ,-- 3,0 E]3-- IT, - '' I I � __-�__�___.t_�`l __1 ---== =.-" - a_-- I i _t z 'JRUSIC', --�- =:: � - rq13 _� - I---,- .- 1 t �� 50H z - - -, � V,""FRIALS SHALL BE FIA�NTEO IN-- 7',Il '1'2� COATS CIV EXTERIOr, I : I � ", = ' - Ill, ____L_ I— , I � ANZ - , I ; f , S-1.1 -mTCH -1:11 , I i I - MEL PAINI, I -11 I :Dc-__ ,- t__ ;�'N'�� -I,-- � _111_____.__1 _____1_1_ I . � I _. I ___,_,_=D_ _____tI "---------- � I - I I - - - � , _____T , , - 7 - 11 Ir - � ,-,,-- ';�,Iij�,kjln4 I t I - I 11 , - __ , , � , - "I' I � I N - � , I . - , - - 1; i =,- PL3 - " � � � � -1 � , I,,�: �j "' - i I - TACI ;- I z-, , 11 i� I I � - �� t __� --.I- � -�: �- C �, -"I � � - 1, , I I ;, , I-, )_ ,6 , - - � _11 ,- �, __ Eras � � � .� illl""_ I I � :_� � i MUZ 0- I , 1 �14_ i " , , __�_ I ! ... :_�_-7--__ "":::==__:== . ..... =_= I � " M112. 1 1 ==-== ,� � 1�1 : I � - � - ---I I -,� �, PLd %Ll.,�� " � Ll '�____,'H__F I F-- " <�VR � � .- - `_� I 1 _7 i � � I I �z --, �; - i-I 1 15 Al , I � � I � S 11 . ___j � : I - _ _ i I �� I 'Ir , -I- � - L� , .--. - - : i : _., � - ,�D, , I I - _� - , , I - - , - - ' -"--- 240 L-IFTSTATION ',' -ONTIR, )L __ - -1-1- 1-11 I � __ � � i I ,-1; � �_' - ,-- I � ,� I � GR # 4 I- --I � - - - I,--- I ___ , � --- I � �� I � I t i .-- ALAFr%! L > 1 _1�7 ; : � � ,� � I � _', 1� � ,. C \_�� - ____4 H_� RT - -,' , : I i � - I I : � � � ,�_,, zz', � i �', = : , R�, � - r '. !: � �� )p� � I � I I I- - 11-11- -1 - - - I I - __4 i I [_, �', _! ---- I _,_ " I I - : � I - I I , , -i GEINERATOR -T I � PANEL IN 4%,LLATION DETAIL z E -_ __ �j ,� � I � S-II � il __� __________ _._,_____ I I L_� � _J___ -----,- __ _ I � "' S 11 - J� Rl FBI I I I . - � -1 '�_ __,__________1 I @V1 @ � , w I - I I ) I � � � I : ! I --" .-- �, "' I " __ I I w. � 7- i I �� E � 1-01, , I _ - ;IF'_- �`, - �131 � -17 ,3 �c S � I , - I (1) Ill " ,-, FOR I � !�� I I IE �,�, � - I � I I � I 1�1 E s : , 4= 1 -%i :- T A��, �-,,:,� OVERLOADS 1i I Ill It I'll I',- - - I- , I I I i � � i I ,�, , ,� , � . , I � �, " STAINLESS STEEL NON -FUSIBLE f I - __ - " - ,_', �-j L, � , , I �, =, __ ____i 1:�` � � -::, , � " , � � �, py" I � --------, _ 4 ;, i i I . __l - __ , I I , � I I I � ", � I", I I I ,,_�,, � i - 11 . I I � I I � CIRCUIT BREAKER TYPE j! � I I I I � Z .1 1� I I , I � � � I I � 11� 9 "" I --�= _ _., � � � � I � - , .) I : r I'll I i I V 3 ,I , e'�, ,�, - I MAIN POWER 1 ISCONNECT -- : I 1 ,7 � � 1- 1-1 � Ill --- - I � I I I I I 11 . , Pt,JMPING ! STATIONS i --I--- - ' 7 1-� "' ` "'i r, � c", �j S ------------,I ELEV. AT it , � ! I � � Dim A, I At" �:L-, , yr,"', _____ � � i-- , I "iM B _____ 6'- 0 - " Ili � N -----__,, i � � , � DIM D ___ * ____ � t DiM E 24" __ IMIN ___: I � v ' E)IM F EHM G - - 1��,_!" I kfliN * c � I __1 1, CHIM H 48" - NVNI _� ! I D IM K -- --- - � -----4---- 4_R" t,,if,,,N , � �_ I . FLEV. S 1 - --- _ __ 106,,7 � , I ELEV� T I , " "' , -Ttj� �-�- : , I Z- I __ 1--___ ::=V __� 1 0 7.100',, ! I i TLEV� V - - ...- . I � 111.1,1:1 , - ;: 1. EV, W I -, ____��,_�V, �_I �- - I--- ____ 112.15,____I 113.15 ELEV� Y I - ___ - 1: . L . E - V " � Z __:_ I _ --- _Z�;�__ ___ _rti!_.� CD � CD Lj W 1c; l _j < = - te cls! u l l m V) 1000 :3 0 >_ otf 0 = I.- l u V) _r I__ cz;l cy) - a �s I-_ c� -0 a m 0 z c 0 m uj -a ILI- _x In 5-� E 1. ca 0 1. � 83 , ,F� !�� V) 0 = L� ILA W .: C) �2,_ .. 9 ,I, ;4 I c = m C�, = m (--) =1 r-) - r-� ___ ___ - __ - ___ - - ____ (p _ ___ = C.0 g � -C W l E _ _ __ - -.-- __ > ___ __ = 2 w to C-) Q 5: cn l Im did u u umffl�v .1 40. I I r c " ! I 46 CD CD 06 c1q 1�', C111 , m cl) � Z1_ __�Hl �; �� cr, I r- 0 0 I . co =1 c%2 CvD �� -� C 9 1-- > -) C4 r- m 0 " C\2 k- �_____q r- 14 CQ co Pr, 0 cf) I �_.) lc��) - 5 rl- C=� C\2 C=� I m - . : r �Z_ I ,D- - ,2, R I-_ 101l` fe-1-1 -r, �__q Q� W_ z I l "', tgol= CD U �Ll =� = r- 0 - I- i= - I - I_1 - _r 02 r- �� 't .0 (:�,:I I-�, 4 I 9", ,O:" , 1-0 r- �4 I-4 M - 4 1!2 Q - g4 l I,. U R 6 d r, z 0 r- m I.l_" I DO 4 9! r ,-,� 4 CD C-3 �Ej :;� A 0 C12 ; � - � ! I I ,� -�, - _� �_�' , � �j 717D ----_ 111)�� t 1_� _:_1 I i --- _ " I � HIGH _ , I I - 111. __1_______..__ I It-, � --= 11 ol- PA,D' I i ',�`,< z 1H --- a _0__� 0- __0___ , - - - �_ I - 7, , - GALVANIZED � I � Z, - I I 1, ______� ': -�, , , ;, 1 I I , -1- I , - __ ______--- '_ _z___ - , ,�� 6 _____ .1 ! j PIPE CAP �'__ _ j - - I _. 1� 11* --,:� -, , , 4 V) I I ! - 11 11i - ,_ � � - I I - - �1.11 I 'I'D - ,- (a) t COMPONENT L_'-_C4_END_ - __ ) � -j I ", 1 - 'L __ t - 1 -, I I I I -I,--,----- __1__.__1 j � I ! I I - I i;; I I ___ri� __j ) , I I 1 , . � I --- (T'tF) I -, � I I I ----I- I � I ! I I 11 : d _,==�=__- ____ __ � I I ,� i 1, 11: , p, 3 1 " ". _ --------- i I " z - - I I I � I - . - � - I I � - - � , ___ � 1-1 .. - _ _111-1 1 I 1_1____1_ I--.-.-- I I 1 1 � F,�, -_ -_ -, "", -'. __ k,'- - "; SAS E :;�T 14 � � -a 7, 1 -----" AB - ALARM BELL. MB - MOT�P, 3RE40-� - I I : i T_ � I ';R iftil 1, 11 F--.--"-, _�__ __ I 'l -_�, �Iv_",)Ass XFMP 1--1 __ ____ ACcL - AIR COMPRESSOR FAIL UGHT I I ,.� � , I 11 11 I - - ___Q MC - Mfl � �_ " I I I 1___ ___ I __ I I � 1 , _�, g, jiq - I I ______ , ____D I I I 11 11 �11 - / \ ! ACR - AIR COMPRESSOR RESET I - i R, I I - - H I MCB - VAIN �'!F,'Cl E'�EA<'-1 - _3 1 2 O',,,' P'j 11 , I 0 . - I _� � I : -,, I 11 I— ,'I I i ACTS - AIR COMPRESSOR TERMNAL S'r l I - I _____ 111-1 - , � � Ljj � � i I _-1-1 11-1 "I - I " - � � MIT - MOISP l [PF�C70Z " �_ � - - "I - , , " k2:==________. � LAG R3 IR ___� L " I t11 1- - -1 - =====_=Z=�� _=_=__=__=-=',�='-_-� 'Fv, _� ; CCl 'ROL I � I 7 - I P A N',` L � I I 1_11 _� - � - � I , �_ , __ __ - I ':� - I, " - __ __,�/�� _�� ' '� 'N''� I I - I - i I � "I . � I - " _� " � RcfI I AL - Al LIGHT NO - NORM�I._� OPIE�1, I 1 �4v � - z � . � - - I �- - , I ",'�� - , - - I � ALT - ALTERNATOR I - , 4 � _-1, , - i OL - OVP Ll�r,O - - I -,- _ - �', - - __ I I , `l`� PCU - "uvp CONTROL UNIT \\1 -- c:1 S - 1:� - - - ---I- --O��>- _----'cc)-�--------* AH - ALARM HORN I - I I " , - � ------------- - i 'll - I '� , I � , . , i , � �/ - : "- _____�n,� __2_ - I ---t-I - ____ ___ ___ - I I ADR - AU70 DIALER RECFPTCAL ms - mor'li, S_A,�_E_ I � 'i , Y, � N _. , � I � I � I .I., , ALUMIN , ,,,, " ,-%-F :1 , / I ___ ____ " _'z=7_::=__, - I - � I - I _�, �� ; � (a) INC - NORNI'Al (A")�FEC YO, 1% - � *, ' BRACKET < -\ I I / - IU7 L I / __ " - -",-- _ _______ __ _ � - " , , � 40. ____ [Sa5 I �] -1-11 I- -1-11- 1 � __ - ____ 1__1___ 11 '18, I � I // , Ill TIC i I AVIS - ALTERNATOR MODE SWITCH I— __ - -:1 11, I : I �� - - �', � AS9 - ALARM SILENCE BUTTON 7 t V, " i 1 - � , - " I POWER SUPPLY Pl - PJ ,f'��tzC-� IN' ---, - . __ ".. - 'A� - F L '_ 11 ___ , - - - __ , - IV;' IV l � � . I I I � .. - - -.1 _______ GFDR ____ - - ATS - AUF�RNATOR TEST SWITCHI PFT - PJIl F !, ,I- I � 7 � I I - - - ORO - I c) I I I I V, AL TIMER - TIE , ( cl�__ -4 . ---! � I E -1, v 1, RE 1! I . .-SEAL OFF - , : , l -----*-- 1i AV - AJR VENT PL - 0A_,T jGHT ,�! 11 I I I I �, ,,,,,, - I i I -.00 In 'L2 CCO - CONTROL CIRCUIT BREAKER i I ' 2 1 ROL - POWER )T? LIG,iT - , I I I __ - 0_ i OR - DISABLE RELAY : z PVC (SEE NOTE 2) & <'- It ��, I - - F�r' - --- -_ I-- � " 1 ! I I - Ill - I I 1 1 � I = - = ,.- ,-MOTOR CONDUCTOR C) I I I I I � -�,� vou, - , I " , CT - CURRENT TRANSFORMER PH � � � � � � #___ ��--A H_--__ - -�iki -, ) IF -------Ai CVL', - CHECK VALVE LIMIT SWf,-Ck -5 - IRE`,;�-IsRE ��WITCH � � I I i t � I � ________:___� __,�___ � I t �= �� CONDUIT 2" SCH 80 ; I � ; � I TLS :S�,_ � I / \ 7 - 2: � -1 I - I 11-1 .1 � 1-11, I I— - -,- I I I - __� 3 � DPUT - DOUBLE -POLE, DOUBLE-74ROw P - '�E:uly � -11 7 1 , , - - � 11--11-1 __1 i ', LEAD I q� - �2 I ORS - DUPLEX RECEPTACLE BREAKER PC9, - �zEN'rcl, TEFr_vErRy (,�Fl azr,� 'I- I LED I � , - -,--- ___ __ ____ I , - 11� - I �0 ,- 6 1 � I I � I H--a PROPERLY SEA � �11 .. I I %__7 cca E�----H---0--! i---,4c")�---___* � - RUN'�';�,, U',HT _-7) I - I ____� I I 21 __`�� 14 - DS - DOOR SWITCH z_%, - REM'_'W TELrWiTRY �,;Iv- AT ENDS. II-- - .1 - - - -1-1 - 111-11- I -11 1 I a __��_, I ECE - EMEl CIRCUIT BREAKER �,- I T " I ! I . , 11 1� , " 't I 2 _. -"I- � - SURGE GAPACJr�DR I , 71Z� __ I _ _:,;� � I 42"H X 12"D OR -�: ETM - ELAPsED TIME METER _� - S7ATVJIJ DISIV31-E R'1,11 i ', �7 - ADR � I I - � 7TS � �' - JX S�ZE -___ - - A MIN",1, ,,, I , T� X *----- - - ., PU c 11 - - .-.-, ---- -- CONTROL CONDUIT V) I I I __11_1 Z� - , 1�1 Z, I F .. FUSE - - I � , 'H 80 P%' -1 � I 11 11-1- � � '� ' -"' _: ' ,7-, -F � ]- - Pu`VP I � . P" _ _` - _' 11 / RLI E-11f. -----,-z 8 , / FB - FUSE BLOCK �_, - SMART MOTOR CON�,Il 2" SC 1C & : � �ij ii I!l -1 I I I I T iztV - SINCLI: 44ASI: 140clil � �, I I I , 1 ,77 -, I F : , I'l Si� __0.____1________ I I - � � � � i � , � I , I I 11 -1 1�11 - ` ' ,�; _', � . . . .. . ONS �, �- :�_,`_ - RATE-7 ,`_ -" ,1� 'GREANR, OUTf';' BOX 1`, P) _��)_._________4 FL - FLASPER iS - SAFE- ,-iv,qI_,!',I4 �xli PROFERLY SEALED � ) I., 1. , L L S' P4,14 I �, 7, 1 1 � - I t . " \ � 30LI'l-S.rAT� WiERICA,� 11 I '� 11 I _" 12"D �,'-_ 1_1--, 1 2 L TCJ-L' 73N Th� ------ OFF z � I I - I - I- AT ENDS. .11 I IVDI FS - FLOW SWITCH - TERIkPPM. --- - ,I � 7 77� � -, r,,,77,,,� � - - � GND i � - :7 #I � �,_ 1_1 ___0___ --- -----------4 F'T' S - FLOAT TEST SWITCH - I I I ��, � I I I - ,Z� . / - / - --- ` , I - I - , I ___� 1�_� __ C )--- 75 - 'TERIltl l "' 1�', , . - tT-_L'7 , I � 11 � L , � � j , � 1_, , J - � L, I 1 / \ FIR - FLOA1 REGULATOR SSOL - ' = - j - __ ,�_ TTI L 011 LL J !J - '_�� Li 1-i -i I I I t :� -, � , , - , - LILL] ,�--__ - 30"I� , -'',- I-AVE A i�� 2 MSIA S, 7 R - ,I 0 � ; t)A , � [ .t �. I IT ��, 7 Y� , ', w I I -a--- -i � ,�, %,. _,___�, : - NT. _____0 - 1) ____c " 17k, . . . I i r__ _____ __ _______i 6 " � GFOR - GROUND FAULT W)PLEX RECErT1-i,r 1� � /,,��i,',' 1� " � '� Z, � !:� PLI IS - -HME l "I ' �1,1,'�4;�S � I /" - , "/,1///. , , //, . , - '.. I '// , - I , I �:�' 7 SHAL_ =�, '1-D F0, --- ",, - -, "' -,- I , � _ "; � - 2 COP, S BITUMINOUS ", I - ,= 7 ': ' VITH P:, I Ik' I, � - -',' ,': ,, I --A I I GIND - EARTH GROUND IME l CM DE-1-N, , -I,�-, I �___/�/ I - ,,, , 1111, "I 11-1. .- 7 4" �= � , , i 0 ETM � H_____ , , . ��, , , � , , � - 4 ' - / TOODE - "I � ,�, I //� � - ,,Y, ASPHAI.HC PAIN' � � I r,M ,z/ � - R '_ 1% - - I - , �! I . I . - I I � -.1-1 _.__11_.___1 __ - I ----------------* ------ ��_-,--1 I w G - GENERATOR RECEPTACLE TO 0 E - FIVE 1:1"A-AY ON EN",," �' �wq� � I I // . � /I � , / � - '_ APPa,!?_)VAL1 I OL ---T),------* � 1��/, z � < 11, � -,, " �, �P A',, Z z I# - - �_'D T C - - " "' - - -'-,'-7 (2) TTS (1) I HLA - H:CH LEVEL Al I ;, 1�1!_ � - � /�; L I � � � � � � � i�, I � I � I I 'R 'IME ' -,,! - i , �,' �� , 11 11 � Ithm 1 " 5 7 1 I- R6 / \ H - Tt - O' .AY Ay ',� � - r1j - 4 t, , �i I 111 - �,� I � - :�'; ' , __ I QUJP�,6',- --:Z c CADA " ", - _- � 'TiNEC,T�uN, FR.,! . �-�F--2��--- oc---4�-,-&---� -0- LOW Lual " I LF, - L�H LEVEL RESFf - U��HT I ZE , - I THE V,li'Y DOWN r I I ) . or Ti- - RcAIFI, .� 1, I I I I - __ 11. HOA - HAND OFF -AUTO !, 7111 / - Fl/� I I � � I I -,,,V- � 6 __��_,�____�B__ _____ 3ELECTOR SA,'TV� ��, I I �/ , I : � !:,, I I I',' 110-� 1 _-0-, H_ _1___8 ----� r__ ____61___ - ______ -3 TLS - 'l lu��HT Swlr��,_ � � I i� I '�' :5 I \�, '�k � : I - -,, . ,, � '-7 , ,,, "'� T, � i ,,, -- , , -, _7,NCE BIlj'r-- _," ,`NERAT�) �� '-,' �', ' `� ----CC) __ IsR - INTMN� ICALLY SAFE RELAY TFDT _ 'Jlp,lp_��, . .,OI, " -- - II�' w t - ---" I W I/ , 1�� - � �;V . ,,,, " �, 1, - � - - - ;1 6 . , POULL� , 1/_� - �, I I � to- ", I , � r�f 1, ��// A Z�� . , I - - - T - _�7--,'," %z �: 14, '> ,�*,� 1, ,� -Rs= - I I !,=�, - *_ �__ I LA - LIGHTNING Al TTS - `H[l rIl F,�_ � __ .", ,z " ., /_ /Z� ISUAL - ,, z �: "�_ � - - 11 ALT \ / yll - `RAl P __ I � ,� _� ONLY, - , � " ,, , CIA I ION ' � - - - I'll I LAP - LOW LEVEL RESET f , I �, I I - - - - R R3 8 4 � I I'L - L-T-7 zz= , ::, I I � - 1� LTP - LAMP TEST BUTTON I 1'_"�1111 � "' *-I:- __ _______.7 , , "" I/- - �'� , 11 . �_� '%"' 2 li,,��,, -, __�` , . I 11 I - 11 - I , ! � I.-- I I - ' ' I , , -, ' ___ - -1 1--O-- - 2 7 - I -,Q�- \ I __ � - , ,V,�, _ , �7./-/__r,/7,-, --T, I - - I I, , 11 � I - DOC)� _ � -,- NCLUDE - I -- ,� I ,AT`1 H AN � , - - '_ :Z,TU TERMINAt- BLOCK, T" , �,// ,,�z��7, - - w- - , i , I 1, - / - �'. � , -, / //' �� - I i , __ " ' ' ' � - ms�'A _____ I i I I �,�;, V -,- I " ,<Q,, 1. - - ---I-,- .111___,__,_, - � ,� - 1-4 �,�, " , �� /Z '71`1 - R HAI\i'_-_- AS V A IN U FAC , � �` '-" i " - , _ I /1, '1'1�, / , , -1 '_ '_ .1 I ') FFV, A �,,', � �� -' : ' ; ' : ' I � """, - � - - ____ --------- -,--.- , ___1__ ------ 1-1 _1 TFSr _ I 1 ll � 77M - --------* '-- ptjVr, I HIGH I _ - ." 1111�?A�lil_z _�; 7- 1 0 - t- I _-:1VE71 Rd ,',7--"---T-'F - :: , � A - __1 I __________ \--,. - E I � - "I 11 - LEVEL . , %� , � " � " - "I -, - ___ MSIB ,� 114 1 1 _ ) '� "J-DE-S ', - I- - - SWF TINS - " - AOTO _ � 11 AUT( I� ,_Ef�,�� OD I I �i �:, � I � - I � �4_� I IR I q, R 1.3 R�4 .- �2. �_ 2 - - , " � 10 �N7 -',- _UTURE ' " , - " \ITROLI B1,"X M, \-�,� �_' , -1-1 _. 0___ l OL 0 (>-- ,_ I ___�_ I I I I--<�, , -C,-I - - "I " � -6----��-5 t :� __ a��_RI�� TION , � � I- __ I I 11 ,� " � __�J- - 1", (4) ITS �-_I0 NO - - � I _,_____z - 001x (3) .1-11-1--_�1�11-- ---------- - �� - - - - i 0 F C, ,',',',I 7 z�,-� - ,-'ANEL. . -, -_ I: - � � 24 x . 'Hot) ,,, -Ikk, �___ �?s �1, ,� �,,� NIq �C` - , � , "I , _R CLAD - - , 24 , ; � OFF __0 __--(c�-,4-i7-& ,�, -4� i PUMP 2 -----L-- - � I'll 2- 113' COPPI- I 11" - :, 1, "� I ::=_41 4 - I I .' 3TEEL LE11,,-,_0SLJRE. Puv� I P IN il ____z_,._ 1( � v r� - 4f-xw---- - - - , I U,____________ , � ATS START . t;,�! 9 SWITCH I � J__ t__ 25 OHM 1i GROUND RODS I 1 14�3 - - 3 ____ j 7 " I " � ... I I _________ � q 4 R15 � � R2� ___ - I ----__.___,_ MIN. 7' APAf'T 1 �I> <>.--.I I -__a ,-______0_-- �, - '! __ , �____ ___ -,- - I � "I � , � - I " I ------_-___- - I - , - I 1�, I I, I -1 __ __ __ �ff 11 , '1� , ", �-= ______ --,-----, - � � ,�, I----- LOW PHASE � - - - ___ PUMP 2 LEVEL FAIL - - r_ I " . I : __ - 17, , , _ _E1.1_________.___._ - , - � : _� i R7 Ra P21 1 11 Tq2 =2_ 5 PM 8 92. - - �!, " � . 11 " I " I I I . ____ - - I � Al� - �( _,z;�______0 - _.- 'I, $ �� v i 1, ; - �iE::==__1___ NE, __S� _", 8 i el 1 0-----I �----�5 ,>-�, H�>-- o ,,,,- __ � I- ,__� --.-------�i----�,-----,-��,--,-,--', � 7�:z � , " ) I I � START 9 6 7 � I A I --- ______ 9 - Q � � � I I L 1 5 RS a (A2) = � EXT LOW VOL 1, ,-, kyVING IS SHOWN FOR 230 VOLT POWER SUPPLY, I R6 R4 iz- - ----il --z - ALAPV .04p 1 ALARM � 8 5 8 n L=, - SILENCE IN All R7 - I � RII R12 R133 � �, "I _� I I , R12 Z � ��ONER SUPPLY SHALL BE UNOERGROUND ON THE LIFT SI'ATION SJE � l -6-6�o- , ,: � I 7,1S,, " " I- _C�1: ITI'l 0----I �-�� <--0I �- -_ � i.__-,_____,6 ,W'V), SHALL BE 3 PHASE FRO%I A 3 PPASE SOURCE ONL . I I ____a I I I " I � le", 1; _=__ ___ 1� tA_1 -,,IV- _' , fI Gv _1L AL I RUN FLAW 2 ;:�q,'�VIDE TELEPHONE SERVICE LINE, 1� _��_, ,_ (A4) \ / A� R3 IN ,k,JTO " �� I :1 _Z__------�_)--m--,c--E- P29 9 I I � 115 .,71f, 4, 4_ WIRING BETWEEN FLOATS �t CONTRI-IL SHALL BE CONTINUOUS, j, 'I 5 - / \ <5L_5__� ��_____6 1_��] �_�_ I I �] , ". 12VOC I _5 � 1`_�CNTROL PANEL SHALL BE N�.1t,',4-FUSIBLE STAINLESS STEEL 11.1 t ALAAM 1 -4- F��) - I �_ , Rfl SLl R 12 _ I - - r_____0 � �� , . 94 I (FROM l 411. -1 -I 3 1 -.=--- ', lw� I �z VD11 - -,;,� I i i_�-�--� , - - I R I._1 , , 1 _7 S4_1TERY 6 I � , �m I .% � -a- , - , 11 11�1 _� � . 1 1 , I ____��111111-1_ L _��_j __1 - I I � I . , __ I , -, - �,� - - --------- I -, I I 1: I I I ", I , I � � I , _. I 1 � I " ,�_ I I , , 1� " : , 4 � I � , I I I , I , 1 I 11 � � I I � F', `1 I 11 ,I ) , , � I , I � � 1. - t, - I � � I I "I I I , , , - '' - �' " � I � , � I I I I � I , - I I , I � I , , � � �" Ii" ,- ", � ", � , P(�!AA�'�4'Z",tWr�'�"T��l�l,",��j I"`- "--/ RECI-5TRATION ',NO, 42_/`,-2 "� , , �111 � I - I SHEET: 8 OF: 18 or GENERAL NOTES: P �4 VC A"L, - I ",I , - — \ 11 fill Landscape Contractor shall be responsible for obtaininp any ZL_ 74 40%. e local codes, -�cl permits required and following all applicabi Landscape Contractor shall make any and all repairs V) X _J �___7Z2 damaged caused by his work at no addtional cost to tf�,� -,i owner. ZA Apply 9 month Osmocote to all plant materials per labe�l instructions, Must be clearly visible at base of all materal, L 60 30 15 0 7 Install weed mat in all shrub and groundcover beds. No mulch shall be placed within 6" or any plant crown and 12" from each tree trunk, Parking requires 4000 SF Green Space Plant all shrubs and trees at I" above grade. 50 749sf �n standard islands No shrubs shall be planted within 18' of all tuildings. 1188sf in Large island ends J 'Top of sod roots shall meet level with all 0 A 942sf in excess 2691 sf near Southeast property boundary aved walks, 1121sf in excess front area North curbs or other paving, so as not to interfeh� with drair,:�go flows, 4000 sf total 7D 'Je Any tree without root flare or a central lea, r ifi be rciJected U+ No mulch within 6" of any building foundation, Remove all parking lot sub base materiais, frorr, plal Building requires 4880 SF Green Space biq beds 29 933sf in large area building northside and replace with 25%/ 75% peat Moss and sand MiXtIWa. 4. 18 795sf in planters adjacent to west side building PA #See, S, PEC - SHEET for more details 3152sf in exceSS 3389 Vo sf on Northeast boundary No tree will be planted Within 10 feet of utiftes, 4880 sf �tal 121,, fat t Qv A, r LIU If ,%t,i,V 2 _14- 1��enspa 7, Tr q ed for building East side 6 trees requir are located along north entry drive �7 J �0 LC PID 15 P P V �,sv-extt A r6 L L I X (6 �4 N�e �A TD q 0 Msod 3 C 0 k",", 35, 1 11 """ �__ I 29 Vle vrl/ PP) /C e Ocoee Requirern- -i �ro�hcled Tr, -7- ��,XA L ne'S r" i — _ I vound all trees in sod manl�- IR U G "I' r ::Z*� ",' North 3,5��J N '2 trees/Poin 7 popy perimeter buffe� �3 treesMD��,D Understoty 17 West 25�D',` �,ncluded in Ji ace, tc `1 50\, 4 7�z 'I, � L �14 2 t r e e sM C9,1 L F - 101,2 1�14,, C Q�7 Z lk PY 5 \ a ce Understory extra 3 -2 70 PARh J� tv 5' bulffer bsur, 40' F. F. EL L shrubs IVz, SG diacer�l st, propert�ss "-52 If 2 lrees,100 Canopy Y, 7 V "!s� �3 tress,,11�10 LF-100% Understory TD 10,5 tallow 41i@,Ce�rt to cropertiss East 4,�, �f ;2 tfees/100 LF-IDC17� Canopy 8.2 12%hinese toUcv, 3 tress?'10,0 LF-I00% Understory -7, , - '/ -J, 1�.3 . � 1 7- ), -1 � --", i 2 38*80r pod tms buffel 3 L 4� h'sdge 3' C2 U "). � ?4� C�D s i �'u b�, PA 2 -arkin ng Area's 10% ef greens pace- �j 46bb 5 i� -4 ee,�,i sraces Tn d Gi- cov 6 4i /91'sf tca 5 0 6/o s, h,, u b -s a n 50% 1 50% "/,/,G'r6en az;g 91)ildin(� 10'all sides North 3,8TI 1300si Z, �t_ P 1 4T/ 1300sf I trse/3( D If I 7:7, lf ZEast 3T/ 1 izio tr=,� . . . . . si 3ti ijzlosf �SOLJth 2.6T/ 13ob i �f/ i3_0,0sr Z27r/ 114bsi ;West ands �§Xb nati'Ve Rtoral zone shown amUnj pond 40,f n�,,understory tequired, 52.7 '-Ff Canopy required 61 44.95 45 7� \\\zisi 14- SEE ENG�,' EERING PLAN FOR OVEIKALL MASTER PLAN 'LOT 2 2+'ock T scree-r MERCIAL ell, D 7 A C X` V_� 114.50 < A'/ 'KEY E-7 NAME C0NNv1;v1ON NAME SIZE A A Q1J`,4` SPACING 'TYPE COLOR DEC/EV I ERGR J Z ��B F I -s "�exagonja Flag Ids 2' 1 gal, ftill as shown IAQUATIC BLUE 'EVERGREEN 1 '5 D P Sagittaria latifolia Duck Potato 1 gal. fufl TIC !EVERGREEN 8880 Bahia sod SROUNCC DVER n'AQUA as show 'WHITE antana camera Yell= Lantana 1 gal. full '24" 0, C. FL GR COVER YELLOW E V E" 26.4 �PP Arachis glabrata 'Brooksville 68' Bernth Perenial peanLrt 1 gal. full RGREEN 7 O�C� FL GR COVER �YELLOW ��EVERGREEN - ----- 24--= �T 'A TradhellosPermurn asiaticum Asian Jasmine 1 gal., min 24" 0. C� =-Z) �SW GROUND COVER EVERGREEN 1111 'P A P"'umbago auriculata 'Imperial Elue' P1 2-1 X :24" ZA C'0 umbago blue 3 gal. 30" O� C, 'SHRUB -MEDIUM 'BLUE V 'J "a i � ERG EEN I IS 2 ivs %e",,1'burnu'm suspensum 3 gal. 24":�, 24" Sun (-ro-vvr, 30" 0, C. iSandankwa Viburnum < 'EVERGREEN r L 111 S /V1, 41 � / , SHRUB -MEDIUM �WHITE /"Y 21 0 �Iburnum odorotissimum !SweetViburnum 7 gal. -36" rflil-i-X 24" 30" 0, C. / , I / WHITE �EVERGREEN �Coontie fern I , SHRUB -TALL 6 06,01 �ZA zammia pumil 'a gal. full ------ PA 30" 0, C, ;GROUND COVER 5, '�ea� �ee'�ontage re�:uvre�� EVERGREF=N 3r�-Qed Bahia sod S -5 oposed Zy `X be hi a-, Z; t. x , ia per squar,, foot se�,� 10 1/, 453 sf of shrubs,�-,., 'Pas pal Ltm notat I um 'ar-gentine' Bah sod Pecs retention �S 0 D as shown SOD �EVERGREEN Zi Stenotaphrurn seconclaturn so"t, -oot c, acs as shown SOD EVERGREEN 403 linear feet -,,f r�,.:�idaecjires M ;St Augustine 'Floratam per square, f pe pine, stra w M-ulch pine straw mulch per cubic �,ard see specs (�anopv �� or'cuosedl WULCH see specsi �.,shruo,�, requ �ed CANOPY TREE Z, !QV ------ ercus virginiana Live Oak 100 Gal. '14'-16'x tr DBH� as shown TREE -LARGE EVERGREEN �S G L_i:; 'dambar styraciflua Sweetgum 65 gal. 12'. .1 4'),� 5' [-),B H, U, as s hown :TREE -LARGE �TD DECIDUOUS 21- o um distichurn Bald Cypress l'-,'.14' x 5% IDBH 7ax di 65 ga as Shown TREE -LARGE UNDERS, RY TREE DECIDUOUS 411 1 0 8 i.'ex 'savannah' �Columnar Holly RED �65 gal� 10�'Y, 24" 1 UL,L 2-2.5, bBH as Shown TREE -SMALL & L L :EVERGREEN Ligustrum I u C i d" M UgUstrum Tree 65 ga�. 10 x 8' 5-MUti-trunk stems W as showni 'TREE -SMALL EVERGREEN MHITE L I DBH Standard as shown TRtE-Fl_ 4`11 2E, 0 53 Lagerstroemia H7,,dica 'Natchez' White Crape Myrtle 45 gal. 10, -12'x 4-5', 2-2,51 OWER WHITE DECIDUOUS S 4' 10 1450,--,l iAuoustine scoi 37 52.17 37' ? — — * * =� c� 1,�, "'D R I V1 7 0 LJ ,,171 Parnela J. French RLA I_A# 775 10/7/2010 per city 9/14/2010 new area 8/2/2010 new base Revisions I I � I I I I I I I I � I I � I . I I . I � I I I I I I I I I I I I I � I 1� I � I I I � I I I I I I I I I I I I I I I I � � � I .IT" ,* -,.N'I]NG OPERATIONS I AU CONTAINERS SHALL BE CUT AND OPENED FULLY, IN A MANNER THAT WILL D. MULCHING: WITH IN ONE WEEK AFTER PLANTING MULCH MATERIAL SHALL BE UNIFORMLY 3.07 AN' _;Ptl i � �, ' EA OF THE - 1'9_m� �F_;__-_Qflj� I NOT DAMAGE THE ROOT SYSTEM. CONTAINER GROWN PLANTS SHALL NOT BE APPLIED TO A MINIMUM LOOSE THICKNESS OF 3 INCHES OVER THE ENTIRE AR THE LANDSCAPV C�ONTRACT'CiR !3PAI L TAKE ALL PRECAUTIONS TO MINIMIZE SHOCK OF ROOT PRUNING ' I 11.1 NTAINER UNTIL IMMEDIATELY BEFORE PLANTING, I I BACK FILLED HOLE OR BED. DO NOT LET MULCH CONTACT DIRECTLY THE CROWN OF THE STEMS AND TRANSPLAN'ING 11', ACC'OR�')ANCE WITH NURSERY TRADE PROCEDURES INCLUDING THE FOLLOWING I ,�I � VjC)R)K' DIF`3CRIPTION OR TRUNK. THE MULCH SHALL BE MAINTAINED CONTINUOUSLY IN PLACE UNTIL THE TIME OF I - 1 ,7- � WHERE TIME IS fo/AlIjI�"L.E. �.l �,'_" ,L,�R�111'1�, T7, 1 � � I I I _� I ,-, ,� - � " , , , I - - - _L � FINAL INSPECTION. MULCHING OF ANNUAL BEDS TO BE EXCHANGED MORE THAN TWO TIMES I PER ,:,�� -_l',:pIl C�O�jlj� I I il= 1:1 A, I - I " � ". 1,; I I I I _i� I OF � ,'R�,��`-N ' " , , . NTS. R - - , , I ' - PEAT AND TREATED WITH A PRE- - , �, ,,:; �7,', - ,, , ,'t ", - A%1 :.,,� , - �, ,�,!� � �,, Ai�j_ H,�,O�'Ts ,�, i" �,,,,,�, , , I _,!Zi - E LCHED BUT AMENDED WITH - `l",��,','",'� , .,��i I", , , " I I ''I -IL-"i �,',-,S %-� , , I'IRTLAEI,, E", _�, A. PHASE ON� ' - INIIIAL. F-DJOVAL I 1:��I�' �j ,: "�ii i,,�,,!)�,(�A�iV ,',I�CHM llu_ �' ,� , - 11 ,�,:i1,!1Il,:, ,,,, �-=�4LS: EMERGENT HERBICIDE. ALL FREE STANDING TREES SHALL HAVE A 3' DIAMETER RING FREE OF SOD 1. ROOT P:_�UNE ONE 11--RD OF BALL AT A TIME A MINIMUM OF 6 WEEKS BEFORE REMOVAL, - - I , - , , I 11 �': I I I "I I -'-:L FILL: 2. THIN 01.1T fN�ERIIDR C`�()'104 OF DICOTS IN A MANOR, TO COMPENSATE FOR ROOT LOSS, t,nl,� I,, , i�`:�1,11� '� -,,- /E4CK I � r 1,11 70PSOq- SHALL BE FRIABLE LOAM TYPICAL OF LOCAL CULTIVATED TOPSOIL, E. WATERING: INUE WATERING FOR AS LONG AS IS LEAVII`,�'.', THF SHAPE (.)F THE CANOPY INTACT, 011 t I,: COIN7AINING AT LEAST 10% DECAYED ORGANIC MATTER (HUMUS). IT SHALL BE EW PLANTINGS. CARE SHALL BE TAKEN TO � , � IY DEUVERY, STORAGE I I Z 11 TAKEN FROM A WELL DRAINED SITE. IT SHALL BE REASONABLY FREE OF NEW CONSTRUCTION AREAS, WHERE TEMPORARY WELL WATER IS USED. 3. LEAVI )4,ON0L.',OT LEA,,ES ALONE ALLOWING PLANT TO BALANCE ITSELF PROTECT GROWING " �� , 1, �' L_� ,0 FFF -`,`� -'-',� POINI t\S N:'GESSAR). % ` - � -' - , I I IL � ,,, , '- i -1 i ", i � `,� I� `,�' , � , I I , - � - - \Nc-_E,Li,_j, SUB SOILS, STONES, CLODS, STICKS, ROOTS AND OTHER OBJECTIONABLE 4. AFTER ::00T PROIN!N('; BACK FILL WITH GOOD ORGANIC ROOTING MEDIUM FERTILIZE WITH ;- I,U� Tj,,�,lj'�J�)��I,I, -I, �MRAGF A1`0 HAI � - � u E I , 01 O 1_' 7 1, -'- , t". , I � , - - F. PEST CONTROL: PRIOR TO FINAL ACCEPTANCE IN 12 MONTHS, ANY OCCURRENCE OF SCALES, : I , - �� ,:�,!�!,',!!(.�j'�'� �1()p�,(,' �,)F AN�, y4,1-_�,_ ': " ,, I , - - _ :I T I',, , I I I I 11 � _-, -I R DEBRIS, IT SHALL NOT CONTAIN TOXIC MATERIALS OR3,"IlIC' FI::�TII_:ZF.R 10 PROMOTE ROOT GROWTH. FULLY PROTECT PLANTS FROM DAMAGE :,!,,� ��i, ��'Lit�,!,�-. CIDITY RANGE OF PH 5.0-7.0, TOP SOIL FROM NUT BORERS, FOLIAR FEEDERS, APHIDS, MITES, LEAF SPOT, DIEBACK, NEMATODES AND FUNGI, SHALL BY S'�14. WIND, OR'OUGHT, WATER AND OTHER INJURIOUS CONDITIONS DURING TEMPORARY ,� RASS INFESTED AREAS WILL NOT BE ACCEPTABLE. BE TREATED IMMEDIATELY WITH APPROPRIATE PESTICIDE, OR FUNGICIDE, BY THE LANDSCAPE � I � � , I� 1 "71 11 CONTRACTOR. 0 ;TORAGE. � 1 5 � LANDS"APE (':0111 P 'ACIOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE STORED . I I- .I- ,�llp'Vl , - I 7 � �: -CESSARY SOIL TESTING SHALL BE THE LANDSCAPE CONTRACTORS I I - �'l ", � ," _ I7K)R A P E -' _ I i _�'y IN(, , I , �k)�� '�',H,At; ' UAR,'%`___ ' , - FlLAN'I:' UN'l L TH �! � ,,,,�!� , 'A�' _I�),�Ir,lt, _� ", I - , I __ - - I OR REUSE, HE SHALL NOTIFY THE OWNER IN WRITING OF ANY CONDITIONS I I ' �, � , - - C(',� *R(T , WHICH ARE ADVERSELY AFFECTING THE STORED PLANTS. � I TH"- �S7�-- - ' ' , -,t,"' VISIONAI_ -, _�, , , F,t,'SPONSIBILITY. ALL PLANTING BEDS SHALL BE TESTED AND AMENDED G. FERTiLIZER: ALL LAWNS SHALL RECEIVE FERTILIZER EVERY THREE MONTHS DURING THE -W _ " In , -- -_ , �, , 'I'l 1, 7 BEY0" 1) 1- S 14 . �__ � 'Ir I I 1. I , ,�)i� � , , " �,; "! I ,I,, ,FI F� !IIJN , � -_�Al�: .. . �� .... .... . ��;_ -1 - ,-IN-iNUE 'THE. OUSE",,", COLATION PRIOR TO PLANT INSTALLATION NTEE PERIOD WITH 150% ORGANIC 16 4 8. ALL PLAN% �TO BE FERTLIZED , , I I _)� ' - , " � � I �)j�',!'_ !,� �i-�,i:ii: !',I; �AW ,-l(',`,;`E, CC- - - " THk � WITH OSMOCOTE 9 MONTH 18 6 12. e. PHASE TIN(` -- S'fORAG.F. LNTIL REP I LANTING SEE AREA DESIGNATED ON PLANS OR PROVIDE I I I � I I , ,T;l � 1, I - THE � ,ONT, A'�`11 �, - �,,, i , - I I - SUBMIT MON - � I li � f�IjAll�,,�,�I,;I_'Ilj 1�1(.IRV, - -1 PREPARATION: PRIOR TO PLACING MIX AND BACK FILL OR COMMENCING . i�l A '__�;7 7" -, � �: 11 ANID�-,,04PE ARC` - `_ " - '' SC - I ",1PORARY !�'TC)RAGE. � i,; � ;,,,, ,� 7 � � �,,,, �,�� p�,� �,�� I�_II:l i),,VNER W11 I � " - " " WITH PLANTING, ANY OR ALL AREAS THAT HAVE BEEN PREVIOUSLY COMPACTED 3.03 BERMING OFF SITE It . ,, � , �l � . I 11, TO " I - " - � ,- - �, �'�� -, " pl�� _3%1111�, , " I � Vis, I �, C ,jl'� � I I z �:'Ij,�: ", � I � , 11 i�,,�,,,,� � �', IDLH10- wE PURI I- I --'I- - - � I 11 , , � ' � T, " , �, � -1 0NiRA(',TDF,','c, :�EF='__%S ", I Y FOR PARKING LOTS SHALL BE EXCAVATED AND OTHER AREAS ARE TO BE ROTOTILLED TI-I,dT`lOF,IAFlY IRRIGATION FOR THIS HOLDING AREA, MULCH TO REDUCE WEEDS, � ;::��4� �,, )B,- 1 - , Ac', rl _ - I I 1�lj��t'�,�, �i ''I ,, i"i " 1, - , E F�lv �: I), I T - -, " I - " -� I I A. FILL DIRT: FILL DIRT SHALL BE LOCALLY OBTAINED MATERIAL FROM NATURALLY DRAINED 1, PROVII:'- - - I `F F001 , , �_ " " : Q ', T "' ': I P � I - `� A Nia, -1-REATED WITH PRE -EMERGENT HERBICIDE. , , �l ','��!PI",; , IIIS GUAPANTF�_ - , ' ,��JRI��j r _POR�s - ,,, ", , I I SOURCES, FREE FROM STONES LARGER THAN I INCH DIAMETER AND OTHER MATERIALS DFSCID�,RAG,� IRAFFIC AND ITS COMPACTING EFFECT, CONSERVE MOISTURE AND , 11 I � �': �'. ; -EN � ... ... � � . I , �1: � ,, T, I " - ' " - 6 71- q,, � P R 0111 E R YAINI - - - " I __ � - FLUCTUATIONS. '� ': . E , -_ F,IINIW�E IID,41P� ' R/'IrURE - I I � �, ,, �,,� , ,3 ��,�, � 11-If 1",!M�ANTEE, �,, NOI -'AU,[',, �',_( - I �� Ill"I"-M IZER: FERTILIZER SHALL BE A COMPLETE FERTILIZER OF WHICH 50% OF THE HARMFUL TO SUCCESSFUL DRAINAGE AND PLANT GROWTH. SOIL SHALL BE WELL MIXED. A I I � �, I � ",j� i-"� i� � -H� �� ELEMENTS SHALL BE DERIVED FROM ORGANIC SOURCES. OSMOCOTE SLOW RELEASE K OR CLAY COMPOSITION WILL BE ACCEPTABLE, PROVIDED THE 2. BRAC!_- 7RUNK A'40 LEAVE IN PLACE UNTIL TREES ARE WIND FIRM. - I I . I � I i LANDSCAPE CONTRAC OLATION TEST, WHICH PROVES THAT 12" OF STANDING WATER 3. WRAP Ft�UNKS ANO !�TRUCTURAL BRANCHES OF THIN BARKED TREES TO PROTECT AGAINST �`, - � I I I ,�,,, I!i �%Ii "�� i '1� F I I ill _' p,t,ty �p,j�-� -,, jj�,, � -j'S, PL,Aw'S SHOWIN�lll � � - �_',', - `_��3 � � �'t 'ONTH FORMULA OR EQUAL SHALL BE PLACED ACCORDING TO DIRECTIONS ABOVE I I SUN SCALE) AND DEIffORATION. RETAIN THIS PROTECTION THROUGH THE COLD SEASON. -, � -I, PI ANI I: 11 _. I � III i. ,'-,, MDT EXHIBIT THE Ci�z��',r--",-S �: ,,, r WILL DRAIN WITHIN A 10 HOUR PERIOD. I 11 ,,,, , ��_ ,;,,,,�,, � 1-� ,�;%m ,,AGOR� r)R PLAlh,'"S W�41C I '� � . - - , ..H. PLANT. if SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES BY WEIGHT: I I I I - 11 DLUIED SC,LUTION OF NPK IN SOLUBLE FORM WITH A SOIL NEEDLE PROVIDI I �:,e , , I , I -1 ,I- � -,',' ___l I I 1 4. FEED IVII 11 I I r : ll� ,'�t!�� ,,H,,Jj HL REPL,�,"ED P� - LANDSCAPE (.',,OI\ITRAC _�; " I � I NO MORE THAN WArEk, AIR, NUTRIENI S AND A BREAKING. UP OF CLODS. I ki� � , , 'A 1 ,,,,_, .',�, i 1 11 - - - F - I B. GRADING: GRADING AREAS iNDICATEDSHALL HAVE UNIFORM LEVELS OR SLOPES WITH , , I ,�,11,�'l -� i,,,,,, - M TK �, ,,'��' �.ANDSCAPF ARCHITEC'� -"l I 'ERE Y . : - ,, I - , "Ti"J" F RO �Nlii% � f� ',' � , I �, i;- �l I NITROGEN I N- 1 87. 1 3:1 MAXIMUM SLOPE. BERMS SHALL BE GENTLY ROLLING AND PARABOLIC, 5. WE. 11. FJLIP�,GE IS RETARDED SPRAY IT WITH ONE OF THE SOLUBLE AREA TYPES OF 11 1 I I I -EE UERS� I I I ; , ,'�', " �, � .l,!'i ',�iA�.�� '� " P)RNISHIP- A"'.' ��,�,T�*,,I�FUI AT N(l� ACIDDION4- -1- ''I PHOSPHORUS P-6% - i -, I, 131- - _ " - '" - ', -- . FOLFt,P, F - - � - - I ,,, �O I . POTASSIUM K-12% I I � ,�, , � C�� `�11;i ivi' (12) I,,10NIH!' FRC,i,� - �� , f� - 11 l�:� , ""! � � , ` -,,,I " � i��,,�,' RR E �'UARANTEI� � � 1-111, - -_ -1 I � 11 C. REPAIR: GRADES WHICH ARE DAPE ARCHITECTS SCOPE, WHICH HAVE 6� AT T;i,I OF REPL�,NUNG TO FILL AIR POCKETS AND TO KEEP ROOTS, ESPECIALLY FEEDER , , '' , !�� _,',IALL " :� i , � ,� - - SPEC ' I OTHER ANALYSIS AS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT. - I , , I , 11 ',� MENT" ' �, � � , 1:�� 0, �,*,, i ,lFiCA"IKINS. 1, ll�: ,�4 � "I � SETTLED, ERODED, RU17ED OR ARE OTHERWISE DAMAGED WILL BE REPAIRED AND REESTABLISHED ROO i!:� 'MOIST, LI`,lIE AND HEALTHY, USE SOIL NEEDLE FOR WATERING NEW TRANSPLANTS. '' I I IN ADDITION THE RECOMMENDED MICRO NUTRIENTS MUST BE PRESENTING THE NTRACTOR. I DIRECI FINI_'� SPR/\'Y I1,1- FOLIAGE TO HELP HARDEN OFF NEW LEAVES. ,�Q � L,l- " ,,, -�� ,'OV ! N(Y�CAL)E A,Z'-"_ � I - , -1) -A , '_ __ I "I - _ION : , � ',!�rl � "'; � � , �� 1 0, I , , 1. - I " GUARANIEED ANALYSIS , I � I SHA�' NOT!" - I _"�_ . . CONS1,All' SP-_,'AY IPRI��"Al IN CANOPY OF TREES TO PREVENT EXCESSIVE TRANSPIRATION IS I I , I -A� Pi� " - " I I '' i� ��,�' T�l -��: Fi,,I� �,,:AR NTEE PFRIL)D� - I - �t ',�; 41 \ I I I , .; , �,� il �, � ,� 1, 5 - I I : , - ", , " STRO�, � LY ': UGGE'Sl E D, � '', , - , 11 I ` I ,, �, I �:, , I ' 'f7 � , " � � E ,� iVF � � �': ',�!TING MIXTU 3.04 SODDING 11 , " i �, I, I I '0, S _C ._1 RE: PLANTING MIXTURE SHALL CONSIST OF APPROXIMATELY FOUR I I 11 � " � : � I , � 5 L'_'� I V, i � � E'� -, I - �,`',�!_`S OF ACCEPTABLE NATURAL TOPSOIL AND ONE PART PULVERIZED PEAT OR A, THE SOD SHALL BE OF FIRM TOUGH TEXTURE HAVING A COMPACT GROWTH OF GRASS WITH GOOD 1, ��'OLIZED MANURE. ACCORDING TO DIRECTIONS COMMERCIAL FERTILIZER HAVING AN ROOT DEVELOPMENT. IT SHALL CONTAIN NO BERMUDA GRASS, WEEDS OR ANY OTHER , � ) I � I _� , 0 4, , i"I'Dii 'I,, i, ONDITIONS �l :� I � 1 i � '! I � YSIS OF 18 6 12, SHALL BE ADDED TO THE B07101B OF EACH PLANTING HOLE. GETATION. THE SOIL EMBEDDED IN THE SOD SHALL BE GOOD CLEAN EARTH - � ,�,��!-,,,�D�7' "'),", ' - , I I � - : 11 �71 � " , I � PAC7 - - �, �";;r) � E C I A IAL YATE P '_ -, �,', __ ,', _` - fl" , � 2 � I - - - I 4",;:, I 4" 1 - i � pp"', - 41, AZAI EA MIXTURE MUST BE USED FOR PLANTS WHICH PREFER LOW PH. THE ND DEBRIS. THE SOD SHALL BE FREE FROM FUNGUS, INSECTS, GRUBS AND I �` -�l ", '_`I,� IPA�-!')R " H�II, , ,, I- - - I � 1�); i, # , I'll - �,,,Al i, I � ,I" :�A,� �',',i�'�� I_ANI� , ,_!� 1111T'l I , � _', I ,, - -, , - I � , 11 "' B I - A �l 1, I I I ''I I � � NU�RILNT PERCENTAGE9-MIRACID 30 10 10. PLANTS WHICH PREFER LOW PH OTHER DISEASES. SOD AREAS ARE TO BE RAKED SMOOTH AND WATERED PRIOR TO SOD If It ,� - r,,,,, --, "�- Er", ic,r4 ot� �; �-- - L, - - I I I , , ,,,�_',P �14F: ��ht,Rr)� - ,_ 1, , R ;� . I I �1, � "I I � , , , 1, - - -1 -, r � , � -'L_,�7��, ARE AZALEAS, BLUEBERRIES, CAMELLIAS, DOGWOOD, FERNS, FIR, GARDENIAS, INSTALLATION. ADJACENT TO SIDEWALKS AND CURBS TOP OF SOIL OF GRASS SHALL BE FLUSH (: , Il ill;:�,�,�� I - -I I'l I- I 1� I I ll - A - ' ' ' '3` ,---" ,,�j� �� , I ,'�, I .- ,I 1� �, ,,, �.� 1�,,�, i � ,, - --- � C��,"" � - ,� �ii !�,. I I , I - r I ' ' ,NY ,-, � _l'ti ,'-- � i �,-1 ,�, C� R ?, HAWTriORN, HOLLY, HYDRANGEA, JUNIPER, LAUREL, MAGNOLIA, OAKS, ORCHID, WITH TOP OF WALK, SO AS NOT TO INTERFER WITH GRADED DRAINAGE. _' P W 1� , ", I I , , _ � f �11 �l ,� I'll y i�,,,��,lt;I ' 1, HIS , �_C,� 7 � I PINE, RHODODENDRON AND PHOTINEAS. B. SOLID SOD SHALL BE LAIC) WITH TIGHTLY ABUTTING JOINTS � AND TAMPERED OR ROLLED EVEN, NO I A 'l, - I - I ll�l �_i FABLE ARTIFICIALLY PREPARED PLANTING COMPOST, MATERIAL APPROVED DEPRESSIONS OR LUMPS TO CAUSE SCALPING DURING S SIBILITY OF I !�� t%l� i,:, ��,,��- - l I'll - I � __lz_Zl 1% ,K � ACCEP MOWING.. IT SHALL BE THE RE PON � �'-� � % "", I - , I 4 ��'".,'�[ �,.rO.'t[i',�`!! �� A::J4,C=r,TTOCURVtOEDCE3 � � 1�, r� __X�,_M",_� � , , ".. _t , � - - I 'I' _�_,I��m, I " , ,,,, � �)! SHAI, - �, , - � -- I I _ � , , ,- :; �-,, �� - N BY TO ALL PAVNG AND SHRUB AREAS. �''J:(_N;�Dl�l'�� ,'t l,'THE VJRV�-, , , - _;" '- I I � ,� "'N'TRA", T . - _111 '_ � TIFE LANDSCAPE ARCHITECT WILL BE PERVIIIED� IN LIEU OF THE PULVERIZED I I ,� ,� tING ,'�',)RK !NICIL; 1"�l � ',` , I ,,L!,�SW;� �:Xl` I ,,, , - 11 I � � , I "I F� � ' Z " 1 _ PEAT OR STERILIZED MANURE, IN THE PREPARED NATURAL TOPS&L. M�XTURE ;' i INES _,�_ AN) Kit4F` �'�i-,)L;) ,, , , ", '_ " I 11 I -1 , I I I il �, � �', I I" I - , ��, �,l ,B��NC ��Rl:),�l.r�'.'.','F,:�SAr�JA,-,�-��rTO,ITRAIG'-iT�'DC,ES I 11, �', , "�, - _4 i"'i � !" � � I , � - '' , U FILL MATERtAL. I I C. AFTER THE SOD IS LAID, A TOP DRESSING OF CLEAN SAND WILL HE EVENLY APPLIED TO THE , -ill -'Dil ,"�i,"�:1!-A'�r,All�-k'41NRI�,'A'SPAWLLEI. I � �, , !��-��Pu �",'�I'S INIFPFEF�'_ �,IIITI� 7 i ",,"", NI'vc, IIH� �'_ - ��:_ � I" _11� I - I � PL I I 1, - " - _-(. - �i. 1 . . -C ,� , I � ,� � I , , � 1, I I � , Y'A F;;)', ,':' :�",__-, I JOINTS WHICH NEED FILLING. I I VPINIO14�sr. - � �, � -,�l 'i, ,'UN' i � TED ','D WILL Ar-PA-FST �H` t, ,, ., 4 1 �4� p - p � " I � - � V YRESS, �,�_: SARK, I IN"E N;EEc,_:-S, I - , ", - - � I �l I I" I ) B L4 S � ' 0'K OR OTHER, FREE OF `S, 0 -, - _- i��L -, -, 'C T " � ' ,� ,, _I:_R u BR I - I I 11. i �11 �)W�IRU��II��NS, �� ,_ bVND'S A)�,- I,�')�'�;-;;?�-IIOR '.�HALL BE I'll", _:� -,-"4 V�JILCH, LAA'A RuCl ,Nz:,�l , R, OTI',' , IS. D_ IN , `;DER TO PREVENT SLIPPAGE, AND TO PREVENT WASH OUT OF STRAIGHT SEAMS, SOD WILL - ,�� 11 t)IAIE "F�PAtR OF ,',A4"" �%'�k��Il� - � "�USFt ' y I" -- I I 'AV`E F I LT IN A STAGGERED FASHION. -- `,�'-il,RIJEI ANE) GIODUNDCOVER ''I � i,iR i,l� lm�AI_ ,,, - -,< A / E � � I- ri,&S SHALL H, - SER F�ABRIC BENEATH ,, N , I __ , , EG AND PLACED I .j....."__,.._,.__"__ � . )I�,�j CTIONA01 I- MATEP!ALS 5'tj!�,I-I A�_', � t�, ",' , r , PICKIS OR I ll�_ " , " �, , _ � ,�,4 Rr�!I I? -1 -1 L7 'I,41`7�R 4`47" '�*I47E�� N`Z 7QUIPMENT FOR THE IRRIGATION -,,� z- � - i ) I - - I - " C,z � ,�V, -�D AREAS WILL BE TP:, \,�� P't A'NJ INC', CF T,IVL I ." � - E� AL- S ATED WITH A FERTILIZER CONTAINING THE RATIO 16 4 8 WHICH I : I I , - - ,,�,7A- I - - - - I I � -, � t'i ��i ,� N!Tt�RED '�!�,IRING �_-IILAN 7 !NG '_'�-t ' P-1�3,NS, (H'-Y SHAL-1 I �'; I- - I - -I�, ;��,R03-7 - I Iz -,,A � �S -q'--% ORGANIC WITH MICRO NUTRIENTS, AT A RATE OF 10 LB/1000 S.F. THIS SHALL BE DONE 11 Ill: ,,, lv I ; NCOU I � " i,,,,, �N G , , � - �F'55 ,,,;�:' �N,'57ALLATION AND THE GUARANTEE PERi0Q - __ ll-," ; , IT� H' FHE ANC6CAPE (�,,'�NTRA,----tq, :, , )",:;s Di. - ,� - I Z z =-. �_ - k,,, �j II,iTc "Ay or kjAnr wtTw �Cc_ orrolr)n I ", � J, ; I ll� �11 1) " I r',::',.-�, Ef" ,I-,- _-%�- � �'l -,94�IVFN. M�Pli`-`i �_ �_ 01,�Cz AT THE BEGINNING AND AGAIN Al IHE END Or ME 5 mumn avu GUAIN . VISIBLE 0Sr,i0007E== TILIZ=_R �' q=T'N==N OROV,N A t."Ill C I I I ,- I " , �C 7H I E' PER1144NEN7 ,,RP'c-lA7;CN SYSTEM HAS BEEN �NSTALLED AND IS - I - I , " �,, ��IR � I ,/ r, - 'z i' ABOVE GRADz I." I , 11 - � 0 , `IAJMFI�� 1 ,,, - :,= 3.05 FIELD QUAL17Y CONTROL i � �l ON-rROL - I ._��. I I I �, � , ,I , ��'I� � ,,I,,�� ,I_�!,?,A� �,V,VE T� PIC.-H! A-T AN',( STAGE-1 ��', -, I I t ( \ p R,l, 7 - I � 7, ) I I' CYPREES PVLC� 11 z � I I - I - - � A, IMAiN,77',NANCE PRIOR TO FINAL ACCEPTANCE: I I 1, "', I p I, p,�-, ii - V � - 'NATFRING RNJC=P I 1� I I I I , � �� i,o�.i I,,,�TERIA - il�r--�:�" IN' HER OPINION 0i_,`_',, "' T' %'E7 " I 'ECUTION 1, TER EACH PLANT IS PLANTED AND SHALL , , � �� , � MAINTENANCE SHALL BEGIN IMMEDIATELY AP I - �,, , , I I I "' - - - 4k, , i , - 1� � ��, TIII','� SPEC��,,_A"�i N�� 1. I It- ,I,:�I!�,"�, . I - 1, NAL ACCEPTANCE AT THE END 0,17 THE GUARANTEE PERIOD. PLANTS I I- 11 , - � ,- �LANTINGSO]LrjlV7.1 - I I _,_,`-PA,:ZA:TION � SHALL BE WATERED, MULCHED, WEEDED, PRUNED, SPRAYED, FERTILIZED, CULTIVATED AND . OR L?(iS=N=_L TCT�f"L , � I I VOTH 'i At,,ITING PF �'_', C' U R � S I'll i, , I:�y TI�r p E p t�n,l i �, � _ ,,0,00AR � I, 7- 1 ! �,I� �,,I:� I I 11 - VE. SOD ''i "! � � "", I:'A I I ,)[,-,'��),Fi� L , OTHERWISE MAINTAflNED AND PROTECTED FOR THE PERIOD OF TIME STATED ABO I !!',�, �i� I, !T �) , � , " - :�';AT�i�p%i- ,,'�� ,� V A t,i. 4N'6HING PI ... A N 1 -7 ',',, ) () I I 1-1 �� I ,_ -_z_i!CTIONS- -OCT) =XlSTj'4G UI`40�S-P_F,PS�l EOL I I � 1: � I 1, ,�.'II) I�! IN� , I ()UAI'� d i � ' jIT . - I -";� � " I I : I ' ': - N SHALL BE MOWED ON A, REGULAR BASIS, ONCE PER WEEK IN THE SUMMER (MAY - ; DU � �!H�IILIZif� OR WA�FT,'l S'�'� �_-HA�,, HI,� �H�' RESP"'�'N,SIFY OF - �;z- �f FROM THE LANDSCA:�E CONTRACTOR, THE OWNER SHAI'L_ PRCV, E :� ANS I I -1 ' THE WINTER. A SEPARATE CONTRACT FOR THIS CAN BE LET BY . :, ,�, I I �,%, , 1�-, ,,,,,I I � I,, I � -1 - -1 AND ONCE A MONTH IN - - � , � ERGROUND UTILITIES AND/OR WILL ASSIS-1 71', �' 7' _, I ; 1;, E T I , I'l � �l " 1 ��.� - I , � " ,,� ( - iHE OWNER, BUT IT ESPONS13�LITY TO MAKE SURE THE . I I I : � �� ,- -ONTRACTOR IN SECURING UNDERGROU HER - I I , ND LOCATIONS FRO�V, THIE OT', CO�I�� qq';' lm�� -_LAT�11'_)lljl� I � l , _,�,:: �:, _ PHONE, CABLE AND ELECTRiC�I, ETC. `;'_` I44NTAINED. I i Q XL , - ,,,,, I I 1 �,, I -�F; ICABLI - 17 � I71' COMPANIES, SUCH AS TELE I I I I 1; ", I , ( I_i,,II i'I ,vITH I'd �� - I - _,�� I I I ��i',� I,� I�_ ;,� � I- ", 1, ;�-- NATION 411 ", '_��IFZ� 7"�;i,s '-" 2, Sz____7- ,'=LANITS SHAL_ -q:-' :�--_SET TO PROPER GRAA_7,�E Pi_-,,,,S�1T!0I`,i, PLANTING S,A�,CER,s I � , - , , � __ - - E V4%7,A�NE.D. -%� SHR I I � I iPONS,,-�,'__ � '`� , - -1 I - I � _, I �l :",� EVENT THAT ROCK, UNDERGROUND CONSTRUCTION WORK, UTILIT"', LINES OR - S, UB AND GROUNDCOVER I ' I � I , I 11 I I � � " I , � 11 I �: RUCTiON-� OUT OF THE ORDINARY ARE ENCOUNTERED IN ANY PLANT PIT 11 I t-D '�� - I I I , _� � - � , - , Y,k",VATION ,,kLTERNATIVE LOCATIONS SHALL BE SELEC71ED BY THE LANDSCAPE _� I T: � , , - - . D'7,:CT,';7 �,��R�,' CZLA' D R R 'S P' -S E'r ' `q z B E C"`W � 4 = S - �_ I - ,, LL - , - Az;l I 11 - I \ I I WIFERE LOCATIONS CANNOT BE CHANGED AND THE OBSTRUCTION MAY BE _,, S:7 C' , , ECTED AS SOON A ,',,: - - - I - PLANTING DETAIL � F��,� ilTECT. OF 3' BELOW GRADE AND ,L=::7AIRIENT, UPON C, C M, �T L _=- -_ � 4 OF PLANTING THE �_AN:S,:4l:-z__ C'7NC � - - ,�:�VGVED THE OBSTRUCTION SHALL BE REMOVED TO A DEPTH -;= = -SS SOIL AND DEBPvS, -",,-- I " �1�1'1 , ,,, -� -,,- � 11 � ' '- - - 7SE I I - I , '_1 �� - -, r - -_ :;�Z=_�":z ,6-� :1�,,I,U"_�;- -- - 11 '7 ' I , ;;� : I't � :� 0 M 77 E 5 7 7,,-! 1 - - - - I", , , , � - , , - .',' ) I I I I � ll�', , " cc , ", ��Ii� I , 11 I '' 11 � , - , "I", , I , k,ll: I ESS THAN 6" BELOW BOTTOM OF THE ROOT BALL WHEN PLANT IS PROPERLY 1�:,:� ___:7 :17, --- -'��S,_ - *,S FROM PLANT�NG ORERA_'�Sll I 11 - 11 ,� -, ,,,, , I -1 � � - - I -1 , 11 1� - _::, I- I � I 'THE REQUIRED GRADE, -_ - __ - - , - - , - - I I "' , " = - I", 'I' rN A, ',"._lllS__,:,ll,_z,__ C-7111,I'D, , --l', FOR THE INITIAL TWO 'INEEKS -',7'7'ER = -1,' - ' - 11 . I ,z - - I - -11, I 11. - " ': I I � ,,��ALLED AT � ll 1�_l , " - .1 I � I � - I I- - ___ I- I -1 I - 11 1� . I 1-1 .41 , I . � � � I , - - 11 � : , �; -�% F PLANIING BEDS AND/OR PLANT HOLES: STAKE -TR-t TOI�EUAIN I - I ,11 , �, 4, THE LA N,-- i� -_ -I' :- :- - -% -- _� ,�-,,- CR IS RESPONSIBLE z,7,:: =�z-__:_= `�,N AGA,%37 _z'Z�', ---' - ,,, �_-4-, Aj! -0 THE GFl,'AJND 11 I � -�XO,4,l,/AFION ENCOUNTERS MATERIALS WHICH ARE UNSUITABLE FOR PLANT GROWTH, - ' - , -11 ,_ - __ - ip " I - - - '� ��C:7L:7ION FROM VEHICLES, :-1 ��Z�z N�3 OF APPRO%(ED 'I ARN %�� ... I rl-A,im 0 __Q �c ___�_r_ UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH PLANTING - I T� DAMAGE K - - = i- -9T 'r," .11, I , I %11_� - I -, 1 �) � Ell-Q- ,GNS AND/-_�' CIR= ':,'��-E,S� AS MIGHT BE NECESS_,P'-1, --t SHALL REPAIR, RESTCRE' 11 " ,�,�)_i__,AN__ I., -�::_ OR REPLACE ,%,- =,_A,�,-S '_-R PLANTING AREAS WH�C--� V4 ' �' BECOME DAMAGED AS A VI-SL= ROOT PuFl.- 1- � -z FIROt7-STW-_ RUBBER ,iCSS �� RESULT OF AN- %:'�,_r�7`,,-z BY HIM IN COMPLYING Ai;�-,-� Tir,'ESE REQUIREMENTS, AS A -ill 11 P �t ,',AAT[_'RlAL�`ll' ;� T - __ __ , I \1 RINIT EAU t- �� 0\1�_GRAr�E I I . - 7 - SPECIFIC REQUIR-- E DITIONS, THE LANDSCAPE CONTRACTOR SHALL BE NOULL0,412* TEI-M. , "I _x_,&':ATION ENCOUNTERS MATERIALS WHICH ARE SUITABLE OR PLANT GROW�H, - � 17 4 - I ,,, - 1) - - T - - \ 11 I Ir", ! �, : _,� z' � " I I �_ I - " - , LE EXCAVATION SHALL BE CYLINDRICAL �N SHAPE, W7H THE SIDES RESPONSIBLE FOR ASS_��'N,3 THAT ALL PLANTS AT ,_�, 7�1,1� OF FINAL INSPECTION YCYpr_zSSIVI..Ll;l , \ �11 ,,,� 1 14� � ��yt It: � , " ��,�� Z. - 1, ., - .VC M-s As ��_�3 1 ,,I I ' �`S '% "`�i',',�' SH`�Ii �_ I " 11 I - - -I = AN D IN THE HOLES 'WITH THE TRUNK VERTICAL, \ I',, 1��', , , �,, � � , I 1!�",; �, � 'p� � -I, SHIi, � EXHIBIT THE CHA��-':7z__P'S- _'S AND QUALIFICATION RE'a"'PE, FOR THE GRADE OF PLANT : I I " � - - I -1 -1 - � _1 I x, " � 1, I _;l, - I � _ I __ Il - -,-,ARILY PERPENDICULAR T i � - � ,� !I �, '' �� , r � "", I, - ,,, UR, ' ),,,� / � I � , , " iiV'� W�AN J', :'�� - ,Y"Al" 7 � ;��"' 11 � � � !-�� , I 1" " � - � �Z_ 0 GRADE�. LOCATION AS SHOWN IN DETAIL. I " - -- I " I'll �, - I I I t 1�, I __ I � ,::, " AS ORIGINALLY SPEC��,� , I " " �j " 11, � 'I I" "I i� ; y - 11 I 1 3' 'Al-Ttlul4c. �.,,�� =- �:�,7r,2c i I: !:� '. ": , ", '_ _1,ill�' , "J' NA" S." ", ��S'N-"�Ilf' � 1 ' '- -'- , I - - - I ,� , 1:11,r< " , \ I � I � I "I _,'�l -�,' TO BE PLACED AT THE TOP OF EACH PLANT TO ENSURE DEEP ROOTING. - , , Ill I , - 11 1, I f � 7- 1 , � �_l I ", _; I 1,� i','i I( � �,,'�, I j - -fl U S � I - __ I - 1�`, u, � L�u I , I � I , � I � I ' � � ', _, I I �� , , , � I I - I I I 11 11 I - , I _- --SPONSIBLE FOR ANY ADDITO ,"-I III TER NG REQUIRED IF �� 11 � 4il I zl�STNG -1-CE y I , : '' - � �)IAL � I � � `L� �1� - _�4'1 )I4�d,�_ Lk " p - , -) - CONTRACTOR SHALL BE ,'��- 1, - IIi A I A ;1�11! " � " , )'_� I - � o - -k,ez , , , , , , 1, ,� Ic Nl',�,,,,--, ,:- �, . , , , , I I 1, � " I I __ I � I i - - � , , I - - i�l 2- 1 2- il, -,4- 1'�" ,,�,i,z � I , - _ �,A � - PLANI, ANI`�)l -`ILL " �: E� '1� �; , I � , _,�-,,�,", I - X J, " � I IRRIGATION PROVES 7� BE ,N'ADEQUATE FOR FRESHLY P�,Al,�TED MATERIAL i:�t, L � - k I L I 1_1� , �iv-t f �l -,,-,, i � 11 I __ � I - R -, _�� I 1 � i4 4`1112, , -1 I , - , '1� I � r: ALI PLAN"IS `�-�,V I ��F N�)RSF' '�' ( � '�', ", '� ':l �" I`4"�'-- - - - � - - ::,A-,0NG TREES: ALL PROTECT EXISTING TREES FROM I �1_ � � � . , , '', �;,i,lj; �/,!,�,,-� ,'��ji� I ,,, , 5, EXCEPT AS OTHERWISE SPE,Ci-fc:) 7HE LANDSCAPE CONTN,ACTOR'S WORK SHALL CONFORM I , !_ '. 4- �� Z�! � ,,�� .-;4 ,-,,;:,-,, PLAN4SSO�LVIXT -_ I - ','D'�.N��'f �,�'jii PL,�',- ;, � 11 i 1 �Afl jV I'l,-Z 11 I I - 3 �_ j ,� " . I �l 11 - - - � � � 01. � i�l'zr V "", I - I - � lt � , 'lq,10 11. , I I - I � , - I ll��' , �_,�:,,� , .'�: f�f A , ( �, 1�11,,',t)l,, - I- I � :7 ": 7C , � - , � ;4�UVC,-Tt�,P-Ctr,� IC , , �', T, � I ", I-— ,,,IS�;� TIONI , (;RA(�jl`,'� - ) ,,_, ,,-". � - , DAMA TO ACCEPTED STANE�R': HCR' �jL`UiR,4 PRACTICES. _�-�lf, t I - CCUR, THE CONTRACTOR SHALL REMOVE I I �I� � �, 1'4 F � ,, � - ,'A -� �'AR`lf��E,Lll �l 71)f,�I_ "QRADES AN - ��NDART_ Z I APPROPRIATE KIND AND SIZE RECOMMENDED BY THE LANDSCAPE . � �� T n "" .x 11 11 , : � . t, - 11 ` - �, __ in. ml __ �' I I - :11 '11'� � :11 _t _: I I I � - 11: - � T�i T,u : - I- [�]� I I - � ,': � " , I �' il I � , I_ H�-, FLOR;,,,Ml',',- ' I , - ING, " - --i - _T�T, zl,' I - -1 ,,, -, ; " , "" - (�NC,j ij!)It� RE �t, , "t �, �) - - - T , � , L' � � �":! � ", " i , _ G __Vl' AL01TIONAL COST TO THE OWNER. �'._ -7- I " � " :, C, 7, , � , ,,�Ill r �__, AND ',iA,RIJR, 0HAI 1, B. PRCI tSIONAL ACCEPTANI�'E': . - � 1-11 I _ �_ I . , , :;Ij!jl6 ,,�,,_� " - � - I I -0 I - - t ��-- - F1 " ' , F ALL W IRK INCLUDING MAINTENANCE, THE LANDSCAPE CONTRACTOR I - - ': �, iF . - 1, �: 11, ONS&ILLI"7Y OF THE LANDSCAPE CONTRACTOR TO FINISH (FINE) , UPON COMPLETION 0 �'il, C - i - - I ''I l :�r � INIT, �,,, �� " �:��,,,-',lt,ll, IH� M! N ILI Ili !%,i �,,I_',IVPTAi�,`l'l: SHALL ARRANGE FOR A PROVISIONAL INSPECTION. THE LANDSCAPE WORK MAY BE - � 1, "L, Ii'T �t !; � ,�', - I - 11 I 1, I - I � I q U '_,',," ', � 1-1- -CArIE AREAS ELIMINATING ALL SURFACE IRREGULARITIES, DEPRESSIONS, STICKS, � ��, �, � I __ - - ,�Nl` - PARTS, PROVIDED THE WORK OF,oNE UNIT OR AREA I I 11 ,�,, , " I', NC,RLJAl ��ill�,ITK"',,�'� " A _1 UPPI , , � D S PTANCE IN' " , � 1 1,4 j-'A,c I 1 7 1- L, 11 _11.1 W Y' I �l , , ,�,�TH :,_ '�'l 'I' - � , , - I ,--, 11 11 -1 , I - 11THIER DEBRIS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, AFTER THE I , � - � 7 I4 ('U I' I I � ,7 PART IS OF SUBSTANTIAL S;ZE, , I �: ,, _ ,,j� � ' , 1.� I , � I ,tl ,-J) ARE ','Y III M - I , � _N E I � , � " , 17, � I 11%, _,HC,', , I I -1 I '41 - 1, �: -t,TABLISHED AND COM,PACTED TO THE REQUIRED DEPTH, NO SOD SHALL BE I � _; - 1, ,�, � � 11 "iA mi , � "C"L14': � I , ��' ", -, - �-_' � ,�,� � (;�T'j'Ll;It[ � - ... ,,, _= , I I 11 . � - " - - - I pi Op�,__� _"-:�l I - 11 I - nR,At,)E HAS BEEN APPRaVED. I , - I I - 1 2, THE DATE OF PROVISIONAL ACCEPTANCE SHALL MARK THE BEGINNING OF THE �'l ll� ,1� ' - , T , "' C_ I , I �! ':�li� PEC;� A ' ' �, , , " , ,,,,, � i � iE I'% I "I I _� '' 11 I � � 11 - -TIEN NOTIFICATION TO THE , �� "� ;-."', - ": ,:,-, ',,�',�_,� "' - I , , I - GUARANTEE PERIOD. THIS DATE MUST BE SPECIFIED BY WRI , , I�� "I - Af�_IfliI� i -AL i P z ,"�, ' "I , I � � , �, �', "I I - � I , , 1,;� � I - I R0, - I'll I - -,, � C), � - - , I - - ANTING I " - '�l I 11 � - "I __ - D - LANDSCAPE ARCHITECT AND THE OWNER, 1-1, I ,�;_ ", . �": IT (,V� - ... I , ' k i ASURI 12 ,', --'- , - � - 1-1 ') T _lltd - ,� � - 11 ,�� ,, I,', 1, � H, V, , F I - � 1, I I REE RL,AFAT�N',,_ , 1��l - I " - , � D, =,' - 7 - ' - F', �, I �) � '-, I � I , � � _LN ,IS: - I � - . � ; i I` I I ; - __ I - -1 --t "', __ � � I I �,� 1 ,'i,�,,�!,- (�r� �'� AN �S SP � ' I I - I ,-�N, 4pRVV-" _, - - _': '[. I I -, I" � , 3'WERf-D INTO THE HOLE -HE PLANT SHALI RES n",,, -2, C:;,E;:Az=_- HC� BOTTOM C. FINA_ ACCEPTANCE INSPECT�ON: G; I-- I u7i'; 7, , , I I . �l I I - I - � I , N'TEE PERIOD, INSPECTION OF PLANTS WILL BE MADE BY THE I � ,,, S "' `i-,,�)PEL�`_�,, IAA� � � " 7` - I -1 " 1. ��! '�� wii,�i,, I ,i tLY "A'A 1 FIRED, -P! "' ` � % N'' " � RAT I I . I I 11 " " PLAN � E - IIHA7 THE ROOTS ARE �' ABOVE THE LEV'EL C;:' -�'R Z' =7'�U- k=::�EAR"HC ,' - - I - ,I; ,,,z r i-N tr' EN7 -� , A E. LANDSCAPE ARCHITECT/iOR C"NNER. WRITTEN NOTICE IS To BE SUBMITTED TO THE � _ - peOWTH AND SO OR -NTED SUCH AS 70 P� I-S,_ - �_ � , I - 1, � , I - - � 1_!,.Z� - ^ 'NER I " - - 1 � - - - " __l i- ,,T�NG PLANTS IN HOLES, SHALL, �4AK,F_ A,__,_e,AN,_E:7S FOR I I "'I'li %i,%� �� !,% � ,. T ; ��I,�; �� cc �)P 1,ANDl;('i,PIN�_' ',;H_-'� - �� ,'-AA'_'iIII_,) H,N'DFT� --��amlw,, -11 ,TOR, WHEN SE, CHiTECT/C_R 0A, , BY THE CONTRACTOR AT LEAST TEN DAYS BEFORE Ii I I � I � I , I - - I "Y' _�,� ",_�,-___-, t� - �' E , ANTICIPATED SET7LING OF THE PLANTS. , � � ,,:��, �c,�� ,� I-, � � ��I I . � THE ANTICIPATED INSPECTtONI DATE. I �, ��,l ; �4', _"�>() � -1 I" I � i- I , , ,%, I �: , ,,, "t_,-, , " mETH(" OF "ImL �,` , ', � ," � i, i , - P - &-�7-�n I " � , I �l �� I l� /I,Ij� p� q, � "'�-pr �,� F,U��,� 1, 1: - , I I ,,; �� ',,,�', -,�,�,', SHAIH, HE I � i�_e ,',," � � -_�,` NATU,�_ I � I � L . I , 1 11 , 1, " , I , I 11 'ILj�I�� !I) 11 _,,u� � �,�� - I D, � " I , I A ml I" " 1� �_l Al,ND 1", I ,4�11 -li-,i_: 1.1"", OF -, , , %, iic, �,, ;7 ,, , ED TOPSOIL AS SPECIF�Ec IN S7 'T�ON 3.1 2� ALL DEFECTS DISCOVERED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT , I , 'I �� I;�� T ,:� - - ',i�-i, I", � I - il " I I , � 1, , ,,, ,��UFFI� �` N I _t --- SHALL BE MADE WITH PREPAR �� , , 3, 1 - r�,� , , ,-, I I ,- � �, - � � 'ALI , 1 1 " , S -'=-"MAIN. TWO WEEKS OF THIS INSPECTION OR THE I I Ili ��, ��_� , � Vi r5, SHAU� HE pp I) � ,()p-ERIl ,',�;Oflj Oj�'- ,�_ - THE OWNER, WITH IN I ", 9 - ,� I I- 1',,!;E '�: I,- � - - , I 11 i,-,- I3 E FIRMLY PACKED AND WATERED IN, SO THAT NO AIR POCKET P NO ADDITIONAL COST TO W I I I', - I � ,Li ,, __ , - ' ' - � , k � "* � P �,`�?_� 1�,',�, Lwi�%, -,,I-,,'�� REV"'" P�', T��:,� � - ,,, , D, -, �1_11 4�4, � , 'E, 1 UN"I'; �'H`I�y ,',�_' ," 1 TEID� �`� ,, ,-I��,,i( OF WATER APPLIED IMMEDIATELY UPON PLANTING SHALL BE SU,"FiFiCIENT ARANTEE INSPECTION SHALL BE VOID AND A Y-HY-A-BARRIER3 ll� - � , ,� , � , , �_ , Ap',i�'-'�-',� - � ��,I! � ��,-)T ��i, �w,- :2 _�,-,L � I I - - =C I ' ";HLY MOISTEN ALL OF THE BACK FILLED EARTH. PLANTS SHALL - I ..,-. - I - OPI I LIAT, - - - __ -i RT�04S I I �_, �', 11 I � i il il - � ,_ I- F, I'-- " BE KEPT NEW FINAL GUARANTEE !NSPECTiON SCHEDULED. 1. TO PROTECT IkLL ASIO`YE CROQ40 PC; .1� ,NLY I- I TH� - I t ,�,' �, � ,� 1� 1, t I Il- I "I � - i 1, , - - 11 - , ,,, I ' I I , - � -, ---- i 2. TO ZP07ECT SCIL NEAR TREE FROM I I I �,�f � pt,l_,V ��tl:' ' -'�NTS ',bfl(',I � � " � ,,,,, il � '' � RL P[,VW� , �p," �% � �,;�l �)�L�!,�17_71111 ,,, - I � �_ 1 1 �l I 11 11 I - �Z, S7 \ I I ! I � _11 , - 'Z'� ,,`4 -,- - -� � , ,Et,iIED CONDITION FOR THE INITIAL TW'O WEEKS AFTER PLANTING. 14 1 1 ��L_�� ; '� �li __111 �4OUN: AND SHALL BV 'NI-L, " I- , "', -- � " --I 'y" "'," - � 1 3.06 ADJUSTMENT AND CLEANING 11, rOVp*CrlV � , il I "! � I ' � I ` I - -:_,�_,`�` -"'R II4T-'- - - -1 1, �, I , 7AJIN ALL �,l � i 11 I �_ - TH' '-'UV, I - -, - %',3� A. CLEA%ING UP THE SITE: UPON COMPLETION OF ANY PORTION OF THE LANDSCAPE PROJECT 3. PPCVMES PlilSVCXL AND MENTAL AWARE- :, 1,jl',ii�-!� �J,`,j� , III '01NA, 9E ',,�'l � ,' ' ' , IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAiN ." I , I ' � : " ' , , - - - , - i NESS OF TREES' �RESENCE TO EQUIPMENT � t� , , : , ,�Lj: "' ", i , �tisFl,-T I , I -11 I - -1 - I I , ", �JNI71 I- ',IK'lN, A � : lN,'L',', ' "' � � � �'O WiL-L 7E ; - , ,!, "j I - � -� I I � � � Hi -1 I- . 11 , , I � ' " - _� V_�', UPRIGHT POSITION UNTIL THE END OF THE GUARANTEE PERIOD. Sl',AKN',G RACTOR MUST THOROUGHLY CLEAN UP THE PROJECT SITE. IN ADDITION \ 11 OPERATORS � I '1� I 1� 1� , - I" � I � :�_;I:�14p, � , � �-A�, ,RE, I (1) C!JI-, A� i'A", C,i - - �, - � I �, �- - - " - R PLAN- % I- '' I - OPT;()N OF THE CONTRACTOR, ALTHOUGH ALL DAMAGED PLANTS RESUILTDING FRONi I I I 1, v I I _ , , -,, F , P NJ �,�Al F , � I -, 1-1 - � - - I - TO 'REMOVING ALL EQUIPMENT, UNUSED MATERIALS, DELETERIOUS MATERIAL AND SURPLUS I , �i u � � �_ � jE C 1; , , - - '-- PROpE,R STAKING AND GUYING SHALL BE REPLACED BY THE LANDSCAP-_ _�=_RIAL, THE LANDSCAPE CONTRACTOR SHALL FINE GRADE ALL DISTURBED AREAS AND THE 1� I , '' I , , I R , ", - I -WAL, - , - , MA - '� W H f _J__W_QaK5 , I , ,,� � I - E OWNER. ALL TREE GUY WIRES SHALL BE FLAGGED WITH ARE�S ADJACENT TO THE NEW PLA,N7iN1.S TO PROVIDE A NEAT AND UNIFORM SITE, ,I � 1. NO RZAVY EaUTWENT ALLOWED INSIDE �-: ',� , I �,,`�,�I� - � �,PE 2' LONG - , , 1, Ili ANlil" - 'i - I SPEC'"'FICALLY, THE SOD AREAS ADJACENT MUST BE AS REQUIRED, ALL DAMAGED OR ALTERED � I , . " - - ", " RG E � . I I PAW-R, cl,ki $�AWL LkBCR ,,',',�;;,� 6RCT"', �,is�, SHA� I �IAVF L', E P" i 'i-l "�i ", - � � -' � I I � I , " ��, , , _ _ , - � I SHALL BE CORRECTED BEFORE 11 I - , " - I �, I � I � EXI,IZ��NG STRUCTURES, AS A RESUL� OF 11 I :, � "KIP � 1,�-, 1;�Fl_l Ni 'li%il 1, � ,� A�_, '_ e, I I - , - V'r I�-,� yNj�,?'l I -1 1 2, NO CONSTBi.IC704 UATERfALS OR TEMPORARY - � " � , � I., � - � - 1� _� 1, � � PR,7',,lSIONAL ACCEPTANCE IS GRANTED AND GUARANTEE PERIOD BEGINS. DEOCS"TS ALLOWED INSIDE THIS AREA , , , ,-: _' � I ,,, � I'll ',� -C, I � 1, I � ", SC'L � 1�'l - 7� ' I � " --' ALL � _,:� I � � �': , �; I � H � '�;�`l _ � 1. , � , � '-, ' I I "I __ ", -1 FIL_A�' ; !�ROKEN I , z; � � 1, I I � 1, , , I 1� I I I I . , I I I I, -7 �4,` � NFR, P`,N'�"' ", "I I __'_,',,�-_* 7 lout,_- -- ', IS , A DISCREPANCY '\1 �l , ':,% , ", t (",'�:"� C)NIAl �, I I , SHALL BE PRUNED IN A MANNER COMPLYING WITH STANDARD HORTICULTURAL . � tt, � I- _� I z 11 - I I- B. A7�_ONAL PLANT MATERIAL: ADD�TICNAL PLANT MATERIAL REQUIRED DUE TO I 11 BY OBSERONG T4TSE r*0 StAIPLE PRINCIPLES, lil ; I � - - -, - 1-CE, Al, THE TIME PRUNING IS COMPLETED, ALL REMAINING WOOD SHALL BE ALIVE. 11 I , , I � � � , ,,,,,, �j!,,l I 1, � �_ � ,,7 �' ` _'ONTAi�,-= -, I ,�� ', e - T,-',' YSJ�lj,j ID r`!�'! '�-,z � ,- -1 , j��l 7HE PLANT LIST, THE PLANS OR CHANGES IN THE SITE SHALL BE PROVIDED AT THE SAME 1, - � A TREES' C40ta ,10,7 SURVIVAL IS GREATLY , 11 -1, 7 SuP,FACES OF ONE (1) INCH OR MORE IN DIAMETER, ABOVE THE GROUND, , I I -, � ,,,I, ,� �� P� 1��TArE,L� I FNHkRCEV _ 11 � I- I APPROVED COMMERCIAL TREE PAINT. FINE PRUNING FOR ;1147E AS ORIGINALLY SPECIFIED IN THE BID. ANY DEVIATIONS FROM THE PLANS PROVIDED SHALL I` - : - - : � , SH MUST BE DONE PRIOR TO FINAL ACCEPTANCE. ,FEQlJIRE A CHANGE ORDER SIGNED BY THE LANDSCAPE ARCHITECT, PRIOR TO THE WORK. I I I � 5REZR; �IN5_lQR_WQQD_3AR&IU I I : I I � � 1. W&NIMUW RAC4US TO BE PROTECTED IS - I -1 � " - ANTEE PERIOD AT LEAST 95% OF THE WOOD REM,AiNiNG SHALL � EXTt;lE ORT1,11it I , �_. � "'; I 1� - 1, �' � I _'.� __� - 1, - "i �____.C� k 1 , I - I " " 21 WNWU4 3' 'IN HEK;HT RZ,. 1_�_, ' ' , " -11 �_ 7�,�,'!',IiC'4, 3, UPRICKS- TRE EQUIVALENT OF 2"x4' ;z , , , LUUKEP ON S' 4141MUM CENTERS HI 1) R �Tiz,k 2 I . , I R(r�l i�2)1_j i, , - � . I � I � � - +_ �j . " " ,,, � 4. HORIZORTAl - T4E EQUIVALENT OF TWO 11 I CcupsEt ,;F- �/Z- ROPING WITH YELLOW " PLI,STIZ TAFE FLAGGING & BARRIERSS TO RE FRECTED AROUND TREES TO qEU4114 KTORE CONSTRUCTION OR ��_ � I jil,� � ll,,:�: REARFf 79ETS ARE REMOVED I I I EWER YUSf 91, I`;'�^l�t,', 6� BAM,TPS TO RE"IN IN PLACE UNTIL I 10R "� COl4;TF',';l, ,1� iLL AAiiXS, ,'CNSTRUCIICN AND KAVY � EZIP-WENT �S OUT OF AREA I I � I I .(lli�";llli -P'=_;_= PROTECT10,N . D 1 ��7 ,�_ " !:, �,_* 0,E7AIL � I I I I � � I I � I I I I I � I I I I I I I I I I I I I I � � I I I � � ,p 1 4, 1 1 1 1 . I � I I � � FSeal' ' ' ' - ' / ,� 'I', - __ / ) I I., 11 / _�l , I I I I I 1 , " / , v " / , , � " I i I / , / I (I /1" 1, � � , � I - , �11'______ ( �'l ,� I \,, �' I I Al'I"" -1 -1 �. - Parne,la J. French RLA I LAft 775 8/2/201 0 new base Revisions I I I I I I I I I , 11 I 11 I I I 1, , ''I � I a 0 r- *,�*_l N m CY) _fj '*,� _j C: C14 �_' * W , ,ill ;_� l QjRADE PROOF CONNECTION, SPEARS D5-500, OR APPROVED EQUAL SPRAY SPRINKLER, HUNTER PRO-C GP1,A3E 6- OR 12" POP-UP WITH PRO -SPRAY NOZ VALVE BOX: RAIN BIRD VS SERIES BOX P,��'-UP SFPA'� SPRINKLE;, HiPITER 11--ebJE-TWISTER FUNNY PIPE CONNECTOR HNISI 1 GRADE/ TOP OF MULCH FG1 Q'i MPR NNO)ZZLE WALLED 112� FUNNY PIPE LO-UG LABELED WITH ZONE NUMBER; SECURED TO W�- FLOW CONTROL HANDLE ,3 1 i t- " i I i z_j �77MT17-1�i :f: ,�--,:-tu T, cONN, PIPE GONN7CTOR "7-jeF �j - I If j FUNNY PIPE CONNECTOR 1 '2" ' 1 [_H=1 t Iz';�E I "I / EMOTt CONMOL VALVE, HUNTER PSV WITH ACCU-SET -TH4GK WALLEO --UNNY PIP� jf_; 1 j±� - 1 i i=!T '-:HT7TH,,fl Ifz , - I , - PRESSURE REGULATOR MODULE r-A"CH 40 SERVICE TEE OR STREET BLL -j i TI: H-1 I- TW'STER :t)NNY PIPE CONNEMOR PIPE �Lt -Pro4CH 50 NIFFLE ''TLI 4 FT 40 SL'70,0 TEF OR S11REET U�L 446--SCH 40 BILL CH 50 NIPPLE LENGTH AS NEEDED TYP., I OF 4 SGH-40 BLL SERVICE TEE OR STREET BLL ROTOR POP-UP SPRINKLER INSTALLATION POP-UP SPRINKLER INSTALLATION H 40 MALE ADAPTER INLINE N.T.S. N.T.S. TERAL PIPE DEPTH OF 5/4" WASHED GRAVEL OCLJnTr PAKITOtNt %JAI Wr lkle-YAl I al-v4^iko WIRE AS PER LOCAL CODE CONTROLLER TO SE PLACED IN ELECTRIC ROOM, COORDINATE WITH GENERAL CONTRACTOF I ELECTRICAL CONTRACTOR, PROVIDE ZONE MAP DIAGRAM, SINGLE THROW 16 AMP SWITCH RIC4L RACV I in S F-r-T7-rr- N.T.S. 0# 30' 60' SCALE: 1 30' "'ZONE 2) ZONE 1 , �,VALVE GPM VALVE G 25.8/ 1 30 #54 ZOLFO HYD. GROUP C 0, Z) A-) Cb TRAC T C LIFT STATION /-% kl�\ I A L). ul) 4� Alp 17 T 3 IRRIGATION SYSTEM L V1 I kJti UUN LU I IU CUA MERCIAL S CONNECT PROP, 2" POLY IRR. SERV, TO PROPOSED RE-WM 1.07 AC It OCOEE SERVICE AREA 41, 1. ^ 6 % F F. EL. 114,50 6"' A /00A 7 7. F /v IUD N SLEEVE k� (0) F \--l" IRR. METER A\ A 4 D 1> TRACT B 0v CROSS ACCESSI I PVC STORMWATER 1. 05 AC D CV i Pvc co F F I D A- v 0) (0 �v Q-) Ar) CIV D D CIV 4D 6 6. 5, k8a D 0 , - ' ' * * b� IN 80*1 ....... 0 ......... T �0 _il' 4 S-726042 01 W 67. J 2, 4*04' 84-10 1 57 N 8 53 4" \N 0 W 52.1 .3 A Q A r, C7,'O r,?'- 7" 57 �-PVC CONDUIT TO START OF THE L�l 'Jflj�l MAINLINE AT LIFT STATION LEGENL) 0 RAINBIRD 1806 SERIES 6" POP-UP SPRAY HEAD m RAINBIRD 1812 SERIES 12" POP-UP SPRAY HEAD IRRITOL 700 SERIES ULTRAFLOW ELECTRIC VALVE. SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VP-12A VALVE BOX. HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD CL.A!.:';S 200 PVC MAIN LINE - 1 1/2' -I'l-A"'; S 160 PVC LATERAL LINE - SIZ� �, S SHOWN LINTIL A SMALLER SIZE IS SHOV 4' MIN.) SCHEDULE 40 PVC SLEEVE, SIZE AS SHOWN. CONTROLLER - HARDIE TOTAL CONTROL 5 STATION. INSTALL WITH A MINI-CLIK H RAIN SENSOR GROUND WITH A 8 , MINIMUM COPPER CLAD ROD. SLEEVE TO AS REQUIRED. N(3) Z Z L E C` H A R T F-LETTE I' MODEL GPM 30 PSI RADIUS PATTERN A 1800-1 !"'IF 3.7 151 FULL 8 1800--15TQ 2.8 15f THREE QUARTER C 1800-1-157 2.5 1 5y TWO THIRD D 1800--1 5H 1.9 159 HALF E 1800--15T 1.2 15 ONE THIRD F 1800--1 5Q 1.0 15) QUARTER G 1800--15EST .61 4'x 15' END STRIP H 18 0 () - - I IrD C S T 1.2 4x3O' CENTER STRIP J 18001 2F 2.6 12$ LOW GPM FULL K 1800-10F 1.6 101 LOW FULL L 180('�')--'I 7SST 1.7 9x 18' SIDE STRIP M 18001 5SST 1.2 4'x3O' SIDE STRIP N 180(__)---'I 22H 1�2 12' LOW GPM HALF P 180(]) - 1101, .52 10' LOW THIRD R 1800 --'1 0Q .39 10 LOW QUARTER S 1800--1 OH .79 10 LOW HALF T 1800--81-1 .79 8 FLAT HALF U 1800-80 .39 8) FLAT QUARTER V 1800--8T .52 8' FLAT THIRD W 1.5 5' STREAM BUBBLER x 'I 800--Y"'�ST-B .50 5' STRIP BUBBLER y 18 0 C'.) --,r,-) H - 8 1.0 5 ' HALF BUBBLER Z 1 �:3 0 0 - 13VAN VARIES 151 ADJUSTABLE (0 GENERAL NOTE,) R -95.00' 1 - REFER TO THE LANDSCAPE PLANS WHEN TRENCHING 'TO NVOID 'TREES AND SHRUBS. _4� 44i 140.81 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. SHWL NAIL 5 SHWL NAIL. 4 AN - 106.18�0� ELEV = 106,21 ALL LATERAL PIPING SHALL BE BURIED TO A MIMMUM DEPTH OF 12" OF COVER, ELLV 3. ALL POP-UP ROTORS AND SPRAYS SHALL BE IN!- -ED USING AN 18" PVC FLEX ery light scattered water PIPE CONNECTION. DO NOT USE FUNNY PIPE. S 48"PW s 09/28/10 nails set in cypres 5 ON HARD SURFAES & BLDG W LS� �7) tree trunks top water 101,62 4. ADJUST ALL NOZZLES TO REDUCE WATER WASTE AL 5. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. J A by others 6. ALL CONTROL WIRE SPLICES SHALL BE MADE IN ' . oIALVE BOXES USING KING NONE STEP" CONNECTORS AND SEALANT WITH WIRE NUTS,. 7. THE CONTRACTOR SHALL PREPARE AN AS -BUILT ll"11RAWINC, ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGAf1,IN INSTALLATION, A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT WEEKLY DEMAND ZONE CHART FOR A FEE. THE DRAWING SHALL LOCATE ALL f4fiiNLINE AND VALVES BY SHOWING GPM RUN TIME GPW EXACT MEASUREMENTS FROM HARD SURFACES. 'IE INSTALLED IN VALVE __?�N �E 8. ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL E BOXES, I TURF SPRAY 30 27 Mk 810 9. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING' OUTSIDE A LANDSCAPE 2 TURF SPRAY 25.8 27 MIN. 696�6 AREA IS SHOWN THERE FOR CLARITY ONLY, ALI. I-INES3 SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. TOTAL O�9 HOURS 1,506,6 10. THE EXACT HEIGHT OF ANY 12" POP-UP THAT iS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. IRRIGATION DESIGN CRITERIA: FLOW REQUIREMENTS 30 GPM MAX. FLOW RATE I I THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONS01-11LE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS W01`1K. 12. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF CERTIFICATE OF OCCUPANCY AGAINST ALL DEFECTS IN MATERIALS, EOUIPMENT AND WORKMANSHIP. 13, ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL 81" PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OTHERS, NOT A PART OF THIS CONTRACT.) 14. ALL IRRIGATION PVC LINES AND HEADS MUST BE' PURPLE, 15. IRRIGATION SHRUB RISER PVC MUST BE PURPLE' ABOVE FINISHED GRADE, 16� IRRIGATION BACKFLOW PREVENOTRS MUST BE PURPLE, 17. IRRIGATION METER AND VALVE BOXES MUST BE PURPLE, 18. RE-CLAIMED SIGNAGE WILL BE INSTALLED, mum"'m Baffild qk lk 4' _1k C-1 "C' �NX'kl` SHEET: OF: DESCRIPTION COOPER LIGHTING LUMARK' The Lumark Tribute is the most versatile, functionally designed, u- adaptable outdoor lummairty available. The Tribute brings oulstan performance to walkways, parking lots, roadways, loading docks, ding HP1_R-250-MT-ADV-BK . . . . . a building TUBS, and any security lighting application. I.I.L. listed and CSA certified for COOPER UGHTING wet locations. WALGREENS, OCOEE, FL. X-1, Y-1 WILUR BLACK SSS SQUARE STRAIGHT STEEL SSS-6M- 27-SY-Ml 10'-39- Mounting "eight POLE I I [WALGREENS, OCOEE, I-L. 4-Be,lt Anchor Base COLOR BLACK Construction field rotatable in 90' increments Standard single carton packaging Rugged one-piece die-cast and offered standard with of housing, square Pole arm and aluminum housing and door mogul -base fampholders for round pole adapter allow for frame. One-piece silicone gasket 200-40OW assemblies or consolidated product arrival to site, protects the optical chamber from medium -base lampholders for Optional internal mast arm mount SPECIFICATION FEATURES Performance degrading contami- 15OW and below. accepts a 1 1/4- to 2 3/8" O.D. Fixture Mounting B ase nants. One 11) stainless spring horizontal tenon, while a 4-bolt Drilled or Tenon (Must specify. Site fixture mounting). ASTM Grade steel base plate with ASTM A366 fp latch and two (2) stainless hinges Electrical ro�el Fi-clTe-n clamping mechanism secures Shaft D,illd allow toolless opening and Ballast and related electrical fixture, Cast -in leveling guides removal of door frame. componentry are hard mounted to provide +/-S- vertical leveling ASTM A500 grade "S" steel shaft, Shot blasted Anchorage (Four Bell) die-cast housing for optimal heat adjustment. and painted with polyester powder coat- Anchor bolt per ASTM A576 with (2) nuts, (2) Fal, Reflector transfer and operating efficiency, Handhole washer, and (1) lock washer Nuts, washers and Choice of nine (9) high efficiency threaded portio of bolt are hot dip galvanized Optional swing -down galvanized Finish Handhole assembly Wx S"on 5� and 6" poles; and 3' book for 3/4"'holt, 4' book for 1' halt. optical distributions, including five steel power tray with integral Housing and arm finished in a 5 2'x 4' on 4' pole, (5) segmented Optical systems handle and quick disconnects stage premium TGIC bronze constructed of premium 95% allows tray to be completely polyester powder coat paint. TR reflective anodized aluminum removed from housing providing Optional colors include black, grey, sheet Optical segments are rigidly ample room for fixture installation white, dark platinum and graphite TRIBUTE mounted inside a thick gauge and maintenance. metallic. RAL and custom color aluminum housing for superior protection All Mountim. matches available. 70-40- segment faces are clean of rivet heads, tabs or Extruded 8"alurninurn arm High Pressure Sodium other means of attachment which features internal bolt guides for Pulse start Metal Halide may cause streaking in the light easy Positioning of fixture during Metal Halide distributiom Optical modules are installation to Pole or Wall surface. AREA LUMINAIRE FCO DIMENSIONS COMPLIANT TECHNICAL DATA N11 MI y UL WO L-fi-s LiMad CSA Cernafi�d EISA Compliant M �yp ENERGY DATA E %iAX MIN 7 D T,- �JIN I N, -A X HT -Reacts"" sallau hiprit Wint. /MIN 1203-0 70W lips HPF (as Watts) 100W HIPS HPF (130 Wafts) A 150W tips HPF (190 waa,) 1: U',A,',1NANCE C "t 6 C 42- : -11, , - i - 4. ISOW`MPrU`FrS5Wsu,) _J 15 1/2'In4m,n, CWI Ballast input Wafts 25OW "PS HPF (300 W�fts) CWA 0.11,st Nnn, Watts 175W MIT HPF 1210 Ws"st 2OOWMPHPFl227waits) to DRILLING PATTERNS 20OW IIPS HPI` 1250 Wsns) 25OW MH HPF (295 Wars) TYPE WALL MOUNT 25OW Mp NPF �283 Wars; tD TRUNNION MOUNT 32OW MP TIFF 365 Wans)(D 12 606" 3SOW MP HPF 1397 Watts) (D 1 59m.1 F 40OW MP HPF 1452 Wausl (D 7-4 11 - REFLECTOR ORIENTATION LEGEND 314'120-1 ------ !___, ,, I 400W MH HPF (455 Watts) T f3n� dia. halc 7, 16'1124-1 4 7)8' 40OW HPS HPF 1465 warts) T. R E F1 I F�,�R CORRE',0 SOCKF7 P�,,,S�Ti�ON '-'+0R 70 FIXTURE IN'S 7-__-1ION EPA ; 024-1 1 4 718"11241 10 112� 11261 ml Effestive Ploissled A,ea: (Sq, r, 1 gns_ �,r,naaiaa.ra "a, I",: 267 am) 706- 2m�t Wfth..t Ann: 1.19 01 F X 111\1 1 13/32' 518 .314 201 ll"ml c'.. "W's 9116- f 4..1 Mat (2) at., SHIPPING DATA 65.ml 3F �11 I Di H FOLEIGOMPAT . I , BIL . I . T , Y - M . AT . At . IT TROU-CT DRILL PATTERN !!nt- - - EPA I.MAUNTING CONFIGURATIONS Single 20180' 2090' 30W 30120- 40"' w1k. 11) P] 111 1:11 161 141 TALGN MEDIUM (Rissesus! Data) M 1.22 214 2,44 3.23 3,?Ii TALON MEDIUM (Da" Dxr) M 1.45 290 2.110 19Z �Lll� 3.92 4 �13 TALON LARGE M 2,51 5112 5.02'. 615 615 1,17 GULEAU, IRALAHE SMALL ARM MDUNT' M 13 3.4 3.4 4.6 GALLEFRASQUARE SMALL SPIDER MOUNT 2", 1,04 GAULERIA SQUARE MIDIUM ARM MOURV M 9 52 68 9.2. 92 10 1 GALLERIA SQUARE MEDIUM SPIDER MOUNT 3't, 3112' _2 222 CALLERIA SWARE LARGE ARM MOUNT' M 4.4 tA 9.8 13,7 11.7 lif!; CALLERIA SQUARE LARGE SPIDERMOURT 3'.31/2' 33 911LEAtALOU!!2,MEDIUM ARM NOUNP M 21 4.4 5.4 7.1 GAUERIA ROUND MEDIUM SPIDER MOUNT 3� 2 GALLERIA ROUND LARGE ARM M 3 S 7 9,5 95 to GhUSUA ROUND LARGE SPIDER MOUNT 2.8 THIOUTE M 1 62 324 314 4.43 413 -5,111" CLMRIML SQUAREI M 31 El 72 98 13 1�1 LANDAU' M L4 6 8.5 �.s )I, ADS SMALL ARM MOUNT __23 1,19 238 157 357 V� CRUTUS SMALL YOKUSPIDER MOUNT 4. psy 5- (CIG) 1.13 - pRRUS MEDIUM ARM MOUNT Z 1.7 14 3.4 51 5. 1 5 CITRUS MEDIUM YOKEISPIDER MOUNT -LAM 1.� 1.52 CIRRUS ANM-Mmv- 1 4.72 7 �ts 7.08 F:r CUIRUS LARGE YOKEISPI!ER MOUNT 6- 2A CREDENZA SMALL ARM MOUNT Z 1.19 2,38 2.38 357 � 57 CREDEM SMALL YOKE(SPIDER MOUNT 4. lm� 5- tymj 1.13 GAIDENZA MEDIUM ARM MOOT IJ 3.4 3,4 51 11 CREDENZA MEDIUM YOKUSPIDER MOUNT 1_52 CREDENZA LARGE ARM MOUNT Z" 7,36 472 472 708 CREDENZA LARGE YOKE/SPIDE OUNT 2.1 U t12 _J �,751 _�;'-,�z% shaft Sir. to) P, il Lq��: t(10I 1� A. f4f L ysib.- (17.73kgs) FOUH BOLT ANCIIORAGE 03. Innurf IT I . ...... L 3' (77-1 So Ci�_ Bfl=� P` j��0 All= e,n, h,, S0 COOPER Lighting SPecifficatimns and Oinnensiorts Subject to client t n tic Is withou e 4 Di nmc, H ADHO82 20 Q32:453pro A T I _UMINIAIRES, REFER TO "i-AN 'OE'W ON J-HIS F`�z 7_11DRRECT, N A �),N'l LOT I If L;UMP�FAL DIRANAIiE EA13EWV,' ,sl pACE 71 B1, EXCEP -�jj 2. 99!29102'.� W All DRAINAGE EASE14NT ORB IWBg, mkcE TITLE EXCEPTION 11 32 F*.F EL 115.5o 01 T� % 21'.50 4,3 0,4 Oj 2 AV 0 16, 2 0.2 4 41 Ck 410 % 451 O'l 0,3 010 0 IV 7 ff 1�2 #44 SMYRNA MMy ook munc sot. e,3 0.0 HYD. GROUP B/D /0,2 C17 SHIML W& 3 0,0 0.2 ELLY - 11213 2 0.0 237 010 0.3 1 a SITE LIGHTING NOTES 41/ 1 0.1 9: in V" - It 2.53 0.8 1/ / ,, ��, troer trunks 0 by others LOf 2 1 - 'SITE LIGHTING SHALL NOT INCORPORATE SPOT OR FLOOD 2, 2 J' -LIGHT to 1,8 0,5 COA I RCIAL FIXTURES MOUNTED ON BUILDING WALLS, ROOFS, OR POLES PER LANE) I DEVELOPMENT CODE (SECTION 6,14 (2y(i)(3)), 4 1A AC 2. ALL LIGHTING FIXTURES SHALL BE EOUIPPED V41TH SHIELDED OR FULL F F. EL 114.50 0,7 10 "%knt CUT-OFF LUMINAIRES INCORPORATING FLUSH--VOUNT LENSES. 2,7 1.7 op 02 C ) A F�XTURES UNDER PORTE-COCHERES OR CANOPIES SHALL BE TOTALLY O�7 pi, ENCLOSFED WITHIN THE STRUCTURE AND UTILIZE FLUSIA-MOUNTED OR Et.0 0,^ 54 ZOLFO 4 214 U_ # RECESS-ED LENSFS TO DIRECT LIGHT DOWNWARD TO PREMENT 'VISIBLE 1117 1/ /,. C,�, -, . H GROUP C GLARE. PER LAND DEVELOPMENT CODE (SECTION 6.14 (2)(i)(6)). U, YD t u 4. 2�O U 3. BUILDIN,", LIGHTING IS LIMITED TO SHIELDED WALL WASHER FIXTURES OR Izi- O'Ell / 1,8 0�6 DOWN LIGHTS VI`HICH TO NOT PRODUCE SPILLOVER OR NIGHT -SKY POLLUTION PER LAND DEVELOPMENT CODE (SECTION C-14 (2)(j)(4) TR4 A-j A d A L/FT SCT4TTICCON Iry 0,8 1,4 TR 4. NOT USED, CONS?A 0.03 AC VCT A I / RVATION AREA 6 0 5� PROVIDE7 CROWN ON TCP OF CONCRETE BASE TO COMPLETELY Al, '-A TER, 1�5 m LOT 3 4. 01 AC SHED Vv -7 COM�fRCIAL T 0,3 7 1.0 AC 6, 112" (MIN) AIRGAP SPACE BETWEEN TOP OF CONCRETE CROWN Cl, IFF AND 130TTOM OF POLE BASE PLATE FOR VENTk ATION, EL. 114.50 0 0,2 0 2" 0.0 SITE LIGHTING INSTALLATION INSTRUCTIONS 11 4V 0.1 '�41 0 6 1.9 �7 �0 X-1 Y-1, Z- 1, X1 -WM, Y1 -WM & Z1 -WM) **% 5.) 1 f\ 0 0.1 0.8 O�6 0,0 40 AJ 228.75 0,3 S 8618040" W 1 LOCATE LUMINAIRE ON 'THE DRAWING; AND VERIFY LUMINAIRE C'ATALOG TRACTo,B N NUMBER, POSITIClN OF LAMP SOCKET 41D DIRECTION OF ARROW. 0,1 CRO ACCES .7F T R 0� 0.4 2.7 1.5 S RrA TER 2, PRIOR TO LUMINAIRE INSTALLATION. VERIFY THAT THE LUMINAtRE J e air CATALOG NUMBER MATCHES THE CATALOG NUMBER SHOWN ON THE 01 C6 1.0 DRAWINC. 03 O�2 3. ROTATE REFLECTOR UNTIL LAMP SOCKET IS POSITIONED EXACTLY AS 0� -3 SHOWN ('-')N THE DRAWING. 00 0,7 0,3 O�2 Co O� 7 010 THIS SYMBOL DEPICTS THE FIXTURES ORIENTED IN THE We: DIRECTION OF THE ARROWS WJH THE' FIELD ROTATABLE OPTICS. .2 3 as 1 QJ PLEASE REFER TO THE FIELD [ROTATABLE OPTICS STICKER (Y.0 [LUMARK(COOPER)] OR TO THE "STAM,,PED" ARROW .......... ........... ....... .................... [LITHCNJA(ACUJY BRANDS LIGHTING)] IN FIXTURES, Air ....... ....... t'� -AMA 0,3 .............. 0 '7� 4. NOT USED. lvo 01,31 N' W 84-0 th 84-10'5 S 04 A,3ft W O�2 .37 5. l,,1PON COMPLETION OF INSTALLATION, WALK ALONG THE' PARKING LOT 0,0 0. 52.17 57.37 PERIMETER WITH THE DRAWING IN HAND TO CONFIRM THAT ALL, LAMP R �5: ------ SOCKETS ARE POSITIONED EXACTLY AS SHOWN ON TH E DRAWING, 0 40. 41 ed J. got Will. S M Hilit 4 a1v 10611 rqht switestod "tat 041 ,cis Get h cylar"s =Vo tesb frVoks, 4 by *thers 0,0 rn t 41 /V TRACT A #3 BASINGER FINE SAND I S t 1_11 I of 50, 100' SCALE: 1 11 = 50' POLE CAP, FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR LUMINAIRE SQUARE STRAIGHT STEEL POLE FINISHED BLACK POWDER COATED, SEE DRAWING E-520, LUMINAIRE SCHEDULE AND POLE SPECIFICATION FOR POLE SELECTION, �CCESS HOLE WITH COVER ANc, 3ROUND LUG BEHIND COVER. ' �ASE CCIVER, SEE NOTE 5, -OUR (4) ANCHOR BOLTS SUPPLIED VITH P(_)LES, FINISH GRADE NISTALL, CONDUIT BELOW FROST LINE 30" MIN.) ,ONDUIT AND WIRING TO OTHER - I XTU RE S, 'ONCRE,"TE BASE, POURE-D IN PLACE BIr' �LECTRICAL CONTRACTOR (rREE OF' F(,RV, AARKS) #3 TIES- 12" O�C� SEE REINFORCING STEEL NOTE 6 FINISH GRADE 5#5 VERTICAL 2-1/2" SECTION A -A LIGHTING STANDARD ELEVATION ENLARGED CROWN DETAIL �3 OT 10 ,,/)NOT rr101 �SCALE -6 _)7 SCAL`EL namm tqvA .MaN.-alm N 111� Ult NEW - 0 '" 44 AIR 411A A TI-10h4AS H. 5KELTON, PE RECISTRATION NO, 42752 SHEET: E01. 1 Mayor S. Scott Vandergrift center of Good L .e It1J~Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 City Manager Robert Frank October 20, 2010 Thomas Skelton American Civil Engineering Co. 207 N. Moss Road, Suite 211 Winter Springs, Florida 32708 RE: Walgreens @ West Road Commercial Subdivision Small Scale Site Plan, Subdivision & Rezoning SS-2010-002, LS-2010-003 & RZ-10-03-01 4th Staff Review Dear Thomas Skelton: Thank you for your submittal for the above-mentioned project. We have attached staff comments that are in response to your submittal. At your convenience, please call me at 407 905-3100 extension 1021 to schedule a Technical Staff Review Committee Meeting (TSRC). During this meeting, the appropriate staff members will go over any of their comments to facilitate the re-submittal. In your written response, we ask that you indicate how each comment was addressed. If you have any questions, please call me at 407905-3100, extension 9/1021. Sincerely, Sherry Seaver Sherry Seaver, Development Review Coordinator Planning Division sas Attachment cc: Paul Rosenthal, City Attorney Dottie Watson, Assistant City Attorney Craig Shadrix, Development Services Director Bobby Howell, Senior Planner Engineering Department Project File OIDEVELOPMENT REVIEWIProjects 201 0lWalgreensl4th ReviewlDRCWalgreens.doc City of Ocoee . 150 N Lakeshore Drive. Ocoee, Florida 34761 phone: (407) 905-3100 . fax: (407) 656-8504. www.cLocoee.fl.us BOBBY HOWELL. SENIOR PLANNER 407) 905-3100 Extension 1044 The Planning Division offers the following comments related to the current plan submittal. 1. Resolved 9. Resolved The following comments apply to the Preliminary Subdivision Plan. 10. (Repeat Comment) No traffic study has been provided for review. Please submit a traffic study with your next submittal. Also on Sheet 7 it is noted that there is an approved traffic study. To date the City has not approved or received a traffic study for this project. 8/24/10) The traffic study has not been received. 9/30/10) The traffic study must be reviewed and approved by the City's traffic consultant prior to the scheduling of the public hearings. The result of the study may stipulate a potential concurrency deficiency which may result in a mitigation payment. 10/19/10) Please note the traffic study must be aooroved by the City's transoortation consultant orior to the oroiect beina oresented to the City Commission for final aooroval. 14. Resolved 16. Resolved 26. (Repeat Comment) Please explain what the area is in the northeast corner of the site adjacent to the West Road curbcut is. Is this an easement? If so, it needs to be properly labeled as such. 8/24/10) Please label this area as an easement that will be dedicated to Orange County. 9/30/10) The response letter states that this area will be labeled as an easement on the survey. Please label it as such on all applicable sheets on both the PSP/FSP and Site Plan. 10/19/10) The above described easement has not been labeled on all olan sheets in both the Preliminary Subdivision Plan and Site Plan sets. Please ensure it is labeled on all aoolicable olan sheets. 40. (Repeat Comment) Please note stormwater facilities (ponds and/or dry depressions) will be designed and utilized as site amenities and buffers along entrances and street frontages or as buffers between incompatible uses and landscaped with minimum 10 foot buffers consistent with side and rear yard buffer regulations. (Section 6.14 (2) (f) (1)) 8/24/10) Please explain how the southern portion of the retention pond along Ocoee-Apopka Road will be landscaped since it is in an area reserved for landscape buffers? 9/30/10) Landscaping is shown on the portion of the pond that faces Ocoee-Apopka Road, but not the area internal to the site along the frontage road. Please note storm water facilities (ponds and/or dry depressions) will be designed and utilized as site amenities and buffers along entrances and street frontages or as buffers between incompatible uses and landscaped with minimum 10 foot buffers consistent with side and rear yard buffer regulations. (Section 6.14 (2) (f) (1)) Please show the remainder of this buffer by providing landscaping around the portion of the retention pond that is along the frontage road. Please provide this in the PSP/FSP plan set. 10/19/10) The ink has faded on the landscaoe olans orovided in both the Preliminary Subdivision Plan and Site Plan sets and has caused the tyoes and Quantities of several olant soecies to be iIIeaible. Please ensure the olans are leaible. Comments 41-48: Resolved 49. (Repeat Comment) Please note per Conservation Element Policy 4.3 all disturbed wetlands are required to be replaced at a 2: 1 ratio on site or within the same watershed. 8/24/10) How will the disturbed wetland areas be mitigated? What plant materials will be provided and what other types of measures will be performed? The applicant should evaluate how Fountains West mitigated their wetlands and emulate that plan as much as possible. 9/30/10) Please show the wetland plantings on the section on the mitigation plan sheet. Additionally, has SJRWMD approved the mitigation plan? If so, please provide a copy of the approval letter for our files. We will need this information prior to the scheduling of the public hearings. 10/19/10) 1) To date the SJRWMD letter indicatina aooroval of the wetland mitiaation olan has not been received. Please note the oroiect cannot be forwarded to the City Commission for final aooroval until this letter is received by the City. 2) The tyoical sections showina the wetland olantinQs has not been orovided. 70. Resolved 72. Resolved The following comment applies to the Final Site Plan. 73. (Repeat Comment) Please note building lighting is limited to shielded wall-washer fixtures or down lights, which do not produce spillover or night-sky pollution. (Section 6.14 (2) (i) (4)) Please provide cut sheets of the building mounted lighting and a note on the plan to demonstrate this requirement has been satisfied. 9/30/10) Please provide cut sheets of the above described lighting to demonstrate compliance with City code. 10/19/10) Please orovide cut sheets in the Walareens site olan set that deoict how the buildina mounted liahtina will aooear. 74. Resolved RYAN HOWARD. STAFF ENGINEER 407) 905-3100 Extension 1506 The following are the resulting review comments relating to your 4th submittal received by the City for the above referenced project. Bold comments represent the new comments. If you have any questions pertaining to the requested information, please contact our office. This submittal included two sets of plans. One being the Site Plan set and one being the Subdivision Plan set. The underlined portion will delineate which set of plans the comment applies to. 1. A copy of the SJRWMD, Orange County Utilities, and Orange County Public Works permits will be required before final approval will be issued. Not Resolved. 2. Please see the attached comments in regards to the stormwater system by the City's Stormwater Engineering Consultant (Singhofen). Not Resolved - Attached please find an updated memo from Singhofen. Subdivision Plan & Site Plan The following applies to the Cover Sheet 3. Resolved. 4. Resolved. The following applies to Sheet 2 of 21 Conditions of Approval Plan 5. Resolved. 6. Resolved. 7. Resolved. 8. Resolved. 9. Resolved. The following applies to Sheet 3 of 21 GENERAL NOTES 10. Resolved. 11. Resolved. 12. Resolved. The following applies to the BOUNDARY & TOPOGRAPHIC SURVEY 13. Resolved. 14. Resolved. 15. Resolved. 16. Resolved. 17. Resolved. The following applies to Sheet 7 of 21 SUBDIVISION PLAN 18. Resolved. 19. Resolved. 20. Resolved. The following applies to Sheet 8 of 12 STORMWATER POLLUTION PREVENTION PLAN 21. Resolved. 22. Resolved. 23. Resolved. 24. Resolved. The following applies to Sheet 11 of 21 COMPOSITE UTILITY PLAN 25. Resolved. 26. Resolved. The following applies to Sheet 12 of 21 PAVING, GRADING & DRAINAGE PLAN 27. Resolved. 28. Resolved. 29. Resolved. 30. Resolved. 31. Resolved. 32. Resolved. The following applies to Sheet 14 of 21 WETLAND IMPACT PLAN 33. Resolved. The following applies to Sheet 15 of 21 PAVING, GRADING AND DRAINAGE DETAILS 34. Resolved. The following applies to Sheet 16 of 21 PAVING, GRADING AND DRAINAGE DETAILS 35. Resolved. The following applies to Sheet 18 of 21 REUSE WATER DISTRIBUTION STANDARD 36. Resolved. Sheet 11 of 11 37. Resolved. 38. The Point of Connection to the reclaimed system is called out. Please indicate that a meter will be installed and indicate the meter size for the designed irrigation installation. The meter size was changed on the Site Plans, however, the Subdivision Plans also show a 2" meter which is oversized considering the flow stated in the table. The following applies to the PHOTOMETRIC PLAN: 39. Resolved. 40. [Repeat Comment] EO.1 does not provide for lighting at all the entrances and exits of the development (1 one West Road and 2 on Ocoee Apopka Road) and rear exit from the Walgreens lot south to Lot 2. Site Plan The following are new comments as a result of the plans being revised with new design information that Engineering has not previously reviewed. 41. Resolved. 42. Resolved. 43. Resolved. 44. Resolved. 45. Resolved. UTILlTIES/BACKFLOW. PUBLIC WORKS. FIRE & POLICE There are no comments at this time. NICK LEPP. RENAISSANCE PLANNING GROUP 407) 487-0061 Extension 129 Renaissance Planning Group has reviewed the West Road Commercial Subdivision/ Walgreens traffic study and site plan, the following comments: Site Plan/Subdivision Plan The right in / right out driveway on Ocoee-Apopka Road has been modified to meet the 185 feet from the West Road intersection, however, we will await comments from Orange County Engineering before issuing a final determination. The plan should show a cross access easement between the property on the subject property and the property on the south. Traffic Study Traffic has been adjusted to include vested (future) traffic on the network, however, there has been no increase to right and left turns at the West Road and Ocoee-Apopka Road intersection in the future. DOROTHY E. WATSON. ASSISTANT CITY ATTORNEY 407) 244-3236 I. Repeat Comments The following comments were included in the City Attorney's prior memorandum regarding the Plan, however, they were not fully addressed as part of the Applicant's current submittal. 1. Resolved. 2. Resolved. 3. Resolved. 4. Resolved. 5. Resolved. 6. Resolved. 7. Resolved. 8. [Revised Comment] The correspondence accompanying the Rezoning Application indicates that the Verified Legal Description Form will be submitted upon the vacation of the old West Road right of way. We understand that Orange County is still resolving issues related to the old West Road vacation and that the vacation should occur shortly. However, in the interim, please note that the Rezoning Application may not be fully considered without a legal description of the property to be rezoned. Please revise the Verified Legal Description Form to reference the also described as" description appearing on the survey. 9. Resolved. 10. Resolved. 11. [Repeat Comment] The copy of the Survey provided to the City Attorney has not been signed and sealed by the surveyor. Please provide a signed and sealed boundary survey with your next submittal. Some of the courses appearing in the "also described as" legal description for the remainder parcel on the Survey appear to be inconsistent with the courses appearing on the survey itself. In addition, in the description for the Walgreens parcel, it appears that there are extraneous characters in the description and the point of beginning was inadvertently left off. Please provide a revised survey with your next submittal. 12. Resolved. 13. Resolved. 14. Resolved. 15. Resolved. 16. Resolved. 17. Resolved. 18. Resolved. 19. Resolved. 20. [Repeat Comment] Sheet 14 shows encroachment of the development onto wetland areas. Please provide copies of correspondence with St. Johns River Water Management District confirming that this encroachment is acceptable. We note that the Response Letter indicates that this comment will be addressed at a later date. 21. Resolved. 22. Resolved. 23. Resolved. 24. Resolved. 25. Resolved. 26. Resolved. 27. Resolved. 28. Resolved. 29. Resolved. 30. Resolved. 31. Resolved. 32. Resolved. 33. Resolved. 34. Resolved. 35. Resolved. 36. Resolved. 37. Resolved. 38. Resolved. II. Comments in Response to New Plan None at this time. The following comments are based on changes made to the Plan since the Applicant's prior submittal or relate to new information or documents that have been provided since Applicant's prior submittal. Singhofen & Associates Inc. III MEMO From: Date: Re: David Wheeler File Mark Troilo, P.E. October 19, 2010 Comments on Walgreens Drug Store #12884 - Application Review To: CC: These comments pertain to stormwater related issues we've identified in the response to comments dated October 11, 2010 for the subject project. Comment 1. The following relates to the Stormwater Management Calculations: a) We have determined the contributing area draining to the proposed pond and confirm it is approximately equal to the area reported by the applicant in this response. Although the applicant has not accounted for all disturbed areas in the calculations as requested in previous comments, it is likely that those remaining disturbed areas will not have an adverse impact on receiving waters as long as the remaining comments listed below are addressed. b) Underdrain calculations are provided for recovery of the treatment volume in three (3) days and the attenuation volume in fourteen (14) days per St. Johns River Water Management District requirements. Please submit a drawdown analysis to ensure these requirements are met. c) Various pipe lengths and structure types are inconsistent between the plans and storm tab calculations (e.g., STM-1 length, STM-2 length and structure type, STM-7 inlet elevation, STM-8 inlet elevation). Furthermore, and as noted previously, several inlets in the parking area are still at or below the peak stage elevation in the pond for the 100 year 24 hour storm of 112.26 feet (STM-10, STM-9 =112.00). d) Calculated HGL elevations are required to be at least 6 inches below the gutter/road elevation. The storm sewer system does not meet this STORMWATER MANAGEMENT AND CIVIL ENGINEERING 925 SOUTH SEMORAN BOULEVARD. WINTER PARK, FLORIDA 32792 PHONE: 407-679-3001 . FAX: 407-679-2691 ocoeefs1\community development\planning division\development review\projects 201 O\walgreens\4th review\201 0_1 019_walgreens- saicomments (2).doc October 21, 2010 Page 2 of 2 requirement as currently designed (e.g., STM9, STM10). Revise and resubmit corrected plans and calculations. e) The rise dimension of the weir slot used in the flood routings extends above the grate elevation. Please revise it to span the distance between the weir invert and the underside of the grate - not the structure top elevation. Revise and resubmit corrected plans and calculations as necessary. f) The seasonal high water level for the wetland in the vicinity of the discharge point of the pond is at elevation 106.2 feet. This elevation must be used to establish tailwater conditions in the flood routings and for other calculations including the underdrain drawdown calculations. g) The geotechnical reports have been reviewed and are acceptable. The geotechnical recommendations include the likely need to over-excavate the pond site as well as specific backfill and construction techniques necessary to ensure the pond will function as designed. Please include notes in the plans to require these recommendations during construction. slNGHOFEN & ASSOCIATES, INC. STORMWATER MANAGEMENT AND CIVIL ENGINEERING 925 SOUTH SEMORAN BOULEVARD. WINTER PARK, FLORIDA 32792 PHONE: 407-679-3001 . FAX: 407-679-2691 ocoeefs1\community development\planning division\development review\projects 201 O\walgreens\4th review\201 0_1 019_walgreens-saicomments (2).doc