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Home My WebLink About2002 12 16 Regular B Preliminary Engineering Site Plan for State Road 434 Retail Center COMMISSION AGENDA ITEM B Consent Information Public Hearin2 Re2ular X Decembe!~002 Regular Meeting MGR. /L-, IDe!,t. /~ REQUEST: Community Development Department presents to the City Commission, the preliminary and final engineering site plan for the State Road 434 Retail Center located on the west side of the Stone Gable mixed use community and the south side of SR 434. ,~ . d-' PURPOSE: The purpose of this agenda item is to pres~nt ;to the Commission the preliminary and final engineering site plan fqr.a: 50;439 square foot shopping center, on 9.15 acres. The shopping center square footage 'is proposed to be brok~n into 35,439 square feet ofr:t~~OOO square feet of restaurant, and 9,000 square feet of office (on the secQDP.J'fdor). r<7~ ~J!J.-~ APPLICAD.\.tE~ LAW: . ,6'~' Sec. 9 - 26. Maps, engineering plans and plats to be submitted in preliminary and final form. ..>. " '~:..i, Sec. 9 - 71. When final development plan is to be filed; extens~qn. ; Sec. 9 - 72. Processing of final plans. Sec. 9 - 73. Form and contents of final development plan. Sec. 9 - 74. Action on final development plan; expiration of approval. CONSIDERATIONS: The site is depicted as Commercial on the Future Land Use map. The SR 434 corridor is developing (e.g. Parkstone, the Town Center, Wagner's Curve, and the Baptist Church). The site is located adjacent to the Stone Gable PUD. Tract "A" of Stone Gable, at the I Regular Item A December 9, 2002 Page 2 northeast comer of Stone Gable Circle and SR 434 is dedicated for commercial development (the Stone Gable property had a Commercial FLU designation before it was amended to Mixed Use in 1996 to allow rezoning to the Stone Gable PUD with residential and commercial uses). There is a commercial tract at the front of the Parkstone PUD, on the opposite (north) side of SR 434. The Stone Gable Master Plan depicts the subject property as having C-l zoning, demonstrating the commercial designation preceded the existing adjacent Stone Gable mixed use community. Utilities will be available to the site and require connection by the developer. The site is located on busy SR 434. Staff required a traffic study, which was subsequently reviewed by the City's traffic consultant. Both professionals determined that adequate capacity exists on SR 434 and that no additional features (e.g. turn lanes or intersection improvements) were required to accommodate this development. The existing directional median cut in the SR 434 ROW was relocated to its present location to accommodate the development of Stone Gable. It had been located in front of the proposed SR 434 Retail Center site. Due to its proximity (it does not meet the minimum separation requirements) to the nearest traffic signals (i.e. the bus barn and Winding Hollow), it does not qualify for either a traffic light or a full median cut. One of the conditions for allowing Cambridge Homes to move the directional median cut to accommodate Stone Gable was that Cambridge Homes provide cross access to this site. Although Cambridge Homes retains ownership of the narrow strip of land just west of Stone Gable Circle, it (the narrow strip of land) is controlled by the Stone Gable Home-Owners' Association, which will not grant access to the subject property. The Florida Department of Transportation stated in an 8/30/02 letter to the developer that: "...In regards to the directional median opening access issue, three (3) options are available and include: 1 Use the present median opening access which also currently serves the Stone Gable residential community. Cross access will need to be provided from Stone Gable Circle to the SR 434 Retail Center site. 2 Provide for a relocated directional median opening west of Stone Gable to the proposed easterly access connection of the SR 434 Retail Center. Cross access would need to be provided from the SR 434 Retail Center to Stone Gable Circle. 3 Construct an additional directional median opening to provide access to the proposed western access connection of the SR 434 Retail Center. The present directional median opening to Stone Gable Circle 2 Regular Item A December 9, 2002 Page 3 would remain with or without cross access between the two developments. The Department prefers that only one (J) directional median opening to be used between both developments. McGaba LLC and the Stone Gable Homeowners Association must work out which option is agreeable to each and submit final plans based on the above options listed.... " The parties met and were unable to agree. The developer is proposing option two without the cross access to Stone Gable which is shown on the plans. Both proposed curb-cuts shown on the proposed plan meet City Code requirements. The traffic analysis has been modified to incorporate these changes and has been reviewed and found satisfactory by the City's traffic consultant. However, staff recommends that the plans be revised to reflect the third option aereed to bv FDOT which would keep the existine directional openine to Stone Gable and provide a second directional median openine to the western entrance to the proiect. This would reduce the amount of conflicting turning movements to Stone Gable while still providing direct access to the project. Staff is requiring cross access easements for this project for easterly and westerly access. CHRONOLOGY: . January 11,2002 - Preliminary Engineering Plan submitted to City . April 8, 2002 - Final Engineering Plan submitted to City . November 20, 2002 - P & Z Board recommended approval FINDINGS: 1) The site is zoned General Retail (C-l) and has a Commercial future land use designation, which allow the types of uses requested. 2) The site is located within the SR 434 New Development Overlay District and all regulations of the overlay are applicable. 3) The Stone Gable HOA and developer were unable to agree to a cross access easement between the properties. 4) The developer is proposing the 2nd FDOT option without the cross access which closes the Stone Gable median opening and relocates it to the west. Staff and our consultants have reviewed the associated portions of the preliminary site plan and found them to be in conformance with standard engineering practice and acceptable for approval from a transportation/traffic point of view. Additional on-site or off-site traffic mitigation measures (e.g. auxiliary turn lanes) are not deemed necessary by either the applicant's traffic consultant or the City's traffic consultant. 5) The Developer has already received an FDOT permit for the proposed modifications and relocation of the median opening. 6) The existing directional median cut was moved from in front of the proposed SR 434 Retail Center site to the present location to accommodate the development of Stone Gable 3 Regular Item A December 9,2002 Page 4 and does not meet the FDOT separation requirements from the 2 nearest existing tranic lights (at the school bus barn and Winding Hollow) for either a traffic light or a f'ull median cut. 7) FDOT Option 3 provides directional median openings for Stone Gable and the project. This is the option preferred by staff. 8) The stormwater pond location adjacent to the existing Stone Gable stornlwater pond is a City requirement. 9) The applicant will grant a cross-access utility easement to the City at the southeast corner of the site to accommodate an existing drain-pipe serving the Stone Gable storm water pond. 10) The SR 434 Retail Center preliminary and final engineering site plan is consistent with the City Comprehensive Plan and City Code of Ordinances, subject to the following conditions: a) No construction may commence until all pertinent detemlinations, permits and/or approvals are obtained from the SJRWMO ( FOOT permit before any work done in FDOT SR 434 ROW; FOEP pernlit before water and sewer line constructi onlinstallati on); b) A drainage easement shall be granted to the City for the triangular-shaped area located at the southeast comer of the site (as depicted on sheet 4 of the plans submitted 4/24/02), south of the storm water pond, prior to issuance of any certificate of occupancy for the site; c) A vehicular cross-access easement, centered approximately 160 feet south of the northeast corner of the site (depicted on sheet 4 of the plans submitted 4/24/02) shall be granted to the City and/or the adjacent property owner or as determined by the City Attorney, pursuant to Section 20-472 of the Code. prior to issuance of the first certificate of occupancy for the site; d) A vehicular cross-access easement, centered approximately 150 feet south of' the northwest comer of the site shall be granted to the City and/or adjacent property owner or as determined by the City Attorney, pursuant to Section 20- 472 of the Code and the recommendation oCthe City's traffic consultant. prior to the issuance of the first certificate of occupancy for the site (plans to be modified by the applicant to depict this easement prior to a pre-construction conference or commencing site work). e) Dumpster pad enclosures shall be permitted and constructed consistent with the requirements of the new dumpster enclosure regulations (Ordinance No. 2002-13); f) All signage shall be consistent with the requirements of Section 20-470 and/or Chapter 16 of the City Code, as pertinent; g) Off-site light spillage shall not exceed 0.5 foot-candle power (this may require adjustment, shielding, or other modifications) after field veri fication after installation; h) Before a pre-construction conference is held or construction may commence, the applicant shall amend the plans to accommodate all of the changes 4 Regular Item A December 9,2002 Page 5 required by the City Fire Marshal, the City Engineer, and/or City Public Works Director, as may be pertinent; i) A six foot tall masonry wall will be constructed across the southern portion of the site, where the developed portion of the site will abut residential zoning. This will extend generally from the eastern property boundary to the upland buffer depicted on sheet 4 (a literal reading of the Wall Ordinance - Ordinance No. 2000-07 - would require the wall to be constructed across the existing creek and through the wetland); and, j) The FDOT permit shall be modified to reflect option 3 which allows both SR 434 Retail Center and Stone Gable to have a median opening. The Stone Gable median opening would need to be relocated to the western entrance for adequate spacing between the median openings. k) All City-owned trees and/or other landscape material located in the median, that may need to be relocated, shall be relocated and maintained by the developer for a time period reasonable for the plants to become re-established. RECOMMENDATION: Staff recommends approval of the SR 434 Retail Center preliminary and final engineering site plans, subject to conditions 10 (a) through (k) set forth in the Findings section above. PLEASE NOTE: Staff will provide a detailed discussion paper along with the plans, no later than Friday, December 6, 2002 ATTACHMENTS: A. Revised Traffic Study Conclusions and Confirmation by City's Consultant B. Correspondence between the applicant and the Stone Gable HOA C. Site Plan Application D. Site and Landscape Plans E. Minutes from the Planning and Zoning Commission Hearing on November 20, 2002 CITY COMMISSION ACTION: 5 JUL 31 2001 2:35PM TRAFFIC PLANNING ~ DESIGN 407 628 8850 p. 1 A TTACHMENT--A Traffic Planning and Design, Inc. - 535 Versailles Drive, Suite 200 · Maitland, FL 32751.7305 (407) 626.9955 · FAX (407) 628-8850 · E-mail; tpdtraffic@'aol.com FAX MEMORANDUM TO: 4"155 John Baker- FAX (407) 327-.9911 ~. Tmgut Dervish, P.E. FROM: DATE: July 31, 2002 RECERVED J U L 3 1 2002 RE: SR 434 Retail Center TPD NQ 2088.2 CITY OF WINTER SPRINGS Community Development The SR 434 Retail Center is proposed to be served by two access drives. For a conservative assessment of traffic conditions, all project traffic in the traffic analysis was assigned to the major access drive located at .the proposed directional median opening. The minor access, a right in/out driveway, is considered to be primarily a service access facility with minimum project traffic. . Please call if you have any questions or need'additional informatiolL ID:jm cc: Terry Zaudtke, P .E. - FAX (407) 648-1036 STUDY CONCLUSIONS The proposed development is for a 47,939 square foot retail center with 9,000 square feet of office to be located on SR 434 just west of Stone 'Gables Circle. This development is estimated to generate a daily traffic volume of2, 157 vehicles and a P.M. peak hour of 192 vehicles (88 ep.tering and 104 exiting). This trip generation represents access "Category D". The proposed development will be served by one access connection to be located at the median opening which will be moved froin Stone Gables Circle. This will be a directional opening with a separate left turn lane having a minimum length of315 feet. This turn lane will also serve U-turns for the Stone Gables Subdivision. Additionally for Stone Gables, provisions will be made to allow the construction of cross access from the SR 434 Retail Center site. A capacity analysis conducted utilizing P.M. peak hour traffic volumes. indicates that the SR 434/Retail Center. Entrance at the directional median opening intersection will operate at a. satisfactory Level of Service. 10 07/31/02 WED 09:05 FAX 407 423 4495 LDDKR III 002 ----- - -- .. ~ - -- ATTACHMENT B LOWNDES DROSDICK DOSTER KANTOR & REED, P.A. 215 NORTH EOLA DRIVE ORLANDO, FLORIDA 31801 450 SOUTH ORANGE AVENUE, SUITE 800 ORLANDO, FLORIDA 31801 POST OFFICE BOX 2809, ORl..ANDo, FLORIDA 32802.2809 TEL.: 401-8434600 I FAX: 407-843-4444 www.lowndes-law.com Attorneys at Law RAL H. KANTOR NortIl EoIa DrIve omce DIrect DIAl: (401) 4J~JU f.-maU: baLbatur@lowddts-law.com July 30, 2002 VIA CERTU(IED MAlL AND REGULAR MAIL Mr. Thomas Kearney, President Stone Gable Homeowner's Association 159 Stone Gable Circle Winter Springs, FL 32708 Re: McGaba, LLC I SR - 434 Commercial Development Dear Mr. Kearney; Pursuant to our discussion after the May 1, 2002 City of Winter Springs Planning and Zoning Board Meeting, 1 am writing in order to invite you and other representatives from the Stone Gable Homeowner's Association to attend a meeting to discuss the revised site plan for the above-referenced development project. We are available to meet on Monday, August 5, 2002 at 6:30 P.M. We propose to meet at our law firm since we have large conference rooms available on the referenced date. TIle firm is located downtown Orlando at 215 N. Eola Drive (on the east side of Lake Eola). Please contact our office and indicate whether or not this date would be feasible for .you and other representatives of the Ston.e Gable Homeowner's Association to attend a meeting. A foundiJIg mcmba- ofQ,mmercialLaw Affiliu1es, u worldwide network of indqlQ1dClU IIW rums. 07/31/02 WED 09:05 FAX 407 423 4495 LDDKR Mr. Tom Kearney July 30, 2002 :?age 2 III 003 Please feel free to contact me if you should have any questions regardin e foregoing matters. I HHK ;~. Mr. Roben Johnston. Vice President Stone Gable Homeowner's Association (via certified mail and regular mail) Mr. Jeff Berger (via telecopy) '>99998\1 090 1\573867\1 07/31/02 WED 09:06 FAX 407 423 4495 Mr. Tom Kearney July 30, 2002 Page 3 bee: Mr. John Baker LDDKR ~004 06/28/02 FRI 12;06 FAX 1 407 423 4495 LOWNDES DROSDICK ~002 \ . LOWNDES DROSDICK DOSTER KANTOR & REED, P .A. ltS NORTH EOLA DRtvE ORLANDO, FLORIDA 32801 450 SOUTH ORANGE AVENUE, SUITE 800 ORLANDO. FLORIDA 32801 POST OFFICE BOX 2809, OlU.ANOO, FLORIDA 32802-2809 TEL.: 407-843-4600 I FAX: 407.843-4444 www.lowndes-law.com Attorneys at Law GREGOR\' D. LEE NOI1111:oI1 DrIve OfrIC1! Dll'ftt Dilll: (.07) 41U417 E-taail: gregory Jee@lowad~.w .COD! June 28, 2002 VIA TELECOPY Mr. Charles Carrington Winter Springs City HaIl 1126E. SR 434 Winter Springs, FL 3708 Re: McGaha, LLC - SR 434 Commercial. Development I Stone Gable (Florida Department of TransportatioD ("FDOT'') Issu~s) Dear Mr. Carrington: As you are aware, we represent McGaha regarding the above-referenced commercial development project located on the western border of the Stone Gable subdivision on SR 434 in Winter Springs, Florida. For your information, we have recently been discussing issues associated with access to the' M~Gaba property with FOOT. Through the cours.e of these discussions, the FDOT has requested that we attend. a .meeting at the FOOT office in Deland, Florida, with a representative from the Stone Gable Homeowner's Association. The meeting is scheduled for July 3, 2002 and we have provided nptification for such meeting to the. Stone Gable Homeowner's Association thrOUgh the attached correspondence. Thank you "and please feel free to contact me if you should have any questions regardirig the foregoing matters. . GDUtma Gregory 0 I:ee ~: Jeff Berger (via telecopy) Hal H. Kantor, Esq. A foundins rncmbor ofCollllnUCial t..w Affiliates. Q worldwide a<<work of indepcadcnt law fllln3. 06/28/02 FRI 12:07 FAX 1 407 423 4495 LOWNDES DROSDICK I1J 003 , , - e LOWNDES DROSDICK DOSTER KANTOR & REED, P.A. 215 NORTH EOLA DRIVE ORLANDO, FLORIDA 32801 450 SOUTIl ORANGE AVENUE; SUITE 800 ORLANDO,FLORmA 32801 POST OFFICE BOX 2809, ORLANDO, flORIDA 32802~2809 TEL.: 407443-4600 I FAX: 401-843-4444 www.1owndes-law.com Attorneys at Law GREGORY D. LEE Nortta EoIa Drt" OtIict Dirut DIll: (407) 41U417 ~-ftI'U: crqory.ltt@lown.m.a.,..oCom June 26, 2002 VIA CERTIFlED MAIL AND REGULAR MAIL Mr. Thomas Kearney, President Stone Gable Homeowner's Association 159 Stone Gable Circle Winter Springs, FL 32708 Re: MMiaba, LLC sa - 434 Commercial Development I Florida Department of Transportation ("FDOT") Dear Mr. Kearney: J am writing you pursuant to the maners discussed in our letter dated June 21, 2002 regarding the above-referenced commercial development project located OD the western border of the Stone Gable subdivision. In our previous correspondence, we presented two dates that were available to meet with FDOT, however, it has recently been brought to our attention that we are currently on the calendar for July 3, 2002 in 2:00 PM with Fred Ferrell, FDOT DistriCt Traffic Operations Engineer. The meeting is to take place at the FOOT building in Deland, Flonda, which is located at 719 South Woodland.Blvd. and we hope a representative from the Stone Gable subdivision will be able to attend. 564922 A founding member of Commm:1II Llw AftlUacs. I,worldwide lICtWOftI; of indeptndem law fUlm. 06/28/02 FRI 12:07 FAX 1 407 423 4495 LOWNDES DROSDICK III 004 -- e Mr. Tom Kearney June 26, 2002 Page 2 Thank you and please feel free to contact either Hal Kantor or me if you should. have any questions regarding the foregoing matters. . , GDUtma c: Mr. Robert Johnston, Vice President Stone Gable Homeowner's Association (via certified mail and regular mail) Mr. Mohammed Abdallah (via teJecopy) Mr. Stan Mann Florida Department of Transportation (via telecopy) Mr. Fred Ferrell Florida Department of Transportation (via telecopy) Mr. Jeff Berger (via telecopy) Mr. Hal Kantor, Esq; 06/28/02 FRI 12:07 FAX 1 407 423 4495 LOWNDES DROSDICK ~005 U.S.'Postal S~rvico. '.' .' . . ? .' CERTIFIED MA'L RECEtPT .' '. (Domestic lI~ilil. Onl}'; fIlo InSUfSnCf/ Coverage ProvIded} - - r .....--,---;-1. i::L..;~.{ P091tIlJC; \ $ . 0 s. ,.0, r .. -- .-.- .. . 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LOWNDES DROSDICK DOSTER KANTOR & REED, P.A. 115 NORTH EOLA DRIVE ORLANDO, FLORIDA 32801 450 SOUTH ORANGE AVENUE, SUITE 800 ORLANDO, FLORWA 3260J POST OffiCE BOX 2809, ORLANDO, FLORIDA 32802-2809 TEL.: 407-843-4600 I FAX: 407.8434444 www.lowndes-law.com Attorneys at Law GREGOIn' D. LEE NordI E~. Driwt Ofrru Direct DIa': (40'7) 41U417 E-m.U: gregory.lee@IOW1IdeH...com June 21, 2002 Mr. Thomas Kearney, President Stone Gable Homeowner's Association 159 Stone Gable Circle Winter Springs, FL 32708 Re: McGaba, LLC SR - 434 Commercial Development I Florida Department of Transportation ("FOOT") Dear Mr. Kearney: Weare providing this letter to you regarding the above-referenced commercial development project located on .the western border of the Stone Gable subdivision. We have recently initiated. discussion involving issues associated with access to the commercial development property with the FOOT. Accordingly, the FOOT b~ reqUested a meeting at the FOOT building in DelandjFlorida, with a representative from the Stone Gable HomeoWD~'s Association to discuss issues associated with said access. The FOOT has indicated that they have time available early in the afternoon on July 3, 2002, and any time during the business day ()n July 12,2002. Please contact our office and indicate whether or not either of these dates would befeasl'ble for a representative from the Stone Gable HomeoWner.s Association to attend such a meeting. A (OIU\ding mcmbcl ofCormJICfCiIJ Law AflilialCS,. worldwide ndWOrk vf independer<<1aw fums. ~64922 06/28/02 FR! 12:08 FAX 1 407 423 4495 LOWNDES DROSDICK III 007 . \ e - ~ ' Mr. Tom Kearney June 21, 2002 Page 2 Thank you and please feel free to contact either me or Hal Kantor if you snould have any questions regarding the foregoing matters. GDUtma c: Mr. Robert Johnston, Vice President Stone Gable Homeowner' $ Association Mohammed Abdallah (via telecopy) Stan Mann Florida Department of Transportation (via telecopy) Jeff Berger (via telecopy) Hal Kantor, Esq. T~;~:'8. .:':.':: :.'.;:~f;:;;:.o:"::Jji;ijii:';',:':/N,-.;.. ATTACHMENT C CITY OF WINTER SPRINGS 1126 E~ST STATE ROAD 434 WINTER SPRINGS,' FLORIDA 32708-2799 APPLICATION FOR Chapter 9 - Article VI Site Plan Review SUBMIT TEN COPIES OF THE SITE PLAN AND OTHER APPROPRIATE MATERIALS WHICH ADDRESSES THE FACTORS DESCRIBED ON THE REVERSE SIDE. APPLICANT IlblJ~ (If t e applicant is not application must attach. owner) (Jlt:o f?t2;(. WE. ADDRESS the owner a 1 etter. of of the subject a'uthori za tion property, signed by the the. '. W;- 3m J ;;J~~ 3;)-7/)9 "kr7 ~ S #rn TELEPHONE ( .. LEGAL DESCRIPTION OF sti~J~Ci.PRO~ERTY(a~tach if'~ec~s~arY) r'-'.'.l:.,;. ",','-,."_:".!!:.' .......:..f. -.:r.:... 3. Upon 'receipt of the' appl ication materials, each 'member"of. the. Site Plan' Review Board will review the proposed project and provide' their comments in a timel y manner to the Director'. .of Gen.eral . Services. . , . .",...~':.:~);,iV~;?:::.;~''''.:,~,.~. 4. The project shall be reviewedforcompli.ance with the:crit.ed'a::' ..... stated in Section 9-347 of the City Code as shown belCl!'l: '.~.:. . a) Conformity with all City Ordinances":: ., b) Conformiti with. the Comprehensive Plan' c) Compa tibil ity with 1 oca 11 y recogni zed. 'val ues' of communi ty appearance and. design . , Conformity with guidelines established by. th~ City Conunissionconcerning: .1. : vehicular traffic' acceSSj. ingress, eg're'ss, internal 'circulation' 'and parking 2. emergency .vehicle access 3. pede~trian movement .:' " e). Assurances of satisfactory utility service':foi:' the health and welfare of the conununity . Assure compatibility with other improvements. and the need for adequate light, air~ access, ;~:~~~;::::~ics o~W: aiana wlU"l'~~ i :~ese~~~~' , ,,';:;~(" AssJlre'the project:site will be appropHa~e.lY:: :-.;'>' :'::,,'~:{f,:'\;.:~i;~.. ..; ::;~r,:' lands caped ' and maintained' . e , . . .': " ,,:,'~':7"i;,..(v!.,~:,. "(":' ";' "::-,: . ;;;1' ',:" i). Assur~ :,:.a~equaJe .setbacks are. pro~..~ded. :._a~.'.~.:..',.:'.\i/.,'..:~'~J~i7..~:, -~)~k~~F~,.~.:.';~./i...;.~,:.i'.:.'!:'.'.~.:.",::''',~, --t.>...:....i.:..~.. .. maintainea..:". .' ,. '. " '.~_ _ '..~' .." . . ...j). . Assure.that :the.'.aesthetic and .a:rchitectural::.41;~..... '~"'!". .:,... '"' . ';'. , '.. , .... ',. . '.. .,. .,. . '.;ri,):;":'-',~~~~PTER' 9:' .':., ". .::.: ~.. ; ARTICLE IV::'" SITE'PLAN .REVIEW ".,.. I:' '. AI;'PLICATION INSTRUCTIONS 1.. P~ospective app.licants .are strongly encoura'ged' to. contact the Communi ty Development Coordinator for a pre-applicatIon conference at their earliest pos!3ible opportunity. . '. '. ........... '.' '.: ~. '.'. ',' ~. ,," l' .... ',. d) f) . :~..\1.~1. g) h) ../ ~. : "' .:.... .:.l ~ .q:~'J" ..' '.; ~~ ~ ". ,",,-.., " '\ .,t"..' ":.' ., ;'" .:....<:::,;.;..,. .... . . \&\;!,~~':'.:':' '-- ,"lIII11: : . ~"- ,~..;t, 9.'--= ,__" __ . " t; , ./~ X{,p;'. ~ .'..yh:.... ~ti/'i: ~.~ "~ ; ~': ATTACHMENT D Site and Landscape Plans (please see attached) ATTACHMENT E P & Z Minutes CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY SPECIAL MEETING NOVEMBER 20, 2002 I. CALL TO ORDER The Planning And Zoning Board/Local Planning Agency Special Meeting was called to order Wednesday, November 20, 2002, at 7:00 p.m. by Chairman Bill Fernandez in the Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708). Roll Call: Chairman Bill Fernandez, present Vice Chairman Tom Brown, present Board Member Rosanne Karr, present Board Member Joanne Krebs, absent Board Member Sally McGinnis, absent The Pledge of Allegiance was recited. II. REGULAR REGULAR A. State Road 434 Retail Center Preliminary & Final Site Plan. Ms. Tracy Crowe, Principal Planner, Land Design Innovations, 140 North Orlando Avenue, Winter Park, Florida: presented a report and recommendations on behalf of City Staff, and distributed a letter from some Stone Gable residents which requests that an eight foot (8') wall be constructed behind the four (4) residences abutting the State Road 434 Retail Center. Mr. Hal Kantor, Attorney, Lowndes Drosdick Doster Kantor & Reed, 215 North Eola Drive, Orlando, Florida: presented his presentation to the Board and spoke on behalf of the Developer. Chairman Fernandez opened the "Public Input" portion of the Meeting to the public. Mr. Tom Kearney, 159 Stone Gable Circle, Winter Springs, Florida: President of the Stone Gable Homeowner's Association, stated "Weare not opposed to their center lane cut, we are just opposed to them taking ours away". Mr. Kearney also stated concerns with the thirty-foot (30') buffer, the potential future expansion of the facility, and the desire for no second story. ..- "I r-, t: -- -- rr=: ,... . ,... . ~ ~. ~ CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY SPECIAL MEETING - NOVEMBER 20, 2002 PAGE 2 OF 5 Tape If Side B Discussion developed. Chairman Fernandez stated, "This property lies within the New Development Overlay District, is that correct?" Ms. Crowe stated, "Yes." Chairman Fernandez then said, "That is the City Ordinance. In your 'Findings', when it says - number 7), 'Preliminary Site Plan is consistent with the City Comprehensive Plan and City Code of Ordinances', does that refer to the New Development District Overlay, 434 New Development District Overlay?" Ms. Crowe stated, "Yes, sir." Chairman Fernandez inquired about "Number 8), when it says 'The Final Engineering and Site Plan is consistent with the City Comprehensive Plan and Code of Ordinances subject to the following conditions', does that also reference the New District Overlay Zoning?" Ms. Crowe answered, "Yes sir." Mr. Robert Johnston, 104 Stone Gable Circle, Winter Springs, Florida: discussed the three (3) entranceway options for the Retail Center; requested a "Brick wall instead of a Masonry wall" be constructed behind the affected properties; and that the wall be constructed "On the other side of the trees". Brief discussion developed regarding the wall that will separate Stone Gable from the Retail Center. Mr. Robert Keith, 106 Stone Gable Circle, Winter Springs, Florida: advised the Board that the Stone Gable residents "Have had a difference of opinion on the wall and the trees" and stated in regards to the wall height, "I think we can live with six feet (6') - we do not want a Variance on the issue ofthe walL" Ms. Katherine Snodgrass, 112 Stone Gable Circle, Winter Springs, Florida: addressed the Board and explained that her residence was built on Lot 7 and stated, "I want a wall, I do not want a Variance issued" because of the lack of trees behind her residence. Ms. Maria Vargas, 110 Stone Gable Circle, Winter Springs, Florida: did not verbally address the Board, but Chairman Fernandez stated that Ms. Vargas was in favor of a buffer wall. Mr. Anthony Edwards, 100 Stone Gable Circle, Winter Springs, Florida: stated, "My family - we would like to have a natural tree buffer and then a wall after that." When asked for his preference on the Stone Gable entrance median cut, Mr. Edwards replied, "I would like to - keep our median cut." Ms. Kasey Edwards, 100 Stone Gable Circle, Winter Springs, Florida: addressed the "Drop-off' in her backyard and questioned how a wall would provide privacy when it would sit so low. Mr. Kantor replied, "We have to fill part of the land." ,-, r......' ~ -- ~ ~ t"" II ~'Ofi ~ ~, IJ>..-, ~':"~"'" CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY SPECIAL MEETING - NOVEMBER 20, 2002 PAGE 3 OF 5 Mr. John Martin, 407 Flatwood Drive, Winter Springs, Florida: did not address the Board. Chairman Fernandez closed the "Public Input" portion of the Meeting to the public. Tape 2/Side A Mr. Kantor advised the Board that "I would ask [for] the approval of the project consistent with the plans, consistent with the Staffs Recommendation, and consistent with the DOT [Department of Transportation] approval." Chairman Fernandez asked Mr. Kantor in regards to 8) a) of the Staff "Findings", "Do you agree to that on behalf of the Developer?" Mr. Kantor stated, "If that is the standard City condition, we agree to it." Under 8) b) regarding drainage easement, Chairman Fernandez inquired, "Developer have any problems?" Mr. Kantor stated, "No, we are aware of that. There is unapproved drainage that crosses his property." Chairman Fernandez asked, "And you are going to go along with an easement?" Mr. Kantor answered, "Yes." Chairman Fernandez then asked, "Cross access on the west, cross access on the east, the Developer is willing to go along with that?" Mr. Kantor said, "Yes sir, and it is not shown on this drawing but we do show on the plan, a place that provides cross access on the east. I do not know if we show it on the west." In regards to dumpster pad enclosures and referencing Ordinance 2002-13, Chairman Fernandez asked, "You are going to comply with that, and the plan shows at least fifty foot (50') clearance?" Mr. Kantor said, "Yes, sir." "Signage consistent with - Section 20-470. and [Chapter] 16 ofthe City Code - the Developer has no problem?" Mr. Kantor responded, "That is correct." In regards to "Off-site light spillage not exceeding .5 - candle power", Mr. Kantor stated, "We agree with that." Chairman Fernandez read 8) h) of the "Findings" and asked Mr. Kantor, "Does the Developer have any problems with that?" Mr. Kantor answered, "No sir." Regarding 8) i), addressing a six-foot (6') masonry wall that will be constructed across the southern portion ofthe site, Mr. Kantor advised the Board, "We agree to that." MOTION BY VICE CHAIRMAN BROWN. "I WOULD LIKE TO MAKE A RECOMMENDATION, THE STAFF'S RECOMMENDATIONS INCLUDE THE FINDINGS WHICH MR. FERNANDEZ DISCUSSED. I MAKE A MOTION THAT WE RECOMMEND TO WE TAKE THE STAFF'S RECOMMENDATION THAT PLANNING AND ZONING BOARD RECOMMEND APPROVAL OF THE S.R. [STATE ROAD] 434 RETAIL CENTER PRELIMINARY AND FINAL ENGINEERING SITE PLANS, TO THE CITY COMMISSION SUBJECT TO THE CONDITIONS: 8) a) THROUGH i) ,....., ~--, i: "'--J rr=: ,... I ,.... . -c : ; . .. CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY SPECIAL MEETING - NOVEMBER 20, 2002 PAGE 4 OF 5 SET FORTH IN THE FINDINGS SECTION ABOVE; AND THAT THE EXISITING DIRECTIONAL MEDIAN OPENING TO STONE GABLE REMAIN, AND A NEW DIRECTIONAL MEDIAN OPENING BE CONSTRUCTED AT THE WESTERN PROJECT'S ACCESS POINT." SECONDED BY BOARD MEMBER KARR. DISCUSSION. Mr. John Newbauer, 102 Stone Gable Circle, Winter Springs, Florida: spoke briefly from the audience on this matter. VOTE: VICE CHAIRMAN BROWN: AYE CHAIRMAN FERNANDEZ: AYE BOARD MEMBER KARR: AYE MOTION CARRIED. Chairman Fernandez informed those in attendance that the Final Site Plan would be presented to the City Commission on Monday, December 9,2002 for Final Approval. III. FUTURE AGENDA ITEMS This Agenda Item was not discussed. IV. REPORTS No Reports were given. V. ADJOURNMENT MOTION BY VICE CHAIRMAN BROWN. "I MAKE A MOTION THAT WE ADJOURN." SECONDED BY BOARD MEMBER KARR. DISCUSSION. WITH CONSENSUS OF THE BOARD, THE MOTION WAS APPROVED. MOTION CARRIED. Chairman Fernandez adjourned the Meeting at 8:49 p.m. ~ r-, ;:-- ... ~ rv-=: ,.... II ,.... 13 ~ ES DEC-04-02 WED 17:48 WM.W.FERNANDEZ.ATTORNEY 407 699 6877 '"-,, 12/e4/2862 18:39 1873214755 WINtER SPRNGS BLDDPT em OF WIN"mRSPRINOS MOO.1TES M..ANl'(ING .4.NJ) ZONING)IK)~ 1LAN!'4lNG A~NCY spaCIAL MEETlNO - NOVEM8S~ 20, 1002 fAO~ ~OP5 RESPECTFT./Ll.Y SUBM11TED: HOLLY N. PIBRSTORFF ASSISTANT TO THB CITY CLERK '-..... ).)''1-0).., ~- 9~~ ~d Camm{~\fIallUlns ~d Zonill8 BOttd . ~ P\Jum{qg A~I~S\lI200Z SPECtAl..doc NOTE~ These Minuta ~ ~ at tile. . 200~ P\Ql\1\bIg And Zoning ~e1 }'l~inll )..gtN:y Meet/nil- PAGE 05 ~ &! ~ P.01 '-" .....,. J 121602 Commission Meeting Villagio Discussion Paper Page I of4 DISCUSSION PAPER SR 434 Retail Final Engineering/Site Plan Introduction: The SR 434 Retail Center preliminary site plan was formally submitted to the City on January 11, 2002, after a series of pre-application conferences with City staff during the second half of 2001. The site has undertaken several modifications, in terms of access, buffering, building location, and building area. The developer has been extremely cooperative with staff throughout this process, attempting to balance the City's code requirements with both the concerns of residents from Stone Gable and the need to build a marketable product. The following narrative summarizes the history of the project, outlines the major issues, and suggests some desirable features. Historv: The applicant met with staff during several pre-application conferences before submitting a preliminary site plan. One of the first was held on August 7, 2001. The early meetings were attended by McIntosh Associates, although the applicant changed engineers, choosing Consul- Tech Development Services for their design team. Concept plans were provided to staff for review and comment during the autumn of 200 1. On January 11, 2002, the applicant submitted the preliminary engineering/site plan to the City. This plan consisted of 41,939 square feet of retail and 6,000 square feet of restaurant space with 228 parking spaces and 63.60 percent impervious area. The buildings were all single story in the initial submittal. Access was proposed through one right-in-right-out onto SR 434 at the west property boundary although the primary access in and out was through a driveway to Stone Gable Circle. During the Development Review Committee (DRC) review of the site plan, the issue of the storm-water retention pond location was raised by staff - due to the possibility of maintaining a buffer of existing trees if the pond could be moved away from the boundary with Stone Gable. The Storm-Water Manager/City Engineer stated that the 1.20 acre pond needed to be excavated in the proposed location, to provide adequate percolation and to minimize the effect on the wetlands located at the southwest porti~n of the site. Excavating a pond in wetlands does not usually yield as effective percolation and the St. Johns River Water Management District (SJRWMD) discourages unnecessary wetland destruction. If the SJRWMD were to allow additional wetland destruction to relocate the pond, it would probably require mitigation (or additional mitigation). A note on the plans states that a 6 foot tall block wall would be provided along the eastern site boundary, adjacent the Stone Gable residential lots and pond area. The April 8, 2002, re-submittal included 9,000 square feet of second story office, raising the total building area from 47,939 square feet to 56,939 square feet. A cross access/utility 121602 Commission Meeting Villagio Discussion Paper Page 20f4 easement was depicted on the plans, over the City's storm-water pipe which connects the Stone Gable retention pond to Gee Creek (the pipe appears to have been installed as part of the Stone Gable construction, without benefit of an easement from the owner of this site). The April 24, 2002, re-submittal provided a photometric lighting plan, the wall along the residential portion Stone Gable and across the developing portion of the rear property boundary. The landscape plan proposed a number of plantings around the rear of the site to buffer the site from the adjacent residential areas. This plan was taken to the May I, 2002, Planning and Zoning Board meeting. At that meeting, counsel for the applicant requested the project be deferred to allow the applicant to negotiate with the Stone Gable residents. The July 24, 2002, re-submittal removed the access from Stone Gable Circle and provided 2 curb-cuts onto SR 434. The directional median cut was shifted back in front of the middle of the applicant's property from in its current physical location, aligning with Stone Gable Circle. The August I, 2002, re-submittal had minor site "footprint" modifications. For example, the trash compactor near the residences was removed. Staff set up and attended one meeting between the applicant and the Stone Gable residents at the Senior Center on August 20, 2002. At that meeting, the residents and the applicant agreed to meet to investigate and negotiate changes acceptable to both sides. Staff did not attend those subsequent meetings. The October 2, 2002, re-submittal provided less total building area (total building area reduced to 50,439 square feet from 56,939 square feet - a 6,500 square foot reduction), a smaller building near the residences, a 2,500 square foot building pad at the north-east corner of the site, and a 31 foot wide buffer (55 from the property line adjacent to the Stone Gable residences to the nearest building wall- as negotiated between the applicant and the residences. The wall had been removed along the Stone Gable boundary, as negotiated with the residential negotiation team (not all the abutting residents agree with what was negotiated on the wall), although an alternate sheet did still depict a wall along most of the eastern side of the site. Staff notified the applicant that the Code still requires the wall and that not all of the residents were willing to give up the wall. The November 11, 2002, re-submittal provided the wall along most of the boundary with Stone Gable. This plan was reviewed by the Planning and Zoning Board on November 20, 2002, which recommended approval, subject to the conditions set forth in the agenda item. Subsequent to the Planning and Zoning Board meeting, staff discussed the outstanding issues and addressed items that went above and beyond the Code to make the site as desirable as possible to all parties. On December 5, 2002, counsel for the applicant met with the City Manager to discuss the issues and alternatives. 121602 Commission Meeting Villagio Discussion Paper Page 3 of4 Issues: 1. Heieht of Lieht Poles - The site plan depicts a 2.5 foot tall base with 40 foot taIllight poles. Of all the issues, this issue has the potential for doing the most damage to surrounding residences. The construction of forty foot lighting poles will forever change the residential climate of the area. It is essential that the pole height be reduced to not more than preferably 20 feet to prevent the development from having a major negative visual impact on the residential property around the project. As a reference, the poles in the Town Center that we required to be shortened were originally 35 feet high. Subsequent to discussions with the developer, the developer stated they would shorten poles to 25 feet. Lake Mary and Seminole County limit the height of poles to 25 feet. The City Code prohibits off-site light spillage, but does not address pole height. Recommendation: Preferably, shorten pole height to 20 feet and in no case more than 25 feet in height. 2. Buffer v. Wall - The residents of Stone Gable Lots 1 - 3 want a natural 30 foot wide buffer with as many of the existing trees as can be saved and are willing to eliminate the wall in order to save the trees. The residents of Lots 4 - 7 want a wall, with as many trees left as can realistically be achieved - the rest to be provided through plantings. The Code requires a 6 foot tall masonry wall adjacent to any residentially zoned property. Staff had required (please see conditions of approval - findings No. 10 (i) in the agenda item) the wall along the residential portion of Stone Gable and across the portion of the southern boundary that will be developed, stopping at the eastern edge of the wetland buffer. A literal interpretation of the Wall Ordinance requires the wall to extend across the creek and through the wetland to the southwest property boundary. A 100 foot wide power easement abuts the southern property line. The applicant has provided a 31 foot wide buffer between the building and parking portion of the site and the adjacent residences at Stone Gable. This was a negotiated item that goes beyond Code. Recommendation: A 6-foot wall be provided at the western side of the buffer the length of the first four lots, and eastern side of the buffer for the balance of the boundary between Stone Gable and Villagio, and along the southern boundary to the upland buffer line of the wetland, and that the applicant work with the City Arborist to determine which, if any, existing trees could realistically be saved within the buffer. 3. Auxiliary Turn Lanes - Except as provided for the west-bound directional median cut across SR 434, no auxiliary lanes for acceleration onto SR 434 or deceleration from SR 434 were determined to be required by the City Code by the applicant's traffic engineer, the City's traffic engineer, or the FDOT. Recommendation: Staff feels that these features would enhance the public safety. Therefore, Staff believes that deceleration lanes should be considered for the entrance to the project and Stone Gable. 121602 Commission Meeting Villagio Discussion Paper Page 4 of 4 4. Specimen Trees Applicable Code - The City's tree ordinance was adopted at about the same time that the applicant submitted final the engineering/site plans to the City. The applicant had frequently inquired as to whether or not he met the City's arbor and landscape requirements and was told that he did. The applicant and the former Code Enforcement Manager assumed that the project was governed by the former arbor code, not Ordinance No. 2002-08. The new arbor regulations require specific City Commission authorization for any specimen tree (20 inches or more in diameter) to be removed and compensation for the loss of specimen trees. The applicant proceeded in good faith, based upon what he was told with regard to the arbor regulations. The City Attorney believes the development is vested under the old ordinance. Under the old tree code the developer is required to pay approximately 85,000 in tree replacement fees to the tree bank. The large specimen trees are not protected under the old ordinance. The City Manager and City Arborist believe that the City should be prepared to negotiate extensive tree credits in return for saving some of the more important specimen trees based upon the belief that preserving the specimen trees is more important than piling up dollars in the tree bank. Recommendation: A substantial credit for the specimen trees should be considered. 5. Cross-Access/Draina2:e Easement - As part of the Stone Gable construction, a drainage pipe was installed across the applicant's land and later dedicated to the City. The City requires and the applicant is willing to grant the easement to the City. Staff has requested and the applicant has agreed to provide cross access easements at the northwest and northeast areas of the property. Recommendation: Staff recommends the applicant to grant the easements to the City. 6. Median Openin2: - The residents desired to maintain the median opening at the entranceway to Stone Gable. The developer desired the median opening at approximately the center of the property requiring the closure of the Stone Gable median cut. In revised plans submitted on December 5, 2002 the developer has agreed to move his median cut from the center of his property to the western end of the property. This allows the Stone Gable median cut to remain in operation but required some realignment of the site plan including a reduction of the 30 foot buffer on the Stone Gable side of the property from 30 feet to 25 feet. Staff does not have a problem with this. However, the residents may insist upon keeping the Stone Gable median cut operational and maintaining the 30 foot buffer. Recommendation: The Commission should seriously consider reduction of the buffer between Villagio and Stone Gable from 30 feet to 25 feet in order to accommodate retention of the median cut at Stone Gable. CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 Ronald W. McLemore City Manager MEMORANDUM To: Andrea Lorenzo-Luaces, City Clerk Ronald W. McLemore, CityManager@J\ December 13, 2002 From: Date: Subj: Villagio Discussion Paper Amendment Attached please be find of the following change to the Discussion Paper on Villagio. Page 3 - Issues: Number 1. The following sentence has been added. Seminole County limits pole height to 20 feet adjacent to residential areas and requires a 50-foot set back from residential zones. Please distribute the attached copies to the Mayor and Commission, and your file. /jp Attachment U:\Docs\Word\Villagio Development\121602 Regular Agenda A Villagio Attachment.doc 121602 Commission Meeting Villagio Discussion Paper Page 1 of4 DISCUSSION PAPER SR 434 Retail Final Engineering/Site Plan Introduction: The SR 434 Retail Center preliminary site plan was formally submitted to the City on January 11, 2002, after a series of pre-application conferences with City staff during the second half of 2001. The site has undertaken several modifications, in terms of access, buffering, building location, and building area. The developer has been extremely cooperative with staff throughout this process, attempting to balance the City's code requirements with both the concerns of residents from Stone Gable and the need to build a marketable product. The following narrative summarizes the history of the project, outlines the major issues, and suggests some desirable features. . Historv: The applicant met with staff during several pre-application conferences before submitting a preliminary site plan. One of the first was held on August 7, 2001. The early meetings were attended by McIntosh Associates, although the applicant changed engineers, choosing Consul- Tech Development Services for their design team. Concept plans were provided to staff for review and comment during the autumn of 200 1. On January 11, 2002, the applicant submitted the preliminary engineering/site plan to the City. This plan consisted of 41,939 square feet of retail and 6,000 square feet of restaurant space with 228 parking spaces and 63.60 percent impervious area. The buildings were all single story in the initial submittal. Access was proposed through one right-in-right-out onto SR 434 at the west property boundary although the primary access in and out was through a driveway to Stone Gable Circle. During the Development Review Committee (DRC) review of the site plan, the issue of the storm-water retention pond location was raised by staff - due to the possibility of maintaining a buffer of existing trees if the pond could be moved away from the boundary with Stone Gable. The Storm-Water Manager/City Engineer stated that the 1.20 acre pond needed to be excavated in the proposed location, to provide adequate percolation and to minimize the effect on the wetlands located at the southwest portion of the site. Excavating a pond in wetlands does not usually yield as effective percolation and the St. Johns River Water Management District (SJRWMD) discourages unnecessary wetland destruction. If the SJRWMD were to allow additional wetland destruction to relocate the pond, it would probably require mitigation (or additional mitigation). A note on the plans states that a 6 foot tall block wall would be provided along the eastern site boundary, adjacent the Stone Gable residential lots and pond area. The April 8, 2002, re-submittal included 9,000 square feet of second story office, raising the total building area from 47,939 square feet to 56,939 square feet. A cross access/utility 121602 Commission Meeting Villagio Discussion Paper Page 2 of4 easement was depicted on the plans, over the City's storm-water pipe which connects the Stone Gable retention pond to Gee Creek (the pipe appears to have been installed as part of the Stone Gable construction, without benefit of an easement from the owner of this site). The April 24, 2002, re-submittal provided a photometric lighting plan, the wall along the residential portion Stone Gable and across the developing portion of the rear property boundary. The landscape plan proposed a number of plantings around the rear of the site to buffer the site from the adjacent residential areas. This plan was taken to the May 1,2002, Planning and Zoning Board meeting. At that meeting, counsel for the applicant requested the project be deferred to allow the applicant to negotiate with the Stone Gable residents. The July 24, 2002, re-submittal removed the access from Stone Gable Circle and provided 2 curb-cuts onto SR 434. The directional median cut was shifted back in front of the middle of the applicant's property from in its current physical location, aligning with Stone Gable Circle. The August 1, 2002, re-submittal had minor site "footprint" modifications. For example, the trash compactor near the residences was removed. Staff set up and attended one meeting between the applicant and the Stone Gable residents at the Senior Center on August 20, 2002. At that meeting, the residents and the applicant agreed to meet to investigate and negotiate changes acceptable to both sides. Staff did not attend those subsequent meetings. The October 2, 2002, re-submittal provided less total building area (total building area reduced to 50,439 square feet from 56,939 square feet - a 6,500 square foot reduction), a smaller building near the residences, a 2,500 square foot building pad at the north-east corner of the site, and a 31 foot wide buffer (55 from the property line adjacent to the Stone Gable residences to the nearest building wall - as negotiated between the applicant and the residences. The wall had been removed along the Stone Gable boundary, as negotiated with the residential negotiation team (not all the abutting residents agree with what was negotiated on the wall), although an alternate sheet did still depict a wall along most of the eastern side of the site. Staff notified the applicant that the Code still requires the wall and that not all of the residents were willing to give up the wall. The November 11, 2002, re-submittal provided the wall along most of the boundary with Stone Gable. This plan was reviewed by the Planning and Zoning Board on November 20, 2002, which recommended approval, subject to the conditions set forth in the agenda item. Subsequent to the Planning and Zoning Board meeting, staff discussed the outstanding issues and addressed items that went above and beyond the Code to make the site as desirable as possible to all parties. On December 5, 2002, counsel for the applicant met with the City Manager to discuss the issues and alternatives. 121602 Commission Meeting Villagio Discussion Paper Page 3 of4 Issues: 1. Hei2ht of Li2ht Poles - The site plan depicts a 2.5 foot tall base with 40 foot taillight poles. Of all the issues, this issue has the potential for doing the most damage to surrounding residences. The construction of forty foot lighting poles will forever change the residential climate of the area. It is essential that the pole height be reduced to not more than preferably 20 feet to prevent the development from having a major negative visual impact on the residential property around the project. As a reference, the poles in the Town Center that we required to be shortened were originally 35 feet high. Subsequent to discussions with the developer, the developer stated they would shorten poles to 25 feet. Seminole County limits pole height to 20 feet adjacent to residential areas and requires a 50-foot set back from residential zones. Lake Mary and Seminole County limit the height of poles to 25 feet. The City Code prohibits off-site light spillage, but does not address pole height. Recommendation: Preferably, shorten pole height to 20 feet and in no case more than 25 feet in height. 2. Buffer v. Wall - The residents of Stone Gable Lots 1 - 3 want a natural 30 foot wide buffer with as many of the existing trees as can be saved and are willing to eliminate the wall in order to save the trees. The residents of Lots 4 - 7 want a wall, with as many trees left as can realistically be achieved - the rest to be provided through plantings. The Code requires a 6 foot tall masonry wall adjacent to any residentially zoned property. Staff had required (please see conditions of approval - findings No. 10 (i) in the agenda item) the wall along the residential portion of Stone Gable and across the portion of the southern boundary that will be developed, stopping at the eastern edge ofthe wetland buffer. A literal interpretation of the Wall Ordinance requires the wall to extend across the creek and through the wetland to the southwest property boundary. A 100 foot wide power easement abuts the southern property line. The applicant has provided a 31 foot wide buffer between the building and parking portion of the site and the adjacent residences at Stone Gable. This was a negotiated item that goes beyond Code. Recommendation: A 6-foot wall be provided at the western side of the buffer the length of the first four lots, and eastern side of the buffer for the balance of the boundary between Stone Gable and Villagio, and along the southern boundary to the upland buffer line of the wetland, and that the applicant work with the City Arborist to determine which, if any, existing trees could realistically be saved within the buffer. 3. Auxiliary Turn Lanes - Except as provided for the west-bound directional median cut across SR 434, no auxiliary lanes for acceleration onto SR 434 or deceleration from SR 434 were determined to be required by the City Code by the applicant's traffic engineer, the City's traffic engineer, or the FDOT. Recommendation: Staff feels that these features would enhance the public safety. Therefore, Staff believes that deceleration lanes should be considered for the entrance to the project and Stone Gable. 121602 Commission Meeting Villagio Discussion Paper Page 4 of 4 4. Specimen Trees Applicable Code - The City's tree ordinance was adopted at about the same time that the applicant submitted final the engineering/site plans to the City. The applicant had frequently inquired as to whether or not he met the City's arbor and landscape requirements and was told that he did. The applicant and the former Code Enforcement Manager assumed that the project was governed by the former arbor code, not Ordinance No. 2002-08. The new arbor regulations require specific City Commission authorization for any specimen tree (20 inches or more in diameter) to be removed and compensation for the loss of specimen trees. The applicant proceeded in good faith, based upon what he was told with regard to the arbor regulations. The City Attorney believes the development is vested under the old ordinance. Under the old tree code the developer is required to pay approximately 85,000 in tree replacement fees to the tree bank. The large specimen trees are not protected under the old ordinance. The City Manager and City Arborist believe that the City should be prepared to negotiate extensive tree credits in return for saving some of the more important specimen trees based upon the belief that preserving the specimen trees is more important than piling up dollars in the tree bank. Recommendation: A substantial credit for the specimen trees should be considered. 5. Cross-Access/Drainal!e Easement - As part of the Stone Gable construction, a drainage pipe was installed across the applicant's land and later dedicated to the City. The City requires and the applicant is willing to grant the easement to the City. Staff has requested and the applicant has agreed to provide cross access easements at the northwest and northeast areas of the property. Recommendation: Staff recommends the applicant to grant the easements to the City. 6. Median Openinl! - The residents desired to maintain the median opening at the entranceway to Stone Gable. The developer desired the median opening at approximately the center of the property requiring the closure of the Stone Gable median cut. In revised plans submitted on December 5,2002 the developer has agreed to move his median cut from the center of his property to the western end of the property. This allows the Stone Gable median cut to remain in operation but required some realignment of the site plan including a reduction of the 30 foot buffer on the Stone Gable side of the property from 30 feet to 25 feet. Staff does not have a problem with this. However, the residents may insist upon keeping the Stone Gable median cut operational and maintaining the 30 foot buffer. Recommendation: The Commission should seriously consider reduction of the buffer between Villagio and Stone Gable from 30 feet to 25 feet in order to accommodate retention of the median cut at Stone Gable. ..( 1 i I i J .. - I- . 5 . l' U TILl TIE S GAS PEOPLE GAS 600 W. ROBINSON STREET ORLANDO, FLORIDA 32801 CONTACT: LA WREE WASHINGTON 407-425-4661 PHONE: (407) 425-4661 TELEPHONE SPRINT UNITED TELEPHONE P.O. BOX 770339 WINTER GARDEN, FLORIDA 34777-0339 CHARLIE BEASLEY, 407-814-5373 I) CABLE TIME WARNER CABLE 3767 ALL AMERICAN BLVD. ORLANDO, FLORIDA 32810 MARK MENDOZA 407-295-5215 . CONSTRUCTION PLANS FOR 1 2 3 4 5 tF..~" ....~.-~- ,t'5A~ ~TO SANFORD 6 7 8 9 10 LI-L2 /1-12 ES-100 INTER SPRINGS, FLORIDA LOCATION 'MAP WATER WINTER SPRINGS UTILITIES 110 NORTH FMMINGO A VENUE WINTER SPRINC~,' FLORIDA 32708 PHONE: (407) 327-2669 SEWER WINTER SPR,NGS UTILITIES f 10 NORTH FLAMINGO~ "A VENUE WINTER SPRl.NGS,t FL-O'R1DA 32708 PHONE: (407) 327~2669 f/; POWER FLORIDA POWER CORPORATION APOPKA ENGINEERING-CNT. FL REGION APOPKA, FLORIDA 32712 PHONE: (407) 645-8573 CONTRACTOR TO CALL SUNSHINE ONE AT 1-800-432-4770 .TO VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CONSULTANTS CIVIL ENGINEERS CONSUL-TECH DEVELOPMENT SERVICES, INC. 2828 EDGEWATER DR., SUITE 200 ORLANDO, FLORIDA 32804 TEL: (407) 649-8334 FAX: (407) 649-8190 GEOTECHNICAL ENGINEERS UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BL YD. ORLANDO, FLORIDA 32811 TEL: (407) 423-0504 FAX: (407) 423-3106 PLANNERS CONSUL-TECH DEVELOPMENT SERVICES, INC. 2828 EDGEWATER DR., SUITE 200 ORLANDO, FLORIDA 32804 TEL: (407) 649-8334 FAX: (407) 649-8190 LAND SURVEYORS ALD II, INC. 5850 LAKEHURST DRIVE, SUITE 150-33 ORLANDO, FLORIDA 32819 TEL: (407) 352-7181 ....... , LAKE JESSUP RECEIVED DEe t f 2002 ,f GlTY 2F WlNt~'~ tPRINga -wt'hltlt P/li.itIHlI1. PLAN INDEX COVER SHEET SPECIF1CAT/ONS AND NOTES DEMOLITION PLAN SITE GEOMETRY PLAN PA VING, GRADING AND DRAINAGE PLAN OFFSITE IMPROVEMENT PLAN UTILITY PLAN PA VING DETAILS PA VING, GRADING &- DRAINAGE DETAILS UTILITY DETAILS MISCELLANEOUS DETAILS LANDSCAPE PLANS IRRIGATION PLANS SITE ELECTRICAL S-SI TO OVIEDO SITE DATA . :t;~/\i PROJECT SITE PROJECT APPLICAlVTS: McGABA, t.LC 2180 NORTH PARK AVE., SUITE 300 WINTERPARK, FL. 32789 PROPERTY LOCJlTION: SOUTH SIDE OF S.R. 434 -":M81"'tAST OF S.R. 419 SEMINOLE COUNTY, FLORIDA A ~ PROPERTY ZONII{G: C-I ( NEIGHBORHOOD COD,.. t~~~ .) EXISTlqG 1?ROPERTY LAND USE: (: ,{. ':- Jt; ..'.'-, 90%~,Y AcANT .;~,..; "r'~ ,; f\? PROPOSEDP)lOPERTY LAND USE: RETAIL & RESTAURANT N.T.S. SECTION 26,- TOWNSiPP 20 SOUTH, RANGE 30 EAST LEGAL DESCRIPTION THA T CERTAIN PIECE, PARCEL AND TRACT OF LAND LOCATED IN SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: THE WEST 231.30 FEET OF LOT 8, BLOCK 0, DR. MITCHELL'S SURVEY OF LEVY ,GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING SOUTH OF STATE ROAD 419 (OVIEDO ROAD); ,. . LESS THAT PART TAKEN IN THAT CERTAIN ORDER OF TAKING FOR ROAD RECORDED IN OFFICIAL RECORDS BOOK 2784, PAGE 1196, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ' , EXISTING PROPERTY AREA: TOTAL = 9.15 ACRES PARCEL I.D. NO. 26-20-30-5AR-ODOO-009B 26-20-30-5AR-ODOO-0080 BUILDING HEIGI/T: MAXIMUM = 55' & NOT TO EXCEED 2 STORY PROPOSED = 2-STORY FLOOR AREA RATIO: ALLOWABLE = 0.5 MAX. PROPOSED = 0.14 MINIMUM BUILDING SETBACKS MINIMUM FRONT = 15' MINIMUM REAR = 10' MINIMUM SIDE = 0'-3' (30' IF ABUTTING RES.) '[LOT COVERAGE CALCULATIONS: PARKING AND SIDEWALK AREA BUILDING AREA (47,939 SF) RETENTION AREA TOTAL IMPERVIOUS AREA WETLANDS TO REMAIN GREEN AREA (PERVIOUS AREA) TOTAL SITE AREA PARKING: CODE REQUIREMENT: 1 SPACE PER 300 S.F. RETAIL 1 SPACE PER 100 S.F. PATRON AREA, RESTAURANT 1 SPACE PER 400 S.F. LEASABLE OFFICE SPACE PROPOSED RETAIL 35,439 S.F. PROPOSED RESTAURANT 6,000 S.F. PROPOSED OFFICE 9,000 S.F. -~ TOTAL SQ. FT. PROPOSED 50,439 S.F. CONTAINS 190,138 SQUARE FEET OR 4.365 ACRES MORE OR LESS. :'.. ";: ~l~{I' TOGETHER WITH: THE EAST 253.6 FEET OF LOT 9, (LESS THE EAST 100 FEET OF THE NORTH 150 FEET THEREOF), BLOCK 0, DR. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ALSO LESS THE FOLLOWING PROPERTY BEING MORE PAlRTICULARL Y DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT E, CHASE AND COMPANY'S SUBDIVISION OF WAGNER. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA: THENCE RUN SOUTH 06.55'04" EAST ALONG THE WEST LINE OF SAID LOT E, A DISTANCE OF 1100.73 FEET TfO A POINT ON THE BASELINE OF SURVEY OF S.R. 434 ACCORDING TO F.D.O.T. RIGHT-OF-WAY MAP SECTION NUMBER 77070-2516: THENCE RWN NORTH 8S50'23" EAST ALONG SAID BASELINE OF SURVEY A DISTANCE OF 390.41 FEET; THENCE DEPARTING SAID BASELINE OF SURVEY RUIN SOUTH 07"01'30" EAST A DISTANCE OF 24.39 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF S.R. 434; THENCE RUN NOfRTH 83"51'32" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 168.42 FEET TO THE WEST LINE OF THE EAST 253.6 FEET C>>F SAID LOT 9, BLOCK 0, FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 83.51'32" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A -DISrANCE OF 153.62 FEET TO THE WEST LINE OF THE EAST 100 FEET OF THE NORTH 150 FEET OF SAID LOT 9, BLOCK 0; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF- WAY LINE RUN SOUTH oro1'30" EAST ALONG SAID WEST LINE OF THE EAST 100 FEET OF THE NORTH 150 FEET OF' LOT 9, BLOCK 0, A DISTANCE OF 84.03 FEET; THENCE DEPARTING SAID WEST LINE RUN SOUTH 83.53'17" WEST A DISTANCE OF 153.62 FEET lfO SAID WEST LINE OF THE EAST 253.6 FEET OF LOT 9, BLOCK 0; THENCE RUN NORTH 07"01'30" WEST ALONG SAID WEST LINE OF THE EAST 25>3.6 FEET A DISTANCE OF 83.96 FEET TO THE SAID SOUTHERLY RIGHT-OF-WAY LINE S.R. 434 AND THE POINT OF BEGINNING. PREPARED FOR: MCGABA, LLC 2180 NORTH PARK AVE,. SUITE 300 "INTER PARK, FL 32789 CONTACT: ALAN MACKERLY PHONE: (407) 368-6137 FAX: (407) 908-6699 PROPOSED 3.34 AC 36.5 " 1.10 AC 12.0 " 1.07 AC 11.7 " 5.51 AC 60.2 % 1.40 AC 15.3 " 2.24 AC 24.5 " 9.15 AC 100.00 % \ ~ C'I ,C .... f c:::r ~. ~ It) In M == It) >-: C) =I: I ~i u UJ uj I Q 0,:' I-S AISLE WIDTH PROVIDED = 24 FT MIN FOR TWO WAY LANES ACCESSIBLE PARKING STALL SIZE PROVIDED = 12' x 20' FLOOD ZONE THIS SITE IS IN ZONE "ctt AN'D ZONE "AE" BASED ON FLOOD INSURANCE RATE MAP. PANEL NO. 1201790135 E, DATED APRIL 17. 1995. . . '.....1r' CONSUL-TE:CH DEVELOPMENT SERVICES, INC. CONSULTING ENGINEERS - LAND 'PLANNERS -LAND SURVEYORS 2828 EDGEWATER DR., SUITE 200 ORLANDO, FLORIDA 32804 (407) 649-8334, FAX (407) 649-8190 Certificate of Authorization No.: 9008 .", .\ 1. REVISED PER CITY OF WINTER SPRINGS COMMENTS 11/08/02 MWS PROJECT No. 02021840 SR 434 Retail 0\ ~ '"0 , C o 0.. CD ~ en o ..f.J ~ ~ n ~ ~ o ~ "'i;~ /. 11 I 1//1 \ I f; ,);1,:"'/:,:"',,, i'A,; 11 ~ ~1. ,," / / / I "", CLOSED ~ '\ · $// . ~ EXISTING 'l/ SIG~A~iP~ "sR 43 CORRIIJO~ M~~'~N STgN!l.=.,9~E3h~ CIRCL~~ ~ /" VIS! ,N LAN REGULJ IONS 'I t1\....: BFGI~ER WALL: -1 BACK FROM PROPERlY LINE I:; ~~ _ \,,,.,..- _ _ ~ -c_-=--=- _ ~ _ _ _ _ -MAXI M 12' HIGH "_ ;'~----=-. - " - . 1lJ~6" \ ; 88.67' PC~i~~gRFW~ :vr:ACE 2~~p" I 16.67' " -C 0 BASE II ~"" SIGN SETBACK I @ -0 SI IS NOT A J RT OF THIS -g ~; ~V--<D ~ ~ 10' '- N (lYP.) .- L10 -~ N // ~ ~-~. ~~._. ~o.IH~. ::.1 ::. ~~~'I~P 2,~~DSF < ~ Q: t;\ 1 I~":. I ~ \~ ~ 0 .- RIGHT-IN / ~rn ~~.rcJ :J RIGHT oLfr ~ ~ / IJ ONLY R35'); ~~ A., ~ ~. \:" ,,10 Rl0'- II/I 0 ~ ~ ~l ~PE"F. CURB )-- RIO' Rl0':"- R35' ....... ~ r ,? ~ @ II rr 10' a ( TYP. N -':0- N L9 or- @ - 24' -I I - ~1=( I N .- CD o ~ (7) 20' 112' /12' , 20' \ r-11.3 ' ~~ f-- 10' '~ (lYP.) .- 128 & GUTTER ~ ,- ~10'lI0~ ~9 ~ ~ ~ 10 @ ~ '." '~;'~ ~;.':-.,~: i>llHlI ~ I tn I o ,.......... .-.. U ~ .-.. mW a.. .-..< uu <(f) 0:::0 .-..z ~ ~ z ~ (f) ........... STONE GABLE PLAT PB 54 PG 7614 I I , I , , I , I @I , , I I , It) I I , to N n ..q- r--- - -T------ , S07-00' 49"E 822.25' (M) BUFFER AREA ~754LF BUFFER WALL r---- - - -r-- _ _ _ I ~ ~~ .B u:i .- L8 N CJo" ~L7 - nR5' I Rl~ R34' (l". ::\ ~10' N .- 15.72' V ....9 c..> I: t LANDSCAPE PLANTERS (TYP.) ~ ~ ,." N CCl ..,. ~ I c..... @ ...... ~ @ TENANT 8,200 SF It) ~ ~ ..J ~ ...J @ 12' 12' co ...I ~ I: ~ a.. . v::=20 ~ .:-' C'\ 1 o ~ (.) \tl ~ (.) , (~~~~~~E ~ SHEET 7). ~ RETAIL 2 10,535 SF OFFICE 9,000 SF (2ND FLOOR) R20' ~ ~ ....J ~~ a.. en ~ ..) () ("I "b. <a't 'Jt~ $}~() D D _ . ". 1(;) 5' ONC. SID ~LK ~ @ ;...:....~ ) 12~ ~':~ ~ ~.;~ _ - \ _l I: J "=i ~::.Jj. ~ lLO ~, t-HC RAMPS (TYP.) (SEE DETAIL, . J SHEET 7) <)0 ~ 12' 12' L\. \. \. \. \. \ 1111I <)020' ~ III ! ... ~0 410' I- N rnn...... WIoI- N or- I- 10' (lYP .) L25 ,... t\ ~ ,- ~ 20.21 ' ~0 / 6 II @ ~0 o L.-I R1 0' / ~ - RJ4' I R10~ H~' R10' ,-., ..,. :; 12' '12' ~ - 10' (lYP. ) ~ - N or- - N ...... 120 l19 11 .33' - ~R10' 1U' (lYP .) ... ~ ,.., ~ .- tu~ R10' r ,- ...... :J1 r1. L n 20' - tu~ ._ ~ 12.33' N l18 ...... ,E. - 12' 12' .12'......... 00 ~ I I Nt ~"/ ...JR10, l FUTURE ACCE55 POINT L4 RESTAURANT 6,000 SF II @ I ~I !) o 1~ ~a.. ~I= I~ 's. ~~ ~ ,l _ ...JI ~,~~.22.3' )Jt ~ R35 ~ ~I ~ r ~ R10'...... ~ 1 '-i R10"- ~ L2 I:~ lJ L1 ,... lYPE "F-1;J - - I CURB & GUTTER / .... L5 =BEGlNJ80LrRElAJNINl; WALL - (DESIGN BY OTHERS) .... ;,. .. )/ ........ .' '..:'. '. ....... , .' '..::.' '. ..' :'., ....... . >.\'. .......<:...... .... ":>'" . .... .... . ." . ..:.::..... . >.... '. ....... ..... ..' o r R10 .. .- o ~ N m \t:2 END lYPE "F" ~URB. BEGIN lYPE"D CURB R35':' P- ~' I , 1//11 ADD HC RAMPS & CROSSWALK (TYP .) FDOT INDEX #304 .,.... , 187.34' 21.34 ' o II f STAIR WELL 10' LANDSCAPE PLANTER, BUILDING ENTRANCES TO BE DETERMINED BY ARCHITECT - ~ .- ~ FOUNTAIN o 00 ~ DETAILS ON l'.. \. \. \. \. , , ARC~~WRAll <)o~ ~ ~~r-t?p ~~GN ) L\.\.\.\.\.\.IIIII C/ <<;)0 CCI'rI SPECIAL PAVING DETAILS ON ~'^ ""~1IIIIIIII ARCHITECTURAL ~ 'r 'i 'i ,,~ ~ ~ '; PLANS . '- '- '- '- " ""'- ""'- ". ~IfIffIfIL RETAIL 1 6,964 SF .....>.: ............... ........ :'. \ . ....i: ..... . .' ." . ". . ...... .... . . .;.'.'.:..:.::.:::." ..... .':: ..' .......... :. ....:... > ....:.'. ":. .,.' ..:.....::..:: '.:.' .... .:. 1 . . ...:, .'.:. .... .'. "': ... ". ....... . .' ...> : .... ,. "',~. .::.: :....... :-.:.. .... r.,..' .' .... . ........ ..... · · '': . ,:' ,",' ,'., .".:. ..' ""':J .... .... ..:. . c' .... ". .' . .':" .... .:....: ..... '.' ,..' . ...... ....:. .... .' '::>:...:.... :.::: ;\.:': .....: UNI M PACTED ....~. . ... : .. . WETLAND ~R~ ':'::'::' \L SPECIAL PAVING r , '. :"~' "/.' C) --. ~1'~' Z (f) 'J ~". ztt . -l&J ,:~~e~ Ll~~1Ei'1 ~~ ( : t:1 :z 1LI wS '.' ~ , STAIR WELL ff~fIffIIITI ....".."..". ......................... -~fC"r'~/IIII "'''l.'''' ~.... ./1~ e/q .:' "" / ~'.:,'i:....... 7 . ...... ~~ ;:t:::; " ~tj ~::--...; Va::: ~w1 OZ . N It) I [ uYI," V'/ DUMPSTER ENCLOSURE (SEE DETAIL SHEET 7) --s:-- . - ..... .... - .. ,.r . . ~ . ....- RETAIL 1 4,940 SF .', @ 5' CONe: .. SnYALK R20' / ~ ~~ ~ ...., I ..r It) 822.36' (C) R4 ' N07.00' 49''W e NOTES 1 . ALL CURB RADII TO BE 3 FEET UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A, STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL CURBS ARE TYPE "D" UNLESS OTHERWISE NOTED. 5. ALL TRANSFORMERS AND SWITCH BOXES RELATED TO DEVELOPMENT SHALL BE SET BACK A MINIMUM OF FIFTEEN (15) FEET FROM ANY RIGHT-OF-WAY AND VISUALLY SCREENED USING LANDSCAPE MATERIALS OR MASONRY CONSTRUCTION IN CONFORMANCE WITH THE LAND DEVELOPMENT REGULATIONS OF THE CITY OF WINTER SPRINGS. 6. MECHANICAL EQUIPMENT AND APPURTENANCES. INCLUDING BUT NOT LIMITED TO AIR CONDITIONER UNITS, VENTILATION EQUIPMENT, REFRIGERATION SYSTEMS, HEATING UNITS, ETC., MUST BE SCREENED SO THAT THEY ARE NOT VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY. I I I r--- - c'\'L \ TRACT C (STORMWATER MGMT AREA) J) "~ " .. - -- \ r-, L34 23 L39 18 18 ~ L43 \ ~\ ~\ .J 3\ \ B RETENTION 1 .25 ACRES C2' L46 e} 'v~ '}, 6 c,e L42 <> 16 18 c\~ L37 23 ~~ ... \ \ \ \@ L\ ~;' \ ------ -.-----, ---- LL (f) '. . ..' ..... ~ ,'.. ~LO~' I ,.ii..:.....{.. ,. 't ....:.... ,:,'::";:" Ft) 1(,........::/ ....:......... (X) . '.. (/) .:.':......:...:.:;::.. . '.' ":'0", "::.':'.:. >">:> '.~ ." :'!;';I</:;y...:~;i/;:!;{..:.:";:.;:}~. .:;.:"..... ~..~ .; .... .. .... ..::.::::<r:'j::,~.~!~:),::~:..t . . .:-..,,>: ....<.... ..~ .:.';:::.... :-'.:" ...:." ....;.. '.' ....... :> ...... .:........ '., .... ......... ::." .' ".. . ". .'. . .. '. . .: .' .' .............'. .. .... . . .' .' '.' "':., I....... . "'. .... ". ...... .... .... . ....-' . ". .....:, ........ ....... ...... . ..... ". '. ..... '.' ." ". . .:....:....:.... ........ . ..........: :.... .... .... ........ ..... .... .' . .:: '. .... ...... .........: ..... '.. ..' '. /..... ': .' .... ." .... .:-." :.. .... ....:-:. ..... :.. ..... . J "':. :-:. . '" '::. .... .....,.>. .:.<>>".:..... .' ..' ....":.'......:.. ....... . ......... .., '," ......, .:-:...:> ....:... ." .'. ":.' ,: "., ' , . .. .," , , , .," .' '. .:; .' .' ....::.:..:..:....... .... ..'. ...:..<.... ....V.. ". ,,:- ":-. .::. ..... .. .. '" . ". . '. . . ". .' ..... .... . ~.........,..'..............................................:..... j" '.,,',,' ,.'., ,,', .....>... . '. J ...'i./::.... .......:. '. .'. .... ..:.'..... . J '.' ....:......:. ". . ........ .....lJNIMPACT~D.> ,.... J ;. ..' '. .. ........ :.... ",: .' .... '. .... . . .'. ...... ..' '. ." ....:...::>:::::....W.: ETLA~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~. "::". ...... . .... ..' ....;. .... .': .: ". "':.' . :.. . '. .... . ........'.., : '. '.. .....:- .' '.' .' . ..... '. . :"':":' ::.::..... ..:.... ".: <.' ... ': ... : .....: .. ". .... '. ......... ..' .'.' .': ....... ....,... ." ' . .... .......... . ." . .... .' ..' ".::: '. ...,.... '. ....' .... .... '. .' '.. ...:::.': ....' ..' . ..": ......,........ ...... ........ ..... ............... . .' ". .., ...... >.. ............... .., . . . '. . CJ--<:- {$ ~ .' ..' '.' . . . . ...,.: . SIGN LEGEND & STRIPING NOTES 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. SIGNS NO TEXT OR SYMBOL SIZE R 1-1 STOP 30"x30" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. . .., '. '. . .' I I s CURVE C1 C2 C3 C4 C5 c6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 - KI:~~!VIt:.U r'r DEe 1. 1 2002 CITY Qff WlN11!R SPRINGS au".", ..tIlnnlnl ~ -4 o' 40 ~ I SCALE: 1" = 40' LEGEND SF @ @ L\~ \\\~ I I LINE TABLE LINE LENGTH L 1 46.05 12 22.07 L3 58.42 L4 58.43 L5 187.88 L6 105.06 L7 42.00 L8 125.24 L9 55.33 L10 118.67 L11 96.00 L12 64.00 L13 128.00 L14 64.00 L15 50.43 L16 55.00 L17 64.00 L18 116.67 l19 116.67 L20 57.33 L21 42.00 L22 64.00 123 64.00 L24 118.00 125 97.33 L26 196.00 L27 63.36 128 140.67 L29 55.33 L30 118.00 L31 108.33 L32 10.43 l33 91.92 L34 244.57 L35 71.45 l36 40.22 L37 41.15 L38 64.36 L39 228.85 L40 71.45 L41 40.22 L42 41.15 L43 211.37 L44 68.14 L45 11.84 L46 41.15 L47 33.19 80 J PROPERTY LINE SILT FENCE CENTERLINE EXISTING FENCE ZONING CLASSIFICATION PARKING SPACE COUNT 25' WETLAND BUFFER AREA WETLAND AREA BEARING 50700'49"E 502'31'54"E 502"31'54"E 507'00' 49"E 507"00' 49"E N82'59' 11 "E NO/OO' 49"W N0700'49"W N0700' 49"W N0700' 49"W 582"59'11 "W 582"59'11 "W 582"59'11 "W 582'59'11 "W 582'59'11 "W N82"59' 11 "E N82'59' 11 "E 50/00' 49"E 507'00' 49"E 507"00'49"E N82'59' 11"E N82"59' 11 "E N82"59'11 "E N82'S9'11 "E NO/OO' 49"W 50700'49"E 50/00' 49"E 50/00' 49"E 50700'49"E 582'59'11 "W 582'59'11 "W 538'05'31 "E N75"16'19"E N07'00'49"W 582"59' 11 "W 562'10'52"W 507" 30'04 "E N75'16'19"E N0700' 49"W 582'59'11 "W 562'10'52"W 50/30'04 -E NO/OO' 49"W 582'59'11 "W 562' 1 O'52"W 50/30'04"E N75'16'19"E LENGTH 18.07 319.41 16.99 34.56 34.56 34.56 11.63 14.36 78.54 10.89 59.70 77.37 133.48 34.56 0.73 3.98 99.03 117.13 3.14 87.71 93.51 CURVE TABLE RADIUS CHORD CHORD BEARING 32.00 17.83 523'11'18"E 207.78 288.88 583'24'07"E 32.00 16.79 56/46'22"W 22.00 31.11 N37'59'11 "E 22.00 31.11 N52"00'49"W 22.00 31.11 552"00.49"E 10.00 10.99 571'24'36"E 10.00 13.16 N34"07' 45"E 50.00 70.71 N52"00'49'W 30.00 10.83 572-35'02"W 30.00 50.32 505"10'31"W 100.00 75.45 N29"39'58"W 250.00 131.90 522"47'48"E 22.00 31.11 N52'00'49"W 2.00 0.72 572"35'02"W 2.00 3.35 505"10'31"W 128.00 96.58 N29'39'58"W 222.00" 115.78 522"36'58"E 2.00 ,., 2.83 N52"00' 49"W 148.00 86.44 N24'28'47"W 202.00 92.68 520'45'47"E .. en ....= z w ~ o (/)CJ) 3:3: ~~ NN .~~ 000 ,~ N.... ..... .... ~ Z W ~ ~ o u (/) C> z t-a:::: ::>0- O(/) ~ffi t- c>z Z3: ~ ~l.J... <0 a.. o~ w- (/)0 Gjffi ~O- " . (f) z o en Gj a::: "(0 LO ..q- n N ..... .....J L5 (/) Q W en ~ I- ::> o :c t- ~ Q :::J ~ I- o Z ~ : <II I ~ z W --1 U ~ ~. - ~~ .. N ICI) ::) ~ CIle e~o ~~~8 000) .. I .00).. a. . I; ~~;: ~ OJ z~"'" c ~ ~o~~ :::J 0 "" 2 a. 0 x 'c eN:C( 0 ~ 5~~~ .~ao ~ I m~ 0) G ~ e~g ~~~~ I ffi~~tj ~..J ~ 8 F;LaJ :..J ::)00 CIlN Zoo 8N III u II: ~ ~ ~ ~ o ~ m ~ ~ ~ ~ ! 0 ..8; ~ ~~ b ~ J- ~ ::it ~ o w a:: I a.. en "'," o ~ ..II ,.~ N 0 o ~ o CO N ~ N J: 0 U N a:::: . 0 <(~ >- ~ (D J Z ~ ~ 0.. 0 ""'R10' R10'1" .. I ~~ N ,.., :i ~ LANDSCAPE ISLAND :'j IIlflIlIIUF,....;:: .......:,. ::'ii;".~'>'..;.. ;'",: ~ --:'.,: ......:.:...,:, ,:,,:. .,.... .::.'...." 1111111 "'" R10~ / ,..;: \ ~10' a 5' CONC.. / ~ L26 5' CONC. ~ :iIUtYlALK (TYP.}--" ~ SIDEWALK (TYP.)....! - . o R10~ ,- ~ R10 20 12' 12' r r=:;"\ r=:;"\7" o ~ \V gl I :::';';:':-'''';''f'm~ II ~ II ~~:,~S~ ~ <<;)0 ~b 1,fo60 SF I t;\'.;. .r- ,.., 0 :'J :J \ \ --:J\ \ -..(.. j~'<;{,.j;<.i";iji.<iIT.. ." ;,,', ,; , ,',,', ,'". '/ ~ >r~.(X) V W -.J W tS ~ en 0 SHEET 4 (/) 3: ~ a::: e" z W J- U W J o a:: 0.. ~ J - . J - . , .. ;. Ol ~ ~ en Q) ....., o Z "0 C o en c o +i o o :+:: '0 Q) c. en o ....., ~ v n v N o \. ~...... /.. 'F GENERAL CONSTRUCllON NOTES WATER/SEWER CLEARANCE REOUIREMENTS WATER SYSTEM NOTES SANITARY SEWER NOTES 1. 2. UTILITY SEPARATION - VERTICAL CLEARANCE 1. WHERE WATER AND GRAVITY SANITARY SEWER MAINS CROSS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, OR THE SANITARY SEWER MAIN IS ABOVE THE WATER MAIN, THEN THE SANITARY SEWER WILL BE 20 FEET, CENTERED ON THE POINT OF CROSSING, OF EITHER: A. DUCTILE IRON PIPE AND HYDROSTATICALLY PRESSURE TESTED, OR; B. CONCRETE ENCASED VITRIFIED CLAY; OR C. PVC PIPE UPGRADED TO WATER MAIN STANDARDS AND PRESSURE TESTED. 2. WHERE WATER MAINS AND STORM SEWER PIPES CROSS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, OR THE STORM MAIN IS ABOVE THE WATER MAIN, THEN THE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING. 1. ALL SANITARY SEWER MAINS &: LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS &: SERVICE LATERALS SHALL BE CONSTRUCTED OF P.V.C. PIPE, S.D.R. 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. .3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. P.V.C. PIPE AND FITTINGS SHALL CONFORM TO A.S.T.M. SPECIFICATIONS DESIGNATION D-.3034-77C, M.A. S.D.R. 35. INSTALLATION OF S.D.R. 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS.T.M. SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL P.V.C. FORCE MAINS SHALL BE CLASS 200, S.D.R. 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN". 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH A.N.S.I. A 21.50 (A.W.W.A. C 150) AND AN.S.1. A21.51 (A.W.W.A C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH A.N.S.I. A 21.6, A 21.8, OR A 21.51. 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE DJ.P. ARE TO BE POLYLlNED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL PERTINENT DATA FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION. 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BE1WEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 4. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH A.N.S.1. A 21.50 (A.W.W.A. C 150) AND A.N.S.1. A 21..31 (A.W.W.A. C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH A.N.S.1. A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH AN.S.I. A (A.W.WA C 104-71). 5. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH A.W.W.A C-l10 WITH A PRESSURE RATING OF 350 P.S.I. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH A.W.W.A. C-l11. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH A.W.W.A. C-l04. 6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS OR HYDRANTS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 8. ALL P.V.C. WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH A.W.W.A C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF D.R. 18 IN ACCORDANCE WITH A.S.T.M. 0-2241. 9. WATER MAIN PIPING OF LESS THAN 4" SHALL BE SCHEDULE 40 P.V.C. UNLESS OTHERWISE SPECIFIED ON DRAWINGS. 10. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 P .V.C. WITH SOLVENT WELDED SLEEVE TYPE JOINTS. .11. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF A.W.W.A. C509 12. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF A.W.W.A. C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 13. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 14. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY AS-BUILT DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE AS-BUILT DRAWINGS SHALL SHOW THE LOCATIONS ON ALL WATER MAINS AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED AS-BUILT DRAWINGS TO THE ENGINEER. 3 THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES . PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF At'ff CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF II EXISTING . UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING SUNSHINE AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS SPECIFIED FOR THE PROJECT. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTMTIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES. 13. BACK FILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LIFTS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACK FILL SHALL BE COMPACTED TO 96~ MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T -99. 14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P .S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 15. CONCRETE REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO A.S.T.M. A615 GRADE OR BETTER. UTILITY SEPARATION - HORIZONTAL SEPARATION 3. WHEN A WATER MAIN PARALLELS A GRAVITY SANITARY SEWER MAIN, A SEPARATION (MEASURED EDGE TO EDGE) OF AT LEAST TEN FEET SHOULD BE MAINTAINED. WHERE THIS SEPARATION IS NOT MET, ONE OF THE FOLLOWING MUST OCCUR: A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR: B. IF BOTH SANITARY SEWER AND POTABLE WATER MAINS ARE PROPOSED AND THE ABOVE (A) IS NOT MET, THE SANITARY SEWER PIPES SHALL BE UPGRADED TO THE EQUIVALENT PIPE MATERIAL AS THE WATER MAIN AND PRESSURE TESTED. C. IF THE SANITARY SEWER IS EXISTING AND THE POTABLE WATER MAIN IS PROPOSED, THE WATER MAIN SHALL, AT A MINIMUM, BE UPGRADED TO DUCTILE IRON PIPE, CONSTRUCTED IN SEPARATE TRENCHES, LAID AT A HIGHER ELEVATION THAN THE SANITARY SEWER, AND UTILIZE STAGGERED JOINTS. 4. WHERE WATER MAINS PARALLEL STORM SEWER PIPES WITH LESS THAN 10 FEET HORIZONTAL CLEARANCE, THE WATER MAIN SHALL BE AWWA C150/C151 DUCTILE IRON IN THOSE LOCATIONS. 5. SEPARATION REQUIREMENTS OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL CLEARANCE BE1WEEN FORCE MAINS AND POTABLE WATER MAINS MUST BE MAINTAINED UNLESS APPROVED IN ADVANCE BY THE DEPARTMENT. 6. WHERE WATER MAINS AND UNRESTRICTED ACCESS REUSE PIPES CROSS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE OR 3 FEET HORIZONTAL CLEARANCE, THE UNRESTRICTED ACCESS REUSE MAIN SHALL BE UPGRADED AND HYDROSTATICALLY TESTED IN THE SAME MANNER AS GRAVITY SANITARY SEWER MAINS (SEE A. ABOVE) 7. SEPARATION REQUIREMENTS BETWEEN POTABLE WATER MAINS AND ANY TYPE OF REUSE MAINS OTHER THAN UNRESTRICTED ACCESS REUSE IS 10 FEET HORIZONTAL AND 18 INCHES VERTICAL CLEARANCE, WITH MITIGATION ALLOWED WHEN APPROVED IN ADVANCE BY THE DEPARTMENT. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (D.E.P). MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. WORK IN PUBLIC RIGHTS-OF-WAY 1. ALL STRIPING SHALL BE THERMOPLASTIC AND SHALL MEET THE REQUIREMENTS OF F.D.O.T. &: CllY OF WINTER SPRINGS. SPECIFICATIONS AND SUPPLEMENTS. 2. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF F.D.O.T. &: CITY OF WINTER SPRINGS. SPECIFICATIONS AND SUPPLEMENTS. .3. ALL SIGNS WITHIN FOOT RIGHT.;...OF-WAY SHALL MEET THE REQUIREMENTS OF F.D.O.T. AND CITY OF WINTER SPRINGS SPECIFICATIONS AND SUPPLEMENTS. CLEARING AND EROSION CONTROL NOTES 4. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No. 17352. 5. STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No. 17346. 6. SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH F'().O.T. STANDARD INDEX No. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH F.O.().T. STANDARD INDEX No. 17302. 7. SIGNING AND STRIPING WITHIN F.D.O.T. RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 8. ALL WORK PERFORMED WITHIN THE CITY OF WINTER SPRINGS RIGHT-OF-WAY SHALL CONFORM TO: A) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FORRQAD AND BRIDGE CONSTRUCTION (1998). (aka: STANDARD SPECS). B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 1998), (aka: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. WATER SYSTEM TESTING AND INSPEC110N REOUIREMENTS 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTIUTIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS Or THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 10. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 11. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 12. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS. 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETlANDS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 14. IF WINO EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 15. THERE IS TO BE NO DISCHARGE (Le. PUMPING, SHEET FLOW, SWALE, DITCH, ETC..) INTO EXISTING lAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF SmLlNG PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. 1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. 16. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 17. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO F.D.O.T. STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STANO OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 18. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING CONSTRUCTION, REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 20. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 22. THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. 23. IRRIGATION SYSTEM SHALL CONSIST OF SPIGOT AND HOSES WITH IRRIGATION HEADS OR STANDARD COMMERCIAL OUTDOOR SPRINKLERS. 24. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 25. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFElY. 26. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 3. A HYDROSTATIC TEST CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY-INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THESE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF AW.W.A. C600 FOR DUCTILE IRON' PIPES AND C605 FOR PVC PIPES. 4. ALL NEWLY-INSTALLED WATER DISTRIBUTION SYSTEMS SHALL BE DISINFECTED IN ACCORDANCE WITH A.W.W.A. C651 - DISINFECTING WATER MAINS. 9. THE MAINTENANCE OF TRAFFIC IS TO BE PER FDOT INDICES No. 600 AND No. 623. PAVING, GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), ARE TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 4. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 5. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND At'ff STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO F.D.O.T. STANDARD SPECIFICATIONS 971-12 OR 971-1.3. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS UNDER FLEXIBLE PAVEMENT DETAIL", F.D.O.T. INDEXES No. 513 AND No. 514. 8. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (A.S.T.M. C-76) UNLESS OTHERWISE NOTED ON PLANS. 10. P.V.C. STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AW.W.A. C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 11. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES. PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO END OF PIPE. 12. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 13. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1998, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 15. UNDERCUTTING AND/OR OVER EXCAVATING THE RETENTION/DETENTION AREAS WILL NOT BE ALLOWED. 16. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS-BUILT DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS &: SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. SAFETY NOTeS 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY O.S.H.A. IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION. INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. .3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY O.S.H.A. IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. PAVING, GRADING, AND DRAINAGe TESllNG AND INSPECllON REOUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. SANrr ARY SEWER TESllNQ AND INSPECTION REOUIREMENTS (f) .-: z w ~ o (f) z o en Gj 0:: "<0 LO ..... ,." N ..-- -' L5 V> Cl w ~~:C~ o (.,) C) F= ~; ~ : ~~ ~ -oJ 0 C ~ ~ ... J- o Z ~ z w :J u .... ....... to ..... to :tt: W a.: ~ ~ <, ~ ~~ - g&J leD ~~ Cl)c c020 ~~~8 COO) II I .0<>>.. I ffi~~ ~ zQ::,",C ~0~:8 ::J 0 '-' ~ D.OX'C ~ CN~~ ~~~~ .~~"'" coo : I m Q:: 0) G) ~ C;bg ~mr::-~ I ffi~~~ ~..J ~ 8 F=;W :...J =>co Cl)N Zco 8N III u co a: ~ 5 ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ..~ ..f6 z ~~ b IJ;: J- ~ ~ ~ o W 0:: :r: (L en en .- z W -J W () ~ en 0 SHEET N 0 o v o 00 N -r- N .. 0 :c N ~ .0 <(0 ~z >- CD en ~ 3: J ~ . 0:: '-' Z W J- U W J o 0:: (L . J o Z 0:: 3= (L 0 2 ., ':I. __ en ~ "'C . C o 0.. c o :e o E Q) o .- o +' Q) L- V t") V t") o -2 ~- ~REMOVE ALL GRAVEL ~~ --L c-' D DIRT ROAD ') , - ) .r-- xC / / / rv / / --1- ~ / --~ / / \ \ X' ,) /. ill I ,III ~ '-JL.,:\i I~:;r>'~l}/ .!_'~-. ~+-)/,'~('l~ :..'l / I : ~ :'.;~: :~~'.~~' "."m '.' ".. "." ."".;> / ~ ~ I ~,n:, I~ / / ~ ~ , 11''' ',/ ~ Z REMOVE EXIST. 1011 ,~...... I .' ~ij /L ' ~ I MEDIAN CUT ,.,., : - -:::.. -::: I ~ ~ //' FER TO SHEET " i .' ''i /' /' ~ . OR DETAILS ',',' ST9N~!9~BLE CIRCLE , --::-:;:;;//. 2~ ~ I " 1- 'l ..... ~ -----2 ,', , ---...-'" /" ": ~~_._--- ~.," -=- ---~-------/~~........... , I' ~"""\.;i?'--- '"i'. -/ ,,' _ ~ _- rV'~-"'==-;--=--~><' ~- ~ 24 l' wood hdwl //1 ':.J.1t1>. I / I /1 'I~:I , ,IIJ i II ":::.1 ; I '1'1 : rv I II I i /1, h II'~ '~IIII ~ ~:: 1111 N tillll ~ ,(:"/111 ~ ':'\ /I, I :,' .~;'I /1'1 : ,]' III~ :11110 IIII~ "" ~ /11/ ~ IIII F9 ",....."Jllllf :"": C -;/ ~ top =2 .09', ,11'1' ASPH~L T n.inv = 2.16, II "" DRIVE 1/ e.inv = 8.15. IIII I ' ,,~ DIRT R9AD .~ w.inv = 8.29 I l' i J ~l"-- .. I " , j OSE EXISTING 0 ES BY: 0 o 18 rce... , i ~ II ; SAW T IF MORE THAN 5' OF" VUP\D 0 11111 ' WILL EM~EFER TG :-B0flINDEX t515. 1:>6 - - Ill: : : . REMOVE APRON A~D SIDEWA~K I ~ _ 2 X , : TO NEXT SQUARE JOINT. 1 ~CONC BLK I ; 3. CONSTRUCT "F" CURB PER CONC f) WALL , ! FOOT INDEX #300. ,/ :fARAGE) I ! 4. CONSTRIICT C::lnJ:"wALK P //// 2' ST) ~DARD CURB ___, '; '.,,1.): '. FOOT) DEX #310. - , (TO E REMOVED) --......, ~ , .~ Cj; 'tl>< I ! E~STING DRIVE 1.L----1-- U~ Ii (TO E REMOVED) II 1I~ I II f), ~ II II -...... ' " II II::; / " II II , I I " 1/ I ~ l' ! II II II .1' I ~ONC APRON lL------rr " i "WHAL T DRIVE rT II I (TO IrE REMOVED~ II !~~ II (SEE NOTE" :1 I : ' /I II II I I.. ' II i:Je , 'j'; Il?! / <'); L II ",1 i j,/ :: :: -- ~"/ " II I ~ 7 1/ II , // 2' ST~DA;D CURB k ~: /f~ST~~G R~~gJA~~~1.1. //0 /} fic"id: i~:\\~;','8;()SCil"'" (TO ::E REMOVED) ii i i~ ~_ ---';"~--=-.;;;;-\--=--i1I------+~~--T": ~I 'u h)lj f','q" II II I i " 1/ 18- r. ~r: ! : II 0 II =;~~ ~~ ~', " II - ...... "I " top =25.67' III1 d. II " n.inv = 19.86' 1I11~ ! II e.inv =18.68' I"~J w.inv =full of dirt ""~ II I II II II I \ ~ J~ ~ d z "U C Cd ~ c...\ d z o ~ ~ ~ CIJ I C\J ,-, I ~:; ~ C i 'I ;~1 J r" j "" REMOVE ALL ASPHALT PAVING , . I_J: !~.! o - PU D - (l,- x - ASPHA REMOVE ALL cV x --.......... )( ff ASPHALT PAVING I I / r.mm ;,REMOVE EXISTING ~ ~ /v HOUSE AND ALL XI l~ENCING - ~ u lLJ '- X z ~~b Q ,"" o ~ ~ ~ ~ ~ WOOD u In 0 <jI' ~~~ STAIRS/DECK o . 00l\.. _NO '4-: (J(JI "' ~- ry j DRIVE ---- .lr '.J r !;, ;;'I'-j! :-'( :', ---/ X ~ ~"/o. ~ x ----- "/0. X .J REMOVE ALL ENCE \ t.f ~EXISTING POWE~E ' ~~~~~G~gu~~ R~~ CATED 'to /' ,~/ ~ ~...... 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' ........>.:..::... ." ........: '. .::~' i: .,....,.. tlJD )<'2L,. ' ... :1 );,.:i><Y., '. ..'111 . ': . ',:. :'.:' . " [it";- , "';.' ;s' ~ (./:(7), I' ;'1' ".;~i:/'}:':;""::-:l\ >\> ,'.sx" <r#!~ /IL' 'i'),' " '.II~" ilt1i~~' .,," '-/. J ftS. .' Q <:;,2.. . ..' . ::',1,..."" ';#~ ,~:f,' " ~\' . ^'.' . . ~ "', " . .~":..,:.:::~_T.::!:);:.: - ' .,...: /~""'. . ",,". ,:", .. :;;;:. ,. . w' c:' 'i:) WETLAND AREA PROPERTY LINE .:.:;'rj,::i::;(' " SF SILT FENCE EXISTING STORM PIPE ;-.' _ _ _24"..!G.Q. _ _ _ -- _ 8 ':....EYe _ EXISTING SANITARY SEWER ~ EXISTING DIRT ROAD -x -x - EXISTING FENCE .=-: z W -I () s wv l><l @ EXISTING WATER VALVE ZONING CLASSIFICATION r'......''''',. , ,,',',,', "...1 ""'. ,..:.>:\,:__,:.;:.,,-...:;__,(::;:..'_~,.:.<.r. " /.::'::._..":':.< ".:";' . ',.' - ":.';:::':: '" l~~~l;;'~t~{'~~i..r:; /" '.'>::::' .. .' ":":.:', . '. j.::..: >- .. .,;..:. I~.:.>.:..... '. j:'.;.; '. ....:.:>,;:" :.'::":: '. .......": ":.,.. Ai} . <;:j: "::.,, 0f[s::li~tlt.~:~ ' ~ /:.i!~:;;-; '. :",," ' '. _~ 0&- L~;!!"8~'G".'-;;!;C;:<i1lli ., 'A~ hS.;:;J;'{JNfMRAGTEQ . . ' ~~~[;,;irW~~NQ."ABEA.i: ~. . ".12. le>,-;--:::;"..!,!-:;';;.:;.!.\'::.!..'::."'" ..;;: WETLAND IMPACT AREA (TOTAL IMPACT: 0.38 AC.:f:) . ..hi;:.l'::i.-':) . ;;:;1';::,:;(:.'; .' .' .,....,. - I NOTES 1. NO ON-SITE BURNING OF DEBRIS OR ORGANIC MATERIALS IN THE CITY OF WINTER SPRINGS. ALL MATERIALS MUST BE REMOVED FROM THE SITE. 2. ALL DEMOLITION DEBRIS TO BE REMOVED PER WINTER SPRINGS AND OR SEMINOLE COUNTY STANDARDS. 3. CONTRACTOR TO OBTAIN THE NECESSARY PERMITS FOR .. REMOVING ANY EXISTING STRUCTURES. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. .. o ~ II : T- N 0 o ~ o ro N T- N ::c 0 o N 0::: · 0 <(0 ~ Z >- m W -I W () ~ C/) 0 SHEET . J o Z 0::: 3: 0.. 0 3 o ~~ i: 00 .. ~~ ~m ~~ cCioco ~~~8 W 1m ('I.) · 0 m .. c~ . ffi~::'~ za:::......c ~o~:8 ::'0-2 a. 0 X .C cN~ 0 La.:.r::: S~~~ ~"" .(fI~o :' I sa a::: m CD ~ I::Jc~1J ,.. co u ... rt: Z ......:e 6~ S CD I ffi~~o ~.J ~8 F=;l!J :..J ~co (fiN Zco 8N III u (/) ~ ;: -, ~ . 0::: <.!) Z W ..... o W J o 0::: 0.. .! .... - Ol ~ -0 C o a.. (l) +'" en .0 +'" ~ V t'") V V o ~ /.. @ @ @ o o '\.:J ~ '. ~ & ~- yo "V""""V""-v"V""-y \, ~~ ...-------- ~-~~~'V 'V.....,. _ - V" ~ \V r--r- STONE GABLE PLAT PB 54 PG 7614 ~ N @I I I v lO (Q rt') "v-v' - - - -~ - - - - - - r--- - - -r- - "V"""V""'____ --1-_____ C'v _ ~_ _ ~ ~~"" 'r 'V ".....,. ~ yo ~ ...... v .... ......... ... S07-00' 49 liE ""'822.25' 'MY ~ r- ---- v-'v -"....,. v-v- 88.67' <" r:: o 10' '(TYP. - 79.33' '0 ~ ';"""' ~ '- ,- I: < )~ ,." >00 Z Il\. ' I ~ n .... .... ~00 ';"'/: .\. \. \. \.\.~ III 11111I11 ~00 20' h 5.33 c.... J2":"'12 15' C_ 20' I_'^- ~- 5 Rl0~ I: 20' 12' 12' (9) > > ~ < 602LF BUFFER WALL BUFFER AREA ~ cO .... N q .... I"} 125.24' ttl '-'" ~:\ tJ;l - N .... .... R5' Rl0' ~ 'T ,(;) c... --- N .... R34' ('I" '\ ,10' \ ~ ~ LANDSCAPE PLANTERS (lYP.) I I"} I ~ I") ('of ~ ~ cc I > CD (!) I ~ ....J @) TENANT 8,000 SF ~ I ) 00 :i o ~ > ~ > > r I ~~~l DUMPSTER > _ ENCLOSURE (SEE DETAIL ~ ~'01 R20' SHEET 7) ~ ~ '* RETAIL 2 .. ~~C(. 10,535 SF ~~ ..... ~ o (. cP cS!> 1(;) OFFICE 9,000 SF (2ND FLOOR) @ "'- 5' ONC. SID LK \ c~ ; ':. ..~ r-HC RAMP & CROSSWALK (lYP.) I (SEE DETAIL, SHEET 7) ~ ~ ~ ~ \ .' .. "- &~~ II @ ~IGHT -IN /- RIGHT OLfT ONLY o ~ II \\. \~ \L . STAIR WELL 10' LANDSCAPE \, PlANTER, BUILDING ~ ENTRANCES TO BE DETERMINED BY ARCHITECT 20' , 20' 12' , 2 -.....il-- @ & ". l:..' ,". ~ lX,- - (\ ~ - I.: )>....J ~' ~ SPECIAL PAVING I.:' ;'~~!3 ;;( ~ .-. ~i:' ~ en ";'L... ~eJ 7 r> 20'- , 12' ;5 iE '; 12/~ Wo J I'r-jr~ ~~ :.: ~>~~ ~ t3 i (>lJ ~tf1 > we ." I1/q ~~71 ~~ ~r~~ 00 ~N '0 ~I 5' cONe. ?:ALK FOUNTAIN DETAILS ON ) ARCHITECTURAL PLANS C:n I .... .... 12.33'~ - 12' 12' i12. I _( RESTAURANT 6,000 SF -...J "- ... .........A. ADD HC RAMPS & CROSSWALK (lYP.) FDOT INDEX #304 & , STAIR WELL RETAIL 1 6,964 SF DUMPSTER ENCLOSURE (SEE DETAIL SHEET 7) ..... "~': RETAIL 1 4,940 SF . ;.~: ...... .,.. R20' ~ ~ ~ ~-...,.-"V""-"V"., , I I R4 J It) _ ................---- - .A..~ N07.00' 49"W 822.36' (C) @ NOTES ( ) 1. ALL CURB RADII TO BE 3 FEET UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL CURBS ARE TYPE "0" UNLESS OTHERWISE NOTED. -- -- ------~ 5--:r AIL TRANSFORMERS ANDv SWITCH vBOXES RELATED TO DEVELOPMEN SHALL BE SET BACK A MINIMUM OF FIFTEEN (15) FEET FROM ANY RIGHT-OF-WAY AND VISUALLY SCREENED USING LANDSCAPE MATERIALS OR MASONRY CONSTRUCTION IN CONFORMANCE WITH THE LAND DEVELOPMENT REGULATIONS OF THE CITY OF WINTER SPRINGS. 6. MECHANICAL EQUIPMENT AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO AIR CONDITIONER UNITS, VENTILATION EQUIPMENT, REFRIGERATION SYSTEMS, HEATING UNITS, ETC., MUST BE SCREENED SO THAT THEY ARE NOT VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY. --^-^--..... A.-..../'- ill --^"---^- ~-......A \ TRACT C (STORMWATER MGMT AREA) J) ~ . . " .. - ~ ---==-- - - L 17 23 (I~ 18 16 6 J ~ en @ f~ 1]\ ~ @) f~ ~I ~ J ~I: I- - ~Rl0' -=:::' b... 10' - <( "n ill (TYP.) ~ l11 Itft _ a.. - ~ - _.?- - uu....-- ~ ~ '" ..., ~ ,........,....,. ..... ..... ~ - v"v" """'""-. U _ L r Rl~ ,.= ~10~, I '" I ~ D ~ 0~ ". 1 ~ D ,J t. ~;,. ~ r\ .r , .:J ~I co ~ 00 ..> D r- ') .' ,;.: "',' .;:, .: ; INn: III ~ I~: J!';::'"'''''' '''';'/"O'd.:.i;;...,.. :"~R:~,II "I >''')'';0''''''', r-,." ~ \.1111 III ~ 0 · l ~'!> . s' CONC. / ~ uo / ~ · ~ ~~ 0 ~ :illJEWAD\(lYP.)-T.... s' CONC '/ m I ~ (-~ R1(~ .... ... - -,e SI )~AUt..OYP.I--' w ~ I 20 1 ' 1 ' rr ~ - ""'" ~ ~ ~ ,'~ I~.fd : y2"r tv iol gJ ., ..J I >~ @ ~ · R3~ L. '19.45' JI~I 0 i:l 12' 32 20' 5.33 @ ~ ~\ IlRl01~ I- VR10' 20' . 12' '12' ~ '-i \ R1~ 11.33' 10"~ 1_ ~ _ i"^-""" &D- (lYP) (TYP.).... L9 1(TY1.3p3)' -Hi- - ~ ~ V - YlYPE "-" CURB & GUTTER ~ --.:. 1 - f~ ~ IJ .t R1~ - ~R10'1 ~ 00 - tl...f ( ~~ ~21' R10'~~1 , 0 iol .\ _.., 'r-,." r-,. ""\.111I1" I ~ ' > 'ii! if. ;t; \ti:ii j ~ J r) SPECIAL PAVING > = 'I- 0 iol {C (~~~ .Jr. l.,f f0. DETAILS ON > ~R1}.- 10' ,- VR10' ~R10~ 11,/)''7>'<)/// ARCHITECTURAL \ I (t (TYP.) N Rl0 "'-/ ~ >z"":zjYzj); PLANS '8' .... L7 I _ _ );Y':>>>"\.21/) j II 'V f 1_1.33' ,0 N 11.33' R34' 7'7\-\-""'0-\-jjj>>. ' (TYP.).... _ ."" "", '" "" '"\.s .).. '\ JR10'r ,- ~ Rl0' Rr '<<(Y/)',(;(~ ~ ;" ~ ~,1_ 0 iol I;.M.... ...... 1 ~~ r1. - - - A r ~ 1. 20' 12' 12' I 20' ~,:.l I L! ~ ~ .n,~~!;,,, :~Im III I ~ J~ ; "" 7ii~ ~)} PAD _00 0 I '.~ 2,500 SF I~: ~~ @ nl'~V I ~ \. '\.J.A. A 18~ 2Q' ~ rr; ~ R~~~":22.3'~ ~r-t' "">- '-~-v~ ~ - I .JQ\-.-JR10~ R~'" ...... i-- N "'-- '- i lT1."1 10 \.. FUTURE ACCESS POINT R 10 Y""" -v-"V""V-v' ~ ,..... ~ ~ 1::1 L2 l t:l L3 ':- ~ -- /~ r0R~ I~UTTE ENDWE OF: -ru~ - \ w / - .~EGIN 380CF RE1AINING WALe- N BEGIN TYPE 0 dlrRB" \ (DESIGN BY OTHERS) R35';' ~ . r- r- , ArJ ~~ _____ _ _ ,. 187.34' 21.34' \ RETENTION 1 .25 ACRES 1 J 6 ~) \,,~ <> 16 18 C\4 L20 23 -~ ~SF ~ ~~~~,~~,,~~'- ct ~ <:) SIGN LEGEND & STRIPING NOTES 1. lYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. SIGNS NO TEXT OR SYMBOL SIZE R 1 -1 STOP 30"x30" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. . ~~ LL (f) I '1 ~ i I v ~I ~ N L() ~ CX) C/) CE0 ~4 0' 40 ~ I SCALE: 1" = 40' 80 I :'~) .1., LEGEND SF PROPERTY LINE SILT FENCE CENTERLINE ',i '., -..-----..- /... .._....._~h._,._.u.__. l. EXISTING FENCE GV @ ~\~ '\\\j ZONING CLASSIFICATION PARKING SPACE COUNT 25' WETLAND BUFFER AREA . .:..:.... I" . .... . . : I . .... .... >.:. I WETLAND AREA I I LINE TABLE LINE J.f~llTJ;I BEARING L 1 ( 46. 11 J S07-00' 49"E L2 -42."08..... S02-31 '54"E L3 284.54 S07-00' 49"E L4 100.06 N82-59' 11"E L5 341 .24 N07-00' 49"W L6 400.43 S82-59' 11"W L7 174.00 S07.00'49"E L8 283.00 N82-59' 11"E L9 182.00 S07-00' 49"E L 10 116:67 S07-00'49"E L 11 116.67 S07-00'49"E / .... l12 v 424.00\ S82-59' 11 "w ( L 13 98.3.3 ~ S82-59' 11 "W_ I~ L 14 OMITV" v ... l L 15 10.43 S38-05'31"E ~ L16 91.92 N75-16'19"E L 17 244.57 N07-00' 49"W L 18 71.45 S82-59'11"W L 19 40.22 S62-10'52"W l L20 41.15 S07-30'04"E ,_ A. .A. A. .A....A. --- - ill < ~ ~ CURVE TABLE LENGTH RADIUS CHORD CHORD BEARING 18.07 32.00 17.83 S23-11 '18"E 319.41 207.78 288.88 S83-24'07"E 16.99 32.00 16.79 S67-46'22"W 34.56 22.00 31 .11 N37-59' 11"E 34.56 22.00 31 .11 N52-00'49"W 34.56 22.00 31 . 11 S52-00' 49"E -v V".",.....".. V "V" V v Mli"""V'" 'V v v "V 'V"" 'V "V"" " ~ CURVE C1 C2 C3 C4 C5 C6 /~ . ci yo ) ~ C8 11.63 > C9 14.36 > C10 78.54 ~ C 11 10.89 C12 59.70 C13 77.37 ill"" C14 133.48 1 """- - - - -- .A...A. .... ~ -- 10.00 10.00 50.00 30.00 30.00 100.00 250.00 10.99 S71-24'36"E 13. 16 N34-07' 45"E 70.71 N52-00' 49"W 10.83 S72-35'02"W 50.32 S05-10'31"W ~ 75.45 N29- 39'58"W ) 131.90 S22-4~'48"E It.. A. .A. It.. ..... ^- .A. -^- ---- -- ( I ~ .A. - CJ) t-= z en 3= ~ w ~ o N I~ CX) ~ '9'- '9'- ~ z w ~ ~ o u en C) z ~ a. C/) a::: w I- Z ~ LL o . . CJ) z o CJ) ~ a::: '" <0 L() V rt') N '9'- ~ <:3 a::: w a. -' L5 V> c ~ ;rr C'-I ::I: c::>> .-4 I- (.) C) " :::> en co-..I to ~ ~~ Ln u:; C: >- c:::>> * 3: ~,~::I: Y w ~ ~~ ~ 0: ~ ~ I- o Z ~ a-i ~. ~~I ~ t !~ ~~. (I) O:::~ 00 - ~(X) .. >N iCIJ ~; c~o S~~8 (X)m .. I · 8 en .. ~. t; ffis: ~ OJ Z 0:::" c ~ ~o~~ 0.8 x.~ ~ CN~~ ~~~~ ::::p'') .(I)~o ~ :' I CD ~ ~2i~b LaJ co U ~ Z "":e (;~ S u I ffi~~o ~..J ~ g 5W ::J(X) (1)('1 Z(X) 8N III .:-: z w :J U u 0: ~ ~ I i ~ ~ 1~1 ~ ~ ~ ! .. i ~ ~i ~ i ~ J ~ o w a::: I a.. CJ) o ~ :" N 0 o ~ o 00 N T- N :c 0 () N a:: .0 ~ ~ >- CD U) ~ 3: -:l ~ . a::: '-' z W t- O W J o a::: a.. T- W --.J W () ~ CJ) 0 SHEET . J o Z a::: ~ 0- 0 4 ..: en ~ "'0 . C o a.. Q) en o c o L- a "'0 c o en c .- "'0 o L- ~ en c 'S; o a.. .- o +J Q) L- V I"") V L() o ill I III I /I II ~ II !! :/ 'P IUi~ r! ~ . ('J."t--top =29.02' / ~ '~ 18" rc~,l; I ~::~~ l~g~: / OJ; I I d rpw)\ I ~ ~ I \ TRACT C ~r----i- ~ li!i I w.inv ~17.17' f- <{ ~ THE DRAINAG PROBLEMS BEEN opproxin\lte (STORMWATER MGMT AREA) If / I I / ~, ~ () () STONE GABL LOTS 1 - 7 AN THE top of bonk_N lei -, __ fl\ r / <( (f) 6"x8" S~OTS TO BE PR VIDEO IN PROPOSED SITE WILL BE COORDINATED \ approximate '/ 0y / / /;./ )1 / ~~~,,~- _: '/!/L . ~ ~ I ~~~f~~ RWt~~T~~gT~~~Di [gCATE I DURING CONrRUCTION I I " ." '~~~\oci edge of water --:::==?,,~;j~1 ~I ,// i ~ " CLOSED " - ~ /' / _'.1 AT LOT lLlNES FOR DRAIHAGE (TYP.) L() (() ~ ~ '\~'\ ","" __ . - . _ _./y ./././ / f!j ('1 /: / "" '" "- '- ~ - - - - - 20- - - - ./.Y ~ / 7 I \ ~~ EXISTINNG STONE C?ABLE CIRCLE_, ~~:;,;/' //'~----~26--___ Z I ,..... I '" I t') I ~ I ~-j, ----~ 1 I "~--=---==--::--=---=-~~-=-22 _~_..:->y, --' /,// 1/ I I ~ M~~I: , ~~ ~;::/./""/ ..b. - - -2/}L ~ / ~ _ _ _ _ -_."- ~ ~ _'2.&- '''~ cl. \ I r - -==. -==- -24- ~ - " ..-:; / I I I ~ ~ ./: -::;:...::::::. -:::::..-=- .::::::::: .::::::::: -==- -=- - ::= :::: - - - - ~ /' "", ....-- ....-- ~ -- 25--'-' . -- -- -- C' \ I'V \ Ar--' i -- 1,. /' I I ' '" '-- - - - - ~ ~ ~ ./ ----, "-~ - - - - ./ ' -- _ 23- - -' 'c,. / / /-) I 1 0 --' I 1-', '.'," --- ----- ~ \.... ~ ~ ~.. V" vl!!3- :::::..' _ _ _ _~~ v-___ -...~ ~_ _~. _ _ I 'l::t ,// ':::. -- r.- ==- :- -=-- ~ ~ . / -' ~P.RIMAt(Y U~ERDRAIN _ ./ _ wood iiOwT .., ~ii@~"""at2.25'-- I...\. ~ -e _ .80 con<<.~is-':- :"- ::::: _ _ -= '":::-24- ? ">- = = := = = = = = == _ -=-_ ~ _ _./ - - z-:-_~- - -.- -=- _ .......... _ _ _ ~ \'J.,\ / /' _ \ \ d I( --' , ' - ./ ~ / /........... ~ ~~ 24 ~ - ~ f::L ~ lM} ,_ "'~_ z '/~l;'( ", r...oo. - 4-~ ~'I. ~ C~ - --if - CO '-602LF LANDSCAPE BUFF~R WALL /~L::__23- \ --_~~. -- ;' \ h, y \~ ~ :ii',": VA(i~~~.rrYu.~~~~ ~~~ i Vt (DESIGN BY OTHERS) f'~ ,,"," . ,.~ 18 /'2.y~./--,~-22 " \I~." ~~~:0~}::Y ; .. i ::I:kAnCrr:lt K-f1:'.~ - -,,^--_'~--G~;\~-'~ ~~, .~~l ~"'- _ _'~\~;-""'-;~~f<--~".'----r U~ /_< -2').--- - ---- '_ -- 16-~ _'2.y-'" // ,\ ~" ~~l;~L\\ _-,---.--- -c 2 "8 ~ '" N N 6 '" ~ _./ /./ \ 2:'~ 4:' /'i \ \\t / ' \\~ \ r' - ~ 0 ,lll"'ll Iii \7:;: J v ~'# ' ~'i;$. E I ~. I--~ ~ ~/~ Ul ./././~~~.------ l , ; < 1~1' I ~:.. ,,~~;:~/..:....!IIIIIP~-"~II)s )FF=2~fuo [I) p-\ ,'1" ~ c- > ~ T I ...,..,.."...', 4:1/~ 2:1 / _./ (~E~TRg~A~~R~~TURE 1/ '\\,\/1 {~__\~\ ~ i W I!~ ~ I ~ 00 '::.::: ~ >-Z~ !~~. ~ FF=25.00 ,+-.. 1 // f~/ / __~ SHEET 8) ,-.?J ~~ I i ~ I 'I ~ 0 .. f '" I" ~ Q:ll2. '". 'Il(I I J : , AY / "- ~ _ _ -20- - - ) I~'Y./ I 1 i ~ II; ~ I - ./-, ~a -^~j I .~ I( ~~~rW,f, _ c~ : r.>:,~--1A .. . / r~ 1 / "'- :/6'- -;:; ~ V\) { I j "lIJ' I; lri?5 1 t\ ,r ~ . I' "! '.,., .'. 8~ r ~ 1"''''- E ./ ~ rgl~.-~1.'lC ~~ 'L u~ Xi ,.., / / "-,,:1 "/ ~ / 'X) I I .. '. :~)L i ~~\;~.~~ ~~~ I f\ ~~,ij \ ~~/u : _~ \~. ;/. ~ E _./././././ ~ r-,t~.r."- ~Bf~~~~l;,t ) ('2.0::. 7/ ) 16 ~ /. A 1\\ \ \ : Jj; ~I'. )-~ __~<l(~!__...J \', . '.",..!.. ~_?O--~~ ~.AQi::;h>_ Il.~~,.""',.,.::i __ ~_J~ _J '-18 ~ ~..- ,,~'if/~-r I ' ~ I' ' D.. 7' 1..( ~ ~. - ~ - .. . ........ ~ 04 - - _ _ _ _ _ _ _ ) ^ I \ _~ _ '"l.! ~ _ ... \ / /: .... \, hdwl \ \ c , -'~ "V"~,.. "'~V~""V" --.. ~' ..... - (, i :.:. \ /\0/ ~ ~ -- ~./ \mv ~10.96'\ \ .... 11: I. ....; )ce:~y . . .~.~ t-- ~.~ -2 .- ~ D I \ " ! i "" 2i~ / ./ ,/ , -- 22 ~ --+-'~ ~\ / /~ ~ ~..,- 21 -- .a :..------ ;-rij --:~J ~ ~ i , w.inv: ~8.:9' ,/.. I. :.:\~.~~::...,JIN'J~I lLJ. 1l1......:.:/~,.....:.,;;.;....::<'..;.,IHll~tl1!~I~:.o....;.:.,..,'~r;'lIi~ ~./ ~ /'-'- /// '(L'; .\.'l..")'\..'\..\.\..X-.\.. &~ ~~~ ~ 0' ~WALL ~NDI ~: i !--, :18 ~c~_ I ./ ~"J . ~ - ~ ,,~ ! / 1 ~ ~JL W\fIHP; (I ^ - - - - - - - . ,- ,. - ....... BAFFLES RER IFDOT ~ : cb i ~ : l.J... I ~ ~7 ~ ~ ~~ p.1:"lI;I '~-',.:1.CL...0fUi._.. \ v " '. ,0-1 D ~.... # 2 ~ -+.... \ I ~ III' I (J)__~ ~HP ~ ~ - ~~ ~--<<'I.YQ1 ~ - rJ '-,.,. -- - - J- ('.,-<:- _2\..11,-, -' _ _ _ _ - ~ _ 'in INDEX 161 I (~R D~ : OJ.: -/~--~--- --------- I -~--- I.t'-~rl-- .' J' - "'__ FF=~5-JOO - >.~~-.-. _ ~ --,1.. -=-____ ~ INV 16.80 .... ~ 'f:5~ 8 11'1 J ~ ~ ------ -.-- -I.. >-zl , ~-J.j'" . - , --~ J--- ~ /'/ _ .J.,~-= ---- _ __ ~~ I I " :5~~( I'I · '[ l~: ,:'" l~ ~" ~~~. ~~Vli -'---I '-.. 2 - V~' - - 1./-.- '^1 \ ~ "''\ ~ I I I c.:> LL I" - r . I !~i' '~OO) I ./ ./ ill 1 I I " .1 Q g, \ !5 / ~ i . I ,"'<...... > ~ Z ffi Y . , ,. " "II "- "-I J I I - -'" i", ," ~ '2. V I.. / ) ~ ~ NOTES ~- / 1 "I .,. · ~/ :; ~ ~ !' ~~.( JJ~~ ~~ ~!!)/ ~~y '~.1 / - (" ,~". . I .: / _ _ - ~ ~a / ).)iL ?"'HP1" I I \ \ ~ 1. ALL CURB RADII TO BE 3 FEET UNLESS OTHERWISE NOTED. : ; \ ;: j ~~;, ~. /~ t -. ' ~ ~ rd, ~ .', I . v - - ---'.:1 - FOUNTAIN L r:'s-\ ---'~ ~"::2z~~:"~./ \ ~ 2. 6~LLE~~E~i~~~~I:EN6~Eg.DGE OF PAVEMENT \~ · "-" ,n __......,:c .., --. "'^^-- "" .', ~ }l~ · DETAILS ON 1,;,.-. k~.t.;>1 ~20 , ~ . ': "I~ ~ :;. ~ J ~ : /, ~~f,'. ....~.. -- - -/ / __ __ - ~~ '\ ~ ARCHplTLAECNTSURAL - ~f:~' 'I J i ~ I \ 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING &! - : ~~j~./ ~ ~/l~~~i., ":: (;~ ~/~sf'~ I~~ ; ~,:' )e;:"~_iT' ) __~;~t1:kl~~6\Jt~~A:,.~.:T~~R~S::HICHEVER " J Ii CO'I_I il\ ) J-' ;li 'I~~/ ..!},.<i..-....:~~~.HI~I I ~ · --_J 1:',:;-- I I \ ~ AC4."REFERTO~SHEET'V10FOR~U~NDERD~IN~D~~LS CURe/ CUT RAMPIFER I i zl ~~) lr i'-4::'+->! 1 'Y' ~~:', 'SPECIAL/~AVING )/'~-.-J I ./\ 1\ ('I _~--^- -^-^ FQOT INDEX 04, ~, ll2 i"") II!. " ; /!' 1\. 'DETAIL? ON _ _./. \ \ .)~ ~ ~ ~ II II ~llr I ~o · , ~ fi; ~""-' ~ dr'-L/ .Ai'J' (/UUU PLA ./ ',...1 - ~ \ \ r~--=-~~ /I /I tJI11 I ~~ I l~ < f!JJ "R.o~~ v./ VoP"_ N H,~/L ~ d "'<::::~~~<:77~ / ./F-r~5.00 j ~L ~ \ \, '-_ " " \//: I I ~ I.m~ J. \);lV~~~"'V~~j ~ ~i ti; I ~ ~ ,{{{{{{.....g{{.{... / /Jr}" -...,.c>t;P ~ ~ ! ~ \ \ \- __ ___ ___ _ II ); I ~L) / I ~. ,0.. ~ (I ~ ,W<V<//,(/~ ,-,. /' "- rJ. ~ ~~. I \ \ \ " I, I I COJ! I t' ~:If ?(' 17' / [ IVI,., '\.W'" / <<A'A rT , '1 :v!,.;-~^o \.. _1(L ~ " " : j - ,1" ~ ~ ( ~. ' ! "', ~ /.. ., , / _ j, l L I C'v: -:r- \ " III '1'1,111 ~ Ir~' ~Ll~! .l, I i ~--Ij~ / 1 .#V~~~ / 1 I I ,;trIJ-~. x>- ,1;(1' 1"- , rt - - - ~ r I 'V ~.7$' ~~ 'fA ' \ II 1\ "I. II >- 1\1 !r' 1} ..~g ~v .,:11 '\ ;' / 1 .:~/ ~ ~ ,. -, 1 II II III; II h , /..... .. ~..,)>.: .' _ / 1 / _ _ _ .A.. K.. ~, ~ _-I\. v- " ' II I'l,'! N /. ~~ ...Y T - - - -- -../ ./ ,,/ / /' rJ' :i~'\..t\, ~'/,)y,() ,11 -r+lr-R ,'11,1,/ / ~.7 ;; ~"" ....-- /'.../ /' / . '. g" > ',~ /:"'~M' // /) 3 VALLEY GU In:.) ,/m""IT ) /':~BT: FF=25.00 '''-._,! Ff 25 00 /' FF=25.0" ./ '.' ';\.. / & CU~B RETURN fPlER' V. r-lJ fZi& __ - - :? /' .../ --- \.Y . '. , FOOT INDEX UIlO.- -~.: ~ I ~t ~,~,i...".:...V ~ ~" JL /' ./././ / ~.:~.".~~'1(. . /A, " II ;~~'i"~ - ~ ,;.y- ~!J / 1 Y 1 1./ \ ~ ./ 'I,' II :.! I ~ ,A'~r A r' 'v-~~ .j'~. !.~/ \.. \ K"l...... _~ ~ II '16 'V\,_ ! I~""V v-[\.. ' ,... _ /'_/ ~~1Q'.' II II : ~ ~ ~~~.. -"""'~'L~ ~~ .'~~ _':"':_:v:__*~ :~~~~=U,.-'~T"';: AYY ~,; CU~~ CUT RAMPilPER i l>~~_~~/" 1t'~~I~, ~ '~~R~~CESSPrnNr ,~~~~Ar3~~~ERS~ ,.. . WOT INDEX #1304, ; ~ 1\ .C"~ \ \ " 7.; !-!J"~ , ./ -I f DJiTAIL CR21 ~1Yp.)-...... '" ~ " ' "'-.... _ u u ~"J.. u u. 1 -") (\.' 'I II" III~top =25.67\ "'- "'- "'- ~D _.....A ~ ./ A J>. .A _ ~ ~ .... .A. 1.~.A..A. 1t...A.. J =H~ n.inv =19.86; "'- ') / -7 ~ -\~ \ " cb II. '! II e.inv =18.68 \ '., ,/ / .~ ~ / ) " II 18 rcp I! I I w.inv =full of <l!,rt i;>, 'l- 'l-" 6D/ - ,'6 --' " u. " II! d II' l7 lJ.. " O:x:: 1/ ili U I 0 :x:: ~- ~ /:\ SOD POND SIDE SLOPES ~ ~ rMl~~.g,)Za DOWN TO ELEVATION 16.00 ~ ZM1,8~T. : BERM 28' 20' VARIES I 20' 28' I. BERM. ~c3OPE V I..a...... I EXISTING 1::..~~ELEL~~'1'060'0 ~25YR-24 HR STOR'" 2070 (INS). 2069 (s.J) be'." I'~..!,' .-p. ,.. GRADE WSWT EL. 18.0 ! u~ 24 HR STOR" 1Q 72 t (> - (> 10" STABILIZED UBGRADE FBV= 75 PSI ) COMPACTED TO 98% \ MAX. DENSllY PER MODIFIED PROCTOR l) /." 'I II /I 'I II / I I I I I I I I I I I , I I II II W ~- /I 1/ 1/ 1/ control structure top =22.84' 6" orifice inv= 18.60' weir inv =20.34' 24' rcp =11.68' skimmer =22.84' 0' ~ SCALE: 1 tI = 40' 40 II STONE GABLE PLAT PB 54 PG 7614 I i j LEGEND ;r SF 80 j ....--......-..-.......... ^ ..-.--.-....- PROPERTY LINE SILT FENCE CENTERLINE EXISTING FENCE EXISTING EDGE OF PAVEMENT PROPOSED 1YPE "0" CURB PROPOSED 1YPE "F" CURB & GUTTER PROPOSED DRAINAGE PIPES PROPOSED GRADING BREAK LINE PROPOSED DRAINAGE INLET DRAINAGE FLOW DIRECTION PROPOSED SPOT ELEVATION TOP OF SIDEWALK SPOT ELEVATION EDGE OF PAVEMENT SPOT ELEVATION EXIST. SPOT ELEVATION MITERED END SECTION INVERT REINFORCED CONCRETE PIPE HIGH POINT LINEAR FEET ZONING CLASSIFICATION WETLAND AREA 25' WETLAND BUFFER AREA SIGN LEGEND AND STRIPING NOTES STRUCTURE lYPE 0-1 lYPE 'c' INLET (FOOT INDEX '232) lYPE 'c' INLET (FOOT INDEX '232) lYPE '0' INLET (fOOT INDEX '232) lYPE '0' INLET (FOOT INDEX '232) U.E.S. (fOOT INDEX 1272) lYPE 'c' INLET (fOOT INDEX 1232) lYPE 'c' INLET (fOOT INDEX '232) lYPE 'c' INLET (fOOT INDEX '232) lYPE '0' INLET (FOOT INDEX 1232) lYPE '0' INLET (fOOT INDEX 1232) lYPE '0' INLET (FOOT INDEX '232) lYPE '0' INLET (fOOT INDEX 1232) U.E.S. (fOOT INDEX 1272) ------- -----g~----- EBB -"\.r\J"'- f2J&lJ--. /IDI5J ~ -\-10.17 MES INV. RCP HP LF @ ~\"'~ "'\"1 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. 1YPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. SIGNS NO TEXT OR SYMBOL SIZE R1-1 STOP 30"x30" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRUCTURE 10 STORM DRAINAGE STRUCTURE SCHEDULE / s I i (t ~ r- ~ 'if 7 rjfl i r / / "'-",- / ~ / .J r; 0-10 ............ 0-11 ............ ............ ........... '-, -- 0-12 NOTOO' 49"w ~~y Je. 0-13 NOTE: ALL INLET GRATES TO BE FOOT TRAFFIC BEARING. 15.00 A ------------~ ...,.--y- - - - --...;-- - - - - - ----- 15'MIN. .-18" MIN. HEIGHT M v--v- v-v-..,-y-'" LANDSCAPE (S~D~~~~C:~~ lYPE "0" CURB [1 1/2 n lYPE S '" ASPHALT I EXISTING BUFFER PLAN FOR LOCATION) A ,....vol ~ I SR 43i4 ~ . SID;:WA. LK ~1 w.x. J:1 3: 1 MAX. SLOPES ~...D l'iP,.... ~ ~ 'M'::.:..JJ ( ~ :~ \iJX Y'i1\ . . ~r-<.'<<.~0('0<.~~ CONCRETE J .:1.4. . . . ..cl ~ , ~Y'>>');:0,>>,}:Y~' ~ '~"):W~>>.'%>>>~~ ~ SIDEWALK fc::'.'}',;-, -;.-:..::, ~~.:.: .~ ... ~ ~: .:...~: ",..,2 c.,: ';;.;"~'."':..<J - - I - ti::.':.!.........-..:.....-::..:.'....~:.:r~;.~~"i~:~~~::.;:.....:::;,..............:." SECTION B-B 12" STABLlZED SUB-BASE 8" SOIL CEMENT BASE, 98X BOUNDARY GRADING ) FBV=75 PSI DENSllY, AASHTO T-180 A \ COMPACTED TO 98X --^ --^ ./ /:\ N.T.S. 1 I MAX. DENSllY PER - -- ~ a ~-:.~ MODIFIED PROCTOR TYPICAL ROAD SECTION V "V" "V" V --^ VARIES Il.RETAINING WALL -- ~ -v-v- N.T.S. (BY OTHERS) v-~ V-V--V-v I rEL. 24.0:1: DOUBLE SILT FENCE Je. 30' BUFFER AREA ASPHALT / EL. 20.0:f:~ Jr 25' 6' BUFFER WALL D~1~E ~ --+~.~: ~'. '. 'I WETLAND BUFFER ) ~V'6"X8" DRAINAGE SLOT -~ ~ ~~~,<~J '( ~~~~~~~ % : I ) (> ' TYPE "D" CURB ~ ~~~~~~~.. I I I",-VARIES <.., :,: MATCH EXISTING GRADE .~ ~ " 'J);Y~~~. ~~>>>~'lI\\'" < ? rt<<""?'>r. >- Fl(I~1 GROUND t ~ 8 WATER LINE ~.<<0.,.. -";...'~~~~~~~~~~~- ~~~~.~.~'.~~~~~~~~~~~~~~~~~<<k~~~~ ~. -< 3 //,,/"/,,//,', //'~'0:'<<:<~,<<,<< A //".14" .,' .'. /(0,/,,/, //, /, //ffi'k' :'J,.//.w' ~ / --^ -~Y,F MIN. ., " ,,>:,-,,> ' I ..,' ~ _ _ _ _ 1 SECll0N C-C RETAINING WALL SECTION E-E BUFFER GRADING ~ N.T.S. N .T.S. ~~---^- 822.36\ (C) \ "'- "'- "'- "'-. '-.... ~ <;l 0-2 0-3 0-4 0-5 0-6 0-7 0-8 0-9 RIM/ TOP INV SOUTH WEST NORTH EAST 23.20 16.85 ,r---...r ~~ - r ,1.!.~0 20.55 I 2O~U.D.) ) t) 16.16 16.16 \., 20.25 20.25(U.O.} 15.55 15.55 ~ _~ ~~- ( 20.85 17.65 20.85 - "'-[\ 1~- 20.75 20~;5l~~O.l If - 17.~--,,- -A ~/ 23.20 16.50 23.20 23.20 23.20 23.20 23.20 23.20 16.75 16.75 16.75 23.20 16.14 16.14 23.20 15.74 15.74 23.20 15.32 15.32 A STORM DRAINAGE PPE SCHEDULE FROM TO STRUCTURE STRUCTURE UNEAR FT. DIAMETER MATERIAL 10 10 OF PIPE OF PIPE OF PIPE -- "V - - "'" -10" STABILIZED SUBGRADE If RETAINING WALL ~ L (BY OTHERS) ~ I l' EL. 24.00:1: ~ '~. i AS~fb~\7~' --f1 ~~--~SILT FENCE _ 6" ~~ ~~ ::~-- .. FROM PROPERTY LINE ) ~'$ '., .q---VARIES TYPE "0" CURB-J ~~'. -=-"L~.l1\ EXIST. GROUND ~'0' ~~~~"~0-"<'~ c::t./)y ~.' '%'0~~~~.~~~ ... '. I .0>25%>~>%~' //"Y/.\,Y ~~y RETAINING WALL SECTION D-D N T.S. .A. --^- -- TYPE "D" CURB ~.~ tJ.,~ EL 6.00 SECll0N A-A POND SECll0N N.T.S. ~ ~ f5""\ 11 3 18" ( W _ > 19"x30~...1 r~ ~ '- / , "-~45.. )} 30" f 1 fa ~~ 185 24" ) 116 ~ 205 ~ 134 I 30.) ~ ? 30. ) RCP l 87 _) ~O./ ~-- 37 0-1 0-2 0-2 0-3 0-3 0-4 0-4 0-5 0-6 0-7 0-7 0-9 0-8 0-9 0-9 0-10 0-10 0-11 0-12 0-11 0-12 0-13 CONTROL STRUCTURE EN DWALL SLOPE OF PIPE 117 RCP 0.3" RCP 0.3" ERCP 0.3" RCP 0.3" -- RCP r 0.23" ) ~ 0.2" < ~.23" .J 0.3" RCP RCP RCP RCP 0.3" 0.3" 0.3" RCP 24" RCP 0.54" en .-: z (J) 3t ~ w ~ a N !~ <Xl ~ ...... ...... (/) t- Z w ::E ::E o () (J) " Z 0:: a. (J) 0:: W t- Z 3t l.J... o . . en z o en ~ a::: '" (0 ll) ~ I") N ...... ~ () 0:: W a. -.J LiS (/) ~~' ~~.... u C') '" t- en "" 1.0 5 ~?Ii. lor U; :r: 7'>- 0 * ~C"'\,~g~~ o ~::E -.J ~ ~ t- o Z ~ :j 4lIIC. t t den 2: a:..,. - ~~ .. N ~co ~; c~oCO zgmo ~1.L""'o YJ COO) .. I · 8 ~ .: I; ffi~: ~ m za:"C ~ ~o~~ a.. 8 x .~ ~ CN~~ ~~..,.~ ~t') .(f)::l'O : I ~a: 0) II) ~ me:; "8 ~ ~r::'~ I ffi~~~ ~..J ~ 8 ~w :..J ~co enN Zoo 8N III ~ z W --1 o u ~ a: C C r 3 ~~ It I ~ g~ ~ i ~~ ij : g~ ~ ..> ., Hi z ~ a..:~ b ~ I- ~ =-- w o w a::: I a.. en o v II :: T- N 0 o v o 00 N T- N .. 0 :c N ~ .0 <(~ >- ~ . m J o Z 0:: 5; a.. a Ul ~ 3= ~ ~ . a::: ~ z W I- o W J o a::: a.. W --1 W () ~ en a SHEET 5 I._~:,;"l 1+ f".... 1--20, R Or As Shown On Pions ~ Nc 1" '2 Exp. Jotnt L~C --i'L Valley Gutter .. 'I Curb And Gutter 1r- PLAN t {~ I~ 1'-10" ;'-2" ~I~ iC* · '9 ~]-- ~f~~~* ;'-0" SECTION AA 6" /' -6" 11~ r- c~ ,,~ ,'"\; I~ <=> ~ -' r-'-, ...... ~ ~ .L....L r 0' 20' 40' ~ I I SCALE: 1" = 20' DETAIL 1 0' 20' ~ I SCALE: 1" = 20' DETAIL 2 .' Ol ~ "U C o a.. -+-' C Q) E Q,) > o L- a. E Q) -+-' en I \f- \f- a o -+-' Q) L ~ t") ~ I <( L() o " '" 40' I A NOTES DETAIL 2 1. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND THE CITY OF WINTER SPRINGS LDC. 2. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS TO W I FOG - F- Y 3. RELOCATION OF EXISTING IRRIGATION AND LANDSCAPING TO BE COORDINATED WITH, AND APPROVED BY, THE CITY OF WINTER SPRINGS. 4. CLOSE MEDIAN BY: - REMOVING PAVEMENT AND BASE FILL/GRADE WITH SOD - SOD ALL DISTURBED AREAS DETAIL 1 ::.:,,r.1:...-;::....- -:; _~__.,r._ - _....":.....-=-:.l.-J)"~ 4~ - ,~.-::;,;;..:~ II .; ':/[$] _ __~ __ _.~. f 'I . ~ ---, ---- 4 KEY MAP N.T.S. l I' -10" I' -2'* _I ~~ L 7f Sfd. ~ 6" Min. * .1 ~ /'.. - -I.... l.O 5'-0" SECTION BB /'-10" ~ ~ 1'-2" ---r /" ..-- 7 ~ Std. 6" Min. * --1.. 3'-6/1 .1 SECT/ON CC VALLEY GUTTER * When used on high side of roadways. the cross slope of the gutter shafl match the cross slope of the adjacent pavemenf. ~tJe thickness of the lip shall be 6", unless otherwise shown on plans. - VALLEY GUTTER FDOT INDEX #300 LEGEND SF PROPERTY LINE SILT FENCE CENTERLINE EXISTING FENCE EXISTING EDGE OF PAVEMENT PROPOSED TYPE "0" CURB PROPOSED TYPE "F" CURB & GUTTER PROPOSED DRAINAGE PIPES PROPOSED GRADING BREAK LINE PROPOSED DRAINAGE INLET DRAINAGE FLOW DIRECTION PROPOSED SPOT ELEVATION TOP OF SIDEWALK SPOT ELEVATION EDGE OF PAVEMENT SPOT ELEVATION EXIST. SPOT ELEVATION MITERED END SECTION INVERT REINFORCED CONCRETE PIPE HIGH POINT LINEAR FEET ZONING CLASSIFICATION ----. ~ _.'._-'--.J; -------- '( _____._ -,t .____.. -------------- GB ........................ am ~ ~ ~. ~ ~ 1 0.17 MES INV. RCP HP LF G0 WETLAND AREA (/) ~ Z Vl ~ ~ w ~ o N o 00 o ..-- ..-- ~ Z W ~ ~ o u U) o Z 0::: a. U) 0::: W t- Z ~ lJ... o . . (/) z a (/) Gj 0:: '" (0 lO ~ ~ N ..-- ~ U 0::: w a. -.J L5 (/) ~~, [)~ " I- u c::::) "". U') C"lo.I LO 5 ~ Ion ~ ~ >-C:)~ 3: ~s;::: ~ td. u.i Q :soa.: -.J - ~ ~ > I- o Z g .J I ~ o Cl)N Z ~~ irr.f ~ J. Cl)g N 0",08 ~...J~o I.&..CO(J) . I e 0 ~ .: lfi ffio:~ Z~~ c ~o 0 ~ ~O.:fj :. ""0 ~ ~~~l ~~.~ :;:)", me ~~~ ~ ~!8 ft: Z~_._ 61JJ~t:= I ~~~~ ~..J ~ 8 51JJ ::)co Cl)N Zco 8'" III .:.: z W -.J t) ~ g ~ ~ ~ ~ o lL W -- ~ ~ ~ ~ ! IE ~ Q i w~ .::i z Fa!. ~ i ~~ o w (k: :c a.. (/) o N ::11 N 0 o ~ o (() N ~ N o G N a::: . 0 <(0 ::EZ >- CD ~ Ul ~ 3: J ::E . (k: ~ Z W t- t) W J o (k: a.. W -.J W () ~ (/) 0 SHEET . J o a:: a.. Z 3: o SA ," /I t t II /I It II II It t I t / II II II II 1/ Ol ~ "C C o (L g :.:; :::> o +J ~ V ,.,., V It) o , .::: ;,;;, .' . " III o o o 1/ II 1/ It It /I ~I/ II It It It /I II II ~ '~ ~ o 'Z "0 c Cd ~ o z C ~ ~ ~ m II I , , 1/ / / ( 1" IRRIGATION CONNECTIONc;',r..,';'" TO BE RECLAIMED WATER' 1/,,\;, ')(if. / I~ I ON EAST SIDE OF STONE I GABLE CIRCLE (SEE \V l : IRRI~ION _PLA~S) _ _ _ ' ' V I I ~ II ~ _I f \ //' 'i --I I \ ~ : ST(.I)NE C~BLE CIRCLE; ~ ~ ~ 'I'-' , " ,~~ ~ '1" WATER SERVICE E- .L ~ '. _ _ ~ ~ ____. ~{C~FrO~Sp~EVENTER ,-.-.......--. ';.,~ - - -~ - - - . '..'~T~=tA~INr /"" =---j" WATER. MAIN 507.00' 49"E '""' I- () <( 0::: I- roW Q. 1-<( uu <(en 0:::0 I-z :s 1 ,.-1 STONE GABLE PLAT PB 54 PG 7614 / / @/ , , ,...,~ I \ TRACT C (STORMWATER MGMT AREA) CORE DRILL AND 0 CONNEC ~ ISTI~SANITARY SEWER MANHOLE I NV 1 4.72 to / ~ \ ~ r--... C"'-l XIS~. 15' UTILITY EASEMENT ~ ..... " I r- I ,j ~ -', If) ~ i "~-. A.,..~..I ~ : I; 1 II ;;'1 II' / ~ I ;/11 6 T!' :t::, ~ 1/: !: II : ~' '::::';;~: :~~ :: I a I II ~ ~ i~ ~ij It I , l' t I I !i III : I [' III/ I Ii II ,I"" L,o"m, 1~I'i ~:2S~'rm":~F<~ / I{:: i +, il S / /' ii'i' i!I'I" I ('Ii / i :' ::\\11 f;' 1;1 II II If i ! ',U, I ,; - - = - --: !i X Ii i! i: "1 j J'I~' I\;~ I! ~;,i i i ":~ -,-,-- "~- / .r il i' ,I : ! I '-, , .'l _ i r ' i; I ~ I; ~ - ~ i '---~-------~---=-- '. II /::("< I ii~ J - .. ,c"';( , ''W,{;E~ SErtv;CE wi METER Ii /I / B~CK~W,P,R(;;VtN:rER.,..,..".J I I L I " sANIT~ &: STORM CRQSSINGm . -1/., ': ( n TO~~~ s'rORMf'If'E: j 8.41] . , BOTTOM OP\i.SANIJARY PIPE: 20.67 ! !j .... ~.:,. ! , , I::;:: CLEARANCE: 2.26 i ~~~D H~irgl ! ! \:-JfQ , .1 i "I' .' r ! i i i ! I j I ; I ! I i ; I : , i I : r j i I ! : ! j '. I i.::~ I i ':;:::::-Ir I If@l'fj RELOCATED a" STUBOUT &: III " PLUG FOR 1/1111 POWER POLE PROPERTY TO WEST III I ) 822.25' " -:=''',c''~'--~_''-'7'C_''-_c''CC_'-'7'''-_C''''_''7''- 8"X8" TEE (2) 8" GATE VALV 21 3 LF - 8" WM "cC'7~"d"'71"Et - " / HYDRANT rSEMBL Y r 230 LF - a DIP WM ., =, .~'"" ._C."'~'..'. .. '.".'""''''.', """-,.",.~ ,-"-"~,,,"-'.~.'.,,,= C' ,.~/.~-,.",.~"",,.~-.......,.~ ,- WM'" ....",.~-,.". ....-..~.",..........,......,,"',....._..'. '.~.' _. ,.~_... _, .~.....,'" _.... LL (f) SAN ,'. ----;,.,,8-Lli<-~~~_:r~-(S\~__ _ y '.I'.JI.'.' ,..',' "'!~gf ~td~~fr:lr~b1: 7 .8~ (.'o,.:..'::',~') '"..".. "'..11 Ii CLEARANCE: 0.25' Ii Ii " q! NO BELLS TO BE UTILlZEQ;: ~ :: ~ oJI AT POINT OF CROSSING I: II 1" WATER SERVICE :: if ;: Ii wI METERS & I :: 2Q LF - L I; BA KFLOW PREVENTER ~:i 8 DIP @ 0.30% !' ; ,J !i I :: !I !i II Ii 'I 6 18 16 6 27 LF - 6" PVC LATERAL @ 9.70% LL , ' ," '. _,___~'__, -.J . _'4__ . -._. ...__ _.. ..__. _ -._"_...._..4~, .;.'---...._.-.._,._~__...._u .._.__... _""\ ... -~ _.-- --= ,,-t il I 90. '. ""."..,.~"~.!: w~J~~,~.ll~~~:~~~ BACK~Ldw "~EVE ER \.,:~:,.<~/~:. .~\ "- "'. -/ \, 23 16 18 ~". " ',. ~S';> ~~- II :/ [I II ....n 'i o rJ ii >. 11 o il"~"".o,," " """".<) \-_H___'__H'__' j I...) (<::" " " 0> ~ ~ !i Ii 11 II rIiLii;;;~;~;~i;;~ "=: '--: - =-' (:f:/ :i;ii Ii 0) :1 I !'(J ~~ Ii ~c)f of .t Ii Q:) :1 / i J r ~<~~" '. \ , \, \':0 ,~~ \~\ , \'. \ \\~ \ . \ \ \. ~~;, 1'30 LF - 6" PVC /' LATERAL @ 1.68%.- / ! cf /b Ii <E1~ 20 LF - 8" DIP @ 0.40% 10 LF - 8" PVC (C-900) @ 0.40% ^ SANIT AAY SEWER STRUCTURE SCHEDULE STRUCTURE ID INV SOUTH EAST 14.84 RIM NORTH WEST SS-1 23.00 14.94 15.99 15.89 NOTES SS-2 24.30 55-3 17.83 1. 24.60 16.74 SS-4 18.28 23.71 18.38 18. 18 5S-5 SS-6 23.99 23.50 18.94 19.33 19.04 19.43 20.56 19.53 (- I / \ / ./ /' /"~. -. ~) () .Il/ e ; 1 1 -0- I ~ 0' 40 80 ~ I , SCALE: 1" = 40' \, I 'I I Q) ..c o LEGEND PROPERTY LINE SF SILT FENCE - - - - - CENTERLINE EXISTING FENCE EXISTING EDGE OF PAVEMENT EXISTING SIGNAGE EXISTING UTILITY POLE EXISTING GUY WI WIRE EXISTING CHECK VALVE EXISTING GATE VALVE EXISTING FIRE HYDRANT EXISTING REDUCER EXISTING BLOWOFF EXISTING WATER METER EXISTING SANITARY MANHOLE EXISTING SANITARY CLEANOUT EXISTING WATER MAIN EXISTING SANITARY MAIN EXISTING OVER HEAD WIRES EXISTING GAS LINE EXISTING BURIED CABLE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED GAS LINE PROPOSED CLEANOUT - CO PROPOSED GATE VALVE - GV PROPOSED FIRE HYDRANT ASSEMBLY - FH PROPOSED REDUCER PROPOSED BLOWOFF - BO PROPOSED WATER METER - WM PROPOSED SANITARY MANHOLE - MH PROPOSED BACKFLOW PREVENTER FIRE DEPARTMENT CONNECTION (FDC) POINT OF SERVICE REDUCED PRESSURE ZONE BACKFLOW PREVENTER PROPOSED STRUCTURE NUMBER INVERT LINEAR FEET ZONING CLASSIFICATION WETLAND AREA 15' WETLAND BUFFER AREA 135- MINIMUM ANGLE BETWEEN IN-FLOW AND OUT-FLOW OF EXISTING MANHOLE SANITARY SEWER CONNECTION N.T.S. ---D..- 'OJ --<) + r:~ I; o t><J .0 !> \f\ F~ o I~ I, \ f \ /\ j/- \/ \ ~~/~ \ \ ,../ .-1' \ \ ~j- I \~.~ --, I ;,-, 1 \ f~ \ --~--- \ ___ --- l I I \ \ \ \ \ \ I I I I I I I I ~ @) o wm san- ohe- gas_ bc- SAN- WL- GAS- ----eCO ~.. ~ . ----eBO . . -N<>f'J- Y POS RPZ-BFP 8 INV. LF G0 ~\\\~ en .-: z en ~ ~ w ~ o C"'-l o (Xl o ..... en I- Z W ~ ~ o () en C> z Q: a.. en a::: ~ z :t LL o . . en z o en Gj n::: "to ll) 'llt ~ N ..... ~ u a::: w Q. ....J L5 V> Q ~ ~:::;:) I-- :I: ~ r-f 6 ~(..:) :=a [;) :c . 1_ ..... I-- -. LO ~~ ~ ~ : -J ::E C 0.: ~ i= I-- o Z u ~..... z iO~ .. '" ~CIJ ~; c~gCXJ ~~Ciig ~ ,m · om .. c. . I; ffi~~ ~ lIJ zo:......c: ~ ~o~~ 0.8 x.~ ~ C"'~~ ~~.....~ . ~ ;:L.. 000 :' , S(jO:mGJ ~ lfic.....-S LaJ co .S! zP.:;_~ -~,.....~ I ffi~~~ ~..J ~ 8 J::;W :-J ::Joo en", Zoo 8'" III .:.: z W -.J U a: ~ ~ ~ ~ . ~ ~ ~ ~ ~ ! g a: ~ w .. CJr.t ~ ~ ~ I ~ -:> ~ o w a::: :r: 0.. (f) o v :" N 0 o v o <Xl N T- N o [5 N a:: .0 <(0 ~z >- CD T- Ul ~ ~ J ~ . a::: C> z W t- O W -:> o a::: a. W -.J W () ~ en 0 SHEET . -:> o n::: a... z 3: o 6 ,) /. - V. z ~ ro 6 -I t -'- J · . I · 10' STANDARD STALL -I 5' ACCESS RAMP 12' TYPICAL PARK STALL .... .i,," '4' , , ", " "'~,, <I ." / .' 6 , 1 . . : <tI.d ZA '41 .4...,,.. ~ '" A .d., .d '" '.d.d'" d - 4' OIl. .4 4 ., ".4:.. 4".- ~ .4 is .cd. ... ., 4 .4'., - ..4 ... '" " <I". ~ ." <I . .. " :.... I 'j!,." . 4,.<1 ,'" <I"" "., ,," ,..' "<I 4.1"),~, MAX SLOPE = 12: 1." '." '<l1,j.. ~ t . . " "--_:.: <I. , ". EXPANSION JOINT <I <I: <I' A' " ." ,," .4 d;:: 1/2" PREFORMED . TACTILE. SU~FACE <I~ 0 · ... . JOINT FILLER <I" <I" <I 4 .,," " :. 4 ". (ALL AROUND)'4 ,,' A CONST 4" THICK . . <I 4 d · f-'" ~ .. <I '" & ," r '<1 ~ON~~~~ ~A~P , d.. OQ; " <I: "0 : d. . 4 '. ~ 4 ,,<I .'<14' '.' 0 ., <l" <I . $IDEWALK. 1 . 4' L I. 5' STD L I . 4' .1 PAVEMENT A ~~ TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. ,,' "." ,. "~I~~I~I. 4'. . 44 . .. '4.".." SECTION M HANDICAPPED RAMP r-- PC OR PT OF RADIUS RETURN l' 1\ I, I EDGE OF I THRU-LANE~ '" 1(/ SAW CUT FULL DEPTH OF EXISTING ASPHALT~ ---- \ ~/ cCj ~~ O'Q ~CJ <> 9.~ ~~ \/ O~ G - ----'- - - L-- PC OR PT OF RADIUS RETURN EXSITING PAVEMENT SAW CUT CLEAN EDGE, STRIP BACK EXISTING ASPHALT & ROCK BASE AS SHOWN & MATCH EXISTING PAVEMENT 12" MIN, PROPOSED ASHPAL T PAVEMENT \ PROPOSED ASPHALT \ PAVEMENT en ~ "0 . .f.J Q) Q) ~ (f) 2~~2~~~T~~~ ~ ~J~~5~/;J);,/;5~;)}//~ ~~::r::r~j-t'-<{1::):~:: ~ ~~/#~//////##~lf EXISTING SUBGRADE . ~'.~-----"~ .- o .f.J Q) Cl o ....... Q) L- V tt) V ,..... o CONNECTION DETAIL AT EXISTING ASPHALT PAVEMENTS ~..... 2ft /4" WHITE L Hie S!GN -r- I n" I L 18" v \ 4" BWE 1.25' DIA. ro ~ g WHITE ON BLUE ~I z <( -1 a.. b .0 4" 1 ~ 12"T , WHITE PAINT I . ,~15~ B" (..1'5:" _ ~ PARKING BY DISABLED PERMIT ONLY "" V4" BLUE 4" BWE\ ~ (fj w w (f) BLACK ON WHITE W/ 1.5" LETTERS N r- TOW AWAY ZONE AND FINE UP TO $250.00 \ HANDICAP SIGN SYMBOL DETAIL - WHITE ,~ "- "'- THIS SIGN TYP ~ @ EACH HANDICAP ~ PARKING SPACE "- 3" GALVANIZED STEEL POLE 12' .1 P\7I I. 5' _I. in t: t t.... -- HANDICAP PARKING PAVEMENT MARKING I FINISH GRADE A+-, I ~ 4" _ CONC FILLED PIPE BUMPER, 13'-4" L /~I 1 15 VERT IN CONC 12'-0" / / la" - ./ I. a" FILLED BLOCK CELL rf- -- -/- ---I -t- (tYp 4 PLACES) (ifl 1'"4-1 · · .1-. · ,.,... ~ 100' I + I ~r 0_ 1 + I STO FINISH 011 ~.25' ('N r (TO UATCH BUILDINGS) I 0 8" BLOCK ..,. r . PAINTED TO -to ~D WALL I ~MATCH BUILD I ';-CONC '--- ---J. FTG 16"W X 1 0"0 HINGE~ ~~ FILLED rW/2 '5 CONT I l'.. ~ / 1 > 4")(4")(1/2" I ~ L 6" CONCRm SlAB 0 I ~ ~~L~:;LE I W/6x6-W1.4xW1.4 } K" 1/2" STUD I / I" t'-s SPUT FLlITEO CONe ~~.X6' METAL I~! /iLf\ ~'" Sff ~p AJ A. - 'fl. . <I < 1 L-'. CONCRETE ~~'~.I 1'..' " ~.I 1<1"" . n co r- :U .... 4 . . ....11 . 4 .. n J . co · I 0 Co ~ I. 0.91' .1 - HANDICAP SIGN NOTE: 1. DUMPSTER GATE TO BE SCH. 40 GALv. POST &: GATE WITH PVC SLATES. PROVIDE GATE LOCKING PINS WITH PROVISIONS FOR PAD LOCK. HCSQLDC.DWG 09/18/95 N1S 2. REFER TO ARCH. PlANS FOR COLOR SCHEMATIC OF 8" CONCRETE BLOCK. 3. DUMPSTER ENCLOSURES SHALL COMPLY WITH WINTER SPRINGS CODE SEC.20-473(C). / ASPHALTIC PAVEMENT I V UNTEL BLOCK I ....--1-'5 VERT IN EACH 4" _ CONC FILLED 6", f.f..--' FILLED. BLOCK CELL PIPE BUMPER 4' HIGH - - f+. SET 36" BELOW GRADE --..... ........ rt cr IN FOOTING 0 f+ . '5 DOWELS X 30" lG I tt ~ rW/10. HOOK. -<~....- Fl:r--.... ""'--8" CONC BLOCK EA FILLED CELL X I- I ..... --r -... I. / I I ~ 7 1-.... - - - -/- - -I- - -~ ~.l~.. 6" CONCRETE SLAB / 1....d-1 W/6x6-W1.4xW1.4 . -./ ~ I 2-'5 (CONT) '. U" .... .d" -.' -~ . ... ~ V~" I . 12' .. I 8' -8" 4" . PIPE BUMPER CONC FOOTER '\ ~~~ I~~~ .. ~ : ,. . to I r., . (J.... ~'~ I. "r-. .. .'~ . ~ .f ASPHALT NORMAL FDOT 1.5" TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE - SECTION A-A - DUMPSTER/RECYCLE ENCLOSURE FDOT SECTION --- -- "V "V "V "V'"V 3.5" MATCH EXISTING PAVEMENT SECTION INCLUDING 1" OF FRICTION COURSE FC-3. CONTRACTOR HAS OPTION TO USE BLACK BASE ABC-III IN LIEU OF BASE AND SUBGRADE. EDGE OF TRAVEL WAY \ J~ to "STOP" BAR TIO BE PLACED 6' FROM EDGE OF TRAVELED WAY, UNLESS SHOWiN OTHERWISE. & ---^--^ ALTERNATE Bit BASE L1MEROCK BASE MIN. LBR 40 COMPACTED TO 98% OF THE MODIFIED PROCTOR. 8" SOIL CEMENT COMPACTED TO 98% OF THE MODIFIED PROCTOR. () BASE 8" SUB-GRADE 12" "STOP" BAR SHALL !BE 18" WIDE AND 12' FOOT LONG,' OR: AS SHOWN, WHITE REFLECTORIZED PAINT. (SEE PLAN VIEW FOIR LOCATIONS) SIGNAGE 2' 12" COMPACTED SUB-GRADE MIN. 98% MAX. DENSllY AASHTO (T-180). FBV OF 75 TYPICAL PAVEMENT SECl10N IN TRUCK PATH AREAS STOP BAR DETAIL WITH SlGNAGE "NO PARKING FIRE LANE" LETTERING SHALL BE 24- SQUARE WITH 6" SPACE BETWEEN LETTERS. THE WORDING SHALL BE 12" CLEAR OF LANE DELINEATION STRIPING AND 45. STRIPING. ~ BUILDING ~ 6" - STRUCK JOINT~ SLOPE .. ~t 1:-'~'7 ~ ~ ~~\u". : "t . ' "<I 4.;\..." . 4 3" ROUND EDGE / .~ . I"') r PAVEMENT SURFACE B[~~~~~t ~~{(~ 0t ~ 4" SOLID WHITE W LANE DELINEATION STRIP. . 00 . 1 ~~'" . y" .: .... 1 4. 4.) · ".... ".' II 6" CONCRETE SIDEWALK J I WITH 6x6 W1.4xW1.4 CD #4 - REBAR CONTINUOUS STOP @ EACH SIDE OF CJ'S FIRE LANE Lt: I II:RING DETAIL INTEGRAL CURB and SIDEWALK "- "-7fl~ ~ "OP~C~A_ l.op~ OJ:' ?:-"'1{)~ ~~/~ (J~9' "- s ,.--- ...-- DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT (f) t-= z B" ~I d ~~ ~. .a4., ...a ~ r ASPHALTIC PAVEMENT w ~ Cl -- ~ \}~~\~ ...- ...- S\..O~ ...- ...- 'd ., .a - '1 ., J .a _ d .,,f1 ~~~>0Vr 4 ~~~~~~~ . BASE /(~~~~~>% .a . d., /~~~~~j!;;-; ~., ~~~~~~ I 12" 1 8" I 12" ~~~~~~~ Ul_ I I ~~~~ ^'~~~~~^~^~^~^~^~~~~<(:<((;(~~~0 ~ ~%%~ SUB-GRADE ~%%%~~~~~~ _ ~~~~~~~0;/)>,/)0/~~~~~~~~~ (() .a NOTE: EXPANSION JOINT TO BE INSTALLED WHERE CONCRETE ABUTS CURB. 4,. ~ F.D.O.T. INDEX No. 300 TYPE-O-CUAB en ~ ~ C\I ~ (Xl ~ ~ ~ ~ z w ~ ~ o u en C> z ~ a. (f) ~ W t- Z ~ 1L. o o . (/) Z o (f) Gj 0:: f' co 1.0 v I") N ~ --J L5 (/) o ~~~~ f- ~~)C> => en C"'oooI ~~.Ln t- ~:s: 3=~ ~ c:. o ' 6 til LLl .....J :E C a.: ~ i= I- o Z Future Curb An~ Gutter Construction ~ , A {j120 R Or As Shown On 1 '-1-9: ~ 1'-~' --1-. ~ c ~d" Exp. Joint ~ ~ I ~ I-i ~A I" f~ I ~ 6" 1 '_6" ? ~ r;; ~ ~ (* 'I - ~/ L:- 7d" Std. Y ~ 6" Min!' Plans a .- ~c ~B Volley Gutter ~ Curb And Gutter a" PLAN 2' -0" 1'-10" TYPE F I l' -2" 1 ... . .~~* H' ~-c '\ ~ 7~ Std. t01- _ 6" Mirl': 3' _0" 1 ~ Slope To Fit Driveway, ) 10" 1 ' _2" - J~' l /:* J}- ~~ ~~ ~/ 7i" Std. 1i to ~y 6" M' * In. I. 2'_0" .1 ~ I ~ SECTION M T ~1 l' -10" Note: To be paid for as parent curb. DROP CURB 6" l' _6" ~~ ~ ~JiFJ- I: 8" .1 6" H" ~kFt I 8" I : . _I" 1'-2~ .1 ~f-451} ~f ~i~ ~ I 9" 1'_6" i" R ,- -I : a -, ~[~~I ~t6_* . .- ~ }-7d Std. 6" Mirl': I 2' _3" I 1 I 5' -0" SECTION BB TYPE E 1'-10" ~ 14 1'-:" ., Earth ~]-71" ~... '\ ~ Std. to 6" Mirl': J a: C!i ~ ~ ~ ~ Q ! .. a: ~ ~ctJ i J o n:: a... ~ Standard Shoulder Line ~ Z W .....J () Berm I l' I 6" I 1 ~I~ I. 3'-6" 2' J Shoulder Pavement J ~j ~ 3' -6" SECTION CC SHOULDER GUTTER * When used on high side of roadways, the cross slope of the gutter sholl match the cross slope of the adjacent pavement. The thickness of the lip sholl be 6", unless otherwise shown on plans. Note: For use adjacent to concrete or flexible pavement, concrete shown. For details depicting usage adjacent to flexible pavement, see diagram right. Expansion joint, preformed joint filler and joint seal ore required between curb & gutter and concrete pavement only, see diagram right. VALLEY GUTTER CONCRETE CURB and aUITER AND VALLEY aUITER ~. · .u ~ .;: ...~., ...:'~' i.'C?NC~ErE.I.:' ....~......:.. ~.' -10 .~~~~\~~~\~~-~~~ ~~~~~~\~. Ul r-: z N 0 o v o 00 N ~ N .. 0 [3 N ~ .0 <(0 ::EZ CONCRETE 6" THICKNESS 3,500 PSI WITH NYCON NYLON - 6 FIBERS & LAMBERT RB-64 CURING COMPOUND. SUB-GRADE 10" COMPACTED SUB-GRADE LBR 20 COMPACTED TO 98% AASHTO T-180 TYPICAL CONCRETE PAVEMENT SECTION w ~ ~ (f) Cl SHEET . J o n:: a... ~ U ~ w a. .t-f '" LO "'"'" l.O ~ ~ ~~ - g; ic6 ~ J. (/)~ C'I 01"')000 ~~~8 ICD · d ~ .: ffi (/) ~ co ~ ffi~-c za::""'o ~ ~O~., :J '-' 0 0.8 ~ ~ OC'l~~ ~~~~ :)1"') .(/)~'O m : I t) ~ 2S!g lj: z a:: _0_ (;w,,~ z~ 0 t) I w~~o ~.J ~8 5w ::)00 (/)('01 Zoo 8"1 III u ~ ~ ~ ~ IL w .....J l- I- G:i w I (f) >- CD Z ~ Cl (/) ~ 3: ~ ::E . n:: ~ z W I- () W J o n:: a. 7 01 ~ 'U . -+-' <I) Q) .c (f) .- o -+-' Q.) o o -+-' ~ ..q- f") ..q- '" o /.'" ,- e-- 5'-5" ~ I" ~f-- t 4' -I" I" -~ ~ ~ .. - -~ tr. 8" --- 8" ,::::. 0:, PLAN ~ ~ ~ 5'-5" 4'-1" sf 41 \ \ r Grate ..-/ --0 Kel. tsf H~ -r ~ ~-~~ J r-- Ele Bolt , S~e Index 201 r r. 10/'. :::::- #4 Bars t ~ IV--- (il 12" etrs. -+- . r = ---r -,--. ----.--L-., ~ f SECT/ON TYPE D Recommended Maxirrvm Pipe Size: 5'.1" Walf-24/1 Pipe 4' - I" Wall- 36" Pfpe GENERAL NOTES I. These inlets are suTtable for bicycle Qf/d pedestrian areas and are to be used fn ditches. medtans o'"ld other areas subject to infrequent traffic loodlngs but ore not to be placed in areas subject to any heavy wheel loods. 2.. Inlets subject to minimal debris should be construcfed wt'fhout SIOfs. Where debris is a problem inlets ShoUld be constructed wtth Slots. Slotted tnlets located wtfhin roadway clear zones and In areas accessible to pedestrians shalf heve traversable slots. The travf:rscble slot rnodiffcation fa not adaotable to Inff:t TYPf: H. Slots may be constructed Of eIther or both ends as Showf/ on pl(]f/S. 3. Steel grates are to be used on ail inlets where bIcyCle trafflc is antlcipat9d. Steel grates ore to be used an 01/ tn/ets with traversable slots. Elther cost tron or steel grates may be userj on tnlets wlfhout slots whfJre bicycle traffic ts not ont,'cr'pcted. Etlher cast iro'" or steel grates lOOy be used on aff inlets with non -travers~ble slots. Subject to the select/on descrlbeo above, when Alternate G grate Is specified in the plans. efther the steel grate. hot dipperj galvonized ofter fabrication. or the cost ircn grate may be used. unless the alans sftpulate the parflcular type. 4. RecomMendF1d moxifflum ptpe st'zes shown ore for concrete pt'pe. Pt'pe sizes lorger than those recommended must be checked for fit. 5. All eXDOsed corners and edges of concrete ore to be chamfergd r. 6. Pavement to be used on inlets wifhout slats and inlets with nan -traversable slats only when coiled for tn the planSI but required on all traversable slot inlets. Cost to be lnchJded tn contract unlt price for inlets. Ouantitles shown are for information only. 7. Traversable slots constructed tn 'Jxisft'ng inlets sheff be patd for as fnlefs partial. and shall Include the cost for slot- openings. pavlng and any required replacement grates. 8. Sodding to be used on aff tn/ets"Iot located in paved areas and paid for under contract unit prlce for Sodding, SY. 9. For supplementary details see Index No. 2.01. r- a- 4'-4" ~ zf' -I- --* 2. I. i--~ 3'-0" 9 in 8" --.... lp ':t- 8" ~ - --IJ ..l- ~ PLAN .~ ~ i" .. 4'-4/1 ~5f ~ IQ 5 ~I. 3'-0" 114~ ~ r Grate-J < +-;-r i ~ CI. 1 '- Eye Bolts ~j See Index 2.01 ~->-- + ~",.~'-- #4 Bars (i) 12" Ctrs, INLETS SECT/ON TYPE E Recommended MaxifTX.Jm Pipe Size: 3'-0" Wall -24n Ptpe 4' -6" Wall-42/1 Pipe /I CAST IRON GRA TE NOT / II PERUITTED ON INLET TYPE 0 / r' Of Grote I i ~J I I ~ .,. III , : I = I g:/ I-- T ~t ~t 'rl~t '-I z:T: HALF SECT/ON CAST /RON GRA TES CAST IRON 3 -4 I _ 1'-5" ~ . ~~ MI--2"-l t: :: ; ~E5~ 1- f ~ 2.J" 21r j- ~ ~ CONTROL STRUCTURE SCHEDULE ELEVATION ID WET POND MODIFIED "0" BOX 4'-5" ~I ~jcb r I ~ !/) - ~ I.; ~ ,.,.., c:s. c8 ~ V) C[) ~ ~ ~ ~ Q) ~ ;"'''tl --1- E::3~) T~~ ~~ " '- - I 3'-4" I ....1t\J 1. p~ -r:.r~f -J~' ..r~~f' TYPE E Approx. Wet'ght 465 Lbs. GRA TES I' 3'.4" -, A 22.00 FOOT DITCH BOTTOM INLETS STEEL GRA TES o DIMENSIONS AND QUANTITIES .. G SflCIle Double TrfDl. Quod. N PI PIpe PI PI 1.21 .Tft.- 8.92' A x B c E F - - 0" 2:1 Slope 1 III' fd!r '11I- 77_'IiI7- II" 70.111' .I)_lll' [)--D- - - O' p' ,. a ~:A 4:1 Slope 1ft.. lA1 .oI1.Wi!!: " :1 10.111" ;m_III' ,- ,.. - [J' 7"'_"" OJ :lIUWI' . r--....../ ~ /'"_ '" ..... """- ~ iA iIJ ~~-:;,/-- \ \.::y \/ , I 1\ u~1 - ] . C1.... ~ II '- \ \ /' VL~~ - ~ If\il\ If II~ '- ~ill L..-- Concrete 9Gb, J- OEJ ~~ ReInforced WIth _'-Ixe-W1.4xWl.4 iIJ TOP VIEW-SINGLE PIPE ~ "o~ '~~Ss.. J- o..5/II~) o.p.n Around 0Wjde ~~ Edge Of PIpe For&{ ~~~.,.. 4:, Or ./.f./././Y./ ~././ .,,'~ ~, \ 60 ". '- "P;:'" '\ ././././././././/'././ /./././././/./././ /.//.//.//-"'L./ I t ~ r;;-r I~~~ . ....:- .... Ja/"" ........J- E" ~ _ F (PlDe To Be Included Under Unit PrIcI For t.tIw.ct End SedJon) ... C ~ ~~I---- z Pold For _M PIpe CuMi ft - SECTION '\: ~ It) ~ ~-~ ( 't ~ ctJ 'tt C\j~ ~ CO 'tt ~ B C 21 .00 19.31 D E 18.81 18.00 F G 17.00 1 6.00 H I J 24" 3" 32" 5.5' 12" PAINT WHEEL STOP HIGH VIS1B1U1'( YELLOW 12" ,,, ' V'. ' , . -I ,.. . ". . .. . '.. .. . 1 . . 4.. I" . . , .,.. :\ ." ..'... ~. . -. 41"4 '. ." 411 ..... .. <I'd d ~ .~. <fI . .. . . · ..1 <I . .' ~ .... ...~ .. ~ ..' -;, . 4' .. . <I ;. ",4 4 <II . d' . ~ ~#4 BAR 18" LONG__________... - 5" I , " /\ j :0 /' PAVEMENT SURFACE j/~I TYPE D TYPE E Straight Bars 2"xf Strai(}M Bors 2"x r Reflculine Bars It xi" Reticullne Bars Ir x I' Banrjs 2." x r Bonds 2" x r Approx. Wet'ght 190 Lbs. Approx. Weight 215 Lbs. NOTICE t Steel Grates Are Requt'red On Inlets Wt'th Traversable Slots AnO On Inlets where Bioyole Trafflo IS Antictpofed. !/ CONCRETE SlAB (C't) II SOODING (SQ. VDS.) SnaIe Double TrfDII Quod. SInai. Double TrfDle Quod. Pipe PIpe PIpe PIpe Pipe Pipe PIpe PIpe D.M D_~ 0.113 j ~ "-:..../1 1_t3 1..31 l~l 1 JIll 1.11II II See CeMraI Nota No.3. See Sheet 5 Of II For 3- Slob QuantltJ. B E 6 11.42' 6 11.25 D/",.,.onl permitted to olow .... of .. Itondorcl pipe le"9lhL <> 10.40 <> 10.10' DIrMnaIona permitted to olow .... of 12' Itondanl ... II... 60 c:ona..t. elob .hoII be deepened to form brfdge CICI'CIU crown of pfpe. See eec:Uon bIIow. 10-"1 13_13 I ~ ~ ~/'"-"'-"""- I ~l -LA 1\ o J ____ ___ I ~ ~ :2 )( r\ J ____ ___ o \ ~ A~ '- ~~ Concret. Salt, J- OIJ TttI~ Reinforced WIth _-&xe-W1.4xW1.4 ~ TOP VIEW-MULTIPLE PIPE NOTE: See eheet ., for cletaRI oncl not... ~f I ~ ~ ~ ~~-:::.-:?" \'y \/ , I -'I'- ~... ~ II 'i' - - - '\ / - ~ I mt \ \ /' ~~ l'l~ ~~.- ~ /..../1 CROSS DRAIN MITERED END SECTION SINGLE AND MULTIPLE ROUND CONCRETE PIPE PRECAST CONCRETE WHEEL STOP IPOST (OPTIONS: 2"x4" OR :2 1 /2" MIN DIA WOOD; STEEL '1.33 LBS/FT MIN) 61 CENTERS MAX ~~~/ --~~ .~ "'- ~ _ ~l---.... ~~ ~ "'J~ ~ C ;f. ~~ ~ ;f. ;f. ~ I- GEOTEXTILE CRITERIA GRAB TENSILE STRENGTH 90 LBS TRAPEZOIDAL TEAR 35 LBS tMULLEN BURST 180 PSI SEE FOOT INDEX NO 199 ;f. ;f. ..... I;f. / ;f. ~~ 'W ~1t I ~1t l4 4 II 4 >---< >--- B= =t4 ~ ~1tI~I=t~ PREASSEMBLED SILT FENCE STORMWATER INLET 2"x2" WOOD STAKES WIRE OR NYLON 2 PER BALE~ BOUND BALES ~ r3!rEXISTING GRADE -l~ I " U ~ 2' (MIN.) SECTION J FLOW I FLOW I ill $t=ft I ~i~ I ~~ ill PLAN I DOWNSLOPE ANGLE FIRST STAKE Jl. n n n n n n .n... ~~A~~JREVIOUSLY 1~Jf!',m!~ ~Lt=! Iff i1 if i1 if i1 if i1 if ELEVATION BALES BUTTED TIGHTLY TOGETHER STRAWBALE SILT BARRIER EROSION CONTROL DETAIL - r--- TOP OF INLET .~ <1'.l5' tI .t=l-" .......... ~5/16- HOLE J- l-..e ~ r:t~ .A L MOUNTING STRAP 6x6x3/8 J- DRILLED & WELDED 2 PER SIDE ." a en ....4 . 1/4.x 6" "" ANCHOR " BOLT , I 1" I MIN. ~ t; SECURE SKIMMER BLADES TO MOUNTING STRAPS WITH 1 14. GALV. BOLTS AND 4 FASTENERS 2.:,., I... FASTEN MOUNTING STRAP IN FIELD & CUT BOLT · . 44 " . ',; 1 SKIMMER BRACKET DETAIL j.. Q) FIBERGLASS SKIMMER W/eOLTED CONNECTION fA\ ELEV= 0Y TOP ELEV @ :," ')- FIBERGlASS SKIMMER W leOL TED CONNECTION '. ." ..:., . . . -. .'. :' ':1. .' '.'. "'C. ....... . .... . '" . '. .'. ..' '" 1 , ....'. .' .'. I .... :> >."":,.'C,"'",,.:.:, .......... - .... -"'" .:........ -'. ". .... -. C" . '';''. .... .:', ..' .- '. ...... .::. <..... .... .... ..' ::".. .' ., .' :..c:, 1,:-,- ,:: . !"- - . WEIR ELEV @ :.::;:::<::,: . . . '. ...... :-.-: ... ELEV- @ I: ....... .'. /-' i< .. . . ". '. ':,.. . I I 12" I I I I I I I I I I I I ~ ~ I ~3.(IJ PVC ~ W!lEE & REMOVABLE / CAP DRILL~ fL- -~ ~ TO DIA.= ~ Lr- - - (F) /1U\'~ /~, I PIPWSIZE \. ORIFICE I & 1 I DIAMETER= I I 1 \. /) CD ", I L.________________________~_____ ~: __ _ ___ --____J _ B.QT ELEV= _ @L ...~--- ------------------------------------------ FRONT SIDE F.D.O.T. INDEX No. 232 OUTFALL CONTROL STRUCTURES -, 0.1*D · <" J'.OR "Y..' . ~'.A' ." 41-[.. <I "'4 . { ~ 0.2*0- .' . .~O ~ <4-", CONSTRUCTION JOINT 1 /2"---rc '.4 . <ilJ .".. 4 . .'!'. SINGLE -COMPONENT POLYURETHANE SEALANT 3/4'1 THICK <14 ..4 '" '.. '4JD . . '. '". .. t . .". '. 4-4 . 4 . <4 L.~ 4.4-. . 4 CLOSED CELL SEMI-RIGID PLASTIC JOINT FILLER 1 12" EXPANSION JOINT . STRUCTURE SINGLE-COMPONENT ,,~ · . <:\4,,'. ~ .. 1/4 " POLYURETHANE SEALANT . . , .."" ", ~3/4" THICK : .' : '~':'., '. ,,,,,"~'.. :JD ... . ... .d. 4 4. ~ 4,d 4 ". <II . CLOSED CELL SEMI-RIGID PLASTIC JOINT FILLER 1/4- EXPANSION ~NT 1/4"-nrO/4 , .. . ..... ..... >+......" ..4... 4 ... :'" ". . <1.4.: 1. ... 4 4.d . 4 .... . 'J '4 <II . . .4 .' is. . ....4.. !..' 0 <I , . . ..' . t CONTROL JOINT PAV-CON1.DWG 10/14/94 NTS UtI. SlclewGIc StrIp. WIdth In Fill WIdth Va" 'j -7;- ill .1- l~ I ~ Curb Type 0 Or Curb A: Gutter Type F (Curb A: Gutter Type F Shown). Romp an..- 1\ ~ ~ ~!I ~ ~ _ ~~: ~:~a1k ::::ft------ ~ \ / PICTORIAL VIEW ~ Craeewolc (IS Min.) PLAN VIEW FOOT CURB CUT RAMP SEE INDEX NO. 304 .' PIPE SIZE ) <8> , (f) r-: z en 3= ::E w ~ o C'\I ~ 00 I~ ~ ~ ~ Z W ~ ::E o U en (!) z cr Cl. en 0::: W I- Z 3= lJ... o . . (f) Z o (f) GJ a::: ~ U cr W Cl. "tOLO~I"')C'\I~ -1 L5 V> Q W ~ ~-t~~ f- (..) C) :::> (./) eoo..I ~ '- ~ er: t- \ >- = 3=~~ td Q .., 0 C - '::E -1 _ ~ l- f-- o Z .-:: z w :J u w-t r---. LO .,.... it) * I.L.J a.: ~ ~ <II (j ~N Z ~~ irD ~ ~ cn2 N ~",~CO ~ItCXi8 10) · d~ .: ~c (0 0 IfJZ Z Z5t::'c 0::00 ~O"lt:P ~~"lt-i =>'" .cn~'O m : I lU ~ ~!8 rt:: ZD::,....._ 6~""'~ Z~ 0 lU I UI~~O ~-I ~8 5U1 =>00 cnN Zoo 8<'1 III u ~ a ~ ~~ f ~ ~~~ ~i j ~L J ~ o w a::: J: a... (f) en .-: z W -1 W () ~ (f) 0 SHEET N 0 o .q- o 00 N ..-- N .. 0 I N ~ .0 <(0 ~z en 3: ~ i5 J SIde DItch ~ -J 5' Sod 4: 1 MIter: To I e1pe For PIDee 188 And SmoIler. 2:1 For Plpee 24- And lA~r. 2:1 MIter: To I PI~ For ~ 188 And Smo.... 1:1 For PIpee 24- And Lorger. >- CD z 3: o a::: '-' Z W t- o W J o a::: a... . J o a::: a... 8 'V . .. . . [" ~ 6" STANDARD HYDRANT 2 1/2" HOSE r WITH 5 1/4" OPENING NOZZLES.~ ~/ 'LLi""L1~ ~C~~ ~ BREAKABLE J: BARREL COUPLING ~ ONE PUMPER OUTLET NOZZEL ~ OR FlANGE~'V" ~ ON STREET SIDE ~ :I: FINISHED PROVIDE CONCRETE COLLAR ~ ~ GRADE ~ ~ ~ PAVED AND UNPAVED AREAS ~ ;" -":.~:\~r--~ 18"X18"X4" CONCRETE t COLLAR WITH #4 REBAR 3' -0" MIN COVER ~ CAST IRON BOX DRAIN VfoJ..VE f 6" MECHANiCAl JOINT SHALL BE PLUGGED .: == GATE VALVE ~L I I Iii ,ViIi \ Iii {a .....L --..... \,- LOCKING 6" HYDRANT~ ADAPTER AND HYDRANT TEE, OR 3/4" TIE RODS (MIN 2 PER CONNECTION PIECE) ~ 6" CONNECTING PIECE NOTES: 1. THE HYDRANTS ACCEPTABLE TO THE CllY OF WINTER SPRINGS SHALL BE EITHER THE CLOW /I 42 MEDALlON AMERICAN DARLING B84B, OR THE MUELLER A-423. 2. THE BARREL AND TOP SHALL BE PAINTED YELLOW 3. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS FIRE HYDRANT ASSEMBLY 11.3 Atmospheric Vacuum Breaker - I =/ ~~~ II, .......~ . . . . . . . . I . . . . . . . . . . . . . . . I :rUM, . . . .. .. .. .. .. .. .. 'I~" .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~=> R . \) 117 WATER SUPPLY NOTE~ ~- \..11 ... I t r{ I A II 11 ... ... 1 . The atmospheric vacuum breaker cannot be installed where it will be subjected to back prenure. it can provide protection against backslphonage of non-toxic pollutants 2. Each device sholl be installed in on aceesible location to facilitate inspection and servicing 3. Each A.V.B. sholl be Installed downstream of the lost Ihut-off valve and at leolt 12 Inchel above the highest sprinkler head outlet. No valves may be Iocoted downstream of the device. 4. Under no circumstances ehould the A.V.B. be installed where it will be under continuous operating pres.ure for more than 12 houl"II In 24 hour period CllY OF WINTER SPRINGS 01 ~ -c ~ -- _~~-!fu' ~ ...--. 2" 90. ELBOW ~2" GATE VALVE 2" THREADED CAP ~ '*'- ~ ~ ~~C. (lYP) III /l ~ .v-2" 90. ELBOW iI lie mr~ ~ . V- METER BOX ~ WITH COVER . -+-' Q) Q) ~ (f) fJ'\1 ('.11 ~r rt o';Joooog,~ooOoooooo ,co 00 00 000 0 ggogggoggooggo( 6" OF GRAVEL OR == ,. '" ,., 0 ..... 0 ... n,- CRUSHED ROCK BEDDING I .- o -+-' Q) o '"'" ,Ir ...... 11 ..... '- 2" gO" ELBOW ~ ~ m ...... o -+-' Q) L.. ~ rot) ~ f'.. o NOTE: ALL PIPE AND FITTINGS MUST BE SCHEDULE 80 P~.C. .\ "" CITY OF WINTER SPRINGS BLOWOFF VALVE WSW005 12-15-93 D TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL - A-:-.-01 RECAST \\. ~hANHOLE \ \'. VALL .. MANHOLE~PVC OR INVERT DIP_ I . . ~,.... .". ~'":l.','.'.' ,.....,.. I ~~;~~;...:..::,<~ .: .:.~~~": ,::'~~~"~~: oj I ~ f l FORCEMAIN CONNECTION MANHOLE WALL A r'1.. TEE 1/2 PIPE DIA _ .~"l; ~r~ I BRICK AND ------, \"~("/"'l..,.1 J f'tKF UENT MORTAR DAN . ""I . LU S WER t ~.".. .~'..\.- ~ ~ -CONCRETE ENCASEMENT INLET CONNECTION~ ~~:.:'. :;~;: _~t::L-- OF VERTICAL PIPE AS REQUIRED ;:{~r--?::~ -DROP PIPE I -'. MANHOLE INVERT .... ~ . .~.....~,...-!.:.:y:.. ~l-- 190. BEND .>!.~"':""."\ ~', ..,..... .... ..: '.~ .,..~ ~.::,".".' ....,". c:~..:. e. .;,.~~....:. .:./:.:. '.~,,'"o . . '. '. .. ... . .'..~........ SHELF TO BE INTEGRAL WITH PRE-CAST BASE DROP CONNECTION NOTES: 1. PENETRATION TO EXI~nNG MANHOLES SHALL BE ~UK~ BORED 2. OUTSIDE DROP CONNECTION SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO FEET OR MORE ABOVE THE MAIN INVERT CHANNEL gECAST MANHOLE WALL \~_ STAINLESS STEEL BOUND~ J\:~ ~WITH GROUT ~I' J ~OLE INVERT I .,c~ ~~..~I, '.j :". ~.~~} :"~4.::.:.\..';". ~~". ...,~... .....'..fI. !."',":." ~-, .,~ .':.' ~,. ,.... :--,. ..... ." ". RESILIENT CONNECTOR STAINLESS STELL PIPE CLAMP PVC OR DIP lYPICAL CONNECTION ~:j SANITARy...... SEWER NOTES: 1. ARTERIAL ROADWAYS- USF RING AND COVER SERIES 170-BJ. HEAVY DUlY LOAD RATING. COVER WEIGHT 217#, TOTAL WEIGHT 372#. 2. RESIDENTIAL ROADWAYS- USF RING AND COVER SERIES 170-J. HEAVY DUTY LOAD RATING. COVER WEIGHT 150#, TOTAL WEIGHT 305#. BACK OF PAVEMENT RECLAIMED WATER MAIN ". --q/r SINGLE WIRE SERVICE UNE ~ SPLICE JJ ~ -.... "' ,., \.. 1" CO;ORATlO; ...-i STOP 12 GAUGE____ ~ THNN WIRE 1 t -0" lAIN METER BOX TO BE SUPPLIED BY CllY t== - @ .1 ') -- RAISED 1 1/2" LETTERS FLUSH WITH TOP OF COVER LABELED SANITARY OR STORM AS APPLICABLE I"-- R.O.W. OR BACK OF SIDEWALK I" 23 3/4" .1~1 1/4- ~I PLAN MAINTAIN l' MIN DEPTH OF COVER MANHOLE COVER TYPE BJ ({SIDEWALK EDGE OF PAVEMENT l' -0" rBACK OF CURB / MIN r;..~ U! ...:......... I~~ -===l~:~.f...;;.:.t r,~" b . . - I 1" SINGLE b z ~ .- I' ~ ..... ---~ CORPORATION ~R 0 W J SffiP . . . 1" CURB STOP -- ~ FORO COM PRESION BY FEMALE A5~ /)I JZ< WITH LOCKING WING STAMPED ?~ l "RECLAIMED WATER" ~~ I- 2~ 3/4- .1~1 1/4" W/~//.I, MANHOLE COVER TYPE J METER BOX TO BE SUPPLIED BY CllY ,,-- ~" 22 1/4" / I ' f ""J .1 PROFILE NOTES: 1. METER BOX INSTALLED BY THE CllY OF WINTER SPRINGS I. 24 1/2- 30 1/4- , I USF 170 MANHOLE RING WSRW01A 05-22-95 CITY OF WINTER SPRINGS RECLAIMED WATER SINGLE SERVICE CONNECTION W.S. Detail 6-9-00 TYPICAL MANHOLE CONNECTIONS MANHOLE FRAME and COVER . . '" I'~.. ....1 ...... '. . 1M I:' .' " .... 4 VlJ 1M I:. . ~.;r ....., M.--:'.:J W ~ COILED TRACING WIRE \ (lYPICAL) - I I I I I I J I / I I - ~~ ~~ 1\ \ \ \ \ \ , \ '" ~TAPE -...""",, 1/ I I ~ ~ ~ TAPE ~ \ ~\ )-- ~ J 14 THHN SOLID COPPER I TRACING WIRE GENERAL NOTES: 1. PIPE UNE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER RECLAIMED WATER AND SEWER FORCE MAINS. 2. SYSTEMS-TRACING WIRE SHALL ALLOW TRACABIUlY OF AlL PIPE BRANCHES INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHAlL BE INSTALLED OVER THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY 5 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAl AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. TAACINa WIRE CONNECTION 3. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENT- 1FED PVC VALVE BOX AT THE END OF THE RUN. DUCTILE IRON POTABLE WATER MAIN NTS TYPICAL METAL PIPE 2.5" - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE. \ ~n , "'l./ /'7~'l.'/'Z.'/.', ''','l f /f/~~'/.'/'''/,'/.'/'''/,'/.'/'fi'/'Y,v..'./ ,,~. '.''''7,''.'' ,~' ~ ,~~ ~ ,~ ~ POTABLE WATER MAIN POTABLE WATER MAIN ~ , ,y,'/.,/,oy,'/.,/,oy,'/.,/,-y,'/.,/,'l.' ,/,'7,'l.' -'-'7,%' //7,%' -'-'7,Z.'/.' /,7,'l.' /.'7,%,/,-y,'/.'7'%'/,/:a~ ""'<G!U 6. - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE~ ~1' ~ ~~~ ~~~ ~~~~~ ~ ~ l%"'fi~~'~X'X,zX'h%~D%~'Y,'/.'L'Y,'/.'bY,%~Y,~~'fl%~'fl~~/'u~"u",.".Uh,' , , -, " ~ PCJ1'MlE WAltR MAIN POrMU: WAD !oWN POrMlE M1ER !oWN ~ ""<(;ill 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. ~ ~ A"; 7\ ~ ~~~ ~~~~~ ~~~ ~ ; PCJ1'A8LE M1ER MAIN POrAILE *ltR MAIN \ ' POTAII.E M1ER IMlN ~ , ,~ Ii' I'OWU WAltR !oWN PCJ1'AILE WAD !oWN , POTAII.E YM1ER MAIN ~~ ~lJ ssnnnnsnn H.__ sue sue uu WA1ER uu S:UC $C$C $C~~~~~~2UC ~~$($(~$(~$(~ $C~~~~~~~~ s:c S:C~ $(X~~~~~ ~~~ ~u~ftKl U~~~~~ $($(~UCU $C u ft uuuU~J:CJ:C ~ U[iIIU J:Cft WATER ft~ ~~~U~J:C~ $(~$(~~ J:C - RECLAIMED WATER I r-L I TO BE DETERMINED SEWER POTABLE WATER I r-L -,- TO BE DETERMINED . AS REQUIRED ,~~ r- TO BE DETERMINED "DOWNSTREAM" LOT LINE J lYPICAL VALVE BOX COVER DETAILS ~ ~ ~ ~ ~~~~ [ t1 h if """U' "y" BRANCH WITH SPU 30. CURVE SET TOP OF VALVE BOX I TO FINISHED GRADE ~ENSION STEM WITH I 1-1: 3" CLEAR ~NDS~P~~N~~D~UT~""i-r4'~-~ 18" 18" 4" CONCRETE I REQUIRED FOR MORE I "'- COLk WITH 14 REBAR THAN 4' DEPTH ""- BOX SHALL NOT j nIl ~ C~~fT~~~E ~ REST ON VALVE I ~ (CAST IRON) Co OR PIPE Jl I \ n MECHANICAL JOINT l VALVE (lYPE _ / ~~~ GATE VALVE AS SPECIFIED) ~ ~_ , ~ m'm ~ 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO ,3' ABOVE GROUND SURFACE SEWER MAIN-./' SIZE VARIES PLAN .Qr- Clean Out is to' ~ 3' MIN. be placed at t ground level after lV inspection & acceptance by the I "- utility department. GROUND LEVEL - ..... lYPICAL VALVE AND VALVE BOX DETAIL C-) w.s. DETAIL 6-9-00 DT 6" MINIMUM VALVE. VALVE BOX AND COVER 1~~!$~~~[$~~~~t.~~~rt~$.t~i~~Si~~~~~~~~1~:~~&?tj~t~~~t:~~~~i.~~: ~ J ~.':'V':,...."'~.A::" :.. .... ~_.~.~". .!......~:-. ..~\. ...~ "'..:,..........":.:.~~.:." 4 ~;:.~..;.:.-:-...., .....f! :"'. ..):...j,~:... .!'~. ~~ ..~" ..:,.,.".~~,:..M;~ -:' ~:-. ..,~..t....:1;......J.'J.." ,0" CAUTION BUIREO WATER LINE BELOW CAUTION BUIRED WATER LINE BELOW -.:. '. I. '.. . . ~1..' ..... ".. "0. .. .... l'.'" ,..""" ... ~ ....'" ,,'" ".. .......0 - SEWER MAIN SIZE VARIES NOTE: SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE PROFILE NOTE; Standard Non-Detectable Warning Tope Water Line Tope is 3" Wide and Blue With Block Lettering Sewer Line Tope is 3" Wide and Green With Block Lettering Force Main Tope is 3" Wide and Brown With Block Lettering CITY OF WINTER SPRINGS TYPICAL SEWER CONNECTION PIPE IDENTIFICATION AND WARNING TAPE w.s. DETAIL 6-9-00 BY' DT (f) ,....: Z w. ~ Cl (f) Z o (/) Gj 0::: ...... CO 10 ~ I") N or- ......J ~ (/) Cl w ~m t- ' :::> ::::> o (/) ~ ~3i 3: >- ~~i ~ I- o :z lC>-I ~ ~ ~I ~H~ ~~ L--- L....- J 1 ~~ , I I I T J ..:-: z W ......J U 1 Of.-.-' N = = N an C) t'-4 ....... LO t'-4 LO * ui a: o ~N Z ~~ Irt.i ~ ~ cn~ N C"'~8 ~~coo ,m · d ~ .: (/)Ccoo ffi~-~ za:::""'o ~o~., ~~~~ .~~'t- coo cn:lu ~a:::~.... ~ wCco 8 ~~r::-~ I ffi~~o ~.J ~g 5w =>co cnN Zco 8N III u a: g ~ ~ ~ ! ~ ~ ~ m ~~ gi j ~ J ~ o W 0::: I CL (f) ~~o ~~ ~W ....~~ en ~ Z N 0 o v o 00 N .- N :I: 0 o N a::: . 0 <0 ~Z WSS001 11-17-97 W ....J W () ~ (f) 0 SHEET en 3= ~ ~ J . 0::: ~ Z W ~ U W J o 0::: CL J o 0::: CL >- m z 5; o 9 .. '" . ~ . 01 ~ "U , ~ Q) Q) .c (/) .- o ~ Q) Cl o ~ Q) L.. ~ t") ~ ,....... o r.r Bel ~ l-r ~illTff~ (SEE ~OTE 1) fi} I i~ll i~ ~ g i 11 I ~-;r- COMPACTED :l: ~ en = I rl BACKFILL ~~~ 1 Be l!-TT ::~ ~:~~~~%~/~;:D ~~~ '0 ~Z~ !Il:" !:~~ + ~?@. y--Be/2 ._~~~, Jd 11:iTli1} ~ A/J -- ~T 3. UNDISTURB,St' III -- --'~:!: ~ SEE NOTE 2 SOIL - __ J__ PIPE BELL ~ , :n If . I illlfiT.l..L!:n T!- 0.8 Be (TOTAL) L COMPACTED GRANULAR BEDDING MATERIAl NORUAL TRENCH GRANUlAR BEDDING CLASS "s" SEDDING-NORMAL CONDITIONS [) (]I 2640' RCW) CONSTRUCnON 1 YU: IllGHT lAH! o.D!ED -r- SYMBOLS WJ Work Areo o B Sign With 18& x 18& (Min.) Orange Flag And Type Blight Type - Or Type -- Barricade Or Vertical Panel Or Drum (With Steady Burning Light At Night Only). Tubular Markers May Be Used During Daylight Only. .. Type -, Type -... Or Type ......... Barricade Or Vertical Panel Or Drum (With Flashing light) (]I Wark Zone Sign Advance Warning Arraw Panel - [) Bd . I '-:-:- ( SEE NOTE 1) i11r- II ~ 1'-' SELECT - I I II COMPACTED MATERIAl---...., - Bc -' BACKFILL ,.."~0// G ~ ~ ~~:_ '. :.', ;lBe/4 (e" M!N.) ~~~. :...~ CONCRETE --....... ~ / /I ~/ """ ~," r "" ~ / /~ ~ + ~~,,7:~' CONCRETE Bc/2 I~~ ,,: \~ ~ it J __ Be/2 I' t'.~: .. X~' A /r- 1'" .~ .....-. I -D ,- ~Be/4 (4- MIN.) -~, '. -.'.. --:- ~ ,,--- -- UNDISTURBED ~' ,- 7 -, , :::::;..--- SOIL COMPACTED GRANULAR - BEDDING MATERIAL ~IUnl r: CONCRETE ARCH COMPACTED BEDDING AND TRENCHING NOTES 1. Bc = PIPE 0.0. Bd - TRENCH WIDTH AT TOP OF PIPE MAX. Bd = Bc + 24& MIN. Bd - UAX. DIM. OF BELL + 8& (UNSHEETED TRENCH) MAX. DIM. OF BELL + 12R (SHEETED TRENCH) 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAl SHAlL BE AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON- CUSHIONING MATERIAL. DEPTH SHALL BE 6- BELOW BOTTOM OF UTIUlY. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT. SHEETING SHAlL BE CUT OFF A MINIMUN OF 12- ABOVE TOP OF PIPE. OR HIGHER ~ AUTHORIZED BY THE ENGINEER. AND LEFT IN PLACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30- BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING SHAlL BE APPROVED ~ REQUIRED. 4. PROTECTIVE CONCRETE SlABS ARE REQUIRED WHENEVER DEPTH OF COVER IS LESS THAN 36- AND IF APPROVED BY THE UTIUlY. 5. BACKFILL TO BE COMPACTED TO 98" DENSllY OF MSHTO T180 MOTlFIED PROCTOR IN AREAS TO BE PAVED AND 95X IN OTHERS. Be/4 (4 MIN.) PIPE BELL Be/4 (8- MIN.) CLASS "A" BEDDING-SPECIAL CONDITIONS PIPE BEDDING + TRENCHING DETAILS <):::I ~ ~ ~ (]I r- Median.-/ ~ (]I (]I c:::t> ~ ~ S iii 8 8 (]I l!IaS J 500' m88~~~.1 200' Min. I Jq-L I _ 2 Where other Canstruction Or n END I Maintenance Operations Occur CONSTRUCTION Within One (1) Mile, Signs rTO Be Omitted And Signing To Be Coordinated In Accordance With Index No. 600 ~ [) (]I 1140' r 1000' I~~~ (]I L ) MaxImum Spacing Between Devices (FT.) To Be Equal Ta The Speed Limit (MPH) But Nat Greater Than 25' Far Cones Or Tubular Markers Or 50' For Type ... Or Type ,...... Barricades Or Vertical Panels Or Drums. I Cones Or Tubular Markers At 25' Centers And Type ... Or Type ...... Barricades Or VertIcal Panels Or Drums At 50' Centers Far First 250'.Thereafter Canes Or Tubular Markers At 50' Centers And Type ... Or Type ...... Barricades Or Vertical Panels Or Drums At 1 00' Centers. GENERAL NOTES lYPICAL APPLICATIONS Pavement Resurfacing Pavement RepaIr Utility Work Bridge Repair Guardrail Work 1. Work operations shall be confined to one traffic lane. leaving 8. L (mln.)- Length of toper In feet: the adjacent lone open to traffic. _ WS far spe" 45 mph - ~ for spee.. 40 mph 2. All vehicles, equipment, workers and their activities ore m restricted at 011 time. to one side of the pavement. Where: w- Width of laterol transition In feet 3. The first two warning signs, each side. sholl hoW 0 18- )(18- (min.) S- Posted speed limit (MPH). orange flog and 0 Type B light attached and operating at 9. Arrows denote direction of traffic only and do not reflect 011 times. pavement marklngs. 4. All signs sholl be post mounted If the closure time exceeds 10. longitudinal dimensions ore to be adjusted to fit field CONDITIONS 12 hOUri. concf.ttons. See Index No. 800. 5. On undivided highways the median signs os shown ore to be omitted. WHERE ANY VEHICLE. EQUIPMENT. 1 T. When work I. being performed on a multilane undivided rooWORKERS OR THEIR ACTIVITIES 8. When work Is performed In the median lone on divided highways the ~t;;:it~~,"s normally mounted In the median (os shown) shall ~CROACH ON THE LANE ADJACENT barricading pion is inverted and left lone closed and lane reduction . TO EITHER SHOULDER AND THE signs subStituted for the rlght lone closed and lone reduction slgn'2. When a Ilde road Int.rsects the highway on which work Is . . . .. . . . being performed, additional traffic control device. sholl AREA 2 OUTSIDE THE EDGE Of The ' same applle. to undivided highways With the fOll9w)lng exceptions: be erected In accordance with other applicable TCZ Indexes PAVEMENT a} Work sholl be confined within one median lone. lb Additional . I:)orricadll, cones, or drums sholl be placed along the centerline 13 r' I TCZ. . . abuttin" the work area and acra.. the trolling end of the work are1i. ror genera requirements and additional information 11 . refer to Index No. 800. When work on undivided highways occurs acra.s the centerline 80 a. ta encroach on both median lanes. the Inverted plan Is applied to the approach of both roadways. 7. Signs and traffic contral devlc.s or. to b. modified In accordance with lNTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when no work Is being performed and the highway is open to traffic. TRAFFIC CONTROL THROUGH WORK ZONES MULTIlANE, DIVIDED AND UNDIVIDED' RURAL NIGHT OPERATIONS OR OPERATIONS EXCEEDING ONE DAYLIGHT PERIOD ~ ~ ~ ~ (]I r- lAedian J I) (]I (]I c:::::> c:::t> 1~7//'.~ ::~_~rk Area 1140' r 1000' r 500' ~ 8 P 8 L 8 8 8 8 W~~ ~' I Area Tempororlly ..... - -t I Arrow Pa~ Ope<oti~::':~n::" ~ /"", And 0..;... R.m..... Or R.located Hinged Or -- S!gnl_ S1gnl-~ Overlay Shields Covered COvered (]I 2640' ROO) CCINS1'RUCTlON 1 MlU: (]I [) 2640' RCW) CONSTRUCnON 1 MILE Hinged Or Overlay Shield c:::::> c:::t> (]I (]I ~ ~ Where Other Construction Or , I Malnt.nance Qperotions Occur ~ Within One (1) Mile. Signs To Be Omitted And Signing To Be Coordinated In AccOrdance With Ind8lC No. 600 '- Temporary Pavement Markings Placed Through Work Area And Devices Relocoted Loterally 2' to 4' Out.lde Edge Of Pav.ment L "2 EVEN PAVEMENT ~ <= ~ <= (]I ~ lA.dlan'-/ I) [) (]I c:::t> c:::t> c:::t> r7'77""/ /~. . - ~;~k .re 8 p 8 8L 8 8 8Y -:f ~ :/ J I Area Temporarily , Reopened To Traffk Arrow Panel Operation Discontinued And Devices Remaved Or Relocated (]I ~ (]I (]I (]I 8 1140' J 1000' r 500' Hinged Or... ~ Ow~~ Shields ~ 1 Plaques To Be cove~ed Or Removed When W Operation Resumed UNEVEN PAVEMENT 1lW1'IC COfnRClL nRlUQH WORIC ZClNE:S MULTILANE. DMDED AND UNDMDE.RURAL NIGHT OPERATIONS OR OPERATIONS EXCEEDING ONE DAYLIGHT PERIOD RCWJ CONS1RUCTION i Ml.E l I END 1'1 CONSTRUC11ON Where Other Construction Or ~ Maintenance Qperattons Occur Within On. (1) Mile, Sfgns To Be Omitted And Signing To Be Coordinated In Accordance \ With Index No. 600 '- Temporary Pavement Markings Placed Through Work Area And Devices Relocated Laterally 2' to 4' Outside Edge Of Pavement L "2 Signs Cove INTERMITTENT WORK STOPPAGE' RIGHT LANE REOPENED TO TRAFFIC · DAYTIME OR NIGHTlME '\: COVER SLOPE TO COVER ~ ~ SLOPE TO MATCH>~. ~ ~ 4 GRADE .......-1 r- r <i <1 . . 4 J . f 2" DOUBLE CHECK VALVE ASSY. \ ]I![ ;., ]![ II II "lUll n ~ CLEAN OUT RING & COVER / U.S.F. No. 7621/RUSSCO C762 FINISHED GRADE ~ 1R (TO ACCOMMODATE SOD) PAVED SURFACE" / , 1I~IA~ff#######j' I '\J ~ :f ~ ip~ I" j 2" ~~'~'(y""><'<''' Y /. " << ~~,. ~ ~,~ I J, I l/Yl<<Y; ~/0~)y>y>/ I I ~~~ ,<(f</><~ / /'X/;(/~ YV>Y/; I / /~>>~ (/(/ ~ /rt: 1/ ~/ ~ ""~ /~~ V" ""'! V>;/ M /~" //,>-Y/ v /, / / /, ",/ <"~ Y>0 Y " "50"50Y>> '" /. //, >>/, //y///// THREADED P.V.C. PLUG . ,,/ /, ,,/ ' . )g) . .4 "A 4. CONCRETE ENCASEMENT TROWEL FINISH PLAN 6" P.V.C. CLEANOUT NOTES: 1. CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIBLE. 2. CLEANOUTS SHALL NOT BE INSTALLlED IN TRAFFIC LANES OR AREAS UNDER HEAVY TRAFFIC LOADS. 3. THE COVER TO BE MARKED RS-. 4. CLEANOUTS TO BE INSTALLED PRIOR TO WATER METER RELEASE. 5. NO 90' BENDS SHALL BE USED FOR CLEAN OUT INSTALLATION. 6. THE DEVELOPER/PROPERlY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR CEANOUT INSTALLATION PRIOR TO WATER METER INSTALLATION AS SPECIFIED BY THE DEPARTMENT. 7. A CONCRETE COLLAR MAY BE REQUIRED IF CLEAN OUT IS LOCATED BETWEEN DRIVEWAYS. SPECIAL CONSTRUCTION DETAIL WILL BE REQUIRED. /11 == TYPICAL CLEANOUT INSTALLATION 12" MINIMUM I .. 20' ::::::::::J:::::::::::. - . I - ...--......... ............. .............. ...........-- ............... : :::::::::::::::: ::::::: ::::::::::::::::: ::::::: :::::::::::::::: .............. .- .-. ....... ...-.... ....... ........--... .....-......... '" ro N - - 2" CORP. STOPS \- Aj;L.I h ~ " fPLAN 12" ~~ I · 12" L I I .. L I :I , ,- , 1- o~ I: '" I: o N o N I J!2 z w ~ ~ o o (f) o Z Q: a. (f) a::: w ..... z :r: lL.. o ~ U a::: w a. ,......COtO~,."N..... (/) ,....: Z FINISH GRADE I FRAME &: SOLID LID NEENAH No. R-1974-A (ROUND) OR APPROVED EQUAL. WITH CLEAR OPENING EQUAL TO PIPE 1.0. "m · w ~ Cl r FINISH GRADE (TYP) 45' P.V.C. BEND ______ . .r;::=r . ~:r...J . P.V.C. PIPE____ 4 P.V.C. WYE '<14 4' 4 FLOW - FLOW - ~ ~ , - - . .LI. . ) l . 1- I I . ) '4..'4. 4 45- P.V.C. BEND .--' -J I- 6- (TYP.) SLOPE INSTALLATION CONCRETE ENCASEMENT 6R MIN. ALL AROUND TERMINAL CLEANOUT PIPE AS INDICATED ON PlANS IN-LINE CLEANOUT CLEANOUT DETAIL IN PAVED AREAS 2" WATER METER lf~ - 1= (/) Z o (f) Gj a:::: 2" PVC PIPE / 2" GATE VALVE I ~INISHED RADE / /' 2" THREADED CAP ~ . ~ -~~ 2" ~O. ELBOW ~ r;:. ~ 2 P .V.C. (TYP) r--, ,. ~ 'v- 2" 90. ELBOW 1 " rl &...... Y METER BOX WITH COVER Il!!'~~ J O!:'O 0000 0 OOOO!'OO ":;0 _ _ =f 1::;::;;::;;::. 6. OF GRAVEL OR b "H r " ~..".. _to "'-. CRUSHED ROCK BEDDING ~ "- 2" 90. ELBOW .....J GS Vl Cl~ W (/) ~ :;:) g~~ :c ~3: r- 3=~~ Cl' b :::::i ::E ~ ~ t- O Z 2" CORP. STOPS -r "I~ .J 'n ~ JiQIE; ALL PIPE AND FITTINGS MUST BE SCHEDULE 40 P .V.C. w 1 ~ 28" - ~ 1 I. 20' - L 1 TEMPORARY BYPASS W.S. DETAIL 8-9-00 DT SECTION SECTION NOTES: 1. 4000PSE, TYPE 1/ CEMENT 2. REINFORCING: 3X4 W /3.1/W4.1 WWF 65 K.S.!. TYPIC~ TRENCH DRAIN ~ .--......r- v v \1". .AII tA,^,^, tAli"^' \lA. tAli \I", - "V v ~ ^' \PA~~~ COURSE l 1."r';2~()~I.AP. . . ~.. ,.'" "AIA\IINI,<<( ., I.' I . I . NAllVE S4NO Rll ..../J" (LESS lHAN lOX .' ." ~ PASSING Na 200 .' . ~ S/~ .. ~ ~ l> /).. "'t'LEAN- S4NO Rll (LESS THAN 5X PASSING Na 200 SIEVE) ~ ~ ~ ~ . .. SJ \ K." 6. UNOERORAIN PIPE -......... ' ...., . .'. '. WITH RLTER SOCK X)' . (Aos ORAINGIJARO OR EOUlVAlENT) ~. c'.. . ." , RLlER FABRIC WRAP~ : .:.,~,.:..'; ..' (AlIRAFI '-ION OR EOU/VAlENT) . ..' . . '0." ." ," ~ 6. 6. min. min. PRIMARY CURBSIDE UNDERDRAIN DETAIL NOT 10 ~ utIlERlIW4 INSTALlAmN 1. PMment IIfIClri1ins shcMd be constructed within a minirrun 6-inch diameter perforated undlrd1in "" N1S Iningtad or 8qIWaIent. lrapped with filer fabric (Y"rafi 140M eI' equivalent) 2. Unclerdrains should be constructed within 5 feet of the arbs and at the Iocotians shorn ~ the Underdrain ~ Plan 3. The invert of the roadway undlInhin should be placed at least 30 inches below the bottom of the base CUll of the pcMmIl1t for Secondory parki1g lot UnderdraIns and at least J6 Inches beJow base CllUI"Ie fel' Prina'Y Underdrain system behind curbs 4. The roadway underdrains ..., be installed iI a trm, which is at a minimum tI 12 inches wider than the II'lderdrain diameter. with the undII'drain c:entnd ~ the trInch. fll'ther, the II1dIntcin trench IhauId extend 6 Inches below the invert of the undIrdraln piping. 5. Backfl Paced iI the underdrain trench IhouId consist of clean ICII1ds containing less than 5 percent rlflflS (FOOT filer Sand Preferered) or a Iica based c:ocne aggregate (no. 57 CI' equMilent). 6. Prior to the installation cI underdruin pipes and filer ICIncI bock fI~ the perineter of the undenIrain trench lIhUcI be lined with fler fabric (Wirafi 14ON, or equMIIenI) to minimize the potential far intMlon of lIOI' rIfleS from the surrounclng natiYe subgrada. 7. The filter fabric Ihould CXlfI1)Ietely line the peimet.- of the lIlderdrail trench and overtop a milinun of 6 ildIII at the tap of the mer ICIIId bocIcfI. 8. ~ lInderdrains IhouId be rcMed to provide pos/tiYe outfaR and d"1ICharge through the storm drainage system. Undenlrains should be IIoped and c:onnec:ted to the nearest stonnrater InIetI which III also sene as cIean-out structures for periocfc malntencn:e. 9. Whn ~ must cross ather utIity Inn, place underdrain belol the utaIif. 10. Contract.. must notlfJ engineer at the time of 1nstoIIation, If gRU1dwater tabJe is observed IIlh1n 2-f. of the partclng areas not underdralned 11. Roodwoy underdrains should incIucIe capped and _ed inllp8Ction and cIean-out porta extending to the ground utace at spacings no greater than 200 feet and at tNer'f bend greater than 45 degr-. and at the terminus of each underdrain ... plter than 100 feet and not terminated ~ the sIonn druln irHt system. We also I1ICCIMIIIld that a mailtenonce prognm be established to fUh and inspect the ...rdraIns on a periodic basis. 12. All pcMIIllIfIt IIlderdrains be inatoled under the fuI-time obserwtion of a LWvnoI Engineering Sciences geotechnicoI .-.gineer or his rIpIlMl,lbtin. ./'....~ ./'......A. a: ~ ~ ~ 3 ~ w ~ C o ~ I ~ ~ : ~ ~ ~ .,~ ~i z ~~ ~ I~::& o w Ck: I a.. (f) BLOWOFF VALVE CITY OF WINTER SPRINGS ~ ~ ~~I r ~~ ~ ,.--," ~~~~ PAVEMENT BASE COURSE " . i. ..'.'. ;: ., '," ....:,..... ., 24" MIN. ..' .":'. '. "CLEANn SAND FILL )~: ---- (< 3" PASSING NO. 200 SIEVE) '-:; ',,::. .,: .... / 6" 1.0. PERFORATED HOPE ..' DRAIN PIPE WITH FILTER c: FABRIC WRAP (ADS ; ~ DRAINGUARD OR EQUIVALENT) ,: .'. . . ... . ..' '.' ....~" .. ,; WRAP TRENCH WITH FILTER , ~ .oJ I. "..:, FABRIC (MIRAFl 140N OR ':', ...' .L- I' EQUIVALENT) .=-: z w :J u .'. ".' '-;. I I, I. I ~.. I 6" r- . ;', .' ". , . :.', : '. ~ '. ':: :::,:.:.; ..:,." . 6" 6" 18" SECONDARY UNDER-PAVEMENT UNDER DRAIN DETAIL tm TO &:AI.[ fiNISHEO GRAOE ~ P. II. ~ SCREW TYPE C4P ~ -' h ON CONCRETE ENCASEMENT 6M CONCRETE ENCASEMENT FOOT fiLTER SANO OM UNOERORAIN PIPE WRAPPEO WITH fiL TER FABRIC (Aos ORAINCUARO OR EOUlVALENl) ~ (f) ....: z N 0 o "lit o 00 N .- N :c 0 u N 0:: .0 <(0 ~Z UNDERDRAlN CLEANOUT DETAIL w -' W () ~ (f) Cl SHEET , J o a:::: a.. NOT TO SC&U 10 1\ (f) ~ ~ C'\I ~ (X) ~ ..... ..... C'-' ~ ~ ~ Ln C) U L&J Q ... ,..... LO ..... LO =I: L.I,j a.: " ~N ~ ~f iD') ::;)..... 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(.11 ~ ~ ') I ! ~ L ~ t I L "'" r'r I 1; I ~ 1 ~~ ~ 1'1 I I II I ~~, :,1 J I ~ 1:.,?j.J I;'! ~~~~ I I) 1 ,~<~'/////~ I ~ i I i 1111I1 III III 11I11 ~ I,i Lt, I ~ ~~ '///L.ZJ if) i (~ i~ I _- .1.11 ~ ,,\iC~~ ., :. I ~"'1'> I ~ ~ , ,~~~~ ~ l ~,-~ _ ~ Turf - I" "' ~ v"^^X x x '-~ fI - (r;;:: '" g "'--'. -.... ~ ,""\:\::::,:": lli!!J F77 "'1 //~ ~ ~ ....... -- IQ ... ~- . r. ~ I - - ~ -- I ~ , ~ ~ , I , ~ ~~ \\S~I ....... / // / ~ ~ .............. ~ ......"......... / ~ --- - - ~r ~ - r ~~ )( l'J<V\.A x X /<J< '-~ L/ - I ! / / / - - ~_r ~= '" /' ~~ r- ......_ I 1 I I I ! - f-- .~ ! ~- "'---' -') . DI --$ lli I , - >IV I - 1111I III / III I ~ ( ) ~ 1) I --$ ~ . ~ ~ , ~ ~ ..--......... ~~ I .. ~ . II.. II I) 'lI' !:~ 1', ,;,: i~'( ~ .)W x XI.lI( x ,)II x x "-/ ~ - r ~- ~~ .."......."............. ~ ~ ~ -- I :::i.: I <=> l\ \ ~\\. \ 111111 11111 ~~ I IlmlllM. ) eI' / -~ -- " ~ '--/ ~ /<./<./<./<.Al^-"--/<...../<. '-..::? ~ ~ ~, (~ ) ~ : ~ I I ~ ~~ULCH ." - ,., .,'." i ~ I ...d! ~ ~ ~,-.... I ~ :)W~~~ , ~~V/~~~J ~ ~ ~.~ ~ ~ ~:', I ll~~ ~r'~ \ - ~ . \ ~ \ ~ ~ \ ~l~ ~r ijy~ ~ , ~~ ~~:~:~-! ) ~JA I t;~ ~, AVl ~ -~LCi0vP. /' r/: " ~7~ ~ /J1!J 1)0 ~ ~~<. :rA~ .~,,~~~ / ~'ltEV- If/ 1/ ~~, / j ~W'!' / A ~~~ ~> U//I IZ(L, "1' ~ ~',.\ ''', / ~~ ~ '~ULCtt.\. /.~ (~- \\ // .-~%~ r~/ ":3 ~ /r-: xxxxxxx.xilx.x~x_x~xxxx~ ~ z C) (J) '----"" o (~) 'I (~) ,,~~ /~ -.r ~ ~ [] I -- / Turf ( C ~ Bahia Sod Am d Reten' n Pond ') I ~ _ I 0-J I I I ~?;Gf)'4A I J '--^:7 ~ '-.J ..-- n ..q- r"" I I I 2A~ ~.....~ '-./~ '-/ ..... .'d.. I Turf ~ . "n,,,,,,, 'r"""'" , : D~ ( ~!oo : ) ................ ~ l' ~ ~t lL LD ~ \:.../Sod ex) CD ..-- ..-- 4: 1 ~ I Sod - L~ ~ "7"'/, L./ ./ . J n , ~~..., 1..tI' I ~ , ~e'20'l Ir l' ~ -- ... v N07000' 49"W 822.36' (C) UNIMPACTED WETLAND AREA ~ J'" ) CD 2: 1 7 co' ~ o' 15' ~ CD I I I ~~~ , [J (J \ J I q j \ 1)J j ~~-/ ~ ...- v . ...- N tv . . ~ 7; ~ -22 - ~.~ z PLANT MATERIAL LEGEND \ E HE EL E j North @ 30' , 60' , SCALE: 1"=30'-0" ( 6) ) <3 Ee o 8 8 (!) o @ ~ fm ~ ~ fIIIIllIlII1m - /////;',. //.1//// ~ Sod ~ I C j '-/ ~ ~ -.~ '\ \ -..- ~ 'I \ i-I Ii 1: '1 " \ --- :,1 ': :, : " --- "i 1. I ~\ Ie, 2 ~ ~'Immli',. 23 - ~lil~I!!:'ml (') ........ ~ ~ . .. . III I c J '-.7 I C J '--/ J C J --L'....~ '-..7 '"'Vir ~ ~ v \ \ \ \ u.. (/) 18 1 6 [,I) 1 \ ~ N 4-: , \ \ \ \ ~ C \\1 ~ \ \\\\ \ .....I ' ~J \~ 1\ / ~ <(,.bi ~ I [K"'" ~ \ '\ ';IF.. ';Ii' . , \ 6 \ I 2:' Sod 6 IN . . ~ ) 16 18 \ <> -- 7; ~ .~ 23 23 ~ ~ \ II 1 '\ \ . . ~ - -- -:f /\ ~ o ,-"", :::;:..' .,." """"'-"- -SF ~ - I ~ Existing Tree to remain Quercus virginiana , Live Oak (19 @ 4. caliper, 14'-16' height x 4'.6' spread, 5' min CT, Florida # 1) [] Magnolia 'D.O. Blanchard' (15 @ 2 W caliper, 8'-10' height, full) Magnolia Virginiana , Sweetbay Magnolia (28 @ 30 gaL, 8'-10' height) Magnolia little Gem' (19 @ 30 gallon, 6'-Theight x 3'-4' spread) Lagerstroememia indica 'Tonto' (21 @ 30 gallon, 6'- 8' height x 4'-5' spread, multi-trunk) Viburnum obovatum 'Std." Walter's Viburnum (31 @ 15 gallon, 8'.9' height, standard trunk) T abebuia chrysotricha , Yellow T abebuia (4 @ 30 gallon, 8'-10' height x 4'-6' spread, full) Merica cerifera I Wax myrtle (5 @ 15 gallon, 4'-5', full) Sabal palmetto' Sabal Palm (69 @ 12' -14' CT, booted, full head, straight) Cardboard Palm (2 @ Sign Location, 7 gallon.) Viburnum obovatum' Walter's Vibumum (425 @ 3 gallon, full, 30. ht,3' oc) Viburnum obovatum 'Riefler's dwarf' Dwarf Walter's Viburnum (925 @ 3 gallon, full, 30. ht.,3' oc) Lirope muscari 'Evergreen Giant (1300 @ 1 gallon 2' oe) Pennisetum Rubrum (300 @ 3 gallon, full, 2' oc) Nandina domestica 'Gulfstream' (240 @ 3 gallon, full, 30" oe) Dietes bicolor (300 @ 1 gallon, full, 3'oc) Annuals (1100 @ 4" cups, 8" OC, full, mix as directed by Landscape Architect) St. Augustine 'Floratam' sod Bahia sod NOTES: 1. 2" layer of Mini-Pine Bark Mulch over all planting areas except lawn 2. All plant material to be Florida No.1 or better. 3. All plant material, except palms, must be container grown. Those plants 30 gallons or smaller shall be grown with an air-pruning system, such as "Cool-ring", "Accelerated Growth", "Roots Plus" or other such system. 4. No substitutions of material shall be made without prior City approval. 5. No rubber hoses or galvanized wires are to be used for staking. 6. All material shall be Florida grown. 7. All soil in landscape islands and planter beds shall be free of limestone and inspected prior to planting. 00 t-= z Iii ..... ~ CJ) CJ) CJ) Q: a:: a:: C\l o C\l C\l 000 C\l 0 0 ~ C)I C)I '7 C)I v .... 0 C)I .... .... v CJ) I- Z W ~ ~ o u ~ U a:: w Q. C C C W W W CJ) CJ) CJ) 5> 5> 5> w w W Q: a:: Q: cij z o en :> w 0:: '" CD It) V ('I) C\l .... ....J '" U5 Z ~ en r-,Zr--. c '-'~~ ~ ~~i ~~ ~C 1.1.I ~; ~ " I- ~ ~ L ~~ g ~ g~ ~~ :> ...I f::l ~ . > C u to;- , p "" c ~ i ~t ~ ~ ~~t~~~ ~ V)~ ~ ~ C III C ~ .:.:U ~& ~ (J ~ III I- Z III U ... - = III ~ ~ (W) ~ ~ II) ~ (J w ~ o 0:: a.. (:) ('f) " I: ~ W ..J W () ~ CJ) c SHEET U ... ... c CI - II:: o ... I"- ~ II) ~ Z - II:: a. II) ~ III I- Z i ~ ..... w w ::c 00 C\I o o C\I ,...: (J o o ~ co ~ C\I o C\I o Ii 1/ " /I I I / - :.!~~. ~~ ~ Ii ! I ~ ~ i-I ~ I L!i I~ ~ U I t~ ~ l/ I III~: ~ ~\~r j :1;11 ~~~ , : jl ~; ~~~ ;. il: '( If\: ~v "-18' HUE. R. '. I II \ ~ g/~'///~A / ~,.I I 11I11I III rill 1;1 I 1:f'..oIIl Y/"'//,n //'1 ~K III 'r 'I ~,( j ~~- ; - I It\. ~ II I~ II"'" , I~~ '\~ r ~~ 1/ -.;:: ~ ~'.: I': 'IIIAlI rx4r I III .~)-~~ ~- -\-- II I"', ~ _ ~ ~ ~~ ,I] , ipf n<xnc",xxxxxYY) _ ~ ~~XXXXXXXxxxucynxnn c~ : i 1:1 I I I I I I : . 15fi11ttm8 [] ~ I ,\~\><\'\."\.:'..,',.,. III i III 11I11 c (~: t _ c ~~'l/Y~' 0 I -) ~~' '.-rT~~~ ~ . ~ ~ (t ~//.N"'~AJIj1l - o z -; o a:: Q. L1 U 2 (1)~ !t:Q) ~ ~~ ff3 ~~ U ::l~ > ~O 0:: ~Li~~ w ...16-0 en .OCP~ Zl- ~~~ ~ ~ ~ r:::- 8 w zoo ~ ~ So~JS a. Q.. 0 X "C ON<( 0 o zwu; S ....J otl I-"It ~ W ...1 5 CW') <( ~ .CI)~o l1J CI) :- d> Q) c m~ih"N :c ~ cr r:::- ~ u ~~~~ W w:<C I- C>S: I Zw ....J i=C) ::> 50 en (1)W 2 ~re o ore u III u z j A. IU A. ~ U) a z j (J 00 00 0:: >- m z 3: c ~ C) z W J- U W -, o a:: Q. LANDSCAPE NOTES Prior to planting, the irrigation system shall be fully operational and all planting areas shall be thoroughly soaked. Prior to beginning planting, the Landscape Contractor shall obtain a letter from the Soils Engineer that imported fillltopsoil has been inspected and is friable and an acceptable media for plant growth. Prior to beginning work, the Landscape Contractor shall obtain a letter from the Civil Engineer certifying that the grading has been completed per plan and the drainage functions as designed. Soil preparation shall be based on a minimum of four (4) chemical soils tests. The tests shall be taken from the finish grade. The soil test shall be a part of the base bid and include N.P.R. / EC /pH. / Texture / Trace Elements and recommendations. The Contractor shall include in the base bid: The recommended amendments listed and the modifications according to the analysis. The planting plans are diagrammatic. Minor adjustments in plant locations and type may be made at the discretion of the Landscape Architect. Plant quantities and areas shown on legends are for the Contractor's convenience in estimating only. The Contractor is responsible for providing plant materials sufficient to cover all areas shown on the plans. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting. Plant material shall conform to nurseryman's standards for size and health. All plant material shall be delivered to the site with nursery species identification tags. All plant material is subject to acceptance by the Landscape Architect and may be rejected if substandard in health, quality, or size. The Landscape Contractor shall maintain a minimum 2% grade away from walls and finished grades shall be smoothed to eliminate puddling or standing water. Fine grade all planting areas prior to commencement of planting operations. The Landscape Contractor is to receive the site within! .10 feet of finish grade. The Landscape Contractor shall coordinate with all trades and maintain drainage during construction. LANDSCAPE SPECIFICA TIONS Planting Installation Note: General and special conditions noted herein are an integral part of the landscape plans and must be carefully considered in connection therewith. I. Purpose of the Specifications: It is the intent of the specifications that: A. The work of constructing and installing the landscaping be achieved in an efficient and satisfactory manner according to the highest workmanlike standards. B. The finished Installation shall be complete In every respect to the satisfaction of the Owner. Accordingly, the requirements of these specifications are a part of the landscape contract. II. Scope of Work: A. The work included in these specifications shall consist of the furnishings of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting, necessary and appropriate for the installation of the accompanying drawings dated 4/23/99. B. No deviation from these specifications, or from the agreement, or from the general conditions is authorized and no such deviation shall be made, unless the written authorization therefore, signed by the Owner or his duly authorized representative, and has been obtained in advance. III. General Conditions: A. Interpretation of plans and specifications: 1. The Landscape Architect will interpret the meaning of any part of the plans and specifications about which any misunderstanding may arise, and his decision will be final. 2. Should there appear to be an error or discrepancy in or between the plans, specifications, and planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, the Contractor assumes full responsibility. B. Quality of work: The Landscape Architect or Owner's Representative shall be notified at least two days prior to work commencement, and two days prior to requested inspection visits by the Contractor. All work shall be done in a responsible manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner, and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. C. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city or other governmental authorities. D. License requirements: The Contractor shall carry necessary Contractor's State License or certificate for the type of work listed. E. Insurance Coverage: The Contractor shall carry all necessary compensation and liability insurance to cover any workers and work to fully protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor, and will show the Owner such evidence of the above indicated insurance coverage. F. Property, etc., Damage Responsibility: The Contractor is to protect at all times all existing utilities, structures, trees, plants, and other features intended to remain on and adjacent to the job site, and to repair or replace any damaged Item in a neat and responsible manner during and as a result of the Contractor's work on the job: and the Contractor shall assume all damage or injury that may result to all such property and/or to persons where such damage or injury is caused in connection with the Contractor's work, or due to negligence or leaving open or unprotected portions of streets or other property. Should any part of the work under this contract be damaged by other contractors, the Contractor and the party causing such damage shall make adjustments between themselves, and not with the Owner, relative to the repairs or reconstruction and payment for same. G. Knowledge of Site: It is assumed that the Contractor has visited the site and is familiarized to the site conditions; and shall have verified all dimensions, as well as ascertaining the means of getting material into the site, and any other factors affecting the work. H. Segregation of Costs: At the time of execution of the contract, the Contractor shall furnish to the offer of the Owner, for purposes of accounting and scheduling, a segregated costs schedule or breakdown of the contract price, listing the various components specified, in a form satisfactory to the Owner. These schedules shall also be used as a basis in formulating the progress payments to be made to the Contractor, and these cost breakdowns shall be part of the contract. I. Extras or Changes: Any extras or changes from the contract on the job shall have the prior approval of the Landscape Architect and must be approved In writing by the Landscape Architect and Owner. J. Increased Costs: If the extra or change is to be done at an increased cost over and above the contract fee, the Owner shall sign the Contractor's written request for such additional funds for extra work prior to actually doing this work. K. Site Condition: The Contractor, in the scope of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. L. Site Clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by the Contractor and remove any or all excess materials, dirt, debris from the site, or to dispose of same as directed by the Owner. M. Owner's Materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job; for such materials, equipment and services the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, If any, will appear in the final billing by the Contractor to the Owner. N. Plans and Specifications: All landscaping including plants, groundcovers, soil additives, and other miscellaneous landscape items shall be provided and installed in strict accordance with plans and specifications prepared for the Owner dated 4/23/99. O. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons, at no additional cost. Do not damage rootball during planting. Any plants with damaged rootballs must be replaced. PROVIDE AGRIFORM (20-10-5) FERTILIZER TABLETS A T THE FOLLOWING RA TES.' 3 GAL.12 TABLETS: 1 GAL.l1 TABLET. PROVIDE 6" MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). ~ ~~a' ~ ~-P A ~ ~~~~ j~ ~ ~ ~ ~ ~ ~~~ ""'~ , ,~~ % ~ ~ ~f~", ~e ~43 J ~ ~ ~ ~ ~ eJ ~~~ ~~~ l ~ ~ ~ ~ ~ ~ ~ ~ rJ ~ ~g~ g~~ ~ ~ ~ ~~ ea'J.~ ~a el1l ~ ea ae, e #8 ~, ~ w ~ ~ ~~ Stake all gallon trees per staking plan. Tree guying for larger trees shall be done at the discretion of the Landscape Contractor (per detail). The Contractor shall be responsible for tree stability during the length of the guarantee period. All tree plantings in R. O. W shall be a minimum of 2' off any utility trenches. Contractor to request from utilities a field locating service. 2" MULCH MINIMUM - DO NOT COVER MAIN STEM Unless otherwise specified on plans, all planting areas not receiving lawn shall have a 2" minimum layer of approved mulch for top dressing. Submit sample to Landscape Architect or Owner's Representative for approval. SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 12" MINIMUM DEPTH OF PLANTING SOIL MIX IN SHRUBlGROUNDCOVER PLANTING BEDS. Maintenance shall proceed continuously for approximately 90 days unless otherwise contracted at the request of the Owner. At this time, a walk through and negotiation on a punch list shall be attended by: General Contractor, Maintenance Contractor, Landscape Architect, The HOA Representative (if applicable) and the Owners. PLANTING SOIL MIX - 113 SAND, 1/3 PEA T, 113 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. The Maintenance Contractor shall be selected by the Owner. The Maintenance Contractor shall produce proof of qualifications and insurance. SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE SELECTlVEL Y PRUNE TO MAINTAIN FORM CIJ ~ Z en en en 0:: 0:: 0:: C\I 0 C\I C\I 0 0 0 w C\I 0 0 I C\I C\I I- ~ I I ~ C\I "l::t <( I I C\I 0 ~ 0 I ~ ~ "l::t PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL.15 TABLETS 30 GAL.110 TABLETS, 65 GAL.115 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. 114" POL Y- TUBING #16 GAUGE S.S. WIRE FROM CENTRAL TRUNK TO THREE STAKES THREE 2" x 2"x 8' P. T.P. STAKES MINIMUM 2" MULCH 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETEL Y. PLANTING SOIL MIX - 113 SAND, 1/3 PEA T, 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. en I- Z W ~ ~ e t) ~ U 0:: W CIJ Cl. C C C Z w w w 0 en en en CIJ :> :> :> w w w > 0:: 0:: 0:: W a::: ,...., co LO "l::t ('I) C\I ~ ...J ~ <C Z~ w (j) ~Zto- 0 :S~ w _ A. 0- (j) CIl~~ ~ W c;; =Ie: C ~:s I- wl:ll: ~ :::> :::J' 0 >- C~ :I: L.L.I w 101. t" I- "'1Il , ~ ..... - M :J:M C U to- O ~~ <~ ...J <w- ~ a. to- ~<i u- t- el) 0 CIl~ z < .... U "It Z 000 et:ao en ON >('1) w< W ~g U ::Ja:: > 000 0-, 0:: Z u.. 0 ao ~ -~ g W Oaoa> (j) · 0 I .. t- oo2~ 0 o:::~ Z Z w -r::: W Z a:: 1'0- 0 ZOO :;::l ~ ~o~ ~ a.. Q. 0 ~ '1: 0 ON 0 swu..:5 ...J ..... ~ ::J W 5 <( > .CI)~o w 00 ~ch Q) 0 ffi~~1; J: ~ a:: ;:::- !E awo"t u Z ..... "It CD W w<-u t- ~~ I U ...J ~C> :::> ...Jo (j) ~w ... Zao Z ON ... 0 Uao N U a C II C (:) .:-: U z :E w :J () MULTI-TRUNK TREE PLANTING DETAIL NOT TO SCALE IV. Special Condition: PROVIDE APPLlCA TION OF 'SUPERTHRIVE' FERTILIZER A T PLANTING. DO NOT UNTIE UNTIL NEW GROWTH APPEARS. PALM NOTE: ALL BACKFILL TO BE WA TER JETTED DURING PLANTING FOR MAXIMUM STABL/TV. FOR WET CONDITIONS PLANT HIGH AND ADD DRAINAGE. A. Grading: Grade all areas by filling andlor removing surplus soil as needed to ensure proper grades and drainage as Indicated on the plans. Unless otherwise noted, finish grades shall be below hardscape as follows: 2" for ground cover areas and 1" for lawn areas. TREE BRACING AS DETERMINED BY CONTRACTOR B. Moisture Content: The soil shall not be worked when moisture content is so great that excessive compacting will occur, neither shall it be so dry that dust will occur and fonn in the air or that clods will not break readily, water shall be applied if necessary to provide Ideal moisture content for tilling. C. Weed Removal: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by their roots whenever possible and removed from the site. Where necessary to discourage reoccurrence of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration, plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 1. Inspection: Plants shall be subject to inspection and approval or rejection by Landscape Architect or Owner's Representative at place of growth and/or the project site at any time before or during progress of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site immediately. ROOTBALL WA TER BASIN r- FINISH GRADE / ~BACKFILL MIX D. Plants: 2. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs, and shall have healthy, normal root systems, well filling their containers, but not to the point of being root bound. E. Protection: Maintain and protect all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2 X ROOTBALL F. Planting Requirements for Trees and Shrubs: Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect or Owner's Representative before being removed from containers and excavating soil for planting. PALM PLANTING DETAIL NOT TO SCALE TREE PLANTING DETAIL G. Soil Preparation: NOT TO SCALE 1. The following shall be applied for 1,000 square feet of planting area and tilled into the soil to a depth of 6": A. Approved Soil Mulch 3 cubic yards B. 12-8-8 Gropower or equal. 2. Backfill for all shrubs and trees shall consist of the following materials per 10 cubic yards: A. 1/3 Sand B. 1/3 Peat C. 1/3 Topsoil EDGE OF PA VEMENT OR CURB EDGE OF BEDLlNE 3. Submit all receipts and retain all empty bags for all amendments for approval by Landscape Architect or Owner's Representative. H. Planting: 1. Container grown plants are to be planted in plant pits two (2) times wider than plant container and a depth of one and one-half (1 %) times the height of plant container. Plant crown to be slightly higher than its natural growing height after settlement. 2. Prune plants as directed by Landscape Architect or Owner's Representative. 3. All plants shall be watered immediately before backfilling planting pits. TURF 4. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of planting. 5. Use Agrifonn, 20-10-5; 21 gram tablets per manufacturer's specifications, with all shrubs and trees except Azalea 4-8-4. One (1) per liner or one (1) gallon, two (2) per three (3) and seven (7) gallon, three (3) per fifteen (15) gallon, four (4) per foot of box width. NOTE: LA YOUr PLANTS IN A TRIANGULAR PA TTERN AS SHOWN, SPACED EQUALL Y FROM EACH OTHER (A T SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS. SPACING MA Y BE ADJUSTED SL/GHTL Y TO CREA TE SMOOTH FLOWING BEDLlNES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6" - 12" UNIFORM CLEARANCE (MULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEDLlNE (TYP.). 6. Provide one (1) "Agriform" 20-10-5 fertilizer tablet with each groundcover plant, five (5) gram size. 7. Plant all plants l' minimum from irrigation heads. 8. Scarify the sides of each root ball prior to planting if circular root growth is evident. 9. Plant quantities on the plant list are for the Contractor's convenience and not guaranteed to be accurate. 10. Plant symbols take precedence over quantities specified. SHRUB/GROUNDCOVER SPACING DETAIL I. All work shall be as directed by Owner's field representative who shall be appointed prior to the commencement of the work. NOT TO SCALE J. Maintenance: 1. Maintenance period shall not begin until entire installation is accepted by the Owner. 2. All plants and planting shall be guaranteed for the following duration beginning at the first day of the maintenance period: A. Trees & Shrubs (15 gallon and larger) 1 year B. Shrubs (7 gallon and smaller) 90 days C. Ground Cover 90 days D. Lawn 90 days All dead, damaged or broken plant materials, including sodded and seeded lawns and ground cover shall be replaced at two week intervals. 3. Fertilize with 2 lb. actual nitrogen per 1000 square feet, perform last fertilization at end of maintenance period In the presence of the Landscape Architect or Owner's Representative. SELECTIVEL Y PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL.15 TABLETS; 30 GAL.110 TABLETS, 65 GAL.115 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. 114" POL Y-TUBING ORANGE FLAG ABOVE TWIST. #16 GAUGE S.S. WIRE, TWIST WIRE A T THREE LOCA TIONS (1200 APART) MINIMUM 2" MULCH 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETEL Y. 2"x4" X 2'-6" P. T.P. WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX - 113 SAND, 1/3 PEA T, 113 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. C en ... a - It: =: - w It: t- o 1&1 Z ... a III ~ ae u a en ... fn (:) 1&1 - I- = Z 0 - W It: Z ~ A- 1&1 ~ fn A- t') ~ C ~ III U ~ t- en Z a en - wZ .=-: I ~j () W I- -;) W 0 w a::: :c a. 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' " ~ . , , C/); \ \; ~ ,~ ;" " \ \ ~ \\ '; , ' , ~ \ \ \. -' ~-'" ~, .--' -"1;" ", \ ~ \ \ \~ \ , \\ ~ \ \~' \..... ;..........~~~~~:~~~ 11 ~\\., ~>..N',.N".'."..." \ 1\ \, ~ , 1 , ; \ , , \ .~ I).. <<~~~ \\\L ~.....)'.J'.'-I''' SF ,---- ~ U '-" t~ v ~ N V N L{) - ,..,.., ex) (/) I I I HUNTER PGP-ADJ LA WN ROTOR HUNTER PCBlPCN-25 PRESSURE COMPENSA TING BUBBLER \ t> . -'8.~ HUNTER PS-06 SERIES POP-UP SPRA Y HEAD HUNTER PS-OO SERIES SHRUB SPRA Y HEAD UNIMPACTED WETLAND AREA '" IRRITROL 700 SERIES 1- UL TRAFLOW ELECTRIC VAL VE. SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VAL VE BOX. I RAINBIRD LINE-SIZE BRASS GA TE VAL VE. lEI [g 1- WA TER METER - BY OTHERS HUNTER ICC PEDESTAL MOUNT AUTOMA TIC CONTROLLERS ADD MODULES AS REQUIRED FOR 100% COVERAGE. 181 ------ CLASS 315 PVC MAINLINE - 2-1/4- FEBCO 1- REDUCED PRESSURE BACKFLOW PREVENTER ~ CLASS 160 PVC LATERAL LlNE- SIZE PER PIPE SIZE SCHEDULE. SCHEDULE 40 PVC 4- SLEEVE. SIZES AS SHOWN ON PLAN OR PROVIDE AS REQUIRED WHERE OR WIRE GO BENEA TH PA VING. North @ o' 1 5' 30' ~ ~ SCALE: 1.=30'-0. en ~ Z W I- <( o en z o en > w a::: en en en 0:: 0:: 0:: N o N N 000 N 0 0 ~ ~ ~ ~ N ~ · I N ~ 0 . ~ ~ ~ en I- Z W ~ ~ o u ~ U 0:: W a.. C Q C W W w en en en :> :> :> w w w 0:: a::: 0:: ,..... co Ll) ~ C") N ~ ...J <( W C/) C W C/) ~ I- :J e ::I: I- ~ C ...J ~ l- e z - C III C c:) .:-:U ~. ...J U III:: W I- Z W U .... - = W III:: ~ " ~ III:: en .:-: u w .., o a::: a.. b ('I) JI 'r"'" W -J W 60' () ~ I en Q SHEET (.j Z~ ,.,Z" '-' :s :b -~- ,Au.lCl \#~t-8 W (;i =It: C ~:S u.lClI: ~ ~ >G~ W u.I w. t-~ '-M _::I:M CuI';- Cll:::"lt <:b ~ u.I- ............. ~ " .... < i .... ~- CIJ~ < ...I U .... .... C\I o o C\I .-: u o o z ~ o a::: a.. C a - III:: o ... I&. - en c:) z - III:: A. en III:: w I- Z - I o oq- co 'r"'" C\I o C\I o 11 t ~t u z (I)~ a:: co ,^ ~~ \U We:( W ~g U ::>~ > (1)0 O...J a:: z u. 0 co :S .~ 8 w Ococn en . n I _. L- (l)Z~O r- a::~<oz Z ~a:t:'~ W ~oo... ~ ~o~ ~ a. ~ ~ ~ .~ o zwu.:S u:f :S5~~ > .CI)~o w ~ci.a,S c wc~ B -r- ~ a: t:' ~ ~ awot:: '-' z~ v CI) W we:(-U ~ ~~ ~ i=~ _ ....Jc ....J ~w C/)z ~ re Oco o N U III u z e ..I a. Z o - l- e c:) - a= a= - W ...J l- I- I- W W J: en u en en a::: , , ///~ /"/// ,\ ,/ ) ~\ \\ ,,//"//// , ~ \ ///....-'" , \ . ~~-~ ~ "....._-,~ \ ~ p..,......./'/F- .. , -"'//'///// , ' \ , 1 " ",".ff,,,,,/F"""" .. \ I , .... '~ .""""...N/"/....." , I ~ 'N""""/""""""'" , LIlli -!!!II. ~ ... .... "L DI , "l J:~ '~fr'l ~ '~~1 20'l >- m z ~ Q a:: C) z W I- U W ~ o 0:: a.. IRRIGA TION SPECIFICA TIONS Irrigation Installation Note: The general and special conditions noted herein are an integral part of the landscape plans and must be carefully considered in connection herewith. I. Purpose of the Specifications: It is the intent of these specifications that: A. The work of assembling and installing the sprinkler systems will be achieved in an efficient and satisfactory manner according to the highest workmanlike standards established for sprinkler installation and operation. B. That the finished systems shall be complete in every respect and shall be left ready for the operation to the satisfaction of the Owner. Accordingly] the requirements of these specifications are a part of the sprinkler system contract. II. Scope of Work: A. The work included in these specifications shall consist of the furnishing of all labor, tools] materials] permits] appliances] taxes and all other costs] foreseeable and unforeseeable at the time of contracting, necessary and appropriate for the installation of a sprinkler system as herein specified and shown on the accompanying drawings, dated B. No deviation from these specifications, or from the agreement, or from the general conditions is authorized and no such deviation shall be made] unless the written authorization therefore, signed by the Owner or his duly appointed representative, has been obtained in advance. III. General Conditions: A. Execution, correlation and intent of documents: The Contractor shall abide by, and comply with, the true intent and meaning of the drawings and specifications taken as a whole and shall not avail him or herself to the detriment of the work of any manifest error omission should any exist. Figures, dimensions on the drawings shall take precedence over measurements by scale, and detailed drawings furnished shall take precedence over general drawings so furnished. B. Surveys, permits and regulations: The Owner shall furnish all surveys unless otherwise specified. Permits and licenses necessary for the execution of the work including] but not limited to, building permits form the city or county building department authorized to permit the work, shall be secured and paid for by the Contractor. C. Drawings and verification of dimensions: 1. All irrigation shall be in accordance with plans and specifications. 2. The Contractor shall check and verify all dimensions indicated on the plot plan. The Contractor shall acknowledge that he has verified all dimensions and shall indicate all discrepancies in plot plan, if any. Any indicated discrepancies will be checked immediately by the Owner with field measurements and if any discrepancy be found, the Owner will authorize, in writing, all necessary additions or deletions, if any. 3. If the Contractor should fail to notify the Owner, he shall, in all events, supply all items indicated by the plot plan without right to compensation for any necessary additions. D. Spacing of sprinkler heads and location of valves and vacuum breakers shall be as indicated on the drawings with consideration being given to prevailing wind conditions, Plans are diagrammatic and approximate. All valves and backflow devices shall be located in planting areas, (locate in shrub areas when possible). All piping shall be located along edges of planting areas except where infeasible to do. E. Changes: The Owner and Contractor hereby agree that the Owner or his representative shall have the right to make minor changes to the irrigation system and their locations without additional cost to the Owner. F. Existing conditions: Prior to submission of bid] the Contractor shall examine the site and be satisfied as to the conditions thereof. G. Site conference: Prior to commencing work on the project, the Contractor shall arrange an on site conference with the Owner, and at this time the Contractor shall lay out the system for approval. H. Codes: All workmanship and materials shall conform to local building and plumbing codes having jurisdiction. I. Quantities listed on irrigation legend are not guaranteed and are for Contractor's convenience only. J. Protection of work and property: The Contractor shall be liable for and shall take the following actions] as the may be required] with regard to damage to any of the Owner's property. 1. Any existing buildings] equipment, piping] pipe covering, electrical systems, sewers, sidewalks, ground] roads, landscaping or structure of any kind damaged, (including without limitation] damage from leaks in the piping systems being installed or having been installed by Contractor)] by the Contractor, or his agents, employees, or subcontractors during the course of his work, whether through negligence or otherwise] shall be replaced or repaired by the Contractor at his own expense in a manner satisfactory to the Owner, which repair or replacement shall be a condition precedent to Owner's obligation to make final payment under the contract. 2. Contractor shall also be responsible for damages to any work covered by these specifications before final acceptance of the work. Contractor shall securely cover all openings into the systems and cover all apparatus, equipment and appliances] both before and after being set in place to prevent obstructions in the pipes and the breakage, misuse] or disfigurement of the apparatus] equipment or appliance. 3. Contractor shall adequately protect adjacent property as provided by law and contract document. K. Access to and inspection, testing and approval of work: 1. Closing in uninspected work: Contractor shall not cause or allow any work to be covered or enclosed until it has been inspected] tested and approved by the Owner. Should any work be enclosed or covered before such inspection and test, Contractor shall uncover the work at the Contractor's expense in order to afford the necessary inspection by the Owner. 2. Re-inspection or testing of work not approved or work failing initial testing or inspection: Work which fails initial inspection or testing shall be re-inspected or re-tested. Contractor will pay for any additional trips for re-inspection or re-testing at the rate of $75.00 per hour of the Owner's, (or his authorized representative's)] time on the job] plus expenses. Amounts owed by Contractor hereunder may be deducted by the Owner from the progress payments due the Contractor next following the date of failure of inspection or testing based upon the Owner's reasonable estimate of the time required for re-inspection or re-testing. L. Supervision: The Contractor shall keep a competent superintendent] and any necessary assistants] during construction progress] all of which shall be acceptable to the Owner. The superintendent shall represent the Contractor in his absence and all direction given the superintendent shall be as binding as if given to the Contractor. The superintendent shall be familiar with all contract documents, plans] specifications and details and shall have a complete set of plans on the job at all times. G. Water supply: 1. Connect sprinkler irrigation system to outlets as indicated on drawings] 2. Connection shall be made at approximate locations shown on drawings. Contractor is responsible for minor changes caused by actual site condition. IV. H. Assemblies: Special conditions: A. Irrigation system: 1. Routing of pressure supply lines and laterals] as indicated on drawings, is diagrammatic. Install lines and various assemblies in such a manner as to conform with plans and details. 1. The irrigation systems shall include all materials and their installation in accordance with plans and specifications prepared for the Owner. 2. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or specifications pertaining to specific items required to complete work] perform such work in accordance with best standard practice with prior approval of Owner. 2. All pressure lines] non-pressure lines] valves and miscellaneous sprinkler heads shall be manufactured] supplied and installed in strict accordance with the specifications detailed in the herein mentioned irrigation plans and specifications. I. Line clearance: All lines shall have a minimum of six (6) inches clearance from each other, and from lines of other trades. Parallel lines shall not be installed directly over one another. 3. Substitution of materials: Sizes or manufacturers will not be allowed unless the Owner agrees to any proposed changes in writing. B. Clean up: J. Trenching: Dig trenches straight and support pipe continuously on bottom of ditch. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on drawings and details. Depth of pipe per plans 1. Keep the premises clean and free of excess equipment] materials and rubbish incidental to work of this section. K. Backfilling: Compact backfill for trenching to dry density equal to adjacent undisturbed soil and conform to adjacent grades without dips] sunken areas] bumps ot other irregularities. Place initial backfill on all non-pressure lines of a fine granular material] no foreign matter larger than ~>> in size will be permitted. 2. Upon completion of the work] the Contractor shall remove his material] equipment and waste to the satisfaction of the Owner. C. Responsibility: 1. Protect work of this section and work of others at all times in performance of work of this section. L. Testing: 1. No testing shall take place] neither shall any water be allowed into any system] before the solvent manufacturer's recommended curing time has elapsed. 2. Test all pressure lines under hydrostatic pressure of 125 lb. per square inch and test all non-pressure lines under existing static pressure to prove both water tight. 2. Protect all materials from theft] all controllers from weather] until end of maintenance period. 3. Carefully note all established grades before commencing work. Restore any established grade changed during course of this work to original contours. 3. Sustain pressure in lines for not less than four hours] if leaks develop] replace joints and repeat test until entire system is proven water tight. D. Materials: 1. General: Materials shall include] but not be limited to the following items: All pressure supply lines, non-pressure lines, various types of valves] controllers]] back-flow prevention units] quick couplers] hose bibs] and all types of sprinkler heads. All materials and equipment shall be new] of domestic manufacture and conform to performance standards and/or data herein] and as shown in legend on drawings] installed in strict accordance with construction details. 4. Tests shall be ordered and approved by Owner's Representative prior to backfill. 5. Upon completion of each phase of work, entire system shall be tested and adjusted to meet site requirements. 6. The above testing shall be completed and approved prior to planting of all plants except specimen trees. 2. Pipe lines, (refer to drawings). 7. Heads in planting areas shall be adjusted for coverage and height as directed by the Owner's Representative. M. Inspection of work: Installation and operations must be approved by Owner's Representative as specifies under general conditions. Final inspection will be made at the conclusion of the landscape maintenance period. 3. Plastic pipe and fittings: A. Pipe: Extruded from 100% virgin polyvinyl chloride PVC, type 1, grade II, class 1120 material. 1. All plastic pipe shall be continuously and permanently marked with the following information: Manufacturer's name, nominal pipe size, PVC 1120 and pressure rating in P.S./. 2. Manufacturers shall mark date or extrusion on pipe. Dating to be performed in conjunction with records held by manufacturer covering quality control tests, raw material batch number, and other information deemed necessary by manufacturer. N. Coverage test: When the sprinkler system is completed the Contractor shall perform a coverage test in the presence of the Owner to determine if Contractor shall be responsible to correct inadequacies of coverage. O. Adjusting of system: 3. All solvent shall be as recommended by the manufacturer of pipe fitting and as approved. Use no solvent from cans which have been opened overnight. 1. Adjust valves, and alignment and coverage of all sprinkler heads. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, Contractor shall make all necessary adjustments prior to finalizing project. 3. All adjustments shall be made to the satisfaction of the Owner. P. Guarantee: B. Fittings: 1. Plastic fitting: PVC, type I, IPS schedule 40, MSF approved on all pressure lines. 2. PVC, type liPS schedule 40 MSF approved on all non-pressure lines. 3. Couplings: Shall be made from extruded stock, reamed with a taper. 4. All plastic fittings: A molded fitting. 4. Sprinkler heads: All sprinkler heads shall be per model and type as indicated in the legend and shall be installed as indicated on detailed drawings. 1. The work included on these plans shall be guaranteed against all defects and maffunctions of workmanship and materials for a period of one year from the date of final acceptance by the Owner. Should any trouble develop within the time specified above, all necessary repairs ancVor replacements shall be made by the Contractor, in an expedient manner, at no additional cost to the Owner. The Owner retains the right to make emergency repairs without relieving the Contractor's guarantee obligations. 5. Gate valves: Gate valves 2" in size and smaller shall be brass] screwed, 150 lb. W O. G., with handwheel for operation. Each gate valve shall be housed in a box as noted on plans. 2. In the event the Contractor does not respond to the Owner's request for repair work under this guarantee within a period of 48 hours, the Owner may make such repairs as he may deem necessary at the full expense of the Contractor. 6. Remote control valves and automatic controllers shall be per model and type as indicated on the drawings. Valves shall be wired to controllers in the same numerical sequence as indicated on plans. 3. Any settling of backfilled trenches which may occur during the guarantee period shall be repaired by the Contractor at no additional cost to the Owner, including a complete restoration of all damaged planting] paving or other improvements of any kind. 4. The Contractor shall instruct the Owner and future maintenance personnel in the operation of all systems. 7. All direct burial control wire shall be 600V. Single conductor solid copper, U.F., U.L. approved14 gage minimum pilot wire, per valve manufacturer's recommendations] 12 gage minimum for common ground return wire. E. Site conditions: 5. The Contractor shall furnish the Owner with the following materials upon completion of the work: 1. Exercise extreme care in excavating and working near existing utilities shown on drawings, or as indicated by utilities locator. Contractor shall be responsible for damages to utilities which are caused by Contractor's operations or neglect. A. One (1) operation manual for automatic controllers and valves. B. Two (2) controller keys for each controller. C. Two (2) irrigation heads of each size and type. D. One (1) valve of each type. 2. Coordinate installation of all sprinkler materials, including pipe, so there shall be no interference existing which would hinder planting, installation of utilities and other construction. F. Physical layout: E. One (1) set of lias buiJr drawings shall include locations of all maims] valves, source of electrical power for controller clock] control wire sleeves, and below grade heads having a radius of 30] - 0>>+. Locate by dimensioning from two (2) fixed points, on reproducible material. 1. Prior to installation, Contractor shall stake out all pressure supply lines, routing and locations of sprinkler heads. 2. All layouts shall be approved by Owner's Representative prior to installation. F. A plastic sealed diagrammatic plan of system identifying station numbers and area they water. Mount a plan inside each controller. 3. All sprinkler heads shall be set at a finish height to accommodate and consider growth of adjacent plant materials. Heads shall not be located behind any plant material so that future growth would impair the effectiveness of the head. The Owner's Representative shall be notified of all conflicts before installation G. All equipment guarantees and materials. ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX FINISH GRADE 6- MIN. WA TERPROOF CONNECTORS EXPANSION SURGE LOOPS VAL VE MAINLINE PLACE CONTROL ~ WIRES UNDER MAIN 7'- @ EL.ECTRICAL. VAL.VE SIDEWALK, CURB ETC. SPRINKLER NOZZLE SEE CHART LA TERAL LINE FINISH GRADE BODY ASSEMBL Y PVC FLEX PIPE USE 1/2- ON SPRA Y HEADS 3/4- ON ROTORS MIN. 18- LENGTH PVC TEE SXSXS OR ELBOW PVC STREET ELL @) HEAt:) J:)!:T A 11.. WIRING SHALL CONFORM TO ALL APPLICABLE CODES O~ ~ttt Of: 13 €c"'~/cXLLDING ~Ck SINGLE THROW 16 AMP SWITCH PVC CONDUIT TO START OF THE MAINLINE ELECTRICAL CONDUIT 120V. POWER WIRES @ CENTRAL. c:.oN~L. SYSTEM IRRIGA TION NOTES All main line piping and control wires under paving shall be installed in separate sleeves. Main line sleeve size shall be a minimum of twice (2x) the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving. All lateral line piping under paving shall be PVC schedule 40 pipe and shall be installed prior to paving. Pipe sizes shall confonn to those shown on the drawings or pipe sizing schedule. No substitutions of smaller pipe sizes shall be pennitted, but substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the s~e at the time of said rejection. Final location of the automatic controller shall be approved by owner's authorized representative. 120 V AC electrical power source at controller location shall be provided by others. The Irrigation Contractor shall make the final connection from the electrical source to the controller. All sprinkler heads shall be set perpendiCUlar to finish grade unless otherwise specified. The Irrigation Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimal overs pray onto walks, streets, walls, etc. This shall indude regulating the pressure at each valve to obtain the optimum operating pressure for each system. This design is diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas wherever possible. The contractor shall locate all valves in shrub area. It is the responsibility of the Irrigation Contractor to familiarize himself with all grade differences, location of walls, retaining walls, structures and utilities. The Irrigation Contractor shall repair or replace all items damaged by his work. He shall coordinate his work with other contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revisions necessary. NTS MAINLINE I LA TERAL AND CONTROL WIRE. 120 VOLT WIRE ~ PER LOCAL ~. CODE CONTROL WIRE V~ ~ ,.. ~ INSTALL ALL 120 V WIRE IN CONDUIT PER LOCAL CODE. TAPE AND BUNDLE WIRING AT 10 FT. O.C MAXIMUM PROVIDE A 20" LOOP IN WIRE AT ALL CHANGES IN DIRECTION GREA TER THAN 30 DEGREES. REMOVE TIES AFTER ALL CONNECTIONS HA VE BEEN MADE. NTe @ PIPINcS/ ~IRINcS NTe NOTES: ALL WIRING SHALL BE PER LOCAL CODE. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX (10 WRAPS AROUND A 112'" PIPE). USE WA TERPROOF CONNECTORS TO ATTACH WIRES TO SOLENOID WIRES. PVC MALE ADAPTER RECTANGULAR PLASTIC VALVE BOX WI LOCKING LID REMOTE CONTROL VALVE WITH CHRISTY ID TAG FINISH GRADE. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED SOIL PVCBALL VALVE PVC SCH. 80 NIPPLE (TYP) PVC SCH. 80 ELL 314" PEA GRAVEL, 1 cu. FT UIN PVC SCH. 80 NIPPLE MAINLINE FITTING PVC LA TERAL LINE. USE ELL'S AS REQ'D lAAUEDIATEL Y OUTSIDE BOX TO TRANSITION TO REQUIRED DEPTH. NT& @) R!:MOTE CON~L. VAl.. VE NTS ~ ~\ ~ II INSTALLA TION NOTES 1. All mainline to be installed and tested according to the manufacturer's instructions which shall be a part of the installation specifications. 2. All trench depth and width shall be as indicated in the specifications. 3. 2000 psi concrete or better is to be used for the thrust blocks. 4. For 45 & 90 degree fittings, a minimum of 2 cubic feet of concrete is to be used. 5. For 22-1/2 degree fittings, a minimum of 0.5 cubic feet of concrete Is to be used. 6. For tees, a minimum of 2 cubic feet of concrete is to be used. @ THRUST BL.OCf<S NTS All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. Refer to specifications for additional detailed infonnation. ADV(Anti-Drain valves) units as shown in the details are for typical installation only, and may not be required on all heads, prior to installation the Contractor shall verify with the on-site grades. If there is an elevation difference of 24- or more between the highest head and lowest head on a system, the ADVs shall be installed per the detail or Manufacturer's recommendations. The Contractor shall verify the static pressure to be adaquate for the system requirements. Should the static pressure exceed 20%, install a -wilkens8 600 series pressure regulating valve (in a separate valve box) directly down stream of the backflow prevention device. Set the regulating valve at 10% higher than the stated system requirements. Should the static pressure be less than the stated pressure, notify the Landscape Architect immediately. The system is designed for the minimum operating pressure as shown at each point of connection. The maximum demand of gallons per minute is as specified. The Irrigation Contractor shall verify the available water pressure on the site prior to the start of installation. All low voltage wire from controller to valves shall be solid copper UF #14 direct burial type. Use black insulated wire for control and wMe for common. Install in a common trench with pressure mainline piping where possible. Bundle and tape to pipe at 10 foot intervals. Provide a minimum of 188 cover over all pressure mainline pipe and 12- minimum cover over all non-pressure lateral line. All pipe under paved areas is to be installed in PVC schedule 40 sleeve with 36- minimum cover. Sleeve locations to be as shown on plans and installed per detail. All quick coupler valves are to be installed in shrub or ground cover areas whenever possible and within 188 of the hardscape. All quick coupler valves located in turf areas shall be installed in 8- diameter green plastic valve box. All threaded pipe connections made to slip-joint PVC pipe shall be made with a PVC threaded coupling. All threaded adapters and couplings are to be "Dura8 deep socket type. Install all spray heads with nozzles of the appropriate degree of radius for the area to be covered. Adjust all nozzles to eliminate spraying water on buildings and hardscape. Adjust all valves flow controls to provide optimum perfonnance. @) ~UICf< COUPL.IN6 VAl.. VE <E) 6ATe VAL. ve GREEN SPACE CAP (UNGLUED) ROADWAY MINIMUM OF 24- BELOW GRADE SLEEVE ELBOW (UNGLUED) C0 5L.cEVE J:)cT AIL. ~CTAN::iULAfIllDL.A6TIC VALVE eo>< WITI-! ~OCKING ~ID FINI61-1 GRADE. CGll"1PACT 601L.. A~ VALVE 150>< TO &AME DEN&ITY A6 UNDI&1'IJReED 601L... 3/4' EMT &T AICE WITI-! &T AINLE66 &TEEL.. &TRAF&. QUICK COUPL.ING vALVE. fleA GIlieAVE~. 6' DEPTI-! MIN. 3/4' O-fIlINCi TIllIPLE 8WING JOINT WITI-! 8C1-!. 8tD FITTING& AND NlfDlDLE&. IIIiIRIGATION MAINLINE 0Ill MAINLINE EXTEN&ION. MAINLINE FITTING.. NT5 VAL VE BOX WITH COVER FINISH GRADE OPERA TING NUT. GATE VALVE. VAL VE BOX EXTENSION, LENGTH AS REQUIRED. PVC MAINLINE. m. MIN. 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'6'\ 5 0 ~I"~ ,9 4,9 4.8 1:3 ""r ..., . 3 8 ~{~~. 1 Lf- . 1 4 . 1 ~.' i. .~., ; !~ 4,~i.1 4'V4.3 7.5 5,5 r 8,0 b.l 4.1 3,7 ~1 ~~ 4 1 ~8 Vj 4,4 ~ .0 4,( 7,5 4,0 0, 0,4 9,3 4,7 5,2 4,~ 1.. 0,3 :':~ :;,'~ :.~ ~.:.~;.~ IEJ~::": :~';. ~..: ~ ..~: 3, 9 .....~...~ ".'\'~~'."'j~"':;''''' 4, E '1;":' .f :: 4,9 6,3 7,4 8,6 lL4 8.4 7.6 7,0 6,4 6,9 7.5 6,7 5,4 3.5 3.6 2, 0,3 0,6 3,0 8.7 181- 3.1 -:S.ts 4,1 5,5 b,Lt 1,Lf- b,b 5,4 j,l j,b j,c 5,2 4,4 4,U 4,( 3,3 ~,~ ~, 0,3 0,6 2,3 7,4 2.6 2,9 3,3 4,5 4,8 ~.9 5,1 4,4 4,1 4,1 4.2 4.2 3,7 3,0 3. E 3.6 3.9 4. 0,3 0,7 1,8 2,6 2,1 c,l ..j.1 3,7 Lf-,1 ,I Lf-,c 3.8 ~,I ..j,p ..j,j 3,9 3.5 c,'j 3, 3,9 j,4 j,l 2,6 ~,4 3,G \t,3 4,4 Jk 3,9 ~ 3,5 3:1 0,4 0,7 1,6 ~1 2,2 3.5~3,5 3.6 J) 4,1 1.5 7.7 SEE SClf:Dll.E FOR lIGHT FIXTURE TYPE. - - 0.4 0.9 2.0 3.2 2,3 1,7 1,9 2.7 3.1 3,9 4,8 5.5 5.4 5,1 4.9 3,8 3.9 3,8 3.9 4.7 ~.1 5.5 5.5 4.7 3.8 3,2 2.7 2,4 2,8 4,1 5.5 7,4 9,1 - - 0,4 1,2 2,7 ~ ~z ~......a.;r. 3,6 4,9 3.0 2,2 2.7 ,.. , ~ . . J. ~5, 1 r 7,ID ~,2 - - ~ i';j p-i" . 't '.1 ... .~t ~ 7 b ,7 ~.~.H:>. ~ , 0 6 , ~p ;~I j";' . ~. 5,4 .~:~,4 ~ ~ e ~60 6." E.8 2 ~ 6.6 =6.6 7,4 7,3 5,5 5. ) t,8 3, ~ 3,5 4.7 ~~. 4 .1 7. 4 , :B , 5 2 . ~) C, 4 ,d,. ~ ~~ $,~ 20< ~o a 1 \oJ , .L 5.8 0.5 1,4 4,8 5,4 [.6 6.2 6 , 8 7 . D Ep . 4 5,7 5,0 4, ~ L7 5. ~ ~~ ,0 4 , (~ ~~ ' 0 3 . c) , 6 2, ~ 4, ( 5,8 8.1 - q'.. :.::' 5~ 6,3 ~ 6,8 ~,~ b~ ~ ~ 7.3 7.Q:: 5,9 '(0; . ..~. ,'.:....; 4.8 4,0 3 .~~ 2.6 ~ /' ~~,3 4,: & ~ <5.' ~ ~ - 6,3 4,0 2.... 2,2 . 4,8 [,6 0.5 1,3 5.8 181- 5,7 6,0 c ~,~ 1.7 5,1 4,8 4,8 5.2 5.8 2,8 4, ( -, '"'l ("\ I ,.... .... , 5,4 ~ 5,5 ~ ,9 0,5 1,4 6,3 5.c 4,7 4.t :.4 6,c e.5 3,( V 2,6 3,9 6,2 7. ] 4,1 6, 0.4 1.8 3,6 6,0 5,3 4.5 3.5 3,7 5,2 5,9 00 ~ ~ ~ 00 ~ ~ ~ ~ ti o ~ ~ ~ tI.) d~~ <~~ . .., 0 tI.) ~ ~~ ~ ~~ >~~ 2,2 A ("\ I:' .,./ '-', 3.6 - - - - 5,'- 5.1 ~ 4,1 3,7 - - - - P 4,1 6,1 0.5 1,6 5,5 , - 6.8 =6.4 ~I=I~ .~ 6,1 4.5 3,6 3,6 3,9 4.9 - 6,1 4,4 3.-9- 2,1 ~I=I~ · 0 ~D n I 6.0 5,9 5,9 2,0 2,7 ~ 3.2 : ,1 3.5 5, 1181- ] 3.5 5.~ ~ .., .n ~ 4.1 tJ 2,3 0.5 1 7 9 ~ 4.5 4,5 3,0 3,5 3,1 3.4 4,5 D~ n o Cl 1 o 3,1 n ( ,2 P,2 2.3 n n r 00 u r:2 ~ ~ ;S o ~ o ~ ~ ~ ~ ~ i= ~ i 00 0,4 1 8 4,8 3,9 3,8 3, 2,9 2,4 2.8 2.9 3,1 3,6 3,9 -mJ 3,9 b,3 ,6 1,5 51 SQUARE STEEl POLE n GA. POWDER COATED- FNSH COlOR SELECTED BY ARCffTECT 0,3 0,8 2.1 3.3 ~,o 2,4 4,0 2,1 a,5 I 2.6 3.6 2,6 .3 0,4 1,0 '-- 0,1 0,5 1,0 ~ ,0 3,2 ~7 ,6 2,0 1,8 2.3 1.9- 3,4 2.2 0 3,0 ,5 0,8 P.5 0,1 0 4 1,2 2,7 3,6 2,6 8 1,6 .1 2.8 2,9 3.7 0.4 .1 0,6 - 0,1 0 7 1,5 3"xSlx .2371 WALl REN'ORCED HMO HOlE 1,8 1,5 1,4 1,5 1,7 8 ~ .. ..2 -mJ 3.0 ~ ,0 0,5 0,3 0.1 . . .,. 4 6 "'~; , .~,...... . 'Il;> ..~ 0,4 ;.~. 4, .'.:. 'j..~.. o 9 2,3 5,1 -- ----c:::::::::: f ~ I ~ ~ ~ ~ r::::::::-- ~ 2,2 (,8 0.4 0,2 0.1 I, 7,7 7,4 2,9 3.8 5.3 5.5 5,7 7,0 2,1 1.3 (.6 0.3 0,2 r.!; '~'~g.. 4,2 . ~'.f~.\~...~. .. . SlOPE BASE TOP AS REQlIRED TO Sl-fD WATER 0,2 0,9 1 14,2 8,5 MAINTAINED FOOTCANDLE VALUES AT GRADE, USING A .75 MAINTENANCE FACTOR. 9 ,0 12.9 ~ ]~. ~ ,,~ 11.1 ~ 3,2 "17 ,5 t.l 5. c~ 8..:> 1.0 ( .4 p.2 0,2 r - I I t- - I I L _ I I 1 I &. ~ t I ; J I i I f :g ! .i c t I ~ ~ J ~ = N CO ~ If) ~ r- d) { ~ f ~~IRWN !1~;~I~~m j 0,2 0,6 4. 1~ 12.9 ,9 ~,1 3, ti.".~=.~ 8 2,6 .3 . r. "... .' It . '1.:....tl. :~. ~~ r;':1 ;'~ ':< . , !, :'<" 1>:',- ~ .". I' 4"i'~ ..:"~;..~.:. 4.8 ~,7 \J "4t"~":~1- :v' c,5 2.9. ~...:~~',i..,:. ,I 4,3 "':-:~:~~1':"~"~:7' "#.~'.: . ~::;j;~~~'h . . . '.'~ ...:":,~':" t;.;.:!':::,.... -'- :1 ... ~:..'" ...., ~.J" -'! ": .,~~ ~. . " .\., 1,,, . ( c/ 3,1 3,5 ~3.8 6. .6 . ~:~;~."~'~~:~'I.!;.,;.~.:~.ti'S-~~~::."~'~'~'i.:.t#......~,. / 3 2 ,6 6, 6,2 Nawwaf A. Ahma(f Cp ~ 4.G ~.G G,~.7 ,4 j, ~ I). 1 tLd 0,9 0.1 ( .2 0.2 FNSH GRIllE Summary # POINTS 998 AVERAGE 3.4 MAXIMUM 14.5 MINIMUM 0.0 A VG/MIN 9999.99 MAXIMIN 9999.99 0,3 0,9 3,7 .9 6.1 ~ .8 t) , 6 6 . l~ 7. ~ 0.5 P .1 .2 0.1 CONCRETE BASE. FORaoED NI) POURED ~ PlXE. FNSH SHAl.l BE FREE OF Nff FORM WORK WARKS. 0.2 0.5 0.7 5 6.9 7.0 7.2 5.6 5,5 4.4 4,9 5,4 0,6 o. 0,1 0,1 0.1 9 00 coon 361 BElOW FNSH GRADE TYP. 0.3 0,7 1. 2,7 3,8 5.2 6.2 7,6 7,~ q,l , L_____J I I I I I I r-----' 2' I CLR. 3,8 ~~5 .........--... 1O,~j 7,7 1 .8 ~~ ~.1 ,0 3.0 3,9 5,8 7,1 2,4 2,4 2,6 J,6 2,4 o 3 0.1 0.1 0.1 NOTE: POlE FOlH)ATION SHALL BE DESIGtD BY FlORl>A REGISTERED STRUCTUttt ENGINEER TO BE CAP18.E OF W1THSTNQ4G A...... OF 110 AFH WIND WITH NI) IOOlTIONIL. GUST FACTOR OF 1.3. DEfLECTION SHIU. NOT EXCfED 5i! 0,7 2, 4,4 9,7 14,5 14,1 9,3 5.5 3.6 3,0 3,2 3,9 5,7 10, REAR LEFT ~ RIGHT FRONT 1,4 1.4 2,0 2,3 1.6 o ~ 1 0.1 0.1 0,1 D 1 1 4,0 '"'l '"'l - 1 ~ _1 7 l' \ 2, 1 ~.I~.~"ELECTRICAL .4 2,9 3. 2'-61 ~. DIA. 6. , .. 2.0 1.2 0,8 1,0 1,2 1.2 1,0 0,1 0,1 0,0 0,0 2 LIGHT POLE DETAIL N.T.S. 1,0 1,0 0.6 0,5 0 7 \O.~ ,7 0,4 0,5 0,7 0,7 0.4 0,5 0,6 0.8 0.7 0,4 0.1 0,0 0.0 0.0 ---- 0.3 0,2 0,2 0,2 0.2 0,2 0.2 0,2 0.3 0,3 0,4 0.4 0,4 0.2 0,0 0,0 0.0 0,0 F 7 12' MH WLS-288-250-MH I 258 E 5 16' MH I WLS-H2S3-250-MH I 258 0 2 35'MH I WLS-VRFP-1000-MH-HSS I 1080 C 2 35'MH I WLS-VR5-1000-MH 2 2160 B 4 35'MH I WLS-VRFP-1000-MH-HSS 2 2160 A 3 35'MH I WLS-VR2-1000-MH-HSS 3 3240 TYPE QTY POLE QTY FIXTURE QTY WATTS/ASSEMBLY . o-I8J .... .. ~ ...... 0- '0 --- '0 '0 ~ ES 1 00 . ') .,. . ~. -.;. ... -.. r * . - . .. n II" PEDE.STRIAN GAURD RA\L If .BY OWNER I : II' J1 :. , , ... - ... , . .. .. . . 2 '-0" . GRADE. ,-# .... ~.. ~.. If" GROUT CELL!t 211 MAX FROM FACE OF WALL TO 4.. BAR 2" <f> PVC \N e.e P HOLE. W I CUBIC FT OF CRAVEL WRAPPED \N FlLTE.R FABR\C @ 10' 0" D.C. 5'- 4" . GRADE - ~5 BARI CONTINUOUS " 1t5I1ARS@ 24" O.C. W 8" HOOK 3" COVER("VP) ________ ~.5 BAR W 8 II HOOK@ 4 '-Oil o.e t ..' CENTERED IN WALL ..) 2. ' - 0" GRADE St'M'M ~ .:. . , to" , 1.0" o ..oq . . .' ... -I == . . , g" COVEQ 3" COVE. ~ T'I P. ~ 2'*=5" CONT. BOT. 5 # 5 BARS " '0 ,. 3 '- G .. SECTION.OF 2 FOOT R/W WALL S.ECT'ON 1"= I' OU I" -: I f_ O,t ... 4 ... .." ... ~ ~ - . ~ ~'O- I CUBIC FT/FT ~ ,,-: ROCK WR APPED I'. WITH FILTER FABRIC :".0 ==f BEHIND LJ. \ .., 0 'O~ -. '. . ,'" ~ I.ill-' ,.; ~ ;'0' .1' -: . . , - " !,z EXPANSION JOINT @ 24 ~T MAX SPACING . . PLAN VIE.W CEXPANSlON JO\NT . 1" ':: "- 0 II ,; . .. '" .J ." ... !Io .. . . ., ,.... NOTE.5 ,. CON CRE, E ~ 3000 PS I @ 2.8 DA\{8 , .. 2.. MASONRY: ASTM e90 UN\TS 'W/-+1 M~1500 PSI 3. SOIL BE~R\NQ: 2000 PSF W /95 ~/o M.P. t;)- 4. DESIGN. FOR \o.ooo~ VE\-\\CLE \MPACT LOAD' 5. GROUT 3000 PS' @ 28 DA'<S G.RE.8AR~GRGO \ .... 11 ./ 1. PROV'OE 1/2" E.J.. @ '2.4 FEET MAX SPACING IN M"-SONR,( .. . 8. USE SLED T'IPE COMPAT'O~ Or BACl{FILL IN 'FOOT UFTS 9. PROVt DE ROCK t. FILTER l=ABR\C @ WE.EP HDLG.S .. ... . <I , ~aO:I 434 RE:T~'L CENTER .'; .b'~'. . .. . . !t . ~ I' ,. ._ _" _ - -,- - .', .. - - -) It'...: :;:;c -;:: -;:: ::J - -.- ."-- -'- .-' -,,- -' -.- - \ ij ~ ::.---- _.- .- -'231.30' 01\ MEDIAN CURB I; ~ MEDIAN CURB - - - - .,- -T- ,- ..- -' - - - ,- - -' - R/W TAKING PER ORB 2784. PAGE 1196 ~\ II I /; _,~ -' .'- -" _..- -' AS SHOYfN ON STAdJi~E6~ MAP \ / l~ _ __ - - - -- ,-' -~ - \~ - SECTION ~~7!'i;J~~DPGE 3 OF 13 ~ _ _ _ L _ ~ - - - ::l r- -' -- - -- - --- - iSiilt - - -' - \ ,g. 'lEMEII' _ - - - - - - - \ 13 .:r.V':~;~' \ ~ ~ '. EDGE..9f !}. - - - I lX\\ E.lNV =16.70' \ \~ \ _ - - - - - - 0 4-19 : 'ro\\ W.INV =17.17' i - - - NO 434 & N . \ ....~ __ \ ~ i _ _ - - - - , STATE ROAO . ~ : _36-=-,R:: ::::: :::::::::;: :::::\Q """J6"RCP i ~- - - - - - - TOP =28.09 Q. i . - - - :::: ::::::--\~ - - ::::: :::::: - - ~ 1 _ - - -4- - ...LIiIL N.lNV =22.16' ~ . 1 - ~ _~~ - - _ , - - - - - - 1 -V- E.lNV =18.15' \\. __ - 't-1&t-..2f .Eb~::::: - _ _ _ - - - ~ -J ~ -O\1E- - - \ - - - - - '. W.lNV =18.29' \~ - --~ - == ::::: - - - "::::=':~"5f~ - _ - - - -~.~~ ''\' (/l - - \....- - - - - - \ - - ~ - ::::::::: 1- -::: - -- - ~ C2f:fc_.6..YS. - - - ~... 14')7 'It>6 r-u'\~ b - - " CONC APRON CONC APRON ~' C,.TANOARO CURB - _ - :=:::::: == - :;::tt; -=-~ :::::: - _ - - - - _ _....:::;. -;;; 2t''-= 14% .. 8 Vt\l ~ Z TOP =25.67 1 --'{'" 2 .> f'\ - - ::::::::: - - _ ~ - _ - ~ _ '~3.3~ WV . fT1 N.!NV -19.B6' ASPHALT DRIVE\ __ ~ _ - - -,r-' - -:- _ ==== -. 'e''-- - - _ _ =- _ .. ~"" - _' 01) . ,_ 1459. .,004 . . -\ \\l ;1 ~ 1\ E.lNV =18.68' - ~ - - ::::: == :::t - ~-=-- - ~'25. E 484-.~ j: 'L- - ~ - \ 1463 8 H€.1. 8 1:/&5 l\ ~ S; 0:: W.lNV =FULL OF DIRT -- _ _ :::: == :::: ~~ - ? ==-~_ - . _ - ,;;-::- Nll3 -.=or-- -... .. \ .. "'" FD ." X. 4" C~ !:'J"l.s ;q. \ \ \\ -I OJ &cc \\ -+--- _ _ - == :::: :::: -=-=-__~-=-= -:{. _ - ~;; ~_ -==--;;;;-.9- FD IRC ~ : '!-64 \ ASPHAL T I 1 S~,.3 LS 4334 . \- ~ ~ -....::l:!: :::: -:::: ~ -:..:---=--=-...---=~-= - --- - - - -=- :=-..;::::.=..;;-- ", (y) .2143. ~ FOOT i" 14lSS DRIVE \ \ \ STONf tiABLE CIRCLE --::.. 5'~=-~ - __- - - - - -=- -.={}-- \ \ 2J3. 100.01 \. H6i:i \ \ \\ 60=<R~T OF WAY -""RCP ~ -r - m\F.. \ \.;4P 8 ~ 1 1487' \0 \ 0 36 .....-- -\1E=- -..._'7',,-..::;;;;-- lRAFFIC SIGNAL BOX \ \ 224-4 ' " '. ---1 8 14.73 .' ~\ t r: - - 0 .,,- 1\\\ FO 5/8 IRC 153.64'1~Z8' \ \ , 2~~". \ FLORIOA OEPAR,.~~T .. ; 8146810",0<1. 01 '.341 411.;{:>1 014-90 \ \~\ f"t1 wv I FOOT .......:'<:., ~~aTR!~i~;& 1630 Ol, ".. . \ - I - . 1 \te: " ..., \ i B' \IIIDE~;;~: \ \ :2~~4 \ \'> w " ~ \ ~4:'955 \ ~ I · . ;1;: \" II - -w- - -"r t FLORIDA POWER EASEMENT 2261. \ \ 8. ..~..' \' $. t ... \ ~ I H06. .. ... 1479 1484 8 14-89 \ \ \ \ \ ~ ,.........- ORB 896, PAGE 371 2262 \ \ 2253 . \ .147() . 8. . _ \ \ - -- \, ~ 2~~;~,) \~ ~2;;:' ??\ _ ~~ _ __ ~Q_ _ _~':,,~;, 1\ \\ 1474# ,:~:8. .'48~ 1483 ,.: '486 . 19',::08 1~~~4e~\ \\\1\\\ ~ 1M "' ...", . "_...~ .~. - , . '+.508. 14S8 ~34"!; 1 ~ 23<)9 ;2~":' ! "..~!!49 ' -- - .2510. ~ 13." \ 1 · 13'f '~:5;1 \ \ \\ \ '2';'07 8 \\ 8 ne2g2,eee/ ....~.- \ e ;\ \ I 8 ~:~;... 400 .- .11344 \ \ \\ \ I 2.270 ASPHALT DRIVE \ ~ H"14 \ \ . " (, . !503 nos \ \ 2.3-'::>B l \ 2271. \ , 5<.l.' nB Ua . '.' . i 50f, . j 4Q~ \ \\ \ \\ ~~'7_21 \. \f HH4 I I 8 1504 ~f.l5 ~ -- \\ ~\ 2,.7:'1 \, i513~' . 'oiT 41){<..., 150;.7; ., ..... '14. 8 \ \\~2' MIAMI CURB 231'1 \\\ '-.. - _ -- ----- 1009 \, "'I~'IZ \1 1\ 19468 '1505 ......... __..... '1348 \ \ \\ ~ \ 1510 '\1 .....)1515 . nm v _~.. - , '''''' '191i:>8a2119l)9 ' "";v, \ \\ ~ \ \ I :~H:~ . ~507 . v .~ \ \,'\ , \ .2.31t.) "\ ~..\I .1;.~:1"A \, 14978 ~:'+9:' ,~ \ ~ ' \ - -r ~.cl.99. E--i7 ""~ , 2313 \ \ 1\ I I . 15(.11 . . '4il4 \ '\. '" J \ . \ I ' 34Q .19030 e" '" " i.314 I'{>f:" . 1e..:39 '1542 " ,,~ 0 2.3,{j .. I \ ,,1\ ) \ 1928. .1S19 8 . t540. " ~ I ....:51"..'" 19Z78 !538 1552" ~ ".I...~, O~ I \.\ 15?9 '1934 154! ~ " " 2.320 ~ ----1 -K CONe BlK 2348.~ 151~ / \ 8 8 " 23\7 -.2322 "..... r---cONC__-J----- \ i1 1931 D.... -- \ WALL ""'........,.."'t L / \ lS2~ .. 1350 . 2~'18 ~~43 --.1-940'- Ig\ \ "",,#p_=##1# Ir-l~ ./ j\ 1926 1925 . \ 2.~"'21 \ ~2r-------' I~ 1\ II t5!6 /" \. . . 1.....~'.' _\ ~.,... 2338 .2)39 ,\ 2 STORY WOOD fRAME '\lJ :Z:U:"'r CONC '\I "4'''' ./ ,'0 ,/ \ 1527. ... 1526 . '_-..1\..' tS3t .4'~"'", . \ -.N. .\_ \ I ..,.;.......-- ~Or \ "'9'" . \12324 82.341 \~ F.F, =24.70' \ .2350 A>59 =:L" ___ ~~~ /" \ .,':;4" ,.,~..",:.-; ~ .. -.... _ \ ~~#t>""" ---1 v' /' Hfz3 \ .......~~ 2340" \~ _---.-rr--]Qt@:J -X~... 2.)~v r----= --- ~ /' ./' \ \ . . 19~r921 "~30 I _-- -.,- ''''''REO V.""- ~ \, ___ . \ \...~ 2.3288 .'if82331 ,23.37 ~----- ,COve y(', \' \ l_:L28 .1~<t7 'r. ..!9t7 "3"~'" '2~:3t;..L 1 cON ..J'1-"\ " ']''i5ti \ ''1 \ 1~2.J ::c1.oo 8 1". ,.. r '- -r-r / / ,"'''' \ i 1~"") . 1....-t. 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LW'.. \ .~3l<1.1 _-)(.. \ ~ I I ~: '" _><----)(.----)(.-- 'l"3f3) 1:\ I I +.3:t~----)(.--- \ 23788 ~ I I / \ 1\ I I / ^ \ ~ 2071 I I I' :{'3798- .1, '2f/70 .2430 "0" / / \ \ 2:}'~{1" \\ 1986 I I '2.~31 LOT 9, BLOCK / / \ \ ~ I I / / \ \ 23818 \\ I r I / \ \ 2;;<82. ~ I I / \ 82.;18';' i\ / ('2392.) ~ :)384 ~I I I .. 2391 I · -. . ~ I I 239.3. / 2.39t)- ./ \ 2385 \\ {I 23948 / \ ~ \ \ 2.386 7"- / ASPHAl T DRIVE \ 8 1~ I' L- I \ ~ \ \ \ \ \ ~ I 1 \ ~20n I I 2 STORY ~ WOOD BARN \ ~ en I \ 1 I \ I) 2387' I I wI \\ \ I ~\ k~ 1(45\. I "':~ 1577 .157~ \ 11 .. 1-.l:....1_p...7. -i':;'8 1::,71 8 1588 · I \ t<::j:\n "'~8\'." . I \ '" '.)'N 8. i5n "{l.Z i.354 \11 244:;8 ~,'_~ \, I, . 81;.).0 8.,5'13 \- 13f,*,_ 1S-5S \ i ~ I' 1i)O"881i)!J1 i"'9~ ;c. · If.iB 1"02. . '.> ... 1 t~' I ~~,~ 1(.;24 e1i.,.1. ~607 7~'" I C Iwl .'" 1621 .,;:O-'~16D .., .1{;06 -"'.J<:I81$;} __~L_'9.:..9_' ,__J' 16588 "'" I I Hf~ 1€<')~ 8 .16!9 16121 81::?~4 '15';>. ... ~.J ...-- .. . 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"IS ~ 8 ___.......- 1707 -....-..--....---..__..._. (' 1 I! 1727'\.. J /15 \ 172081 MES -- WETI..ANO AREA I 17BQ 1 \ ~ I .1126\ . 17.~~ \ i 0 INV =16.40' __..---,-,..-,---.--...--....,14:20..,J · 1781 APPROXIMATE TOP OF BANK / ! >t \ tr~rfr\Q\ 8. \ i r 141u '. ..............., I \\ ( 11140~ . -'- \ 1'733 17,34 \ \ 1 Ii i 1 756 ~ 773 . 1774 , .. ' \ ..754 . ".", ~ e //.; ../ APPROXIMATE TOP OF aANK I \ 17i{,\8 1732 \ \ b48 1 P<l9.. ens-s ii59 "~7~4l770 ., H?Z 8 1776 ./ ~ ./ I \1'31 I, \ . \ 1..J750 !.,..JOt,c=-1t 81757 17&<') 1417 8 1777, I/~q~/o// I " \ .174-7\ ~. . . 'e. 8 ." ~ [I WEllAND AREA \ " \WEllANO \ . \ \ 17,i!...1!'E..} 1412 l'i14 17;:'-". 1767 ~.7~;.~ . ~~7R , .{;.. ./ ~ \ AREA \1744 174=, \ \z ~. 17'18 .u.. ...." . :14 ,21 I./~' I />. I 1 -~ \ '17~ 1'. &81746 \ 1941 ..._.... e ~. 1765.. 17758 1ll" n /'./' s II 1'11....1.,-"7 ',-r.h \ \ 1-,::-..:. 141" 17(H. 'If';'" 1 I i \, ~!~ .' J \, .-r'8 el741 \ \ \._/) ."' 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I "l82Q. \ '.....'842 \ '!!/i5 \ \ · \ \ I 'n \_ t4'-:' 184-08 \ \ 18'<::(') 18$~ .. \ \ \ \ ! ~~....... 1338. \ . ... 1,,;49 \ \ . . ~ !,.f \\\t4,;.38 ":.- .1rns \ \ .b~5f ~,t~g.i44~444'.781l\488 8 ~-6Q\ \\ ,\ \ ~l\ l822. 18~:8.... 18..30...~ -. Y;3.i5 \ . ,r' .0-..>'",> I 1864 l :.' .', \ \ \ , I I H.'i~"'~,. 18".,. 8 . \ 1~.) 44-' I) . e \ \ \\ \ .. . 8'84'" \ ., l~. 1....(A .l8~'i ~~'"""'8 \ \ \\ I! 1-4-36;..... 1833 lB:Y.i . Q . """"14';5 '}... l..".;;;' 1&,::8,. , ~ "IP 2096. ~ ...../ e 8 .1844 \ . lB61 e 1863 \'lf~:~'O \ \, ~ () \ 8... f )(.---11 ("4-';7 . 1846 \ IB54. . H\'-'::g 8 1450., .... \ \.-;:;- ~" \ ">1:'5"0 . _,,----)(.---- ll~v"'''''' \14,J-4- .' ~ 1S27 81834. 811\,<:.0 \ . 1857 . ....... \ \\ -::. -:;:::.- , >,~ \ "..."... _---){:-"""!- " ...ll'l ""WI 8.:.e 810441 18438. .'".W \ \ I--:.. __ .... \.X--.-x . 2W3.J 2528 " \18:23... 143:r" ej4~ ~^ 1847 ........- --;::::.. r \., . ":'.::.-=: __.......-'-.--...-. e ".. / '1824' 1a2~ 1440 81442 0.'57 ',. \ \ 1855 ~B72 .-j ,,--.~45t \ ", ....~::: .dO~ It. \. 1W' - 8 tB31 185D . c.8 \ 8 1879!- .-;:;- -- ... \. ".,.-..-.-,..-...-", · ./ i 18<)", "\ ,.g-- l~'.Jl \ . __ -- lO-~ ~'~'k:7 ....., .', , .' I' L'_' " 14....' __ ....-.- 1..'1' ...."" ", '., 2l0=; /;098!....., t-r,"'.~ \ \ Hfl!i.. 'ft ...- .,' .'..... .............., ,.., 2" C-6 8 . :...-~.." \ ""'- ! 46.?' i 885 . -". \ \ i 2~H 194-31f- -=-- .......... . ".. _ .....,. .........--..... "'...~,.--'-'. 1 ",. 8 Hf,-$:, 18818. __ ~8..'..1 11.576 8 !07-i. 0,............ ZF)!5 . Zhi7 I :4[;5 1P.'-7 \.. 8'R/~;;S ",.t-_.. . lM4 \ \ .. ~C~......... --::::- -- .;~ 'e . 1f;75.Jn ~......._..._._ 8 ' 8" ,,":J _....~ le.. 18~v 8 _ l' 4-\ \ "},'t ___ --- 81:Z..:L _ -e- - _.,- \ 1$02 ..1893-......__.-,-.. '0 1e"\~3 ~4 231.\1' ~ -:;:::.. ---:. _ _9 i!\>114""'X 4" eM 1!09 FD 1 1/4- IP 1903 ~f.!o o. 81454 18S.~ ~ee7".:":" 18.30 \ lS 4334 (". 8 NO IDENTIFICATION' ....9~ 1900 18948.8 -. 1882" ....-.-.~ \ \ -' _--.....----x--..... ,,:.17 "-__ ~ fOOZ .. . ........- -:;:. -- \ \ ._.--"- - -......- I~Ol 10'~"" :888 . ...- __ \ \ _ ....---::.- '(C' o.:>h ...--__ __ ....-.- \ )t. - - ~-~-- ~"'C.2'42.W 484.75 'J O''''CH 'I __ ~ -- \ \ __ __-- __..~TlAND NlEA .~" '_______...._._._ · ":01\\.. \ \ ~ _____ __ __ __ __ _ _ _ \ \INV=10.96 \ \_- ~---:;::;""'--Q---OHE--- \ ..., \ \.------\ ---- \ ". ..J. \ - --- \ \ _ - -. OIRi RO"'O ___ ~- -0- \ ~) _ -- - - \ TELEPHONE MARKER ~ -- .--- -- --o~ _ ~;L\""./ -- _ _ - - - ~ -- - - - -0- - OHE- -- _ _ - - - .fio!..\ _ _ - TELEPHONE MARKER \ - -- \ _ - - ~\\-- N.INV =11.08' \ _ - - - ~::::::- S.INV =11.09' )t. \ RIP RAP HOWL TRACT nG" \ WINDING HOLLOW UNIT 1 ~ PLA T BOOK 47, PAGE 94 \ LOT 9, BLOCK NO" LEGEND: C'tll -X-x- -A- ITRJ @] [ffiJ IBFPI WV l><J WM l><J IV /Xl M @ <ID CBD x:x e o o -w- -0 '"D ::::0 00 '--'0 c- Orll 0)0 "'-l-l Z o MAP SHOWING BOUNDARY AND TOPOGRAPHIC SURVEY OF: A' PORTION OF LOTS 8 AND 9, BLOCK "0", DR. MITCHELLS SURVEY OF LEVY GR,t\NT AS RECORDED IN PLA T BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA STONE CABLE PLA T BOOK 54, PAGE 14 1~,.:rl . 1 :.14~;) , 8lf...:... , i5fH !547. '0"';" e 1553 .1544-191 . If..46. . o'lD !~51 19.36 . ~o4S 8 19.35 15.i88 15368 . 16.55 153'::~ .. 2463 , i 98S8 20.:t) 2081 _ e.. fJ 1 9a.~ -8 2084 2U6.2 1984" . 1982 !979 ,!a 8 \ t r::...J 206.3 '__'0, . tq718 'C~Q '196,; ., .n..:.... '.. H370e8 .oJ",.. 8 ~~ !;::;)i H)7'1 e 1007 .'." . 205811\ 2\.162 ~9n ii,eo..' 8 1967 e 8 !96 \\b. ~^.._..1f;65.1~2 2~~1\:E8 ~.~i!;'~ .1(:l~~ \\ 1966 .....<;t... t9R.1'.88 :x: w" \\0 1c6~ 2l~4 , ~ n' ...e , r- ~99~ .1992 ,n '''07'' H97tf;"" . ... . . 1M. 4 ... 1998. ')i}.-=<6 l.!Jio 81993 ':'~9n gr 10~7 . .~..... . ''''"'... ,. ~~..c..l 1999 1994- .i~~, 6 . 8 1989 19958 e .1991 . 2074 2073 1.5.34 8 1975 . ''''7~ 197"1_. " .' 1981 '!98G . 8 , ! -I 1974 e 2$55 · 2419 268S. '2418 :2014 20<X ~W76 . e . 20 It 2Dta 8 2(;(:~ .,1'\ '8 . -. r, ..~ 20',)2 ......1" 2012 2\,{)7 ...00... 8 . . . . 20048 . .::.'f)(j1 2009 . 2008 8 2425 2D-J<i . 2"'.61 ....4.2~\ 4. .::.' .,..f'l'; .:..,"4.c.;.. 2424. 111 2.12)' 242$. . . 2428 II 2429 8 24.32 ~ a $ . '" 1 \ ~ LOT 8, BLOCK "D" , 2'080 , . 2025' ':'03';' .~. ~'"". 1019 1 21 2043. .200;,., . - .ZOJ' -O.~207~ t: . ., 20J.'3 201$ 8 l02L 820 8 U!. 20378 4~3j 2Q28 ~... .., 8 .~,,-..,...... ....tv, ~ ... ,...:-. "I" ':] 70 ~~ -&, ..J..,,,: ..,,..., ~ ...." 20492048 v":'\I_'O . - ...;).....~ 202':-"2021 88 203~2...L7.. 8 8.2.0..~ 20,~~ 204-4. . 2030. Z026 . 2016 .. 8'~""'n 1"~'i .~ "0"';1.:: . . ...V'9. '~"""8 ., :':'v...) 2047 ;t045 . ":f"; ,. :.3:,S _ , _. . :..,..!:; 15608 "1~S9 1 1~7:t.1570 1-1<.":8 ~ 15748 8 1-';:t:S i555 ~"'.J 8 . 8 15e3 i56'! 8 8. .15-'56 15t4 1562 "417 . ... 2CiSi) .2051 , "04'" ...... GRAPHIC 2oa.~ 2056 . o 10 20 . 20 ... 2089 2Q57 8 . 2W\J - . 2\Jt'i.1 2.053 . 2!J.~2 k.....~ ~ ~ ~ . Z-1e~1 ~ I I ~. 1 "4;':0 ........... ~.:. ..1\:.,...................- ...--- /.\244' / I 2.HZ / . \... 74'" I ... .. ~.J ! S' ! d i q, / ~ t 1 1 I i / ! I f I j ".... ..""'- ~....", 252~17 .,...~~~ ,", 22'i.... , ", 2.52S~ 2214'..... 22' -e..8 ,....., !...... 2216 " t '......., .... 2524.1 2218 " ....., " ...." .....,...."" '" " ", ~--.-,---- " --~.---...,....- "'-.-- SHEET 2 OF 3 SHEETS I)~ 1~ \~ J ~ SCALE 40 80 "<'ss': . '~O"."o ... .;r.~<2" ... "'70-;": ....Il."....."Q ~- ~ ( IN FEET ) 1 inch :::; 40 ft. ~, ~.\ ~1 ~ --._--------_._----'~-----,~\ \ 1 \ \ \ \ \ \ \ \ , , \ \ \ I \ \ i \ \ \ \ \ WETlAND AREA \ I \ l \ \ \ \ , \ \ \ \ \ ...._,1 --- --- ~ 'f: .... 1567 . 155-7 i 558. . 1.~51 i:J:I' o g ~5 ~a ,~ ~ I , , , r-..~"__ "':",.., ........ .~- -................~" ---....... ......-- ..-'-..........--. ~....... .......... ..,...... ..................... .....".......... ......" ..... '''-.....'''.. I , , , ~ TOP ==23.95' NE. INV =14.71' S.lNV =14.54' \ , , , \ 2633 , . , , ~11...":1; K: "', -._~--, ......."- ""'.. ............. ,., ...-0 ........, "'. '1541') " "'"""""" 2.539. .,.... .' ............. ..., ':?H:i1 ....... ",' 5 .., 4t... . ' .... ... 1.,1":.. 21 S;! ?-54:; ", 2.538 ."",," 8 "25';4 ,--...... '~.5A1...'--_ 8 .~7~ ~-.,... .., ----...........----E- ............. ':'150 . .........._-"....".... '''!.............. -- -- ... --- - .. - .......... .................- CONTROL STRUCTURE TOP =22.84' 6" ORIACE INV=18.60' WEIR INV =20.34' 24' RCP =11.68' SKIMMER =22.84' 'i~~&<... 2lfifi ~. ''''~~.' .. 21648 2536 i.S.36 ~'64 ~ - -. , 8 , , , 1 2551 "f;~4. 8 ....... . SET 5/8 IRC ~ LS 3691 'J!/jU$ (C) ---- POWER UNES DENOTES UTILITY POLE CONG ASPH INV RCP CMP PVC DENOTES CONCRETE DENOTES ASPHALT DENOTES INVERT DENOTES REINFORCED CONCRETE PIPE DENOTES CORRUGATED METAL PIPE DENOTES POLYVINYL CHLORIDE PIPE DENOTES CATCH BASIN DENOTES CURB & GUTTER DENOTES MITERED END SECTION DENOTES OVERHEAD ELECTRIC DENOTES BURIED TELEPHONE DENOTES BURIED ELECTRIC DENOTES HEADWALL DENOTES IRON ROD & CAP DENOTES CONCRETE MONUMENT DENOTES NAIL & DISK DENOTES IRON PIPE DENOTES FOUND DENOTES DEED DENOTES MEASURED DENOTES CALCULATED DENOTES RIGHT OF WAY DENOTES OFFICIAL RECORD BOOK FLORIDA DEPARTMENT OF TRANSPORTATION DENOTES FENCE LINE DENOTES SIGN DENOTES TELEPHONE RISER DENOTES ELECTRIC BOX DENOTES ELECTRIC RISER DENOTES BACK FLOW PREVENTOR CB C&G MES OHE BT BE HOWL IRe CM N&D IP FD CD) (M) (C) R/W ORB FDOT DENOTES WATER VALVE DENOTES WATER METER DENOTES IRRIGA TlON VALVE DENOTES FIRE HYDRANT DENOTES DRAINAGE MANHOLE DENOTES SANITARY SEWER MANHOLE DENOTES CATCH BASIN DENOTES LIGHT POLE DENOTES TREE DENOTES BENCHMARK DENOTES SET IRON ROD & CAP LS 3691 DENOTES WATER LINE DENOTES CONCRETE POWER POLE DATE 10/08/01 DESIGNED BY BOUNDARY AND TOPOGRAPHIC SURVEY ALD 5850 LAKEHURST DRIVE ORLANDO, FLORIDA 32819 INC. STE 150_33 ( 407)352_7181 \ II, I REVISED I ORA WN BY GJS CHECKED BY I MAP SHOWING BOUNDARY AND TOPOGRAPHIC SURVEY OF: SHEET 3 OF 3 SHEETS A PORTION OF LOTS 8 AND 9, BLOCK "0", DR. MITCHELLS SURVEY OF LEVY GRANT AS RECORDED IN PLA TBOOK 1 , PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TREE DESCRIPTION SHEET 1957 OAK 12 1521 30 OAK 1708 4 OAK 1895 14 OAK 2062 PALM 16 395 24 PINE DEAD 409 4 MYRTLE CLUSTER 1958 OAK 6 1522 6 OAK 1709 12 OAK 1896 14 OAK 2063 PALM 14 432 12 PINE DEAD 410 4 MYRTLE CLUSTER 1959 OAK 10 1523 TWIN 4 OAK 1710 8 OAK 1897 16 OAK 2064 PALM 14 473 16 PINE DEAD 1946 6 MYRTLE 1960 OAK 4 1524 4 OAK 1711 24 OAK 1898 6 OAK 2065 PALM 8 1237 20 PINE DEAD 1947 4 MYRTLE 1961 OAK 6 1525 6 OAK 1712 24 OAK 1899 16 OAK 2066 PALM 10 1904 16 PINE 1948 4 MYRTLE 1962 OAK 4 1526 4 OAK 1713 8 OAK 1900 12 OAK 2067 PALM 12 1905 16 PINE 1949 4 MYRTLE 1963 OAK 12 1527 10 OAK 1714 14 OAK 1901 10 OAK 2068 PALM 8 1906 6 PINE 1950 4 MYRTLE 1964 OAK 12 1528 4 OAK 1715 14 OAK 1902 16 OAK 2069 PALM 20 1907 26 PINE 1951 6 MYRTLE 1965 OAK 6 1529 4 OAK 1716 8 OAK 1903 14 OAK 2070 PALM 6 DEAD 1908 14 PINE 1952 6 MYRTLE 1966 OAK 4 1530 12 OAK 1717 6 OAK 2096 24 OAK 2071 PALM 10 DEAD 1909 16 PINE 1967 OAK 18 1531 12 OAK 1718 6 OAK 2103 6 OAK 2072 PALM 14 1910 12 PINE 1968 OAK 12 1532 10 OAK 1719 4 OAK 2105 24 OAK 2073 PALM 14 1911 16 PINE 2193 6 SAY-10 HICKORY 1969 OAK 4 1533 4 OAK 1720 4 OAK 2106 16 OAK 2074 PALM 10 1912 14 PINE 2538 SA Y TREE 1970 OAK 6 1534 24 OAK 1721 8 OAK 2107 16 OAK 2075 PALM 10 1913 12 PINE 2540 SA Y TREE 1971 OAK 6 1535 12 OAK 1722 4 OAK 2108 TWIN 9 10 OAK 2076 PALM 1 0 1914 10 PINE 2541 SAY TREE 1972 OAK 6 1536 10 OAK 1723 6 OAK 2109 16 OAK 2077 PALM 16 1915 10 PINE 2544 SAY TREE 1973 OAK 12 1537 30 OAK 1724 4 OAK 2117 5 OAK 2078 PALM 12 1916 12 PINE 2545 SAY TREE 1974 OAK 12 1538 34 OAK 1725 4 OAK 2150 8 OAK 2079 PALM 10 1917 6 PINE 1975 OAK 14 1539 4 OOAK 1726 14 OAK 2212 26 OAK 2080 PALM 10 1918 8 PINE 1976 OAK 14 1540 30 OAK 1727 6 OAK 2214 6 OAK 727 10 PALM DEAD 1920 12 PINE 1977 OAK 26 1541 4 OAK 1728 10 OAK 2244 4 OAK 1337 14 PALM 1921 10 PINE 2095 4 SWEET GUM 1978 OAK 24 1542 24 OAK 1729 6 OAK 2245 4 OAK 1338 14 PALM 1922 4 PINE 2099 2-5 6 SWEETGUM 1979 OAK 8 1543 8 OAK 1730 4 OAK 2246 4 OAK 1339 12 PALM 1923 10 PINE 2110 5 SWEETGUM 1980 OAK 4 1544 6 OAK 1731 6 OAK 2247 4 OAK 1340 10 PALM 1924 8 PINE 2162 12 SWEETGUM-l0 PALM 1981 OAK 6 1545 10 OAK 1732 TRIPLE 6 OAK 2248 8 OAK 1341 10 PALM 1925 4 PINE 2524 SWEETGUWl 1982 OAK 6 1546 16 OAK 1733 6 OAK 2249 8 OAK 1342 14 PALM 1926 10 PINE 2525 SWEETGUM 1983 OAK 4 1547 14 OAK 1734 4 OAK 2250 8 OAK 1343 12 PALM 1927 6 PINE 2526 SWEETGUM 1984 OAK 6 1548 10 OAK 1735 4 OAK 2251 8 OAK 1344 12 PALM 1928 4 PINE 2527 SWEETGUM 1985 OAK 4 TWIN 1549 14 OAK 1736 12 OAK 2252 8 OAK 1345 10 PALM 1929 6 PINE 2536 SWEETGUM 1986 OAK 4 1551 14 OAK 1737 18 OAK 2253 6 OAK 1346 14 PALM 1930 24 PINE 2539 SWEETGUM 1987 OAK 8 1552 10 OAK 1738 10 OAK 2254 8 OAK 1347 10 PALM 1931 14 PINE 2550 SWEETGUM 1988 OAK 10 1553 14 OAK 1739 10 OAK 2255 6 OAK 1348 14 PALM 1932 4 PINE 2551 SWEETGUM 1989 OAK 12 1554 6 OAK 1740 12 OAK 2256 8 OAK 1349 12 PALM 1933 6 PINE 1990 OAK 10 1555 12 OAK 1741 4 OAK 2257 6 OAK 1350 1 4 PALM 1934 18 PINE 1991 OAK 12 1556 10 OAK 1742 4 OAK 2258 8 OAK 1351 10 PALM 1935 18 PINE 2165 11 HICKORY 1992 OAK 8 1557 8 OAK 1743 6 OAK 2259 4 OAK 1352 10 PALM 1936 14 PINE 1558 6 OAK 2166 11 HICKORY 1993 OAK 12 1559 TWIN 6 OAK 1744 4 OAK 2260 TWIN 4 OAK 1353 12 PALM 1937 18 PINE 2193 6 BAY-l0 HICKORY 1994 OAK 4 1560 6 OAK 1745 4 OAK 2261 6 OAK 1354 14 PALM 1938 24 PINE 2633 HICKORY 1995 OAK 4 1561 12 OAK 1746 6 OAK 2262 8 OAK 1355 1 6 PALM 1939 4 PINE 2634 HICKORY 1996 OAK 6 1562 12 OAK 1747 6 OAK 2263 4 OAK 1356 16 PALM 1940 8 PINE 2636 HICKORY 1997 OAK 8 1563 4 OAK 1748 4 OAK 2264 4 OAK 1357 10 PALM 1941 4 PINE 2641 HICKORY 1998 OAK 10 1749 4 OAK 2265 4 OAK 1358 1 0 PALM 1942 12 PINE 1999 OAK 4 1564 8 OAK 1750 4 OAK 2266 8 OAK 1359 12 PALM 1943 8 PINE 2000 OAK 4 1565 8 OAK 1751 4 OAK 2267 6 OAK 1360 14 PALM 1944 10 PINE 2001 OAK 4 1566 8 OAK 1752 6 OAK 2268 4 OAK 1361 10 PALM 1945 4 PINE 2510 SSRUSH 2002 OAK 6 1567 12 OAK 1753 8 OAK 2269 4 OAK 1362 10 PALM 2104 5 PINE DEAD 2528 CHINASERRY 2003 OAK 4 1568 4 OAK 1754 16 OAK 2270 6 OAK 1363 14 PALM 2320 18 PINE 2243 6 CITRIS 2004 OAK 6 1569 12 OAK 1755 12 OAK 2271 6 OAK 1364 14 PALM 2321 20 PINE 2005 OAK 6 1570 8 OAK 1756 12 OAK 2272 8 OAK 1365 14 PALM 2322 16 PINE 2006 OAK 4 1571 8 OAK 1757 6 OAK 2273 8 OAK 1366 1 4 PALM 2341 18 PINE 1953 4 CEDAR 1572 12 OAK 2007 OAK 6 1573 10 OAK 1758 10 OAK 2307 12 OAK 1367 10 PALM 2356 16 PINE 1954 4 CEDAR 2008 OAK 4 1574 4 OAK 1759 12 OAK 2308 6 OAK 1368 12 PALM 2394 24 PINE 1955 4 CEDAR 2009 OAK 6 1575 12 OAK 1760 6 OAK 2309 24 OAK 1369 12 PALM 2425 24 PINE 1956 6 CEDAR 2010 OAK 10 1761 12 OAK 2310 14 OAK 1370 12 PALM 2427 20 PINE 2011 OAK 6 1576 10 OAK 1762 8 OAK 2311 20 OAK 1371 14 PALM 2431 20 PINE 2012 OAK 6 1577 6 OAK 1763 14 OAK 2313 18 OAK 1372 10 PALM 2081 PINE 10 2013 OAK 4 1578 10 OAK 1764 8 OAK 2315 1 2 OAK 1373 8 PALM 2082 PINE 10 1017 TWIN 18 UNKNOWN 2014 OAK 4 1579 10 OAK 1765 14 OAK 2318 1 2 OAK 1374 12 PALM 2083 PINE 4 2181 UNKNOWN 2015 OAK 8 1580 8 OAK 1766 18 OAK 2323 12 OAK 1375 1 0 PALM 2084 PINE 12 DEAD 2296 UNKNOWN 8 CLUSTER 1581 8 OAK 2016 OAK 6 1582 8 OAK 1767 12 OAK 2325 4 OAK 1376 12 PALM 2085 PINE 12 2297 12 UNKNOWN 2017 OAK 8 1583 12 OAK 1768 12 OAK 2328 TWIN 10 OAK 1377 12 PALM 2086 PINE 16 2298 10 UNKNOWN 2018 OAK 14 1584 8 OAK 1769 20 OAK 2329 10 OAK 1378 10 PALM 2087 PINE 34 2299 6 UNKNOWN 2019 OAK 10 1585 6 OAK 1770 6 OAK 2331 18 OAK 1379 10 PALM 2088 PINE 8 2300 6 UNKNOWN 2020 OAK 1 2 1586 10 OAK 1771 14 OAK 2332 14 OAK 1380 10 PALM 2089 PINE 10 DEAD 2413 UNKNOWN 2021 OAK 6 1587 14 OAK 1772 20 OAK 2334 12 OAK 1381 12 PALM 2438 UNKNOWN 2022 OAK 8 1588 10 OAK 1773 16 OAK 2337 8 OAK 1382 8 PALM 2023 OAK 8 1589 6 OAK 1774 8 OAK 2338 12 OAK 1383 8 PALM 2024 OAK 1 0 1590 6 OAK 1775 10 OAK 2339 16 OAK 1384 12 PALM 2025 OAK 6 1591 12 OAK 1776 6 OAK 2340 18 OAK 1385 6 PALM 2026 OAK 6 1592 12 OAK 1777 10 OAK 2348 30 OAK 1386 12 PALM 2027 OAK 4 1593 16 OAK 1778 16 OAK 2351 14 OAK 1387 8 PALM 2028 OAK 8 1594 8 OAK 1779 14 OAK 2352 14 OAK 1388 10 PALM 2029 OAK 8 1595 6 OAK 1780 8 OAK 2353 24 OAK 1389 14 PALM 2030 OAK 4 1596 18 OAK 1781 18 OAK 2355 14 OAK 1390 12 PALM 2031 OAK 8 1597 4 OAK 1782 12 OAK 2361 20 OAK 1391 8 PALM 2032 OAK 4 1598 8 OAK 1783 12 OAK 2372 14 OAK 1392 1 4 PALM 2033 OAK 8 1599 8 OAK 1784 14 OAK 2376 20 OAK 1393 12 PALM 2034 OAK 12 1600 10 OAK 1785 6 OAK 2380 14 OAK 1394 12 PALM 2035 OAK 8 1601 12 OAK 1786 20 OAK 2383 26 OAK 1395 8 PALM 2036 OAK 4 1602 10 OAK 1787 6 OAK 2384 14 OAK 1396 10 PALM 2037 OAK 4 1603 20 OAK 1788 14 OAK 2385 12 OAK 1397 1 4 PALM 2038 OAK 4 1604 12 OAK 1789 12 OAK 2386 24 OAK 1398 10 PALM 2039 OAK 12 1605 6 OAK 1790 28 OAK 2387 24 OAK 1399 1 4 PALM 2040 OAK 12 1606 8 OAK 1791 6 OAK 2391 14 OAK 1400 10 PALM 2418 14 OAK 2041 OAK 6 1607 4 OAK 1792 6 OAK 2419 6 OAK 1401 14 PALM 2042 OAK 34 1608 8 OAK 1793 6 OAK 2422 14 OAK 1402 12 PALM 2043 OAK 6 1609 TWIN 6 OAK 1794 4 OAK 242.3 8 OAK 1403 1 4 PALM 2044 OAK 4 1610 10 OAK 1795 6 OAK 2424 18 OAK 1404 14 PALM 2045 OAK 6 1611 4 OAK 1796 6 OAK 2426 14 OAK 1405 12 PALM 2046 OAK 8 1612 6 OAK 1797 4 OAK 2428 8 OAK 1406 8 PALM 2047 OAK 6 1613 12 OAK 1798 12 OAK 2429 18 OAK 1407 12 PALM 2048 OAK 8 1614 4 OAK 1800 14 OAK 2430 12 OAK 1408 16 PALM 2049 OAK 4 1615 6 OAK 1801 6 OAK 2432 10 OAK 1409 8 PALM 2050 OAK 24 1616 8 OAK 1802 8 OAK 2441 12 OAK 1410 8 PALM 2051 OAK 12 1617 12 OAK 1803 6 OAK 2442 10 OAK 1411 10 PALM 2052 OAK 18 1618 6 OAK 1804 6 OAK 2445 12 OAK 1412 10 PALM 2053 OAK 4 1619 8 OAK 1805 10 OAK 2446 24 OAK 1413 10 PALM 2054 OAK 10 1620 6 OAK 1806 6 OAK 2451 24 OAK 1414 12 PALM 2055 OAK 10 1621 4 OAK 1807 6 OAK 2452 12 OAK 1415 12 PALM 2056 OAK 1 2 1622 14 OAK 1808 4 OAK 2453 4 OAK 1416 12 PALM 2057 OAK 10 1623 12 OAK 1809 6 OAK 2455 4 OAK 1417 12 PALM 2058 OAK 4 1624 4 OAK 1810 4 OAK 2456 4 OAK 1418 12 PALM 2059 OAK 1 0 1625 4 OAK 1811 4 OAK 2458 6 OAK 1419 12 PALM 2060 OAK 6 1626 4 OAK 1812 6 OAK 2462 8 OAK 1420 12 PALM 2061 OAK 12 1627 10 OAK 1813 4 OAK 2463 b OAK 1421 14 PALM 369 TWIN 14 OAK 1628 12 OAK 1814 6 OAK 2655 18 OAK CUT 1422 12 PALM 370 TWIN 18 OAK 1629 4 OAK 1815 4 OAK 2657 8 OAK DEAD 1423 14 PALM 400 10 OAK DEAD 1630 4 OAK 1816 6 OAK 2658 10 OAK DEAD 1424 12 PALM 495 TWIN 4 OAK 1631 8 OAK 1817 10 OAK 2664 14 OAK DEAD 1425 1 2 PALM 766 4 OAK DEAD 1632 6 OAK 1818 8 OAK 1426 1 4 PALM 831 TWIN 6 OAK 1633 14 OAK 1819 8 OAK 1427 1 2 PALM 832 TRIPLE 6 OAK 1634 10 OAK 1820 6 OAK 1428 16 PALM 847 2 4 OAKS 1635 8 OAK 1821 8 OAK 1429 16 PALM 923 6 OAK CUT 1636 6 OAK 1822 16 OAK 1430 12 PALM 1114 TWIN 6 OAK 1639 8 OAK 1823 8 OAK 1431 14 PALM 1206 TRIPLE 4 OAK 1640 6 OAK 1824 12 OAK 1432 12 PALM 1207 TWIN 4 OAK 1641 10 OAK 1825 12 OAK 1433 14 PALM 1252 TRIP 6 OAK DEAD 1642 8 OAK 1826 12 OAK 1434 12 PALM 1254 8 OAK DEAD 1643 16 OAK 1827 12 OAK 1435 12 PALM 1270 16 OAK 'DEAD 1644 10 OAK 1828 18 OAK 1436 12 PALM 1456 16 OAK 1645 8 OAK 1829 20 OAK 1437 10 PALM 1457 14 OAK 1646 12 OAK 1830 4 OAK 1438 lOP ALM 1458 4 OAK 1647 8 OAK 1831 8 OAK 1439 12 PALM 1459 12 OAK 1648 4 OAK 1832 6 OAK 1440 1 2 PALM 1460 10 OAK 1649 4 OAK 1833 4 OAK 1441 12 PALM 1461 8 OAK 1650 18 OAK 1834 6 OAK 1442 10 PALM 1462 6 OAK 1651 6 OAK 1836 4 OAK 1443 12 PALM 1463 4 OAK 1652 6 OAK 1837 8 OAK 1444 12 PALM 1464 8 OAK 1653 14 OAK 1838 6 OAK 1445 10 PALM 1465 4 OAK 1654 14 OAK 1839 4 OAK 1446 12 PALM 1466 4 OAK 1655 4 OAK 1840 6 OAK 1447 14 PALM 1467 6 OAK 1656 4 OAK 1841 6 OAK 1448 12 PALM 1468 6 OAK 1657 12 OAK 1842 8 OAK 1449 14 PALM 1469 8 OAK 1658 14 OAK 1843 4 OAK 1450 12 PALM 1470 4 OAK 1659 TRIPLE 8 OAK 1844 6 OAK 1451 18 PALM 1471 18 OAK 1660 8 OAK 1845 6 OAK 1452 8 PALM 1472 18 OAK 1661 6 OAK 1846 4 OAK 1453 -12 PALM 1473 4 OAK 1662 8 OAK 1847 4 OAK 1454 10 PALM 1474 4 OAK 1663 10 OAK 1848 6 OAK 1455 14 PALM 1475 6 OAK 1664 14 OAK 1849 10 OAK 2137 9 PALM 1476 8 OAK 1665 8 OAK 1850 6 OAK 2157 10 PALM 1477 8 OAK 1666 8 OAK 1851 8 OAK 2161 10 PALM 1478 14 OAK 1667 8 OAK 1854 4 OAK 2162 12 SWEETGUM-10 PALM 1479 14 OAK 1668 18 OAK 1855 4 OAK 2164 11 PALM 1480 8 OAK 1669 10 OAK 1856 6 OAK 2211 15 PALM 1481 4 OAK 1670 6 OAK 1857 6 OAK 2215 12 PALM 1482 10 OAK 1671 12 OAK 1858 8 OAK 2216 12 PALM 1483 4 OAK 1672 14 OAK 1859 24 OAK 2218 10 PALM 1484 6 OAK 1673 10 OAK 1860 14 OAK 2314 12 PALM 1485 4 OAK 1674 10 OAK 1861 4 OAK 2316 10 PALM 1486 28 OAK 1675 20 OAK 1862 12 OAK 2317 10 PALM 1487 14 OAK 1676 10 OAK 1863 20 OAK 2324 10 PALM 1488 10 OAK 1677 6 OAK 1864 14 OAK 2330 12 PALM 1489 16 OAK 1678 4 OAK 1865 12 OAK 2333 12 PALM 1490 26 OAK 1679 12 OAK 1866 18 OAK 2335 8 PALM 1493 26 OAK 1680 6 OAK 1867 18 OAK 2336 10 PALM 1494 14 OAK 1681 6 OAK 1868 12 OAK 2342 10 PALM 1495 12 OAK 1682 16 OAK 1869 10 OAK 2343 10 PALM 1496 16 OAK 1683 10 OAK 1870 14 OAK 2354 10 PALM 1497 14 OAK 1684 10 OAK 1871 12 OAK 2357 14 PALM 1498 14 OAK 1685 10 OAK 1872 16 OAK 2358 14 PALM 1499 12 OAK 1686 12 OAK 1873 14 OAK 2359 10 PALM 1500 16 OAK 1687 18 OAK 1874 6 OAK 2360 14 PALM 1501 24 OAK 1688 4 OAK 1875 4 OAK 2362 12 PALM 1502 4 OAK 1689 10 OAK 1876 14 OAK 2363 14 PALM 1503 12 OAK 1690 6 OAK 1877 4 OAK 2377 20 PALM 1504 12 OAK 1691 12 OAK 1878 8 OAK 2378 12 PALM 1505 10 OAK 1692 8 OAK 1879 16 OAK 2379 14 PALM 1506 10 OAK 1693 10 OAK 1880 6 OAK 2381 1 4 PALM 1507 6 OAK 1694 6 OAK 1881 6 OAK 2382 12 PALM 1508 6 OAK 1695 8 OAK 1882 4 OAK 2390 12 PALM 1509 4 OAK 1696 12 OAK 1883 6 OAK 2392 12 PALM 1510 4 OAK 1697 10 OAK 1884 4 OAK 2393 12 PALM 1511 6 OAK 1698 16 OAK 1885 12 OAK 2417 1 2 PALM 1512 6 OAK 1699 10 OAK 1886 16 OA K 2443 8 PALM 1513 4 OAK 1700 10 OAK 1887 8 OAK 2449 16 PALM 1514 4 OAK 1701 14 OAK 1888 12 OAK 2450 12 PALM 1515 4 OAK 1702 12 OAK 1889 6 OAK 2454 16 PALM 1516 4 OAK 1703 14 OAK 1890 6 OAK 2459 8 PALM 1517 4 OAK 1704 12 OAK 1891 12 OAK 2685 12 PALM CUT 1518 4 OAK 1705 6 OAK 1892 6 OAK 1519 36 OAK 1706 10 OAK 1893 18 OAK 1520 20 OAK 1707 10 OAK 1894 14 OAK -0 I ALD II, INC. ;0 0 0 BOUNDARY AND ~ C- o ITl (Xl (') 5850 LAKEHURST DRIVE STE 150_33 '-J ---i TOPOGRAPHIC SURVEY z DATE 10/08/01 I REVISED ORLANDO, FLO RID A 32819 ( 407)352_7181 0 DESIGNED BY I DRAWN BY GJS I CHECKED BY " , ., of :~a/~nCf , ,...t 'i... _ ..rli"'Il$lO<.... . r t l, / - . ~~W (;<~\11~.!.. \..~~I''('\~Q(')' -:,UiJ:..I '. \.~~~ ..)~J \ ~'it;.~~.~. ("~"'",..'c. ..y foO' . ' I' 0 __' ,_+t~.::-;- --=--=J~'~~:; --:;,,~- S~~.;;~ ';8'-'"- '{ -\ \ -; '5 sos~.\t\t l:'-~~"" ~9Cl.t.,' N lme L.I..,t ;;> -~.' ~'-i . ,'It 16 (~ ..-~--- \ "'.,. / ,\83.,;02:\ _ . - .- -' ..- -" - i " -;:::. -- L..~i9. /' - -- ,- .- ~ - ,v,,>~' .:' ~"'Elll"" CURl! \, ,.>!,~ .I /' - ,,-.. -l-- -"~' -" _.-- '~23;':;O' <:\ MEDIAN CUR~~ It ~l~~'~ \ I' /51)1'0\'30"" 24."9' _" ..- -" "--r-' -'- - _. - - ,- -' R/W TAKING PER ORB 2784. PAGE 1196 ~,\ /f.f? ",~R L,1"- _\ ./ " ._ __ .- - ,- -- ..- -" - \ ~=7roJ!~~6. ~ ~/.} ~f 0 ~4) // ...~,/., .;;- == nO: . ~ r-.~ . I ....~ ,. .' - i ' _ GRASS MEDIAN NOT INCLUDED ,.,V '1.". JJ ...:~. ....." '0' ,\0", \.,," . _" _.,_ __..' _'_ _ ; ~ lb'- _ _ -+- ~ - -::;) .j;. \. "j/ ~ OJ TOP =29 02' '\ ~, 1r:"l'\()1' e~o:<'in9) _., _,_ _;. _._ _.' -'~ \ . Iq~ .+V - - - ''-J-''Q - . . Q't~~';2 t \1"'" _ _" _,,_' ~5;3 62 'g;;.f ,.~. --- - \ 'i<P' .y. . ':" ~\\ N.lNV =21.99' \. N<.'.~'" ~ ~,,_ ._" _'_,_ _. .. \ \ . .~. Of p~\JEME~l ~ --- - i + .~~,' ~ E.INV =16.70' L.-t---l~ . " ......1)\ ()\:. t . 01 -i.J:'l'~' EDGE ---- - - . i' 'I. W INV 17 17' ., f.\ on v "" \ ~ - --+-- - - A ~ 9 ~.f' + ,. *ctl\,\. n. .1 =. 166At I \;li)'1. .- \ (:) /,? \ ,;(.:'.1" . .)~J'_ _ _ - --- NO .,.-, \'19 '"j.9!'- ~ ~ - :::::: . \ \ ~ ,{I.. ~:- ___ _ +" - - --;-- . STATE ROAO NO. 434- & . .~. {~., . 'V...: + ~ R~ :::::: ::::=: ::::: ::::\Q 36'~CP , 0) \ " ' - -r '. .' - - - --+- l-.. ~t- - ::::=: ::::::~ - - \ ~ .. .-)~ I _ ,,;:: _ - - - TOP =28.09', ~ RjW \/Orles , ~!i' -+-: - ::::: - - - -:t:s-~ - - ,.{O' i ~ \') (~.\' _ J. - - LiIIL N.lNV =22,16 \\~ .~, - - ::::: ~.! ~ _OHE.' -+~ - - \ . ~..;; _ __ -i'" - - I ..,.:7 E.INV =18.15' a '::'I ., ------= ,-{\. ~ - ::::.-1-- '::", ~ --=::: ~ ~'.> \ ." .x _ - - - i " W.lNV =18.29' ~ ,..~-_.\Y -:t::::::::::: - "'::'~2i"kK .- _ - - -....- -- - ~A~ ~ .4,'- " rf.';'" _ _ _ _ - - -" I i> ~;<>~+'-~:~ ~').:::::: :::::~::.::. - ~-~ - :; -~"C ,,'?>.tI' e \ ~~~. ~ <f ;\?' _ _ \+'"' _ CONC APRON ,,'0' C\.lRB --: :1." _ _ -2:: :::: ::: :rt6:..:=..- ::::=: - - _ - - _ -j - - - t:; '\. . ~WV ,,, w r'l ":- _, CONe APRON ~t'2' s""NO"~ _:::::::r::: _ - ~ -_ - - _ _C":""\ -..:=-- .~~. s.....~ .~I ,..\. ;a TOP =25.67 ~ASPHALT DRIVE ~, ' _ ~::::;:.;.. -~~-::::: , 7S' 14C~:- - - - -: 2,10.1\1 0') .,~~ e t ftr 'I'?' \ I"\v '~ ~ (') N.lNV =19.86' n ~.,~. -t. - ~-:::.~.".. E ~. > 'L- -~.- \ 9;, ~, e & /\ .'b- -I)> ~\\ E,INY =18,68' .,~.. _ _ .+:: -:::: - --"' =---.::: _ -N83-s325 -;;;- -~' \ !\~." 1.3i,O'l) FD. 4" X 4" CM ~\ \\~.f\'? .,{\' 0 ~ Q: W.lNY =~LL OF DIRT r~l _ _ ::::. ::= _ . '\ 3r: ~p - _ -, - . "'~ l';;' ASPHALT \ LS 4334 -:.. "" tT' * \\. _ _ ~ _ _ ___~ _ _ _ _ -::::::::--.-.. _ ~ .1-, FD IRC ,,~ \ DRIVE \ ~ ~. co ~ _ _ :::: _ - --::.---=-=-~ -- - - _ -- ~ -- ,r- FOOT \ \ 0,' \\ ~ Q ,~;.:?~.: "':it. J?.:.:::----=---=---=~.--:--- __ - - --. - -.- 0Al ~.}.. e ~OO.o'" \ \ c'),- ..... ..t:,.' '\00\\ ~ v "'-':\.{)\_ ~ =-l' _ - _..;--- .., ,_. . f1"~: 0 't \ 'i<"?" ,{oy \ , \ ~ ' - ~6" RcL ~_ ---r- ~ -=- - - TRAFFIC SIGNAL BOX ("~!-,\ n~'f ' ," - r' " I' -+ \5 ." ~~ ..\ ~~ fT\ ", . .\ fLOR\OA OEP~~~~T & A ~\ "'v' . "V wv II FD 5/8 IRC 153..4' (C) I \ 61~" Of 1RAN':':AGE ,.30 26 \ ~ \ e e ';i>?\~ -" -w- - -1::\<1 FOOT I .\; ~~. t'~ oRB :\37 , \ e e \ e ,!" ~ ".. \ 1;s ,. '. ,;~ (11 ...., \ ~ ....t>'? ~r.?!~ c';':> & (.? ,-,~.:). ~ ,/' ,'\~:.' \ ,..:\~..\ \ \ FLORIDA ~~:~E EASEMENT e \ \ ve ~ ,.,.- \ ^; .' /9'" -;\ ~ I +" +",;' e it +' + ')I'r, , \1. \ ..:"\ I~' \ 8'\- ORB B96. PAGE 371 ... \ .~ \ <>"'~ +-"" 'r ..t? \ \ 9 \\\ tfi-' 'i.q~' \ e 1""'" \. 9 "" \ ~ 0 (9 ~ rr' ~ '~' "!c', & & i \,. & \"\\ /. ...\..... \ e flO\.' \t' \. \ 100,._0'. _'_ -..:S-. ...,- ......~ e '" v I 1!';~;" '\, \ _,,_ ,_' _.._ ..-' _,_ ~ \\ \\ e e (;) \, \ ~,-&-~)Y+r~o \\ [ ,lib ,. _. e e e ( _, .;?>W'" '0/(.: & 9 ~ \ e ~'!> ,," , V '\ \ \ \\ ... \ , f ,"" ~ \ + ~ e \ \\\ ,~p 1lI \ ASPHALT DRIVE \" 3' ~ \ ~.? \ o'y~ \ \\\.~~,:J+ I \ .,.;.\" ."\Q; .\~: '\ ,":.;-" h ~_.... 0-,._.+ \ \ 0 + e \ \ ~~. """"" CURB ~... .i>" ,.~.~.ri"J~~~......... -ii>' 'i;;~ ~ .:" .!.~\ \ \\ .' .f.. . -_......~,,, ~\ ,,~ + '1 \ \ _____25 e " \~$"+"''' \'':l \ \\ e \ \ 0 \ \ ~" t'~'? ;\ 'r. \ \ · e '" e e " ~ " ~ ,", ~., '\ / "~.' \ \\ ) +'1.'" & $ "'- " ~wn~'l" l~ f'~)' q.- \ " , " .-:>.? +" / . \ . \ ~ ~ , +- . li~l' CONC BlK ,)( / \ e e I).?,J . ----, -H''''' ~ r- ......'C I _- . \ .....<.~.Q:.;~ WAll ~ - fI ~ 0 '\-. -C;_,----~-- - \...... -, 'P __-""'-' U r, ~ ' ...l---O' \01 '0 \. fit", '~"",........ r- \.!.. r;~l' 24 v t;'~<., 94-. \~\ ':')'f .... T "l"'" , '\ \ ". (& C4-/y (1~>' CONe GARAGE \\ '\ e .// ~('\ / \ +~. 2 STQRY WOOD FRAME \ . + "6.9 \ ~ ~ ~O""" .......... \ e F.r. =24.70' \ & \ .....~., '{'J~ip $~:R'$- JL, i $~/ ...;? \ _- ---Cnt-l_C:t-X~4 e \ '\":.r-~ . 'to> ' '). ; ');' \ \ _-, rl /_~ -., \"~'" T I q,':" T \ _----\~-25~.O. ED~ . ~ .1..,v,- q';-" . -+ \ r. e \~ <f~~r-..Jt\-~ '~ 23 \ ~ it ) +..~I.'? r7-/" I 1.,;1) &+ \ It_to- .-"--"-" I \ ~ I L~j \ \ ~ I I WOOD STAIRS/DECK ~ \ e ~ \ I I . \ 'I I I \)( '" I >< \ \ \ ,.f)" .,\,,:;:'1' I ~ ~1"'1\ + + t & e. '{l> \ ..:,,-;!' " I I rj, _-;.-----;...& + \ .f'; q~ 1\\ I I :1X--'j..--- \. ;.' (p., _-")(f' T , \\ /,~ I ;. \ , {,~? 9 0 LOT 9, BLOCK "0" I / '\ \ + I / \ I / \ \ I / f\<jJ \ S~, J It'.. ).. \ I "\, ".{,<>/ . I .. "'+ 'l.,.:... \ eel \ ASPHAL T DRIVE \ & ,.."() ~'i).y '-''''-''''--'-'~----'_.-....{:i'~... + .W\ \ \ \ \ i \ \ , \ \ \ \ \ , \ \ \ ^". :i".- 8' WIDE FLORIDA POWER EASEMENT ORB 8961 PAGE 371 ..:.~~., RW!'rlt.lil'lder LOT 9, BLOCK "D" -~-- SET 5ja.J8C _._ _' -,..... ...- ES" 3691 LEGEND: CD.> DENOTES UTILITY POLE DENOTES FENCE LINE DENOTES SIGN DENOTES TELEPHONE RISER DENOTES ELECTRIC BOX DENOTES ELECTRIC RISER DENOTES BACK FLOW PREVENTOR CONC ASPH INV RCP CMP PVC CB C&G MES OHE BT BE HOWL IRC CM N&D IP FD (D) (M) (C) R/W ORB FOOT -x-X- -'l- [lliJ @] [lli] IBFPI WV [><] WM l><l IV l><l ~ @ ~ CBD x:x e o o DENOTES WATER VALVE DENOTES WATER METER DENOTES lRRIGA TION VALVE DENOTES FIRE HYDRANT DENOTES DRAINAGE MANHOLE DENOTES SANITARY SEWER MANHOLE DENOTES CATCH BASIN DENOTES LIGHT POLE DENOTES TREE DENOTES BENCHMARK DENOTES SET IRON ROD & CAP LS 3691 DENOTES WATER LINE DENOTES CONCRETE POWER POLE -w- -0- --0 :::u 00 --'" C- Orrl 0)0 '-J-I Z o REVISED DRAWN BY GJS SHEET 1 OF 3 SHEETS MAP SHOWING BOUNDARY AND TOPOGRAPHIC SURVEY OF: A PORTION OF LOTS 8 AND 9, BLOCK "0", DR. MITCHELLS SURVEY OF LEVY GRANT AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA llil. .. to\ e N~ CQI,-..Qf ' GRAPHIC SCALE 20 10 20 40 80 o k....~ ( IN FEET ) 1 inch = 40 ft. STONE CABLE PLAT BOOK 54, PAGE 14 LEGAL DESCRIPTION: 22 THAT CERTAIN PIECE, PARCEL AND TRACT OF LAND LOCATED IN SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS; & e & & THE WEST 231.30 FEET OF LOT 8, BLOCK D. DR. MITCHELL'S SURVEY OF LEVY GRANT, AS RECORDED IN PLAT BOOK 1. PAGE 5, PUBLIC RECORDS OF SEMINOLE COUNTY,' FLORIDA, LYING SOUTH OF STATE ROAD 419 (OVIEDO ROAD); i & e LESS THAT PART TAKEN IN THAT CERTAIN ORDER OF TAKING FOR ROAD RECORDED IN OFFICIAL RECORDS BOOK 2784, PAGE 1196, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 'J,br e q) ~ CONTAINS 190,138 SQUARE FEET OR 4.365 ACRES MORE OR LESS. 9 Q& 9$ TOGElHER WllH: II) .\ 'f' + (;) o..e +~1'. e .,.-:' ..~/ e + & e & e,~'1 ~ ;~):.1 \\ ~ {9 :,. : \\8 & \\6 , ~~ '1.~~) COMMENCE AT THE NORTHWEST CORNER OF LOT E, CHASE AND COMPANY'S SUBDIVISION OF WAGNER, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLA T BOOK 6, PAGE 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN SOUTH 06.55'04" EAST ALONG THE WEST LINE OF SAID LOT E, A DISTANCE OF 1100.73 FEET TO A POINT ON THE BASELINE OF SURVEY OF S.R. 434 ACCORDING TO F.D.O.T. RIGHT-OF-WAY MAP SECTION NUMBER 77070-2516; THENCE RUN NORTH 83'50'23" EAST ALONG SAID BASELINE OF SURVEY A DISTANCE OF 390.41 FEET; THENCE DEPARTING SAID BASELINE OF SURVEY RUN SOUTH OT01'30" EAST A DISTANCE OF 24.39 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF S.R. 434; THENCE RUN NORTH 83.5,'32" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 168.42 FEET TO ll-IE WEST LINE OF THE EAST 253.6 FEET OF SAID LOT 9, BLOCK D, FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 83"51'32" EAST ALONG SAID SOUlHERL Y RIGHT-OF-WAY LINE A DISTANCE OF 153.62 FEET TO THE WEST LINE OF THE EAST 100 FEET OF THE NORTH 150 FEET OF SAID LOT 9, BLOCK D; THENCE DEPARTING SAID SOUTHERLY RIGHT -OF- WA Y LINE RUN SOUTH OTO,'30" EAST ALONG SAID WEST LINE OF THE EAST 100 FEET OF ll-IE NORTH 150 FEET OF LOT 9, BLOCK D, A DISTANCE OF 84.03 FEET; THENCE DEPARTING SAID WEST LINE RUN SOUTH 83'53'17" WEST A DISTANCE OF 153.62 FEET TO SAID WEST LINE OF THE EAST 253.6 FEET OF LOT 9, BLOCK D; THENCE RUN NORlH 07"01'30" WEST ALONG SAID WEST LINE OF THE EAST 253.6 FEET A DISTANCE OF 83.96 FEET TO THE SAID SOUTHERLY RIGHT-OF-WAY LINE S.R. 434 AND THE POINT OF BEGINNING. THE EAST 253.6 FEET OF LOT 9, (LESS THE EAST 100 FEET OF THE NORTH 150 FEET THEREOF), BLOCK 0, DR. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLOR1DA. ALSO LESS THE FOLLOWING PROPERTY BEING MORE P ARTICULARL Y DESCRIBED AS FOLLOWS: e &$ ~ e e III I +"{f I I ,\ I ~ .,:". +'t' I I I I I I J~ t +'!.r \ \ \ \ \..:>> ~> .~v .{,. \ ++ & e& e , . \ ~ CA.. i.; a ~" ~ h 1Ii'D- ", '=' -t'.. + 'v ~ \\ . \\ e ~ e i\ '\ \ . e Q e ..~y S& .<1/ + & 9 & ~. ~1.. .... f\;' + e e , . ge e & LOT 8. BLOCK "D" i},'l. e . f~ . ~~.,. , & ,1,\ ,....w ..-......' t. +. & 0 . & I~ <J' ..c . ---r , \ t \ \ , \ \ .\b ct...)\ + \ \ \ , \ \ , \ \ \ .~> ,.;fj.. e + ~ e -r--r-\ 2 STORY \ WOOD BARN \ I \ I \ ~\ ~\ \ , , \ \ \ \ \ \ \ \ \ , \ 39.9' __J L-.."".- --- & ~-, (...- ;' + \ QoJ "v' \ \ .\ \ \ ~ \ \- \ " ~~I \ '1..' I \ I \ \ \ \ \ a...~? +c'V - .& e & & e -e, e .~ . qY .. '~; ..;). ...j.. ee e Q :;.., {l-'- ....: . & e o a &e 9 ~ :c ~ v-. ,'i," ,- + s 8 &$ e & o .+ ~ c:, <t.. ~ 11)& e & ~ e Q} ,.&0 e 9 $ ..{)/' + . .,9 e & e. e '=i~'J (;) .:\ c :"" /0'9' ~ e - . . & << 8& & e e o (;) & e& e fit & e~ . e ~ . & .~l~" Vli \) Ao . '\.. .' . .:o.fc 't=1' +'" ,,<.-';.~'j . t' ;- 19 & ee '\<> & y+~ & . .\ $ .-..y & + e i.. e' ) ~ . e ,. e"b ~ . /"\ . & e ~~ ~e+q~~ee \:~ ~- $ & ~,:) e &9 (;) +'J' a e e e ------.....~,..--..._... WETLAND MEA CONTROL STRUCTURE TOP =22.64' 6- ORIACE INV=18.60' WEIR INV =20.34' 24' RCP =11.68' SKIMMER =22.84' ~ \ FO 1 1/4" IP ..., 'l~ NO ~EN T1FICA llQW , t.!. r"'.) . .t.---.-.-"-'--:: ' ..~. _ _--.-.-r-- , i'; 484.75' (C) WETLAND MEA S83'5Z~. I 'O~) '" .:.'?~' + POWER UNES --- DENOTES CONCRETE DENOTES ASPHALT DENOTES INVERT DENOTES REINFORCED CONCRETE PIPE DENOTES CORRUGA TED METAL PIPE DENOTES POLYVINYL CHLORIDE PIPE DENOTES CATCH BASIN DENOTES CURB & GUTTER DENOTES MITERED END SECTION DENOTES OVERHEAD ELECTRIC DENOTES BURIED TELEPHONE DENOTES BURIED ELECTRIC DENOTES HEADWALL DENOTES IRON ROO & CAP DENOTES CONCRETE MONUMENT DENOTES NAIL & DISK DENOTES IRON PIPE DENOTES FOUND DENOTES DEED DENOTES MEASURED DENOTES CALCULATED DENOTES RIGHT OF WAY DENOTES OFFICIAL RECORD BOOK FLORIDA DEPARTMENT OF TRANSPORTATION TRACT "G" WINDING HOLLOW UNIT 1 PLA T BOOK 47, PAGE 94 SURVEYORS NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON FOR RIGHTS OF WAY OR EASEMENTS OF RECORD OR OWNERSHIP. BEARINGS BASED ON ASSUMED SOrOO'49"E ALONG EAST PROPERTYLlNE. 2. EASEMENTS SHOWN HEREON ARE FROM RECORDED DOCUMENTS PROVIDED BY THE CLIENT. 3. ONLY VISIBLE IMPROVEMENTS SHOWN, NO UNDERGROUND UTILITIES OR FOUNDATIONS LOCATED BY 111IS SURVEY. 4. ELEVATIONS ARE BASED ON BASED ON SEMINOLE COUNTY, DATUM, Certified To: McGaba,LLC Citizens Bank of Oviedo First American Title Insurance Company Zimmerman, Shuffield, Kiser & Sutcliffe CERTIFICA TE: I HEREBY CERTIFY THAT THE SKETCH OF SURVEY HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 61G 17-6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472,027, ONLY. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN HEREONo UNLESS IT BEARS THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER THIS MAP IREPORT IS FOR INFORMATIONAL PURPOSES ONLY & IS NOT VALID, ~~AR~ FLORIDA REGISTRATION NO, BY: DATE: 10' /5" _.() J 3691 LB#6529 BOUNDARY TOPOGRAPHIC AND SURVEY II, INC. 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I 9 e Se e & e e & 9 e e e ,.. <"(h -x-x _ DENOTES UTILITY POLE DENOTES FENCE LINE DENOTES SIGN DEN OTES TE LEPHONE RISER DENOTES ELECTRIC BOX DENOTES ELECTRIC RISER DENOTES BACK FLOW PREVENTOR DENOTES WATER VALVE DENOTES WATER METER DENOTES IRRIGA TION VALVE DENOTES FIRE HYDRANT DENOTES DRAINAGE MANHOLE DENOTES SANITARY SEWER DENOTES CATCH BASIN MANHOLE DENOTES LIGHT POLE DENOTES TREE DENOTES BENCHMARK DENOTES SET IRON ROD DENOTES WATER LINE de CAP LS 3691 DENOTES CONCRETE POWER POLE (D) (M) (C) RjW ORB FDOT SWL SYL --0..- CONC ASPH INV RCP CMP PVC CB C&G MES OHE BT BE HDWL IRC CM N&D IP FD l@ @J @J IBFPI wv I><I WM I><I IV I><I ~ @ @ CBo x;x e o o -W- -0 DENOTES CONCRETE DENOTES ASPHALT DENOTES INVERT DENOTES REINFORCED DENOTES CORRUGA CONCRETE PIPE DENOTES POL TED METAL PIPE YVINYL C DENOTE HLORIDE PIPE S CATCH BASIN DENOTES CURB & GUTTER DENOTES MITE DENOTES 0 RED END SECTION DENOTES B:RHEAD ELECTRIC lED TELEPHONE DEN OTES BURIED ELECTRIC DENOTES HEADWALL DENOTES IRON ROD & D CAP ENOTES CONCRETE MONUMENT DENOTES NAIL & DISK DENOTES IRON PIPE DENOTES FOUND DENOTES DEED DENOTES MEASURED DENOTES CALCULATED DENOTES RIGHT OF WAY DENOTES OFFICIAL RECORD FLORIDA DEPAR BOOK TMENT OF SINGLE WHITE TRANSPORTA TION LINE SINGLE YELLOW LINE -",. ~ :t.d.l~.O ~g~ ,"~~'Q SYL I _ - - - - - ~ 2':;J.t:4 .'~' \ EP .... ," lj~ SYL ".(',;'..' _ _ _ '--+"' _ _ _ _ _ _ _~""' _ _ _ _ - -* ~'8'" ~ -.JV-.;.... .L...'. 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