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Item 06 Inspiration Town Center Planned Unit Development (PUD) Large Scale Preliminary/Final Site Plan (PSP/FSP) and Subdivision Plan; Project No. LS-2018-009 (fit P Florida AGENDA ITEM COVER SHEET Meeting Date: December 4, 2018 Item # (� Reviewed By: Contact Name: Mike Rumer Department Director: Contact Number: 407-905-3157 City Manager: Subject: Inspiration PUD Preliminary/Final Site and Subdivision Plan Project# LS-2018-009 Commission District#3 — Richard Firstner BACKGROUND SUMMARY: The subject property is located on the west side of Maguire Road and south of the Florida Turnpike. The overall parcel is 16.87 acres in size. The subject site is comprised by two (2) parcels identified as Parcel ID numbers 30-22-28-0000-00-004 & 30-22-28-0000-00-017. The Future Land Use designation for the subject site is "Commercial" which allows both commercial and residential development. On March 6, 2018, the City Commission reviewed and approved the Annexation, PUD Rezoning and Land Use Plan for Inspiration PUD. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North ROW N/A Florida Turnpike East _ ROW N/A Maguire Road South _ Commercial C-3 Agricultural West Commercial C-3 Vacant Parcel ISSUE: Should the Honorable Mayor and City Commission approve the Preliminary/Final Site and Subdivision Plan for Inspiration Town Center (Inspiration PUD)? DISCUSSION: The Inspiration Town Center Preliminary/Final Site and Subdivision Plan provides for a mixed-use commercial center with 90 Townhome units and retail/commercial. Building #1 is a 13,681 S.F. Pre-school. Building #2 is a 12,600 S.F. office/retail building. Building #3 is a two-story office/retail with 42,350 S.F. Building #4 near the internal park area is 2,500 S.F. of retail/office. Stormwater retention will be located around the townhome project. Access to the site will be provided from a new road extended from Tomyn Blvd. The PUD has a minimum living area set at 1,500 square feet. The development is proposed to be constructed in two (2) phases. The Preliminary/Final Site and Subdivision Plan is consistent with the approved Inspiration PUD. Finally, potable water and sewer services will be provided the City. The City of Ocoee will provide solid waste services, reuse water, police and fire protection. The proposed water and sewer connections to public facilities will have impacts on the adjacent property owned by the Heller Family. Due to past agreements between the City and Heller in regards to the transfer, sale, and construction of water, sewer, drainage, and right of way land, representatives from Heller met with City Staff to discuss the project and past commitments. Staff will be bringing back an amendment to a development agreement for Heller properties in order to memorialize past commitments and to possibly add new commitments for traffic circulation such as turn lanes. The applicant will be required to construct a roadway (aka North Road) with land to be dedicated by the adjacent Heller Property. City Staff and Heller representatives are working together with the applicant to make sure all past development agreement commitments and project needs are met. The roadway plan will be approved administratively by staff and will be required to meet the satisfaction of City Staff, Heller representatives and Inspiration PUD. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on November 7, 2018, and reviewed the Preliminary/Final Subdivision Plan for Inspiration Town Center PUD. There were several technical issues to be addressed from the City's Planning and Engineering reviewers. There was some discussion on the projects entrance roadway and stormwater ponds proximity to the Florida Turnpike. When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of the remaining staff comments. PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Commission (P&Z) met on November 13, 2018, and reviewed and reviewed the Preliminary/Final Subdivision Plan for Inspiration Town Center PUD. A local resident spoke on traffic and pedestrian access issues with the site. Staff also updated the P&Z on the issues with the Heller commitments. When deliberations were finished, the Planning and Zoning Commission voted to recommend approval of the Preliminary/Final Subdivision Plan. RECOMMENDATION: Staff recommends the Honorable Mayor and City Commission approve the Preliminary/Final Site and Subdivision Plan for Inspiration Town Center PUD, subject to resolving remaining staff comments and adding the following conditions of approval to the plan: 1. A public access easement, allowing access to and use of the turnaround in the private access road (labeled as Tract R1 on the plans) must be provided. This public access easement should be prepared and executed and will be recorded at such time as the North Road conveyance occurs. 2. Owner agrees to prominently display in all sales offices and include in the declaration and covenants for the residential portion of the Property the following disclosure statement—"If you are buying a home or lot in Inspiration PUD, please be advised that Inspiration PUD is located adjacent to property zoned to be developed for commercial use." 3. Final approval of the development is subject to approval of North Road. Attachments: Location Map; Aerial Map; Future Land Use Map Zoning Map Inspiration Town Center PUD Preliminary/Final Site and Subdivision Plan Renderings Financial Impact: None Type of Item: [® Public Hearing For Clerk's Dept Use: ❑ Ordinance First Reading Q Consent Agenda ❑ Ordinance Second Reading MI Public Hearing ❑ Resolution 0 Regular Agenda Z Commission Approval ❑ Discussion&Direction [ ] Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney ❑ N/A Reviewed by Finance Dept. ❑ N/A Reviewed by ( ) ❑ N/A Inspiration Town Center and Luxury Homes Location Map U ___zoton/at___&,) ct — UJ L --q r 1 � U ❑ r ta __Y—' \ t 3 L -� j Old Winter Ga,u4n Iiil �1'I -$ - 3 id‘W 11111 fit ,,'N, ‘l 1 6OW 0 6411: 40 $$0 v11� TQmyn ♦ It. . b 01111111111 lelmvy Iiia Ii . t ://' ://i._ . . : __ ., ..... .oat* Ii - r ,__ alp ''''.1 1711( �Z r • r 4, j ' LLQ • x i i k 1 P'N 1'44' - FA 110 le ,...te r rq .,. 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O E O o u) o o U m E E E E as o c _c a o c ( p w a) m -0 _ Q a� _•-.(7) Q c ca ca ca as I— _ .o c U a) E c c w c CD 0 0 N _2 1 1 u_ LI 06 m ( U 2 m ® a) E a» •w ca M v aUi c O ca 0 a� _ a) _c E a) .,7 m a� E p p .2 (0 2 . c 0) 0) 6) w -.' SD 4-- E cin c E a s v Y c U a> = c c c c c D o o 'a� o m a> - m o o a- 2' D c ca N (n D ca cp U fn (n Cn Cn w O d. Z U O 0.S 0 U J 2 2 0_ D J ON 11111111 li��ilLuililill I pill �s PROJECT LOCATION AND PARCELS ID'S 11105 TOMYN ROAD CITY OF OCOEE PARCEL 10 N, 30--22-28-0000-00-017 AND 30-22-28-0000-00-004 iu�x��ra•�er� ►�•r� ASi6o- CITY OF OCOEE FLORIDA ocoee OWNER/DEVELOPER: RPM INVESTMENTS HOLDING, LLC (PARCEL ID No.30-22-28-0000-00-004) DIPLOMAT DEVELOPMENT GROUP, LLC (PARCEL ID NO.30-22-28-0000-00-017) C/O RAY VF-IASO 6965 PIAllA GRANDE - SUITE 406 ORLANDO, FLORIDA 32835 TEL, 321-206-5262 EMAIL: oveloso0yeltosrockconslructlon.com PROJECT GEOTECHNICAL: UNIVERSAL ENGINEERING SERVICES, INC. 3532 MAGGIE BLVD. ORLANDO, FLORIDA 32811 TEL, 407-423-0504 EMAIL: gpill pp.IRDniverealengineering.com PROJECT ARCHITECTS: RESIDENTIAL: METRO ARCHITECTURE PARTNERSHIP, INC. C/O ROBBY JOST 5401 SOUTH KIRKMAN ROAD - SUITE 310 ORLANDO, FLORIDA 32835 TEL. 407-354-4477 EMAIL: robby�rchenics.com COMMERCIAL: ALEX STONE ARCHITECT 343 PALMETTO STREET MAINLAND, FLORIDA 32751 TEL 407-539-0691 EMAIL: aslone999@eol.com PROJECT CIVIL ENGINEER: TAWILL ENGINEERING, INC, C/O FARID TAWILL, P.E. 6312 BUFORD STREET / UNIT 702 E ORLANDO, FLORIDA 32835 TEL. 407-399-1161 EMAIL: towllllnc6boi.cam PROJECT SURVEYOR: GRUSENMEYER- SCOTT &ASSOC., INC. 5400 EAST COLONIAL DRIVE ORLANDO, FLORIDA 34807 TEL. 407-277-3232 FAX 407--658--1438 EMAIL: gruscolld<gruecoticom PROJECT LANDSCAPE ARCHITECT: 3D TREES C/0 KEVIN ROGERS P.0, BOX 620728 ORLAN00, FLORIDA 32862 TEL 407-858-9339 EMAIL: design®lhreedlree.com VICINITY MAP TAWILL ENGINEERING, INC. QM CIVIL ENGINEERING DESIGN - CONSULTING • PERMITTING FORM CERTIFICATE OF AUTHORIZATION : 6665 6312 BUFORD STREET / UNIT 702 E ORLANDO, FLORIDA 32835 TELEPHONE: 407-349-1161 FAX: 407-668-4412 INDEX OF SI4BETS SHEET NO. SHEET TITLE 1 COVER SHEET 2 BOUNDARY AND TOPOGRAPHIC SURVEY 3 BOUNDARY AND TOPOGRAPHIC SURVEY 4 SITE DATA AND GENERAL NOTES 5 AERIAL SITE PLAN 6 OVERALL SITE PLAN 7 GEOMETRY SITE PLAN 8 STREET CENTERLINE GEOMETRY & STATIONING 9 SIGNING AND PAVEMENT MARKING PLAN 10 PAVING GRADING&DRAINAGE PLAN 11 UTILITY PLAN 12 NOT USED 13 CONSTRUCTION DETAILS 14 CONSTRUCTION DETAILS 15 CONSTRUCTION DETAILS 16 CONSTRUCTION DETAILS 17 CONSTRUCTION DETAILS 18 WATER MAIN CONNECTION DETAILS 19 STORM WATER POLLUTION PREVENTION PLAN 20 CONDITIONS OF APPROVAL 21 SITE FURNISHINGS * SITE LIGHTING PLAN * LANDSCAPEPLANS * IRRIGATION PLANS (" ATTACHED SEPARATELY) INSPIRATION TOWN CENTER & LUXURY HOMES JOB NUMBER 18-001 SHEET 1 OF 21 JULY 2018 LAST REVISED NOVEMBER 2018 __ J "svu[x`ro of or xlEW'�1�6f1 ]'a\-fP-a9 S 69'M'IJ�W P6aTsal' _ i� � `1. IRIE ar NF. r/0 ar SEC. Ja-a3-ae FEC(. I/.. A 'a aY (uEa361 DE -10.51' 10" ice cuoc1 « bEsr 9=4496.60' ♦ ^y4= 9a L-861.66' F'LQR _= —.e__� a CD=N 74'48'40• IT N Tj, / r.e�s c s Im a miaiu. VA4+' n A'. Iat , + sxslnx VWMEEPAY nn>fl E ia`ixar rr , l9 nr F +4 +q5 a 141 r +•4 i .qv Eiro + ern$ .ywr,.r, T5 me \� \ ••,\\'R% -li 4 ♦ _ IS` S4+ 3'T' 'Sr�� ?r ru a r�r,' \ yal-. _ A -- y; q9 u: ` 21' It r qtA' (uq4 rl qa .[7Te SIC:Q 4,4 � qv v aqs ,It uxourt[O V a © N T4 H +`Oa 1' +q7 ;Ca 1P r ,49r' I•ya 6t Is ' aT4 PART OF THE✓ �' {.> , rT4 '✓4 S.E. 1/4 OF N.E. 1/4 OF ?"' Ari o ,e 9 SEC. 30-22-28+a Ise aRa IT^ ` +3'rai +`� A J 4gd'K IFS +qa Sv `^ +`m Is gVr SO➢✓ECT PROPERTY CONTAINS +914, 6 :�� ` 482,14Dt SQUARE FEET OR +9 ^I, ©1° ' 6 q. DA. AC ES •Aa q^ °j� a ` '44 9 ,6'a +qv d4 A' 94 +q4 �• � s b= +1. — --- ---- _ - ---------------------------------- ---------- - -- — s, ©Gi10''"�-_ u',�.-____-LSSn4-.. _�G° ,yc qa u�oirzO nrsrerely \N +q4 +q4 9a "SS a^9 .q° 11r lo' +S4 .PE simesfo 1.fpr, (?� U, ` 3 a f ++oa -A - /1. ear rtt u_„ :4% (o'rmnry mn I= - r rlmr i, r GRAPHIC SCALE xi r, xi r� (In FRU) I Ana6 a 60 I4 +r. n Lr�1'1 .p qq i' �j , e ra 1B1,/c 9n i,9 F'a 1. 11 qS /� + M •R4 a ),^ ir. qa a a �9' 4 id +'q 1`aS ` ©..)r°amn 848 •k• ,4° 4'S +t •q4 q4 6C i 4' b• \ 44 Ey 4 i '�. °Aw rao°4 ,q• ,A5 Y aT5 +'g ° 14° It; ♦A4 4 }:%q,�'o'y ' _ .. ,y9 SP P Na2�5 t ,s4 ? T4 f5a V.• S4 °IY��,,.° ie air %ya •'°+"54 :A5 µT^ ^4N �____ ___r`g �___ _____�.^`�1T rrvni-' <orx�412.1 _ a T unun ruaan s ........ W zi es IN el sato not w u.E. i/a or I,, . -az se NO1I ov/z/z a' 1/a.A s Ds'6r 6o whei 9l9 sora nEP-11 n101-Taor, 069.Go' TOMYN ROAD A/ff/A MARSHALL FARMS ROAD — �., s sasuo- w szn.u� ([) DESCRIPTION AS FURNISHED nr jazrs. aaEc. That part or the Southeast 1/4 of the Northeast 1/4 of Section J0, Township _ - - 22 South, Range 28 East, Tying South of Sunshine Slate Parkway, more �W particularly described as; a Commence Of the East 9'1 corner of Section Jfa Tmlong 21 South, Range e28 East; thence mn gSusIt,hmin 89'18$1" West, 921.65 leaf along the 1/4 parerawa(ImAline tar a Paint of Uege Nor; thence 4Northof said S00" nWest,30 In ..0c /set parallel to the Cast line of the Northeast line of soil 5'ecllon St to oncrote monument be the Southerly righteove way line of otheW Sunshine State Parkway, said ponce being an a Curve concave Southerly, having o radius of Easterly 5 (eel; thence frothe o tangent bearing of gh a Central East run Easterly hence feet along the are o/ East, curve Through a Central angle of 70'52'39'; Thence South 00'44'12" East, East, lash thence South 1T26'O4 esti 137.05 hers thence South'8 00'39b0" 61. 30 /t t to the int at 1/4 suction line; thence South far Read West, 861.03 tee! to the Paint of Beginning, Less the South 30 haat for Raod Rigbt-al-Way AND the North half of the wooled Right of Way lying South o( the above described property. R Q) TREE LEGEND *...a. (D= eM occ crus, 0e.." * sceas P[PVn - MEE b,"resso) All lying and being situate In Orange County, Florlda BOUNDARY SURVEY FOR/CERTIFIED TO; City of Ocoee, Florida; Shuf(ietd, Lowman & Wilson, PA.; Yellow Rock Construction, LLC; Dlplamal Development Croup, LLC; Desoto, Road LLC; Ralmundo 0. Vast.; Moria Maglhaas; RPM Im,Icla cele Holdings, LLC; Leonard H. Baird; Old Republic National Title Insurance Company NOTES CORRESPONDING TO OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY OWNER & ENCUMBRANCE PROPERTY INFORMATION REPORT, AGENT FILE INSPIRATION OCOEE PCL A, FlLE#17116662 THE SURVEYOR HAS LIMITED HIS REVIEW TO SEARCH FOR EASEMENT DESCRIPTIONS THAT LIE WITHIN THE SUBJECT SITE AS PER THE DOCUMENTS THAT HAVE BEEN FURNISHED TO THE SURVEYOR PERTAINING TO THE ABOVE REFERENCED REPORT. © O.R. BOOK 1219, PAGE 169; PLOTTED HEREON 9. O.R. BOOK J613, PAGE 2368; SUBJECT TO; NO PLOTTABLE EASEMENTS 10. O.R. BOOK 3894, PACE 1363/0.R. BOOK 4702, PAGE 258910A. BOOK 5896, PAGE 3531/O.R. BOOK 6432, PAGE 2130; SUBJECT TO; NO PLOTTABLE EASEMENTS IT. O.R. BOOK 4034, PAGE 291/O.R. BOOK 4102, PACE 367/0.R. BOOK 4702, PAGE 25761UN BOOK 5432, PACE 2116; SUBJECT T0; NO PLOTTABLF FASEMENTS 12 O.R. BOOK 9801, PAGE 6875; SUBJECT TO; PL07ED HEREON SURVEYORS NOTE: UPDATE BOUNDARY SURVEY ONLY IE -10-2017 OROER16692-IT /Af. TOPOCFAP(fY AND TREES SHOWN ,He, MER, SURVEY AND NAVE NOT DCBN nsvmF(L'O. gPS U^ii&rare r .I fa Ira emm".�-9t s DESCRIPTION AS FURNISHED nr jazrs. aaEc. That part or the Southeast 1/4 of the Northeast 1/4 of Section J0, Township _ - - 22 South, Range 28 East, Tying South of Sunshine Slate Parkway, more �W particularly described as; a Commence Of the East 9'1 corner of Section Jfa Tmlong 21 South, Range e28 East; thence mn gSusIt,hmin 89'18$1" West, 921.65 leaf along the 1/4 parerawa(ImAline tar a Paint of Uege Nor; thence 4Northof said S00" nWest,30 In ..0c /set parallel to the Cast line of the Northeast line of soil 5'ecllon St to oncrote monument be the Southerly righteove way line of otheW Sunshine State Parkway, said ponce being an a Curve concave Southerly, having o radius of Easterly 5 (eel; thence frothe o tangent bearing of gh a Central East run Easterly hence feet along the are o/ East, curve Through a Central angle of 70'52'39'; Thence South 00'44'12" East, East, lash thence South 1T26'O4 esti 137.05 hers thence South'8 00'39b0" 61. 30 /t t to the int at 1/4 suction line; thence South far Read West, 861.03 tee! to the Paint of Beginning, Less the South 30 haat for Raod Rigbt-al-Way AND the North half of the wooled Right of Way lying South o( the above described property. R Q) TREE LEGEND *...a. (D= eM occ crus, 0e.." * sceas P[PVn - MEE b,"resso) All lying and being situate In Orange County, Florlda BOUNDARY SURVEY FOR/CERTIFIED TO; City of Ocoee, Florida; Shuf(ietd, Lowman & Wilson, PA.; Yellow Rock Construction, LLC; Dlplamal Development Croup, LLC; Desoto, Road LLC; Ralmundo 0. Vast.; Moria Maglhaas; RPM Im,Icla cele Holdings, LLC; Leonard H. Baird; Old Republic National Title Insurance Company NOTES CORRESPONDING TO OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY OWNER & ENCUMBRANCE PROPERTY INFORMATION REPORT, AGENT FILE INSPIRATION OCOEE PCL A, FlLE#17116662 THE SURVEYOR HAS LIMITED HIS REVIEW TO SEARCH FOR EASEMENT DESCRIPTIONS THAT LIE WITHIN THE SUBJECT SITE AS PER THE DOCUMENTS THAT HAVE BEEN FURNISHED TO THE SURVEYOR PERTAINING TO THE ABOVE REFERENCED REPORT. © O.R. BOOK 1219, PAGE 169; PLOTTED HEREON 9. O.R. BOOK J613, PAGE 2368; SUBJECT TO; NO PLOTTABLE EASEMENTS 10. O.R. BOOK 3894, PACE 1363/0.R. BOOK 4702, PAGE 258910A. BOOK 5896, PAGE 3531/O.R. BOOK 6432, PAGE 2130; SUBJECT TO; NO PLOTTABLE EASEMENTS IT. O.R. BOOK 4034, PAGE 291/O.R. BOOK 4102, PACE 367/0.R. BOOK 4702, PAGE 25761UN BOOK 5432, PACE 2116; SUBJECT T0; NO PLOTTABLF FASEMENTS 12 O.R. BOOK 9801, PAGE 6875; SUBJECT TO; PL07ED HEREON SURVEYORS NOTE: UPDATE BOUNDARY SURVEY ONLY IE -10-2017 OROER16692-IT /Af. TOPOCFAP(fY AND TREES SHOWN ,He, MER, SURVEY AND NAVE NOT DCBN nsvmF(L'O. STATE ROAD 50 A/&'I� frB, MCGEE HICHYPAY 3jv b RR's IFR_ A Tile N.M. 1/1 DF THE b� USE N.E. I/4 OF INCIF KE. N.E. 1/9 OF StC. 80, fyy 1'Wk P8 3, FNO, Pb TIMA P2 9., FND. ea E. +V V— nll 'W'rvRer2eltl"x/• PA— GA 0/iz M w.uiry °p` mr I R-4496.60' r L=998.83' 6'=398.89' CB -S 82.48'99" E OESCAUPTION AS FURNISHED: PARCEL 1 IDM podof ILa Wsst 12 ones at the SauU—t 1/4 ,f Ills NOth—t 1/4 01 Seel/on JO, I.., Ip 22 'me, Ranee 26 East fy;n9 Scull, 01 th. Ror"II '_"k.. LESS fhe SouN 30 leel Ihu"d. 0ll lying and b", In Oronge Covnly, FIMdl fel bA; ( PARCEL �Rb , TOGETHER war, ry a !M1a Soule 30 lent o1 fhal pod o1 the VE 1'. 12 acres of Il,a SoulAeosl 1/9 0l fhe Notlheasl I/4 l Section J0, Torvnehl 12 Svulh R n 20 Eost 11 Soulh o/ tha f/on'da Tum k yr,9 on p gv ynp pi N I1 E. y PART OF THE WEST 18 ACRESo 0—, Caunly, Fladdo, a/k/o th, MITI, 1/2 01 Ihv mvalad RRM of Way GMS-1h a1 Ibe lands FJb OF THE s.E. 1/4 OF TBE N.R �� or , I dmcrlted as Pascal I a6ava. 1/4 OF SEC. SO -22-20 LYING q )' 60UT1! OF £UORIDA IMPLYING ge BOUNDARY SURVEY FOR/CERTIFIED T0: G;ly of Ocoac, Floritlo; SM1vllla(d, Lorvmon k Wihon, PAI Yv!/ow 4 ep 4 Fad Conatmdloq 0.CI 111'plomaI Osvelaprnenl Croup, LLCI hla9ulro Foad LLC; Rolmundo O. Veloso: Aforlo i SUHl6CT PROPERTY CONTAINS bg I.MUM ; RP.tI Invavtmonb Xoldlf s, LLC; Leonard H. 6alyd; Old Nvpublic National GIN Insvmncs 11 , 2T2,626t SQUARE FEET OR Yobp Cornpony "bA ye BELLI THE S.W. Too O£ THC N.E. o3.1 RHO, 8 3 b'§ N SG REMAINDEROF: 1 TWN, P2 s., FNO. Co26 N. t b o TILE sE. 1/4 OF ARE NOTES &ENC ENCUMBRANCE TO GETOP REPUBLIC NATIONAL TITLE INSURANCE COMPANY m o N& 1/4 OF FEC. RO, OWNER &ENCUMBRANCE A, FILE tt INFORMATION REPORT, AGENT FILE AI Vie, - o TWN. 2e s, RUG. 20 E. INSPIRATION OCOEE PCL A, FILEj(i X 11666 THE SURVEYOR HAS LIMITED HIS RO/IEY/ TO SEARCH FOR EASEMENT DESCRIPTIONS A THAT LIE WHIRN THE SUBJECT SITE AS PER THE DOCUMENTS THAT HAVE BEEN is 111 �� M FURNISHED TO THE SURVEYOR PERTAINING TO THE ABOVE REFEREICCO REPORT. 3 I O4. O.R. BOOK 1167, PAGE 590: PLOTTED HEREON R 5. O.R. BOOK 38 BO PACE I, PACER. BOOK 4702, PACE O PLOT.R. BOOK 5896, PAGE 3531/O.R. BOOK 8432, PACE 2130; SUBJECT T0: NO PLOTTABLE EASEMENTS 6. O.R. BOOK 4034, PAGE 291/O.R. BOOK 4102, PAGE 367/O.R. BOOK 4702. PAGE 2576/0.R. BOOK 6432, PACE 2116; SUBJECT T0: NO PLOTTASLE EASEMENTS PARCEL I b I ]. O.R. BOOK 4240, PACE 105J; SUBJECT i0: NO PLOTTABLE EASEMENTS 1\ NORTHb 8O. O.R. BOOK 9801, PAGE 6875; SUBJECT TO: PLOUGH HEREON GRAPHIC SCALD 9. O.R. OOCUMENTQ 20160145156; SUBJECT TO: NO PLOTTABLE EASEMENTS [osn Veer IBa 1 it wnm [mwuo saa`r iln �Vr sovn M�z,n t, tt� Ixl_____ ___________:r-�__—___,r—______ _ windiorl _ _ ,nanraess'v.i w,[am<nz„wsr. ,v -v -w searnov mo,e, wnw ms'sa�- umrm-PARCEL2 ___ 8 ��&Pvf nwr,y a vy mss+m u\ 1, vp wrnwanm roma rc sremv vn.v' & s%,o-v-» t»I , A - - jrvn eua xeaes fuse) E1 -------------- ..... _..____ __ _________ �. z S 89.31'38_ IY 996./0_______.______...._..-. — — °^” m ""' «•_ %_ = TOMYN ROAD A/X/A MARSHALL FARMS' ROAD a ;,,, M ,an,,. CRUSL'NM6YLR SCOTT & ASSOC., INC. LAND SU WM .voo usr exalu Dart axwzoo, n 4zwV f,oa a'°^"r'°''➢•"'m» 'i I eyra___. c nnulL or nor CLEAR -TNG EXCAVATING GRADING AND PAVING GENERAL NOTES 1. FOR IDBIIIBCADON O CONTRACTUAL AGREEMENTS, THE 5E1 OF DRAIWNGS IS DATED JULY 2018, MY REMSINIS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWNG(S). 2. UNLESS OTHERWISE NOTED ON THE PLANS, ME CONTRACTOR SHALL USE THE GEOMETRY PRONGED ON DIE CONSTRUCTED PLAITS. BENCHMARK WFORMMON AS SHOWN Oil THE SURVEY POJ HAS OEM OBTAINED BY SURVEYOR. ANY DISCREPANCES REMAINS FIELD MEASUREMENTS AND CONSTRUCTION POI INFORMATION SHALL BE BROUGHT TO ME ATTENTION OF ME ENGINEER IMMEDIATELY. J. PRIOR 10 COIAAIPNCINO CONSTRUCTION, ME CONTRACTOR STALL INSTALL THE EROSON CONTROL MEASURES SPECIFIED DN THE BENE INCLUDING PERIMETER BERMS, STRAW SAFE BARRIERS, AND SILTATION FENCE AS SHOWN O ME PLANS. WRING CONSTRUODON ME CONTRACTOR SHALL INSTALL STRAW BALES AT ALL INLETS AND AT OTHER PLACES, IF DIRECTED BY ME OWNER. MID SHALL RHODE THEM AS NECESSARY TO REDUCE SILT DEPOSITS IN PIPES, INLETS, MID RETENTION BASINS AMR ME LANDSCAPRIO IS COMPLETE, THE CONTRACTOR SHALL CLEAN ALL INLETS AND PIPES O ACCOMUUlEO SILT ANO EVANS MD SHALL REMOVE ALL TEMPORARY EROSION IMPROVEMENTS. IF DIRECTED BY THE ORDER OR ENGINEER, ME CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTAM MEASURES TO PROTECT SURRWNORIG PROPFRTUR PRIOR TO OOAMEIUNG CONSTRUCTION, ME CONTRACTOR SHALL YIAIIC THE SIZE YAM AN OWNER'S REPRESENTATIVE AND SHALL RAO TREES TO HE PREMERWO Alto PROTECTED CUTTING CONSTRUCTION. 4. THE LOCATORS TH ALL UGWNG IMPLIES SHOWN Oi 011: PIANS HAVE AREA ANO NAM ME NECESSARY RELOCATION, IF 14ECESSMY CAUTION AUDI CROSSING A THE PLANS OR LOCATED BT 15, ALL AREAS N RECEIVE FILL, ISHETHE9 OPEN AREA, UNDER PAWMENT OR STRUCTURES, SHALL FIRST BE STRIPPED O ORGANIC MATERIAL BEFORE HINDU IS COMMENCED. FILL STALL BE PLACED IN I2' LIFTS AND COMPARED 10 OR MAMMUM OERSIY UR AS DIRECTED Ili THE NEE REPORT. THE CCHIRAC,TOR IS DIRECTED 10 OBTAIN A COPY OF NE SOIL REPORT Alto MID COMPLY WTH ALL RECOMMENDATIONS HEREIN. 16, THE CONTRACTOR SHALL BE EXPECTED, AT DIE END OF EACH DAY, TO HAVE ME ME GRADED IN SUCH A WAY AS 10 NOT CAUSE ANY ADVERSE IMPACT FORA( BUDGET OR SEDUCE TO ANY ADJACENT PROPERTIES. MOTOR BARRIERS SHALL BE MA NFAINM AND REPAIRED IF REWIRED AT FIE END BY EACH WPTKINC DAY. CRATING SHOWN ON THESE PLANS ME PROVIDED 10 ME CONTRACTOR TO EXPRESS NEE GENERAL MALIMO INTENT OF ME PROJECT, SMOOTH TRANSTIWS SHALL BE PROMISED COMMIT CONIWRS OR SPOT ELEVATIONS AS SHOWN UP THE PUNS TO ACCOMPLISH ME GRAPHIC DIRECT, ALL SLOPES SHALL BE STABILIZED IMMUNATLY AFTER 84AL GRAPHIC HAS SEMI COMPLETED. CONTRACTOR SHALL NOTIFY BONDS MO EDGNEER PRIOR TO DEMOBILIZATION O GRADING EQUIPMENT TO DETERMINE HAT HE TRADING INTENT' HAS DEBT ACHIEVED. 17. ALL PAVING SURFACES SHALL BE GRADED TO DRAIN POSITIVELY III THE DIRECTION GENERALLY MOM( BY ME FLOW MR011S OR TYPICAL SECTION, NO PUDDLING OR %GNU DAM' HILL BE ACCEPTED IN ME PAVEMENT MEAS, PAVED SURFACES SHALL ALSO BE GRADED IS PROVIDE A SMOOTH DRIVING SURFACE FOR VEHICLES SENT DO SHARP MEMS IN GRAVE AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES, APPROACHES TO PRIPSECIIIND AND FNTRANCE AND EXIT ROW UNE GRADES TO INTERSECTIONS MID ENTRANCE AND MIT ROW USE GRADES TO INTEMEOTIONS WLL BE DETERMINED IN ME FIELD AM AWUSIMENiS MAY BE NECESSARY TO ACCOMPLISH MAT PURPOSE. ME CONTRACTOR IS RESPONSIBLE TO ACCOAPUSH MIS PURPOSE. MY APPARENT DISCREPANCIES BETWcEN ME FLOW ARROW AND SLOPES O SPOT ELEVATIONS SHALL BE IMMEOIATELY BRONCHI 10 ME ATTENTION OF ME ENGNEER FOR EXPLANARON AND/0R CLARIFICATION, IB. MATERIALS MID MEMOS FOR STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE BUT THE LOCAL MUNICIPAUIY CODES Ml ME FLORIDA OEPARNIENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CODSTRUCRDN, 1991, UR LATEST REVISION THEREOF, AND SUPPLEMENTAL SPROTA IRONS THERETO. REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III IBM RUBBER GASKET JOINTS, UNLESS OTHERWISE NOTED ON ME PAIS. ALL FAXT., -C', b', =E' AND 'F' INLETS SHALL BE EWIPPED BM SMR RENDING CRATE AND WIND CHAPTER I7-53 OF ME FLORIDA SOLDIER REWIRES HAT M CHAINS PER FU.OT. STMDARO% WHERE APPROPRIATE. YARD INLEN EXCAVATOR NOTIFY ALL GAS UNiMY CO!APARIES A MINIMUM OF TWO (2) MAY BE EQUIPPED WM CAST IRON GRATES, P THEY ME NOT SUBJECT TO )VOKINC DAYS PRIOR TO EXCAVARNO, IF ATUCAME. THE ONLY SAFE AND TRAFFIC, INLET WALL HIGHNESS SHALL BE PER POST. IMUMLE WAY 10 LOCATE BRIER MAIN OR SERVICE ONES IS BY ONSITE RESIDENTIAL 10,609 AD (PARCEL No. SO 2228 0W000004) INSPECTION BY OAS COMPANY PERSONNEL, REPORTING EXCAVATORS 19, MATTERS ANO CWSTHUMEN METHODS FOR PAVEMENT CONSTRUCTION ME DIRECffD TO TELEPHONE PIE CAS COMPANY MO (2) DAYS BEFORE SHALL BE Ill ACCORDANCE PUN COUNTY OR CRY STANDARDS MITERING A NEW CORRECTION AREA. AND ME FGTHL STANDARD SPECIRCARMIS FOR ROAD AND BRIDGE 3. ME WATER SYURM BILL BE DISINFECTED Ill 90ROMCE WITH AHVIA OST. CONSTRUCTION, 1991, OR LATEST REVISION HEREOF AID SUPPIEI.IENTAL 5. THE BOVIDARY, TOPOGRAPHIC SURVEY. ANO EXISTING CONOITIO4S SPECIFICATIONS MERETO: ACID IN ACCORDANCE LAIN COUNTY OR CITY INFORMATION HAS BEEN PROVIDED 10 ME BAITER BY CRUSENMEYER - SCOTT STANDARDS MID SPECIFICATIONS. & ARGUE, ITS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY EXISTING LAND USE: VACANT OF ME SURVEY INFORMATION BETWEEN. 20. THE WHITENER SHALL SOD BANKS AND OFFER MEM AS OESSNAIED 6. CEOMONICAL INFORMATION, INCLUDING WATER TABLE REVAPONS INT ME CONSTRUCTION PUN, AILD SIIE PREPMANON RECOMMENDATIONS, HAVE BEEN DISMISSED TO 21, ME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIRANNO ME ME OWNED AND ENGINEER BY UNIVERSAL ENGINEERING SERVICES, IIID. VARIOUS CRANING, ORARIACE AND PAVING WORK TO ACCOMPLISH PIE ME CONTRACTOR IS DIRECTED 10 OTN11 A COPY OF FIE REPOT PROPER FUNCTIONING CE ME SITE IMPROVEMENTS TO PREVENT NATER AND COMPLY AIM ALL RECOMMENDADOS IHMEIN. FROM FOOT OR STRONG OI SOEWAM ON PAVEMENT AREAS. SO 62-IXJGJ14 La IN. of Peblln W.W $,to. IJalnn. SHALL BE INSTALLED D3' BELOW THE EDGE OF ADJACENT PAVEMENT OR ]. DIE CONTRACTOR I$ DIRECTED 10 OtAII A COPY OF ALL PERMITS SIOEWALN, RUMORING PERMITS ISSUED BY PIE WATER MANAGEMENT DISTRICT. THE MST v 10' CITY MID FDEP, IF APPLICABLE. ME CONTRACTOR SHALL ABIOS BY ALL 22, SHOP DRAWINGS ABC CERIIRCATI7,15 FOR All STOAT DRAINAGE PECAN CONDITIONS. MATERIALS AID STRUCTURES ARE TO BE SUBMITTED AND APPROVED BY ses• Irellm.al�e ane 0fv...I ITASe. ME SINGER REPRESENTAPW O ENGINEER PRIOR TO ODERED ME B. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA MATERIAL REWIRED FOR CONSTRUCTION. EXCAVATION SAFETY STANDMOS, INCLUDING THE FLORIDA TRENCH BUILDINGS ONE 9TROTYIOFfICEflETAIL - t )-12,600 S,P, SAFETY ACT (90-96, LAWS OF FLORIDA). MY MATERIA, CONSTRUCROI ALL STORM ES 24 N DIA P3 ALL Si0RA1 WATER PIPES 24 INCHES OR MORE Ill DIAMETER Rf11C11 MEMOS, OR MATERIAL COST TO COMPLY HWM THESE LAYS SHALL BE INTO DRY IO BASIN MUS EE CHILI PROFEO INCIDENTAL TO ME (MIDEAST, WIN CRATES AS DESIGNATED RI FD.O.T. INDEX 273. MAXIMUM (SPRING Iota -J a, avldea vle my .4..... °yaodmwlcoolm ", of"US BETWEEN BARS SHALL BE 4'. OUTFALLS TO MY TOURIST BASINS 9. NO VIBRATORY ROVERS OR OMER SIMILAR EQUIPMENT MAT COULD SHALL BE EQUIPPED 411TH ENERGY OISSIPATURS Off SPLASH PADS AS DAMAGE MARGIN BMLDI GS OR RESIDENCES SHALL BE USED M THIS %DAN WI DIE DETAIL SHEETS, PROJECT, THE CONTRACTOR STALL REFER TO ME GEOTECHNICAL REPOT FOR INSTRUCTIONS MO SHALL CONFER WIN ME GEOTECHNICAL ENGINEER, AND OWNER 10 DETERMINE WHAT METHODS OF COMMANDOS ME SATISFACTORY. IF REPOTS O DAMAGE 10 ADJACENT PROPERTIES ME RECEIVED, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY UNTIL ME OANER INVESTIGATE THE CLAIM AND BRIDGE INSTRUCTIONS. 10, CLEAN SAND SUITABLE FOR ALL SHALL BE USED AS DIRECTED BY ME GEOTECHNICAL REPOT. CONTRACTOR SHALL BE RESPONSIBLE FOR RE.IOVAL BE ALL URSWTMLE FILL MATERIALS FROM THE SITE. II. PRIOR TO SLUSHING A BID, ME CONTRACTOR SHALL MST MID INSPECT ME SITE TO FAAVARRE HIMSELF WIN EXISTING CONDITIONS WHICH MAY AFFECT HIS BID. 12. ME COMPACTOR SHALL BASE HIS BID O HIS OWN ESRMATE OF UUMMITES, INCOMING PIPE HEADING, PAVEMENT QUARRIMS, ADD EXCAVATION AND RACISM CIU MNTIES. HE CONTRACTOR SHALL BE REEPONABIE FOR MY IMPORT BORROW FILL NEEDED, AND FOR REMOVAL 910 DISPOSAL OF EXCESS O UNSUITABLE MATERIALS, 13. DO LIMAS OF DISTURBANCE HAW BEEN BROODED TO ME CONTRACTOR INT THE CONSTRUCTION PUNS, UNLESS OMERBSE DIRECTED BY THE ODHER OR ENGINEER, THE CONTRACTOR 15 EXPECTED TO WRING ALL CONSTRUCTION ACTIVITIES CURB THESE UMBTE AT HO ONE SHALL ME CONTRACTOR OISIURO WERANU MOST , IF ANY,OUPROE ME SILT FENCE. ME COFACTOR SHALL NOT DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES VIINIOUT MRIEN CONSENT FROM PIE PROPERTY 0}W, ER. MY REPAIR OR RECOMMENDED OF AETUND OR OTHER OAVAGED MEAS IN SURROUNDING PROPERRES SHALL BE REPAIRED BY ME CONTRACTOR IMMEDIATELY. ALL COSTS FOR REPAIRS SHALL BE ME RESPONSBIUTY O ME CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 14. ALL TREES, BRUSH AND STATIC MATERIAL CLEARED FROM HIS SITE SHALL BE DISPOSED OF OFFERS. 24, REPAIR AND REPLACEMENT O ALL PRIVATE ANO PUBLIC PROPERTY AFFECTED BY HIS YORK SHALL BE MSRAMC TO A CONDITION EQUAL TO OR BETTER THAN PRESS BEFORE COWICICING CIXISMUG11IN1. 25, QDEWAU(S ARE TO BE CONSTRUOIED IN ME MEAS SHOWN! O ME CONSTRUCTION PAIS. ME SIDEWALK SHALL BE CONSTRUCTED OF 4' THICK CONCRETE BRI A 28-QAY COMPRESSION STUD( M OF ARCO PSI. MITI$ SHALL BE EITHER TOOEO OR SAW CUT AT EVERY 10' INTERVAL 20 CURBING SHALL BE C04STRUCTED %"JERE NOTED OR THE CONSTRUCTION PAIS. CONCRETE FOR CURBS SHALL UE A RA. DEPARTMENT OF TRANSPORTATION CLASS 'I' CONCRETE BTI A 26 -DAY COMPRESSION STRBDM OF 3000 PSI. ALL CURBS SHALL NAYS SAW CUT CONTRACTION JOINTS M0 SHALL BE CONSTRUCTED AT INTERVALS NOT 10 EXCEED 5' - 0" MI CENTER. CONSTRUCTION O CURBS SHALL BE Ill COIFOMNICE SM FOOT. STANDARD SPECEMARONS FOR ROAD AND BRIDGE CONSTRUCTOR (1991) SECTION 520 ANO DETAILS PROVIDES ON ME CONSIRUCRON PUNS. 27, CONTRACTOR TO SAW -W1 MEAS MERE PAVEMENT OR WRB140 OR CONCRETE, ETC. IS TO BE REMOVED. 28, AT LEAST TWD WEEKS PRIOR TO RIAL COMPLETION, THE COMPARES SHALL FURNISH ME MURDER COPIES OF AS -SALT PLAITS OF THE ENTIRE SITE DEBNEATNO ALL CHANCES, IF ANYL 10 THESE CONSTRUCTION PLAITS. DIE AS -SPAT PAIS COULD BE PROVIDED AS RED -LIFO' SET W@i A STATBADN O WRHCABDN OR BY A REgSIBUB SURVEYOR. SANER DSTR EMT of rvalFs 1. ALL GOIB£ IRON WATER FOUR SMALL DE N ACCORDANCE WITH MIS/AVWA 511E DATA A21.51/051 CUSS 50 PIPE GROSS SITE AREA COMp1ERCNL=6.260 AC.(PARCEL Ne, 30 22-28 0000 OUT r) 2. IwMGSTAIIC Ala HEARST TESTING SMALL BE READABLE 011 ALL HOLY RESIDENTIAL 10,609 AD (PARCEL No. SO 2228 0W000004) PRICING NIGHT AWNS MID MPURIEIMNCES. HE (ESN SHALL BE 111 TOTAL MINAS. ACCORDANCE BM AAAA C600 OR BIT AS APPISABLE. EXISTING ZONING: MIXED USE PUO 3. ME WATER SYURM BILL BE DISINFECTED Ill 90ROMCE WITH AHVIA OST. FUTURE LAID USE: COMMERCIAL PROPOSED VINO USE: COMMERCIAL CENTER ANO LUXURY RESIDENTIAL T. ALL CITY OF OCOEE WATER AWNS SHALL BE UIP, EXISTING LAND USE: VACANT 5. ALL PVC PIPES LESS TION 4- SILM BE C-901 POLYNB']NG BUILDING SETBACKS! NORTH=76' FAST =35' BOOTH =BY MST =26 - BEP NOTES: LANDSCAPE WINNERS WHIM =19 62-IXJGJ14 La IN. of Peblln W.W $,to. IJalnn. EAST =2STV WITH WALL) rar A y el ITT, IU-, U,e por., 'nater molnti MGI ev mvMx. 6Muany SOUTH - I& Ilaulmenl pPvl prose xe P Gln q. etnreY olNm ro rv, 'SlI Irxv led. °r nelev. JrII., nlWa i levee: Incl MST v 10' nd fele, Mag [re nae, IAe an Lal v, a po";o Haler n oleo Poe 0 1 m e L l naw n me 11-111 .1 we. Pon' w A-111COMMERCIAL SITE o.o. Sar< HWo 1vl v, 5larm nvMve'Iv.. Door' R 11- nom and sae 11 n-slt. mea mr Ppel e, ro ses• Irellm.al�e ane 0fv...I ITASe. GROSS FLOOR AREA: (o) Nev a x,111 ed, r.I- role, m°i,x Mul e° bIJ to prarb° v n.nwnlA Ielnen BUILDING I(ONE SOMMERS SCHOOL) =13,681 S.F. .If Wvlana of at laml Ov°° 1°el Ina wbb• °I N. role mPn III L. ovh:a• al BUILDINGS ONE 9TROTYIOFfICEflETAIL - t )-12,600 S,P, ewiclaI-TUD ee, repgropof. un der Parl 111 o(CA lert.. TweI,-- ,.I, r v'p d'+'° wore/ny, ap filo. ka BUILDING 3(TWO STORIEWORIOE-RETAIL)=4XIO)$,I. 0) No'bcd,«161 ol I''elmofd, 11ofer-1 111..m ,,.I To lege to BUILDING 4(ONE STRORHAPTA )=3,691 S.F. Wr.UJ, alNot, .4 la la° If Jr. ole, pI.Evp Iota -J a, avldea vle my .4..... °yaodmwlcoolm ", of"US PERVIWsI IMPERVIOUS AREAS: O Nee or ao,Aea, n a,wo..ma moln l If .nal e, rd, to p o,So I mnml °lel°nw II °1 N".It III N,L d pmlevbly TenIeeL TO.- Inv IoW. of uorale OPEN SPACE I PERVIOUS= LUKAC.(2650`/) mom wmlGo I.l or my °A.M, ar o,o re er,Aft- ,pro v-IIPe xaneey IMPERVIOUS = 4800 AC.(74.60%) e°e «Plpelna ono yn ' name, vuiy not n,IA.e "IS X19 I,elr 'TOTAL = 6258AQHNIA) Pon al eple' 2-OIeM., ran.. If, ISI.- hl �p Hall., Jlaw- bemeen tona. nner6 loo oevo ll•IAa For em 61 Ne ole v of PIS e4ov-0NI1Bvo Ine to, of Ne ave 60) FLOOR AREA fMTIO (PA.R.) RB 11°xl 1, a b"I-1°1 hn in. BUILDING HEIGHT = $5 FIFI MIAX. at leml Lel u11-1 Na o of Sol eo mato unedd WaReq o, nap°.ed 'c,-ene veeoya t-oneent°nd Unfed e,ow,' v. doRwe N seolan PARKING CALCULATIONS: Sel.cabs(z>. Le., am nm. IH -0.002, F,ee. (s)"Prod s,Irn eetx°en unaer9revna SUIS, Pool ane Iver, or Aorto 1-o' pgRKINO REOUIREO=ONE SPACE PER 2EO S.F. FOR OFFICE RETAIL= W.E... 1. ar le -1. Forte I Ra.IeMN W°Iv Mvina, cnPM+elne a. ro sea (.r IT.. o relent•,, ondelfleo wale m11-1,eH11-1,ny °dxln9 aPrep 68,6411260=234 SPACES , t, of m -Ip. Itellwy f-, cr of.un °e a. b° lald e° Ao ,,told. If PLUS 20 SPACES FOR EMPLOYEES II., n• vAr m1, l° of level on M'Im, co, Toole,", 12 N.Fe, ab°av or °1 I've 1Y TOTAL REWIRED PARKING =264 SPACES melee Belo. He Bole"° al Pro °Ine "or e. Ilan°'rn, IF Iv .rete... 1° toy l,• Sole, I. en°re no ether p!polne. Be) If,, I, wo-S4 vec,n a+ u°le( a ver anlaF q « o TOTAL PARKING PROVIDED= 283 SPACES nva-dtwo, °shot I. EN ea alms -I've afllhe ..enol .. 6 of le or nmn abma (INCLUDING$ HANDICAP SPACES) Sobo 11. p« Co. lose ori vek)ane ao N• F v e t nwyn9 r -,mo role not nL,.w, off" P., T o1 C,cp <r°Ilan Baleen T'°I,, B,1m and 1.11cY a If,,. Sexe'JV oI a, monde. A.,pada R -Gk or tome on. ecnle al xI , any p., of bmM nay»I to. zoo), vew mI.I It I., °...... He or aleN Top, e PIC. wotcd alto, my pet aro aloin °I'..,.,° °t toot ""XI Io not 1«no1ed1y N.m. of e<aramkdly vvinb la twnply =1re mk uvo'+smi no ,nee b o -11,Ht In He eaollnq al o x111, mo-ontl o It. "fee Iom1r,I wU" or Yr volar m°M « To doem e Ia nA r oel oly fm I e<onamkdJy I -NIS. 1,1 mpo,nwrt For aNI •a<aprlml io WIa requ4emei 10 fnnn<ml.n rw em wnlnm mere. en, lantlrfsgq9 Na p°rly e<rpan"I fe onvaIlN9 on" -per maMde, eo9r 1 e amlll- dlb'elea oo a I", and ,WI,bo, relu'fe rata In obePn pea", ww e a «,lust lnaM.o •na naso 6 Mwb, ro,a P,P M1 co oI IM1e mp.1 is a raw' to dlllf-GUI nte" bemeen eemn .Iot a,de, No eater e"I'S eco", me me.a. Moll b1 °l ewe'Rt,'cera, ". "Am ,NA I..... IR.,9, Dr., h., an hip°<1 anto Dat e,'+al 1° NBl or 0.45 -vol -.1d, luIL. Yan pry D) 0" m°abale Mary M1ave an °aa a apen.9, ontl encL To °Ie w to a'.l ary la, n9 01 P. rewfo"o, I I., be lnal°Nle at 11 alone °a toff, apanwm of I.M «Helot manhole rage WN<la team enm., Ua mwnde. a ITT, r'I. MAIr,F Gov.. lv�v PSer PIE'-' Sexes neofeFl a,I alaes th. of edmatm (r. nlNmu vJR aadev°md dram Mml be LogTod obm a. <, It moa urea ton In- env eaa@19 « Er Fo.e aav n r LI -B1A,.T or vel IT...n"I�9cnadpnle0°Aly len, SIT, frwd ena w, omUG awl 0, F, pam-ep. R q1 °Ile 1 It, IeeL Una prole°may 11A fool, b« any yee a vdly- e m , p ,Delay eee sr rmlo ale r«TI m n « ,nfn9 re elaineJ x6l ttp Hely rr9.ra1•d van Pm1111 o1 Cn°pier abate, 1X.T ,of len fool (rem ve, rm., If Dopo"T'm-ale ae, L...rnr °nJ aem' m IS'-, In 4«na° ]e1.0665(z). F, S, an, PWe w"T're 2. 11. ` Noon Mwn 11 la nor E.'r ly hor.9lo o naMcaXae o o o.", lanmenla I ofoovean m If 141 aIo-tIII m Imvl 1.11 11. (o) Won't °n 'ef" rcuna xaler mal, I, 1., Im fee Non Na "'Old n, Had lel la 0 P °In ee LE"'. ,nee anJer9 aloe ,rc llw le roeenq n.N<r pa oNe °°a Prni. f Ino von, m,o, I'.eef9 IUialee b. ... p mwb.a mmmnm lel<,ee nom FSe, la m m• aloe, "fo I.C. or pne can-r°I.J plp• ...BeeN9 to A.,.,.e Imalwn .1. We4o Ass«.I Safew6 Bwwp«al.J Xlo nal, e - 9A l]0.11c, wr I,I aloe, p1,M o Ir IF It o Zton y- w .1a 1m -Ip. Olen.; we or nelenk r I'd, ar ,Henle, -Toned Tonle rw o10e Fee a°k, mJV, or I,e S.Uv° or volal!gnl ceanq p!pe a ..,.rale .......... al P.or fow In"n. .1', /w vlme to. ,'ale' mU, °, Ibv Jme v'p Mfo- ,abl Nne. w I'la -o vale',, 1. la bra, I. w. Into In-. "of'MESealy Ta- beln9bvlal]MIe»o'. Do moo m'n4numeIII, IS ra oo Jhle,lt, Jamin a°uei pPpel F, em J to LOT. of Spe, a' o,n, pipe, nm+n, TIRF "'I'D elr.,91n (I.•., F°vN9 on i."I, :a,,% UI1hut ,A to Trot or pvA-Nen-IN<N Jo,"° em ppe) Jr 'a"" ° sent al Ne I lwr fe,ne, YrleN r« Tho xa le mUT: one I.I.S. of °. ar on, UplPe, tw", nlq, IIoo,I tea"Te (Ise. Hering ,n "Hol vaso,. Ul pbo,l 1 I,ol r TAX 1, In .11 ooN° ban pip' , «ete ent Il Evav)ao; mMu ufk k, me oa,er ""ofo. B n f ton a,, I, <maalnq ool..ty U, relom:a nob. RESIDENTIAL SITE TOTAL NUMBER OF UNITS = BO LUXURY TOWNHOU$CU GROSS DENSITY =6.4 GLASS. MIN. LOT SIZE (NET) =L055 B.F. MAIN LIVING FLOOR AREA (NET) =1,850 S.F. PERVIOUS( IMPERVIOUS AREAS: OPEN SPACE I PERVIOUS= 5.649 AC, GRZON) IMPERVIOUS = 6050 AS. N7.7UP) TOTAL = 10009 AG IRO%) GROSS BUILDING DENSITY COVERAGE =23AA N CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STAFF ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION ESTE) IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION. TRENCH SAFETY CONTRACTOR SHALL COMPLY YAM OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P. AND ALL SUBSEQUENT REVISIONS OR UPDATES MODIFIED BY THE DEPARTMENT OF LABCR AND EIAPLOVAE14T SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES, TILITIE TELEPHONE' AT&T - Transmission AT&T - DDIR-Rf lion CABLE: SPECTRUM ELECTRIC: Duke Energy 3250 BONNET CREEK ROAD LAKE BUENA VISTA, FL 32830 TEL, WATER/SEWER: City Of OCOee NUNlies 1800 A.D. SPIN ROAD OCOEE, FL 32761 TEL. 407-905-3159 1. COMPACTION DENSITIES AT UTILITY AND STORM STRUCTURES (INLETYMANHOLES VATHIN ROADWAY TO S BACK OF CURB) SHALL BE 98% WITHIN THE PAVEMENT AREAS AND A DENSITY OF 95% FOR STRUCTURES OUTSIDE PAVED AREAS PER AASHTO 180 (MODIFIED) IS REQUIRED, 2, ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC, 3, ALL STORM STRUCTURES SHALL BE PLACED ON A 12" BED OF CRUSHED STONE OR EQUAL AS APPROVED BY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC. 4. REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE AND CITY DETAILS. An -B It Ioformatian As -Bull) drowN9e ell be required with the following Infeemotlem A) Sanitary Sewer 1. Top elevollon of each manhole frome and cover. 2. ImpR of each line entering and leaving each manhole/atructme. 3. Langth of each run of mah between rm nholee (center to eenlsQ, 4. Actual omde Of pipe between met5. Locale II seMce Wye, from downelream manhDle with depth of lot INe .Ad dletante AT.. the ..In fine. G. Locale with measreaTTAe from permanent vislbie obKols all Oltin9s/acc esories not .1 NAM from the surface (minlmum two point he.). TO Storm Drainage L Top elevatten of each manhole frome and cover/grate ae well 0e all other etructures headwalls, Control etru.G r,a, etc.). 2. Invert elevation D each TIne cRQ N, and having each structum, InCluding underdroln pil mies. 3. inverts of oil end efetReSe. 4, AotOUI g9rade If pipe between the structures. b. in vert elevation and two horizontal ties from permanent visible atoPp e to all storm stub -ante. C) Wale, and Pierce System and Force CIPPM I. Actual lengths of pipe between branches and vDiven In the ran. 2, Locate with moaauramante from permanent Yelble oblecte all Illlinga/accassorlee not vislbie from the surface (minMom two p.RN Lies), 3. tel the depths of the hoes of all vSvm, WHOSE and Pre hydrants. 0) Ae-bu0te need to be submitted to the City signed & Totaled In accordance with Section 3.01.05 of the EmB eednD Standard. Menoel In the RAISAing kermAe: a.I Hard copy E.i pat Copy o. CAD copy drawn in Stale Piano ccardinetee PDeLIGaccEss-EasEtiENnILS I�pryDEo ______------IN.smUMENL"='� "TRACT T" 3.9881 ACRL'S EXISTNO RETENTION POND CITY OF OCOI ONNER`HELLER BROS Oftows I VACANT C-3 (qtt OF DCOEE) OYMERI NELLER Bfl05 GROVES r,IN v ��b Pci �i Y 0 t (161 �eir k'IJN Il H I�I "'^• BLDG, z OUNrts ee- L.L.-..1=��_1.,e.L"r_".LJ 1-L,.LLaL— F4 — TOAMN ROAD A/K/A MARSHALL FARAff ROAD (UN/AfFROVED ROAD) ENTRANCE TO THE OF f C fig TRACT TABLE TRACT TRACT DESCRIPTION OVINERSHIP MAINTENANCE RESPONSIBILITY AREA A PROPOSED INSPIRATION BOULEVARD CITY OF OCOEE CITY OF OCOEE 1.123 AN, 52 PROPOSED RETENTION PONOS RPM INVESTMENTS HOLDING, LLC RPM INVESTMENTS HOLDING, LLC 2.200 AS, DIPLOMAT DEVELOPMENT CROUP, LLC DIPLOMAT DEVELOPMENT GROUP, LLC T EXISTING RETENTION POND HELLER BROTHER'S GROVES HELLER BROTHER'S GROVES 3.988 AC. C SIGN EASEMENT CITY OF OCOEE DIPLOMAT DEVELOPMENT GROUP, LLC 80 S.F. R1 RESIDENTIAL ROADVIAY RPM INVESTMENTS HOLDING, LLC RPM INVESTMENTS HOLDING, LLC 2.043 AC. DIPLOMAT DEVELOPMENT CROUP, LLC DIPLOMAT DEVELOPMENT GROUP, LLC CCA/ COMMERCIAL COMMON AREA RPM INVESTMENTS HOLDING, LLC RPM INVESTMENTS HOLDING, LLC 0.357 AC. DIPLOMAT DEVELOPIAENT GROUP, LLC DIPLOMAT DEVELOPMENT GROUP, LLC 52 EMERGENCY ACCESS RPM INVESTMENTS HOLDING, LLC RPM INVESTMENTS HOLDING, LLC 0.393 AC. DIPLOMAT DEVELOPMENT GROUP, LLC DIPLOMAT DEVELOPMENT GROUP, LLC £I£ 4� ££kU3; �I��n�� •(SSlItf'41 f�A'� I��A{I� �� I I9�,F1�■�}1 Ilii ii�l RI I iI SIR i 81"giIllta g IT I NM1`�)�£Fti;�%r� PDeLIGaccEss-EasEtiENnILS I�pryDEo ______------IN.smUMENL"='� "TRACT T" 3.9881 ACRL'S EXISTNO RETENTION POND CITY OF OCOI ONNER`HELLER BROS Oftows I VACANT C-3 (qtt OF DCOEE) OYMERI NELLER Bfl05 GROVES r,IN v ��b Pci �i Y 0 t (161 �eir k'IJN Il H I�I "'^• BLDG, z OUNrts ee- L.L.-..1=��_1.,e.L"r_".LJ 1-L,.LLaL— F4 — TOAMN ROAD A/K/A MARSHALL FARAff ROAD (UN/AfFROVED ROAD) ENTRANCE TO THE OF f C fig TRACT TABLE TRACT TRACT DESCRIPTION OVINERSHIP MAINTENANCE RESPONSIBILITY AREA A PROPOSED INSPIRATION BOULEVARD CITY OF OCOEE CITY OF OCOEE 1.123 AN, 52 PROPOSED RETENTION PONOS RPM INVESTMENTS HOLDING, LLC RPM INVESTMENTS HOLDING, LLC 2.200 AS, DIPLOMAT DEVELOPMENT CROUP, LLC DIPLOMAT DEVELOPMENT GROUP, LLC T EXISTING RETENTION POND HELLER BROTHER'S GROVES HELLER BROTHER'S GROVES 3.988 AC. C SIGN EASEMENT CITY OF OCOEE DIPLOMAT DEVELOPMENT GROUP, LLC 80 S.F. R1 RESIDENTIAL ROADVIAY RPM INVESTMENTS HOLDING, LLC RPM INVESTMENTS HOLDING, LLC 2.043 AC. DIPLOMAT DEVELOPMENT CROUP, LLC DIPLOMAT DEVELOPMENT GROUP, LLC CCA/ COMMERCIAL COMMON AREA RPM INVESTMENTS HOLDING, LLC RPM INVESTMENTS HOLDING, LLC 0.357 AC. DIPLOMAT DEVELOPIAENT GROUP, LLC DIPLOMAT DEVELOPMENT GROUP, LLC 52 EMERGENCY ACCESS RPM INVESTMENTS HOLDING, LLC RPM INVESTMENTS HOLDING, LLC 0.393 AC. DIPLOMAT DEVELOPMENT GROUP, LLC DIPLOMAT DEVELOPMENT GROUP, LLC TAWILL ENGINEERING, INC. NIPPY CIML ENGR@ENING DE51CU • CONSULTING • PERM TTJNG Am CERR14CATE OF AUTHORIZATION: 0020 6312 BUFORD STREET / UNIT 702 E ORLANDO, FLORIDA 32035 TELEPHONE: 407-399-1161 FAX: 407-668-4412 G.,I IIawe R.Of ""R-01ETT NOTE; NORTH BOULEVARD IS SHOWN HERE FOR REFERENCE ONLY, SEE SEPARATE PLANS FOR PLANS & PROFILE DESIGN FOR ROADWAY, OVERALL SITE PLAN INSPIRATION TOWN CENTER AND LUXURY HOMES to Got DATE JULY 2018 ��Ata <r :fix y Ji „ . 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ELOPE,M1'.,xIMD:.t W E arm6no UARG. PIPE SNPIN GOD) 5111.0 m M n.9?IDS, nmo6orexmefn9mD aj' \� _ I9EEOEtNL6NEEi IS FIFO�z_ \ __ �113'� oN£gAIII.I _ _ ___ ��ilp� _ nT61LQnecAsswintl_ / RROF / zz aSiPflCS-= �_`....=--_-l22'�-723-_ l � TOPOf S'lllL l38fi \ �-^'�">'- �- LS•� �124'�� .-'�� ' � - Y.\ nN. EF//080)1 � 9EESXEEL Id FOq EECFI0N0AANOB �`�-.-� ! 1256 ulsra1141.O1,z1xDEp®o1o% 100 -YEAR 2j _ i2a-Ep RETENTION AREA w ,P gYGROF,l9asrnu u•nDEPDRp/mrc� 3 __ s. I I ,��. • $ /-iWGF W,LLL1E06 _/'l{pj� \.. BLDG. No: 1 PRE-SCHOOL j —T 1880) SP. l� ONESTORY • L STORM STRUCTURE TABLE 1 � - f GMTE,Ery ORTOP EL ORATEOR TOP EI AS GUILT IINEfli DIV. EL. ELEVATIONS AS BUILT D9 . 127.90 So Z; 124,905 OS PONT WIDGET 3 I 124.7?NBW O.3 FDOT'V INLET 127.95 \\ NITS l ro l , s rI STORM PIPE TABLE PIPE DESIGN AS BUILT PIPE DESIGN AS.BUILT NOTE NO. SIEE LENGTH US NOTN AWERIAL SLOPE SLOPE SITORGTUIORRNoS.i0J. ..SDS. RO/.pYiAY PRVEM1,FIrt6EClION9 -12$10 FSP OFNIALLTI m3� i L•�., I RP �6p NITS) 0 1 ,y I inLL Q e'NOPQ aoh ,L STORM STRUCTURE TABLE SIR. NO. TYPE GMTE,Ery ORTOP EL ORATEOR TOP EI AS GUILT IINEfli DIV. EL. ELEVATIONS AS BUILT D9 FOOTG'B4LET 127.90 ��J ,711• �_ 124,905 OS PONT WIDGET ?2820 124.7?NBW O.3 FDOT'V INLET 127.95 \\ NITS l ro l , s RA 261 O4 FOOT TFINLET 12028 G ! woes _-•,�_-.J 124.12 E,S&N 06 FOOT 'O'INLET 120,29 12J.WW D0 FOOT '0'INLET 12829 12S.30E, 5&N D4 FDOT'EINLET 127.0 12292 SAE ❑4A FOOT NOS U, Z 1 � 12285 08 FOOT'@INLET 120.60FI33N DO FDOT'IT INLET LOSS 12422 S & E OAA STRAIOHTENDWALL 124POW 0.10 FRUIT 'D'INLET 127.60 12J65E D-01 FDOT'G'INIET 12.60 12865W D12 FOOTIYPEPPANHOILE 0q0 FDOT'D'INLET DGAO 12L60 126830 123.42W&E O -"A POST... _ 123.00 Oq4 FOOT'0 INLET 127.60 1I000W Dq6 FOOT '0'INLET 127.50 126.07 IN &SE 090 FOOT Dr INLET 120.003 12495NE&E D -10A FDOr MEs 124.06 097 FDOT'9INLET 127.60 128606W 0-11A STRAIGHT END N/ALL 12140 0-10A FOOTMES 123.65 VI YARD BRAD 1290 _ 12027 Y092 YARD DRAIN 129.0 126.14 y.9S YARD DRAW 129.0 12435 Y.04 YARDDRAIN 120.0 12q,g1 YOp6 YAROOMIN 12s0 124.25 YOWB YAfl00PAM 1280 VOX7 YAfl00PA1N 1200 I— 126.00 m3� i L•�., I RP �6p NITS) 0 1 ,y I inLL Q e'NOPQ aoh ,L 0 1 � DP 11 1 scup u0oe� __ W9ipt 3• / �\ \ ��J ,711• �_ j NfirptLi p6LF�b8'wOEp®030% I IS" I L - LAG / 1266 6(g �` \`�.)_ _-123'\ \ =?z41` ' ` ARA \\ NITS l ro l , s -.= 129'x, Ffl 115p G ! woes _-•,�_-.J Itseo ` r--T--T--T-e -13 m3� i L•�., I RP �6p NITS) 0 1 ,y I inLL Q e'NOPQ aoh ,L 0 1 � DP 11 1 scup u0oe� __ W9ipt 3• >>> j NfirptLi p6LF�b8'wOEp®030% I IS" I L - ARA G ! woes _-•,�_-.J ` r--T--T--T-e IIN9uu,IJ'HDEPm Inwve_- 1 U, Z 1 � 919iPLL Itl110EP EMI:,PIPQ LDG• 1D (9. NITS ' L: 3 �a>' _� i9 Aiy '-Ix9TRLL lj'x9EPDMIx PIPE- ,--128' 1 I ® \ i / 5:1 100' YEAR F.F. 28.90 BLDG. No 3 / / \ RETENTION / 245 gORY i iga ARiLEa 4 D BLD / (9 UNIT) -- - qF....... 'A— ---rT V I Ixsrn uz•noE on. 12II 91st uz'uD olwnpl C--- X6.1 �-- --- — --- - =rte—� � ,�.m®e� �� FY � /x SEE SHEET 12 FOR CONTINUATION TAWILL ENGINEERING, INC. log CML ENGINEERING DESIGN • CONSULRNO • PER),IITRNO COA90ATE OF AUFHORI7TON: 6625 6312 BUFORD STREET / UNIT 702 E ORLANDO, FLORIDA 32835 TELEPHONE; 407-399-1161 FAX 407-668-4412 CITY 1r F,4EEOEn'Fl.IIASLAD ..IG EroI.S GG.11 PAVING GRADING & DRAINAGE PLAN INSPIRATION TOWN CENTER AND LUXURY HOMES 100- i 13.001 ants JULY 2018 FARID J. TAVALL, P.E. FLORIDA LIC. No. 38045 scup u0oe� _ _ __ATE __-- SANITARY SEWER MANHOLE TABLE AINJO TOP EL TOP EI INVERT INVERT NO AH�BUILT ELEVATIONS ELEVATIUNH ns euar s4 1HO.DA 3 122.14 E E W Iz2ons i2E.68N 9�5 it].bik 122.6)SE SANITARY SEWER PIPE TABLE 122AI6VV BE 12).BDx 12J22 HE UIG.TIG AI MANHOLE 10 NUMIIER L a INS TALL 12W REDUCER PIPE ID VESION AD BUILT PIPE GE910N AS-BUILT 94 1LLHIk 12J816W Ie' 184' ROME VALVE NO. 62E LENGTH LENGTH IMIERIgL SLOPE SLOPE PVC 021% s5) iD' DENOTES GRAVITY PIPE IS NUMBER©;INSTALL PVC ss.t 10' zer PVC azt% 290' pVC 021% SS9 i4' Ri4 INSTALL �XW TEE A.21°h ss4o to• na Pvc _ o.zl% 5511 1D' 96' QINSTALL T� 11,26- REND s9Q to' 1n' PVC 02iF JB1' PVC 02fYa s5 -0J iv' as' Pvc 99.J IM taS' PVc_ A.21% iB4' PVC 021% ssds 10• 94z' W- 22,6' BEND 99-0 10' llA' PVC 021% 116' PVC 021% sS1] 1V' .:• °INSTALL INSTALL OW TEE ISS __ t f� • x •� �� s,,}% • � �"-.,. sa= � i f1�. `�d'�2Ftuf!''bFtif{�+t�i 6�.�5{ .> Ss : .•. 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STAB. SUBORN. Iz° STD. CONS. 6" X 16" CURB 6" 18" b" 3RX ?I:,I 6- In:: RASE. STAB. SUBGRD. COMP. L " SUBGRD. STD. GONG. 2' CURB & GUTTER I6" g^ y' 1 3/4"R 3/4 R 'ORI. N. 8' BASE E. STAB. SUBGRD. COM, . 6" SUBGRD. TYPE A CONC, CURB GENERAL NOTES 1. Fw curb.outt,r.wtl curb and MAC, prv& I C°nU°dlon pmm m lo' comm' (mux). C—F'mFIon pWs adpmnt m'—e. �OS.Re eFi I, RN,,I b° Vlniatnoi to a "F. d w°t':ni ra p°"emem Curb,golkr -d —b k IME11 eayayslooMRRLL oEdt be I—Ald N °c<am°nce MITI Seal. 520 1 Re 'tFldFFd spectfl, UU '. S. En,b °I vertk°I curb' 'WE R— loo fmm NE t° (era b ,,O m 3 .0. CONC. CURB DETAILS N. T. S. 21' 6.5 S.6' S.5' 0.5' {- b—b' _ WNS yI �A1E �[. C. C.N.E. PAM pawn oclw. wll5, 6 NET MAN IS WGINKIM, M U`FCAE "0"Nb) TREMB TO EARN am. CROMA R" YE 1RCI NERM, AIRS FOA WMAI BE ARAM, OF TY RN. MI OACCIOR BAA R IXPS"W"ON. GRR ARSE GR KIWI Mull I'D FUND VWK DUMPSTER PAD/ENCLOSURE. PXXpp r AV�fA1Tl1� • . '. . �. . MONOLITHIC SIDEWALK N.T.S. TOOLED EDGES 1/e" RADIUS\ 1/D e♦.' y CONTRACTION JOINT N.T.S. PREMOULDED JOINT MATERIAL EXPANSION JOINT N.T.S. CONCRETE JOINT DETAIL VARIES a' RreR �drH e�W C.N.EIE WELL At RE. I'll; 0X0011 MIIIEE SAW W i L COIRRAOIEN KNITSppC10 AT A OFFENCE EWA 16"RIE LON PAC20 %E11 OE .. VE FIRE FICR %. CY AOREN .WINS IT eo o.C. NUE CONCRETE WALK N.T.S. 12" 1910£ CONCRETE HEADER CURB 9// ROCKSALT RNISA. PROVIDE CONTRACTION AT 10' CENTERS MAN. CONCRETE BRICK PAVER J-1/8" MIN. THICKNESS SEAL JOINT INSTALL W/ CRAAIFERED EDGE DOWN. (PAVERS ON BUCKINGHAM DRIVE AS ASPH4LT PAVEMENT SHOWN ON SHEET 10 OF 15. -- I' TO 1-1/2"VAD/MORTAR SETING BED (S1 RATIO) 12" B" CRUSHED CONCRETE LIAlEROCK BASE BASE RUN 100) COMPACTED "I � 1 TO 9BX IM DENSITY PER AASHTO T-100 METHOD "0" TYPICAL SPECIAL TYPAPER SECTION N.T.S. 5' IVil Con, QI YIN. I 1/2" TWE 5 -IF ASPIRLTC CONCAENE Q1 0" VMRFMV M1 BASE MIN. ION VIA (PRIMES. (GYPACIEU i0 A IRS, OF 163 OF TIE MONIED PROCION MAX. ORI SOMIRY Q Il' VAWUAN 500 -MME. COLPACRO SUBCRAOE 10 957.. MOO MOVES SPCA AIR D-165)), NFL FOR OF 40 Q4 0'X 10' CO TM VENNCAL GVS Q0 1IM10URIC SIOEVINX TYPICAL COMMERCIAL ASPHALT PAVEMENT SECTION N.T.S. 24 RONdw,y C,nelrucll,e C/L Grode MIN. Ae holHo ConCTe(e S -IJ `6" CUFb P (See DB(,Y) d R/IV CASEMENT — 5' Wlde Can, SIJNMNlk SYbg.d. to 75 Pel FOV 989 of AASIND T-160 Mefhod "D" —7,j1'PICAL RESIDENTIAL ROAD SECTION INLETS GENERAL NOTES 1 mmo W.I. to "Ilobm for m=M= ^^d v=ae,ln,n or.m wa or= 1, ba oma N Plm=:. mann= ,na om.r urem .obpa 10 mn=qu=nl Lm10 lo,any. but vo nm to b. E -d In a..aa o,'Pot la my b..vy wheel loo". 2 Inl=N ¢ubpcl to mW.0 6111. ehw.a b. =omWd.a wAhoot GOO. 1VM1=m a=brla 4. N111. R1.4 ,hWa b. wmLudaa 'lo. =tot'. Aollad Nla, total=" xi" madacy lea' ton.. ana A ..... o-",Ol. I0 p,"a.hton. tfaoo It... 4ov.O'W alo4. NO 4oveo,bla slot MOok llon 1, not aO pta to to Tool TWO 11. 901= ooy NO -sooal¢d m "Rh=' 0' bolo ones o..h- on ptna=. ]. s1.., ".too m. to bo oleo an nu M1.1..- Dont. t.111 to nmlApm=d ST.,, ".1o, 'o to bo u.oa on OF bolo niN 1'Cv='wblo ¢ICI,. UP- cast Iron a' also! "ON, maY b= o,e4 m El.o .!!hoot Aol. w e" h"I' 4aflb b not onllogal.d. Flo,a' coal 4tn of .Incl 9mleo -, b. moa on a1 mI.t, rvllh non-bava.thla Ito- li,NH I. Vo. WO'R n a=.cim ubova Men Nt=rnob 0 ymle 1¢ p==i(led m N. 'l-, loot, IT. Olen! ".I. not dppnd 5N-lool RO, Inuntml0n c, IN, tont Iron wm<m0, ea mod, un1... Ino plan, ¢l'o'ot. Na "otwwo ".. 1. It-troendad moAmum plva ,Ra' IT- a'. to, to -to, "0. Plp= Go' largo. Nw mm. r=t.mmm4,4 mml bo mase m' R. 5. NI .,po.ao ...-. ono Gaga, .I wn... to ora to D. ahom)o'ed e. Ph.n "'.4 fw mam¢n.l t. pw0 t. bulm4 D.aonto.-W, tot WWI, OW 41habCo It . TO tnaludea It -o.=t unit p'Iw No Imola. oo'.tKla, ,noon om TO, W-tl- only. I I .... OM. tlol. ton.Vutleo to 'ACT, Hot, .hall Dt No Iw na IY." pollee ,nd thol lndade No toll lu .1 opanmq; 1.1m1 and any t.go4¢d lepl,t.m.nt9,.I- e, soadmp to Do m,o on 111mn. ON etmae to pa5ad anon ana paa to, o,ln -orott aWl pre. lo' TON , ST. 9for wppl.mmlary o.IOo eea Inaex "0. No' DITCH BOTTOM INLET TYPE D TOP NEW -SINGLE PIPE SECTION Sopa I.I Y.Xs 'b'Md imvner. ),I !cr Pqn t0+15' Mi lwyrr. 11 YAen !e Y M:e M..... .. too". SmoYre. e +5 Md Drove E rr TAWILL ENGINEERING= INC. ENGINEERING DESIGN GGII$DLRNG PERIAITINO CERTIFICATE OF AUTHORIZATON: 6625 .m k r� N N 9� . D PLAN Pootot ... 2 2 RH"If.ji1 „ ha: f= ' ' 4 k 67• 5.-6. SI• PPVro.W=I'lk 19D Wa. 1 BAd IFiIYE/rY1E YFIRYIJ:IYIASYE.'ri/Wl EelryliJ[iyfl[rFRG]R<illliIDl/1��/� il.Jif EIfY Idf FirYIRfYiF}rrf]YExfYLbIY1FA]EI(bxYEl[IGyEi]Y lrlilY.9F9/ZII LfIF 1f EYll r:JYEFk Y2 I��E,2yy [[)/��EEiMY5Y11YER 6FfiIlIL➢Y IYIYYIriLLliiiElL. l>rRYI .p1/R9/Y'f.YJLY ltYEI[l YrP��FXYE�IIRYiFI}rYJlY�lixYllbYrrbx Ti1.x +uiRJirruYYllYrmYrelYrr.J IN JYj STEEL GRATES 0' coo ESo Rol FErJr�iF'1� Yv. IsrYEFn RRrirpSxi Yb1.IFrYritYUR�• rr.YIi'i{�n//R�Cp�lrs5a��ils�MAll YFiFrEFR3i EIF`rY ssavrlFF11{Ys IxcxsTYRniHF]i111Ylilll: YifsirrY �YrJUYUF�EEF�Yr�rivsrzrY3reunuiri�riFtilyrM�r. 5¢, m4=. 251 1�71-�_Im�I_� e Va ear. .r 12 c5., ml CE t�'ttEYier'rwAlYvIAf[1Fi mYilY6.:YilffJE[IFSYiiFFiis`vi t /r./1 ns%r'ixjefiiS`I.Y'ISYY`.fJ• nrrre/r�Fa��rcen�J�iEUY : SECTION 17' TYPE D ■� 1 �� I7•�IMEN�IN N Raaonxnwaea NOW- P". 51=,: NiENMICf Pdl 21' Alp, IDA ruflrvPlN 4 1' Wtll S, Pipe INLETS GENERAL NOTES 1 mmo W.I. to "Ilobm for m=M= ^^d v=ae,ln,n or.m wa or= 1, ba oma N Plm=:. mann= ,na om.r urem .obpa 10 mn=qu=nl Lm10 lo,any. but vo nm to b. E -d In a..aa o,'Pot la my b..vy wheel loo". 2 Inl=N ¢ubpcl to mW.0 6111. ehw.a b. =omWd.a wAhoot GOO. 1VM1=m a=brla 4. N111. R1.4 ,hWa b. wmLudaa 'lo. =tot'. Aollad Nla, total=" xi" madacy lea' ton.. ana A ..... o-",Ol. I0 p,"a.hton. tfaoo It... 4ov.O'W alo4. NO 4oveo,bla slot MOok llon 1, not aO pta to to Tool TWO 11. 901= ooy NO -sooal¢d m "Rh=' 0' bolo ones o..h- on ptna=. ]. s1.., ".too m. to bo oleo an nu M1.1..- Dont. t.111 to nmlApm=d ST.,, ".1o, 'o to bo u.oa on OF bolo niN 1'Cv='wblo ¢ICI,. UP- cast Iron a' also! "ON, maY b= o,e4 m El.o .!!hoot Aol. w e" h"I' 4aflb b not onllogal.d. Flo,a' coal 4tn of .Incl 9mleo -, b. moa on a1 mI.t, rvllh non-bava.thla Ito- li,NH I. Vo. WO'R n a=.cim ubova Men Nt=rnob 0 ymle 1¢ p==i(led m N. 'l-, loot, IT. Olen! ".I. not dppnd 5N-lool RO, Inuntml0n c, IN, tont Iron wm<m0, ea mod, un1... Ino plan, ¢l'o'ot. Na "otwwo ".. 1. It-troendad moAmum plva ,Ra' IT- a'. to, to -to, "0. Plp= Go' largo. Nw mm. r=t.mmm4,4 mml bo mase m' R. 5. NI .,po.ao ...-. ono Gaga, .I wn... to ora to D. ahom)o'ed e. Ph.n "'.4 fw mam¢n.l t. pw0 t. bulm4 D.aonto.-W, tot WWI, OW 41habCo It . TO tnaludea It -o.=t unit p'Iw No Imola. oo'.tKla, ,noon om TO, W-tl- only. I I .... OM. tlol. ton.Vutleo to 'ACT, Hot, .hall Dt No Iw na IY." pollee ,nd thol lndade No toll lu .1 opanmq; 1.1m1 and any t.go4¢d lepl,t.m.nt9,.I- e, soadmp to Do m,o on 111mn. ON etmae to pa5ad anon ana paa to, o,ln -orott aWl pre. lo' TON , ST. 9for wppl.mmlary o.IOo eea Inaex "0. No' DITCH BOTTOM INLET TYPE D TOP NEW -SINGLE PIPE SECTION Sopa I.I Y.Xs 'b'Md imvner. ),I !cr Pqn t0+15' Mi lwyrr. 11 YAen !e Y M:e M..... .. too". SmoYre. e +5 Md Drove MITERED END,SECTION N.T.S. 132 E rr TAWILL ENGINEERING= INC. ENGINEERING DESIGN GGII$DLRNG PERIAITINO CERTIFICATE OF AUTHORIZATON: 6625 CONSTRUCTION DETAILS = r� N N 4' s ees RL FII: +5� .� IBM I n �rrr�ln %%YYYffF [lil Y /xlYI". sYIlb4YI }b rx3lfjJFxYil.Yl11 f fAF]EsbxflF;I llpl.YE/IJ/r FT I tFfF IFLY bPl(rr/ETi/iFYIYY EJIFi e' NIGN 8'H5)--- WITHWEE RE -CAST VIA HOLES132 YI p ({.yEEEFFyF1lr GSYt.IJiAD]IE:I4%YI�IEiT. IA,�.jy��yyR. 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IAN scAPE eDFF HOLES TEnnI1 Porm 1311 130_ 130 132 (BroTH s 130 131 CONSTRUCT VEEP HOLES RA.W. ryRY T.. _ _ _ POND 5' 128 129 131 _ �_ BU FOR 128 127 WIDTH VA on 129 126 REAR T _ -- 127 6° V/TOE MI 128 RUtNING WALLY _ _ 126 130 INV. 127.40 12/ 26 6.6 HOME 130 127 _ EXISTNO MOf RETAININ WALL 124 _ _ 129 126 124 r (DT 0TH TO) 123.5 _ 126 129 123 -12 _ OND DOT M 123 128 125 122 725 122 128 127 20 Alll 126.60 _ _ �1� )�• _ _ _ 124 121 _ - - -- - - \':. - - - 27 121 i 124 RETAININ WALL / BERT / 120 Hu « _ 1 23 129 (BY O1H ft5) IY 1YALH & 23m r0 5E U URAL OPAL INC9 OR IREO FOO6N0 EUREDMEI6. `" N PO 0 0 -ON 119 61 SIXECE ONTECN:f/E rBY \'.,, -` 122 ITE OF SLOPE 716 UTAIECK XEROX,` - q x 12$ 122 178 _ 125,50 117 121 _ ._L \�'' / - 117 121 - 124 116 _- _ \\r. 120 AKN OF a OH TIE q 116 123 720 119 EN r0 ST VUPAL 0IU NGS FOR IC IREO f0011Y.0 EUBEOMENT. 123 HORIZONTAL 11S 119 VERTICAL ^w I° 2' VERTICAL ..� �I" Y' �� ME TAWILL ENGINEERING= INC. ENGINEERING DESIGN GGII$DLRNG PERIAITINO CERTIFICATE OF AUTHORIZATON: 6625 CONSTRUCTION DETAILS = R-oo1 4' RVUNG- INSPIRATION TOWN CENTER. AND EUXCIRY HOMES n''e JULY 2018 t��1 ID J. NLL, P.E. s TIL¢ ol, m, IN JYj N: f.S. 1�71-�_Im�I_� 8' HIGH ml CE ORLANDO, FLORIDA 32635 TELEPHONE: 407-399-1161 FAX: 407-666-4412 26' 17' V ■� 1 �� I7•�IMEN�IN N . NiENMICf 132 130 WITH WEE HOLES _ 130 132 (BroTH s 131 128.50 PITA 7VRHPF RA.W. ryRY T.. W. LUTES RETENTIOq POND 5' 128 i-' 1 131 VERTICAL ..� �I" Y' �� vcrtlltAL 1 _ [ v too,CINL TAWILL ENGINEERING= INC. ENGINEERING DESIGN GGII$DLRNG PERIAITINO CERTIFICATE OF AUTHORIZATON: 6625 CONSTRUCTION DETAILS -- R-oo1 4' RVUNG- INSPIRATION TOWN CENTER. AND EUXCIRY HOMES n''e JULY 2018 131 ID J. NLL, P.E. s TIL¢ ol, m, N: f.S. 131 8' HIGH 6' CE ORLANDO, FLORIDA 32635 TELEPHONE: 407-399-1161 FAX: 407-666-4412 26' 17' V TEs 5' NiENMICf 132 130 WITH WEE HOLES _ 130 132 (BroTH s 131 128.50 PITA 7VRHPF RA.W. ryRY T.. W. LUTES RETENTIOq POND 5' 128 i-' 1 131 BU FOR 128 127 WIDTH VA on REAR T URD 127 RUtNING WALLY _ _ 126 130 26 6.6 HOME 130 725 125 124 9 50 129 124 r 123.5 _ 129 123 -12 LED - 126.50 123 128 JEM EM 122 \\.- 122 128 127 20 Alll PVC LINEfl _ _ �1� )�• _ _ _ - _ 121 _ - - -- - - \':. - - - 27 121 i RETAININ WALL AL4 BERT / 120 126 \ 129 (BY O1H ft5) IY 1YALH NO NOVEL NO iFIJL 126 _ 119 `" N PO 0 0 -ON 119 61 SIXECE ONTECN:f/E rBY \'.,, -` LLc_€SE.N 716 UTAIECK XEROX,` - q x 12$ 178 125,50 117 \�'' / - 117 - 124 116 \\r. ZS.O.W AKN OF a OH TIE q 116 123 EN r0 ST VUPAL 0IU NGS FOR IC IREO f0011Y.0 EUBEOMENT. 123 HORIZONTAL 11S PINJD TOM1I 115 __\.. '\ .,.- Q) B.O.W. = ARDS OF p ON 11S FfiE W ii 4 FIFTH T' STRUCTURAL INWINOS FOR REQUIRES F00 NO EMDEDME I. 114 113 20 MA. VC LINER 113 112 112 HORIZONTAL I" - 10' VERTICAL 1° - r SECTION D -D vcrtlltAL 1 _ [ v too,CINL TAWILL ENGINEERING= INC. ENGINEERING DESIGN GGII$DLRNG PERIAITINO CERTIFICATE OF AUTHORIZATON: 6625 CONSTRUCTION DETAILS -- R-oo1 INSPIRATION TOWN CENTER. AND EUXCIRY HOMES n''e JULY 2018 ID J. NLL, P.E. s TIL¢ ol, m, FLORIDALOUC. No. 35D45 C. N: f.S. 6312 BUFORD STREET / UNIT 702E 8' HIGH RE -CAST WE L ORLANDO, FLORIDA 32635 TELEPHONE: 407-399-1161 FAX: 407-666-4412 CI'T'Y OF OCOEE FLORIDA cr 0P SI DATE 132 WITH WEE HOLES 132 (BroTH s 131 11.1 PITA 7VRHPF RA.W. ryRY RETENTIOq POND 5' 26.5 131 BU FOR WIDTH VA on REAR T URD 130 HOME 130 9 50 129 r 129 -12 LED - 126.50 128 128 127 EXISTING OR DE _- _ - _ - _ _ - - -- - - - - - - - 27 i RETAININ WALL AL4 BERT / 126 (BY O1H ft5) IY 1YALH NO NOVEL NO iFIJL 126 _ _-_- / PO 0 0 -ON 125 / 12$ 125,50 124 / - - 124 ZS.O.W AKN OF a OH TIE q FKE T 123 EN r0 ST VUPAL 0IU NGS FOR IC IREO f0011Y.0 EUBEOMENT. 123 HORIZONTAL 1" = 10' vcrtlltAL 1 _ [ v too,CINL TAWILL ENGINEERING= INC. ENGINEERING DESIGN GGII$DLRNG PERIAITINO CERTIFICATE OF AUTHORIZATON: 6625 CONSTRUCTION DETAILS -- R-oo1 INSPIRATION TOWN CENTER. AND EUXCIRY HOMES n''e JULY 2018 ID J. NLL, P.E. s TIL¢ ol, m, FLORIDALOUC. No. 35D45 C. N: f.S. 6312 BUFORD STREET / UNIT 702E ORLANDO, FLORIDA 32635 TELEPHONE: 407-399-1161 FAX: 407-666-4412 CI'T'Y OF OCOEE FLORIDA cr 0P SI DATE ea°,a D' Tnanwa:v.n.a ","qa �IPn - nee,nMn n.. IYIAPI 3{ AaAPKa,'.p d lfinlW,p✓.ib) Vr v,oakH roto n 6ea NdiB xbiea: I. �+t wia NM leb%M wbnrzldeaysa,en<w.v,e,Wrks)la u:^u:w+l°•ae-'n'uatwiramasmlxnna Faa nt �,NaFll`x°A¢16'.w'iPi+d�e,nnenarcrvl )4ewd 0.�w'rnevpas'il IXoe'vowee)m.M eF an M,llrtmR. iw,naroo�°..wlwira�.a`,w"aw°µ°,,I u;PWr,� 'fin„Mpr+ _ ,•„I e. Omurasxw NaiF,nrb mCaunmA [,6N� UEiPIL CITYOFOCDEE NO. CONSThWTIOR DET AILS UT101 1”. s'.'oMT,e,rc11 r OATS Jen. 2016 SCALE: Na ® w w'Y �ee:rse:oa Imzynal so ��t�fi fWIF,:rv,omeMYmm r �—IMIu I Int\< :l l:f Tj 11 fl, f ✓1J l •� ICm,ngAup ss t 44 p m ��s a b a— fe�Uq� 'Y i nbf[y. C,a6aniLVX ..—srYax f.Imlu:IwagvabuM iw f+.ann:enanxl.vez, nvkas.rnesn Pea.¢, n NVJeSm:ndJatltt. weM1A.a vvvmertwlW ¢w,srteNbFJhnSwJNJxfiYA, ,hWNb)W rna CETAL CRYOFOCOEE NO. COOTHUORON DETARs [1[1[1 unoz caznmarnan4 Enaasem.m DATE:--Ap:a RD10 fiCALE: Ne u pw.wl Nm, q. emera, w e 1a llwn,<PrN uw,a w. v>Ju aeew: Wnwxa:«a.vwP,<.a q.n,:Pgaa.ybwwJUNawr•Nnep.Eem..,aoa.•w,am N EMM(a)atla bXig Ma` dvb,utl,mwNaunb a¢n,MLy „ag0vfba.�NrA IY tiir ru`a ¢.b o WJiya9waexaih,< Nn vM ry an cy.,ary vvvsq uio )uui'P pn M1)v a 4pe A. Neurc%nY<N p}aeM1alMekuYy xisvwMf tgablwr'pa uad euxLs a]vMm G ee', �uJPmuetlwnenN<Mn eN�aow,. ea.vaiios'uw°anww„<rm• PVCIHDPE Roelmint Tebla Er+l6„c� oer.�y11f111oJg n¢,e.maa WeoIFAWplN Re,gs ^ii�y��}\• la•e0•BarclIcfis102lNOIt11111' 1 FmNaa I / / Ppos¢. ”IIM'A• ..? ..10Ooliaa INSPIRATION TOWN CENTER 1)J U0'OerA I6 /— u pw.wl Nm, q. emera, w e 1a llwn,<PrN uw,a w. v>Ju aeew: Wnwxa:«a.vwP,<.a q.n,:Pgaa.ybwwJUNawr•Nnep.Eem..,aoa.•w,am N EMM(a)atla bXig Ma` dvb,utl,mwNaunb a¢n,MLy „ag0vfba.�NrA IY tiir ru`a ¢.b o WJiya9waexaih,< Nn vM ry an cy.,ary vvvsq uio )uui'P pn M1)v a 4pe A. Neurc%nY<N p}aeM1alMekuYy xisvwMf tgablwr'pa uad euxLs a]vMm G ee', �uJPmuetlwnenN<Mn eN�aow,. ea.vaiios'uw°anww„<rm• PVCIHDPE Roelmint Tebla Er+l6„c� oer.�y11f111oJg n¢,e.maa WeoIFAWplN Re,gs P:pgs4e la•e0•BarclIcfis102lNOIt11111' 1 FmNaa Ppos¢. ”IIM'A• ..? ..10Ooliaa INSPIRATION TOWN CENTER 1)J �J 6:1+!%W'llesYr'asirt4'an nvamm a. aa:k:anN MVW nsPmWblwwNm Izf wtl¢x, v$uatxeM,aeuwery). PY I.tiya NL Fry e:u4uM pm wvasv beton aResN. Mil¢ weyNkQnbm'-Okgesw,auevab 6. i6dN4��.Mf up NmMw a•' YLaIMA,dswvYN /v'W pNSannNw¢•W nk,n EemaEWaSMpexaeevwvWdtla b. a{vawNnxgNFNniAneeaNw&S ka aTn Pry as awnb)o'RM.rvlunlm.:yv,eamO.enc� n'eunrn,n.a: lw naa, we wm�' ee 1 ,0vnA evdsn,rsv.1 rN;"v,kn ani6ex+.fidNPn A„panl J.>,wq:.m":,vM aamrnmaa,i *ter s�¢wwM<n >aEL6NENNaN ,"n«wn,m `„ �"N"Ya:'m:SPS.,:"a'),'raa+"wa�'a�+wlaamepwae.ieab p99NVEM 1. a'm xts. nv1 ,w4J ivpvua,wJwgawkPFalap've. NIB` T,.9m6'i.wpwk'A�Y.aa NpN" nfpp wnwp Irvwula•owekppeoA xm ¢<mN bPw'aµ.. fli6. a WAnXWOiA,ENo)E 1,I G{Nm wa�kRa,W uN 4ull-'P- 11 Nv:01YN,zdq. ). Wtmlp YN dcleuibtl ,. M1v vYi ra .W E)an onlivW'u a4e+�WyNe,q+xn,l�af p,e,y¢wWM nMpfieKwdtoA NF::y+4 Nn naarnJ N�Yv W,rcln YaaYq. ,�:: mNnNn�N1,PnMP��, ::'yWe4.,...,esn..... 4 n nne[n,w J4n:vuaefidv d:v+lvxey' a, vNnal E+:eiYv+w6xYesvadmm!aeM¢IH. 0le�sAuvm�NwauMsnv Wnabb,annwN,man:nrta i+'l+Jef ngras, fio INmaav�o ov¢eaanFpa'a, ",'sere— i�� wiswse�.awsnfA..) Pm 6Ta0 bMeM%HNYaae,nY,iNb¢pH x'+:4 vN e. pkeWYli fMamif li NeiPavrab)PevryJe.wx,'muavpeory DETAII. CITY OF OCOEE NO. err.-aUCTIONOETNt6 Uf105 OurC,a In PlpO Y ne)4eI arp'a ONE: J)a2016 SCALE: Na or[e, v'�,'Ium,z�wa.�✓A,: e,'p'F�E,¢: �-,"""•. w"P,+aa r,aeu h rb. [am.¢+f*A,eq ov p1ve1 w J LnQOr�,N�,e�baem',i runalY,[ur pzavlrryxdvien'¢4 . i„i1'"aa�"°',':mu'utexf ¢.a Pb=MN..w,.leaw,l,ape.n,+r ter... a,,mapp�. �,ma..en Fwrcw.,�r+naa MAL CITY OF OCOEE 0U. CONBTRUCTION OETARS V1112 l,adnOVlnn as bn DATE Feb, 2018 CCALE: Na "tlr.. -A D.LP,, Table gR:aslminl Mln!mlmexl: se:oHFwNnla'48bae D)a�is.e61 1 FmNaa Ppos¢. INSPIRATION TOWN CENTER A a JULY 20(8 U0'OerA I6 2) J2 >] 91 IS•OenU i 6 11 IJ 10 30 221(2'0an6 fi fi a ) B 1U II IIJ'0EM 6 fi 6 0 b A) N 01 BO IJ) ,erx�olTae M1v vYi ra .W E)an onlivW'u a4e+�WyNe,q+xn,l�af p,e,y¢wWM nMpfieKwdtoA NF::y+4 Nn naarnJ N�Yv W,rcln YaaYq. ,�:: mNnNn�N1,PnMP��, ::'yWe4.,...,esn..... 4 n nne[n,w J4n:vuaefidv d:v+lvxey' a, vNnal E+:eiYv+w6xYesvadmm!aeM¢IH. 0le�sAuvm�NwauMsnv Wnabb,annwN,man:nrta i+'l+Jef ngras, fio INmaav�o ov¢eaanFpa'a, ",'sere— i�� wiswse�.awsnfA..) Pm 6Ta0 bMeM%HNYaae,nY,iNb¢pH x'+:4 vN e. pkeWYli fMamif li NeiPavrab)PevryJe.wx,'muavpeory DETAII. CITY OF OCOEE NO. err.-aUCTIONOETNt6 Uf105 OurC,a In PlpO Y ne)4eI arp'a ONE: J)a2016 SCALE: Na or[e, v'�,'Ium,z�wa.�✓A,: e,'p'F�E,¢: �-,"""•. w"P,+aa r,aeu h rb. [am.¢+f*A,eq ov p1ve1 w J LnQOr�,N�,e�baem',i runalY,[ur pzavlrryxdvien'¢4 . i„i1'"aa�"°',':mu'utexf ¢.a Pb=MN..w,.leaw,l,ape.n,+r ter... a,,mapp�. �,ma..en Fwrcw.,�r+naa MAL CITY OF OCOEE 0U. CONBTRUCTION OETARS V1112 l,adnOVlnn as bn DATE Feb, 2018 CCALE: Na "tlr.. -A CONSTRUCTION DETAILS D)a�is.e61 TAWILL ENGINEERING, INC. CIVIL ENGINEERING DESIGN • CONSULPNO • PERMUTING INSPIRATION TOWN CENTER A a JULY 20(8 — CER6FlCATE OF AUTNORRATION: 9626 AND LUXURY HOMES FARID J. TAKILL, P.E'ne. •uu a N: GS. FLORIDA UC. No, 45845 6312 BUFORD STREET / UNIT J02 E ORLANDO, FLORIDA 32835 TELEPHONE: 407-380-1161 FAX: 407-668-4412 CrrYCFOCOEC r 15 FLORIDA DATE ox?I o aa. Nee'rcW,AM. x4arie [Kap¢nsa3ulPaet ore �imvvi"w'r9✓atd...,...{Yv+wree,.:...n„:d ',bw.rwxa.aar tl.rmanr an.,vmwnva W[[.ebiFpo n.ato. oonlrp=.dmw:m.,%.r, 61w..,�:�� ° :roinwuew r.,nw, .vduw xmmwamna:Wrw .. rr•9a�ewr�wm m;dra.w,.dWm„wwvorwndwrrw.e ear�IM"uan.Nk. crmnWnd..m%.rwk. _ rv,.wawe.�,m wna.. LL.nvamado.v. .�I„-. nvido,a �n[nuarunrPowr ]. M[N�u J4 Fe Whiee ifi'dm•gmp Yax9.laM��Wlef e. i»w�Lmere!etiwxil[�i. �lb aiuurva w+m ryYnrf%PSC Yvd Lr3y:lbr{Htl DETN' CITYOFOCOEE 110. CDNS111UCTION OEiNl9 Ui11J P!GOLbIo!nz 9epare0vn llegviemonliab!o OATF: Fab.1DI0 9CPLE: lya A r91J� Fual4wamreA \_smncamx I a�yraryzr�:rvfeNeJGu✓Fela„ammvr AY nA�eri :n6 usn day. m.•!a �.l u<H.,nnnmu aavev.oe�pbu'apt. r. w , ae6[nLL.erew4u �i oEl'AR CITY OF OCOEE t NO. CONSiNUCIl0110ETAil9 VT114 UIP.IYCroza:rryl Conaab Eruazamenl DATE: ppr.101D SCALE: Na Wn+Cnyv+m 6bp 11'Iml Ialbll�l�la}s (6wq Wifallr �bB§yp ",flld Vi 9� �el 5 Iseelbb al �P 1e'Y.r'.rn. >WrAgWreh I( nd Cev U� B I[fv1V hl 5iyM 1Ary tlMut IY/�Il SeMea Vlen xN SR,ale AHIe: axwn T� Fr�p(�im rvivyJ II�aW iwl� 1IY *o l'{eR+.Vw/uvLY 5ahn \ � _`b46' Wryi mr+ WWYrsp VIvs A.an 6aWf'Ysd ]}ppky BCKdn NOlE9,ry R. NowMe.Dr�e.baevda4m�na eurAareldrl.exay�rd[Bme. 9. JoilfiamaNwxro akBaryp'Habd aMleerlbea�l{plin.b¢e reMa ew 1. NmkreMakadoV.:m a aaYrd }'atPoef IalUNpred 4'edbe Rnka WU. afp�ll Ny['M.w.n{eomnrxWmelW dabuletl¢Mlw!aEv^p an 3'!9' rynledrtSM. tiraAeurtaWr4re14S.w4KK(f)bndaorv'A mre(aaeeU:n WB'a me.'A eeNNureep or a lx�'-aA 4eMbpR azameM enNlNb/vmsNdxnPra eaoAi mp:nbrama'red. ]. BeMwab+Wetlwger Mletatlm Wa4nBVanamxnlane'lhad5e[kwW tlMatl. mepprrvnl.daedNp(maawblmayhevrsd9n OueVe 4[n Pye. B.Banka[e'xenoAheELe MpMaSNNabr&APwp!. (malenrnllorroWksJ WrxJYbol Do-oreomewrdwlearo rtlm o In.e xv Vw rfefnx) Yf' lWa Wd'dwN Idulryp) yrb,e. Nvu.4ve1®6' V+4:dee � y N IanA .aml 1 Il PVC We M°r rep nN WrxJYbol Do-oreomewrdwlearo W o In.e xv Yf' yr BbyV __ W 1.6' Ye' e yrb,e. r. Ill .IaJrvrlmPa'+ncr m,u +wmeewbryua mKvnm.mvaFa en�.t a ..mrr ,.e.rrWe .r,, dma.<rarrwrw+.e .p,sYl.Nr.m„w,r. u<1aa ev',ar In m.wlmy.leo,yOg Bnnrwfw. r. na.r>n>n..mrne.aw.w ukmrbd,an,.,d9...wwwB>r,lmn.. rOlPe: uaWdyu n W barM1Ylbw.Yxr. N.'n v pa'tlan roWr. M.{puhn V3P.b D.waewy v. my a yewn:n alrvw. e.i4 a maa tx p a mµ v<w wa'ee rano a d ua mm S. Mlwy,enFldar..nlunctur!agr.9na.e. 1. moD.x1�6�IfIN �f.mMFareldwplf Yun R!•Ymm }. vnre�om�'wiral ra man Rrb.:orrNp.�.. v+amry snalnwde+w <,epetrCaaAe kn.aeypavaegma cry t.e e � Wwd ester ��iiivttF� wnSkeW`+n kVl}ItNFI:t � � �4npM NeW1PEl � rN'^En�ro AN'vr V �M:lL9bPW Ge0. l �DUY evri �Pn„,.Perew!>.Nlp, Arun Nel DoiEg: 3 I�eNaa rvublbpena'Jbo�eler P.ErMnlmvrt AlvulazWrlryCepbeLtl9)1101 )B. Ba'w�I8b09)RaiDIdDaM eea�1310130. }. EeNNadNN!MeGnvfWdedpnla,lubbeea mora NanT Iremba4oitw4. 8 oETNI CITY O W. CONSTRUCTION t1 MUETAILS u]d01 slnllaarcmyfipweLon B — — WE Fah8011 SCALE: Ne lera vlpv.aMW awaromwn wF mwvda T.1<'wrtrol� el. v.ALnLw, I:��N.1 IxRera,Hr v.l r a rr !r b A .ma.e Nm� I"noexealy„� "olaa. FaNa[nrr r]'vdgasr Wet<U+rxfml FmNnlO Wr✓3H DEIN, CITYOF OOOEE NO, CONSiflUCTICN UEiNIS UIWI EA[xnvn pReJIxIip vssury mvamar UAIE: !.!v. R010 $CPLE: Na=..eEl” wolnol�e� w No�ea: I. Eumadm2elaAa.«e IXee.IlllW 9arturyeAv.er1•wn'w 44f. i MppV4earOSNrNaAM1MINOIpul Gw valrm:eALbvnln(ufnlan'rvvrfne. 11X�Mq a! v vAirav'4edabma Hfm➢W mp[ae Al weaaNan2d'. u a9�,i m<•INaµvmW Webw a<aew <,Ymanrwx le wrrm ,. muUL^oarop[ar Fw1amVUUAd1ArA9NCRnl fn¢r iB'mrtn�a eMve Ne rma.ar.nr. r. B.WII[me1A'ra[wnuldW ¢Fxlbe0.1'nbroeld:enllnveM1 rmxrvxm Tlz. . XU2[A., 2 Rn c'N>til <%xn) i�via ua�melu��Hb)>.ave;ayen+ro. o-weaau a�'ra.awmvr/raNawm.wyA,e<np+xw O .t.1 bsv"�'us a,m—T rr„ Uw Wgerpxn OaW araoyr<NvnAAracNmu,!W mcJau vyy tirv. tl¢rmUilm[vaaeMM.4gRrq WC<,r<F.ui wlayalv'a A'Ne•1+^+!I[.xsgmnnw. e C�.ni.lYA 3+q.6 Mn+m Irurhw.vu'MN6M.un rWVNrdaYwl'F+YItiAmntigAb11I01lIIIanNAr/l. na 1: "u":e L°a"•mw a`uv i°oarm.,<eraw.w.,x. 'AiTc,er RxemlL. . r •R<aAaax+(unnl a. YUAW M1r Pa ha,alw Rlrc»pcYnwi N«r^:v. :, w".A..i<"w°:row.°I�xmyr�'aaEa+rNmwr.,aeela ea CETAA. CITYOFOCOEE IIC. CUNSiHUC110NUEiAILS VLR02 $IOMaYC AIanIWe Rly aRa cwrAr Mm. FA6. 8018 6CALE: NU meae.a �Imianx $e:w`$v� wr,vnti illval vry wade „•�, ,A�rm.��nN�..e.,a f. Aaampv/Avperarv.eH larwvNvlolewuulevNrneanekv:rN¢R.v mvvW ew vb•trpvmuN RnLrNUNrmUbh�•»aiW fi!rymYlmrxarvea,dvry Wvaan � +p�t%�wfry sy nawm+ <pwa'sxe llcprms /I �l+i�� :a an u`ve•I' �w`Yaaavienuliq.lm..wy,raruq.w 1 wrpeleS.vaaevaxabue6an tlGfrtnnrtn ran¢nlivrnlmno'Mp«I+WNMrlaa 'u"whm`.--+:rhe u..nwm,.�we. , iienw[Mwlx la err Narywx. wN•rxeaw n�w`:'m'u^'!"�a+"du: m:wi�`"rr«a p. a'li„m`"ram`.e mµa M�,.ruar/r�rwrammw.R as a,e..l,:eL �pneTm hMe.Lv ,aMueLrtwNM«gamnyew CETNL CITY OF OCOEE 11U' CWl9TRUCiIUNOETLm Nt3 OCTA Tangvmry Jumper Cvnne<Wn OgiE: Aup. 1018 CWE: Na cmar iq fl� 1.R FlUSM1U Fi:Wu � SP+1e� VSFiW wp �IaMerre/uul w• RHPan flurnsWmiv aawy �`I( l:f: I+�me�waal MUtPA U ei<�ia.V¢"na}M [y«•Jsa'nrla�w i WlGaS�vJIW Rm wl �Wr<rbW+l¢wt+A+r. rr wN wp K»am N wlaa, u a'i unA 6Teue c r'M1iq'.ImIW. wvrW lamtrn.,.vlqunromus'.m mr. i Lw.davwtNlaurgxm'a/dau<•proAv<«+r (unegma INa<mA e. Urnex YrFW nnv l.w U1^mm+.uav9 p'+M hJn. ..mvi"�'"«:up'iN:m`N•Ia� aeHP:+:a. r<:•:�ew+a w:<mwmz CETAI4 OITYOFOCOEE NO C(hysTRUCiICN CETNL$ LRzaS Wrua6Rv[eM�p FlanM1ae RmuundvooWq cuYar CATS: Feb8010 SCAtEI Na _ rra,ad M.aewq I �f / U m� nAerermlwNpw+l P a/ mexrxalNaw,<j aar+ mrrvsFYaM�N-+•mr �_ PcvlDst4sl IorE9,. ��+sv z. gnaaeaNAmaalurya[v eaxue�een�a<ehmpww,yr.'..eemanma[. w�o-, muAmaNw,morw<yee�Amv azd�mmm I .,a mllese�N:oTlwm dtrMU Ii N, IJ Ux ¢e[ArImVJlaupanla C5ynenaeppvval. 9 NmanCtlnxhen eny XYoh Mb Nemslw'ennAee IB'ahatlrpuYaeartp O. AenF4+ealalmpentlUmle lleFdAM«AaaM[anfquaa.CMe Yami[un WVlaNa vvm ib'Ia+A'. UweAMlnwNgmLdleFeHi[PuaweUen Ap{^o»Ib/Na COy. 9. fleuA4N.a«[mvlwv'v[IW aMGApn.,nMb rhGMvnvruuL)6waxW olalr La,eYrimw,«nrolo IIUINN'<M:er.wappm,vHew2 is aa�reei..:��'p<o sx eai w<m•AYCMn^u�:ipa.p[Fme.xneynl Nanw'. 9. A+.maearerwheaelvramaonemaw�p[awpammoolweehowe F. ^etn p6a Vmae u,parHaraar. B. N.eami hpneW[I[ve1PWe•(fpaamedwm eMfapehgha M'rapW9au'e6 UETAIL9 v.fw Isarm—� \ a PahrNWW� 6 •J�vmw IAavr Nw' Frivvly Eqw rJi PH io HUme v<TTTIVy � To mo 9ea5G� Xvlas,, eaantl L� NW rdmre+r.aarpaNAeasUrva W. e, y,., rex�ra A, rare wr a s. F'1 m1``w.s Na .mma«r»dc�Rrr..,�amnw,x_a.m CETNL CITY OF OCOEE NO. CONSiHUCTION UETNL3 NT1UJ SeM[alnlervl ME AIm.4oiB 6CNE: Na PROPOSED FIRE HYDRA ASSEMBLY WATER CONNECTIONDETAIL - 1 WATER AWN KEYED NOTES u INSTALL B' DIP WATER MAIN ANSVAWWA AS 1.6110151 INSTALL FD6 TEE n INSTALLWTEE O INSTALL W" V TEE WITH 4" GATE VALVE 0 INSTALL? BONED DETECTOR CHECK VALVE QO INSTALL FIRE DEPARTMENT CONNECTION INSTALL 4'PVC C 900 OR 15 OB INSTALL TWATER SERVICE CAIN POLYTUSINO QO INSTALL R' RPZ BACKFLOW PRESENTER 10 INSTALL Y METER 11 INSTALL& DOUBLE DETECTOR CHECI(VALVE I] INSTALL W GATE VALVE IS INSTALL 6' PVC C 900 -OR IB 14 INSTALLW-46'BEND 16 INSTALL 4'-05' BEND iB INSTALLW'90' BEND 1Y INSTALL VA- REDUCER 16 INSTALL B'xWTEE 10 INSTALL BXCREDUCER ® INSTALL 4" -50 -BEND INSTALL 4"DATE VALVE WATER CONNECTIONDEYAIL - 2 /Q r um RI': Pub t(cltt a 01mErs: mANCEs \I I'I: /0 - / i; r� n IF Q — -- _L /-rte-_----- Ve. \\\\ I ( INSTALL TEMPORARY SILT BARRIER FENCE. CONTRACTOR SHALL MAINTAIN FOR DURATION OF CONSTRUCTION ACTIVITY. "TRACT T"3.988 -t ACRES ACRES Lill EMsnxc RETENTION PoxO /III�I' I l EROSION CONTROL PLAN NOTES' (CITY OF NTION .Ill / 1 5, Tempemry Seetliis and W Wnq GµNER: HELlEft OROS GROWS //IF M emilm AAMAi h II be sede,tel b Ue CKUrutar and Sla ¢ 1 e Ince El Let lot within Um oIte lob \\\ / Pan s a Y P a a e eery fflslled In 4 / Cc oaa er shall Hooto Rsasoma see aser to LI Re tm,mpotl of above, zha aI& l WIt....No msl,hi of opproAi seely 2 hue / /, I IFIP I IIII0e pp N tie, of the baj a e nlxme and wnaonl a, Iroua me44ear6 al moi<II malertd cul r�o In> aaM o� pie III Id ttea \\\ / VACANi C-3 Thal ma eusidl9 Fdor 10 Ino comm! <em,nl trvdiw,. ITT, to a III el lour Inches. (dtt OF BIGGER) endHle. at be soRslled US, letlgl cCDw' kn (R . NoTI meet ol / / BANG : HELPS OROS GROVES be made to Presena Ibe lalegr It, cn0 Por Ily of <� seditssit B. Tempore y GmsYng bol slope doso" d:n9 pter a, e c a hed to ee�o th : qr INSTALL FLOATING TURBIDITY BARRIER % / rlt��'mrixis,l the empor YW th,zaln9 e...'s....Hd ie to., P—,y Pt°I�gnl'' m�e°:S a; «�'I°tee°%oxareNpll°m�°,m 9'�,I°mY lobcendilSlaelI iadma Went pt UR spe<Illwiton. ¢eleblishm"I of o good ryas weer. St BRUTng Moletlol T, iempaary Regressing Ito exmwtad —10'0 hal be em kpjf. to auto u mcnner ns to If IRIM Twrl7en doe, pie tem pormY acs¢d areas hero nal ouc'nea /A/ 6'Ied mneff d'HAE, e t Il pro'A a I (I a Into any AdOI role, imam o 159 good m, II be r'avked and bad, or Ho.,. e''.III,tbI too I,, ee�tO'd seed app led ainlenl la WIND, Ue de l e� Med 2. SAI 8.Brale 6. LOW... I'A IDG Genlmda Otot pmvida FOOT Ilea III ITT lance around Me At leotums I Ma raq t shall be'm R to to revs.! erosloo V "G �•® . / pG reek, of the cenalrudlon area t I P[ . a Bmlme. oIw :gym ea maammea da(,Ap 9 eta of the J. INeI Pmledkn cem4udlon so m to londion pro'GlY HPAR lbe 4...Pul of s IOn¢o19 Adelds the ]'mit, of 0a pro'pct. Inlets and <akn b"Re sppall be 1111 ed wIU I,ohU Ho ba 55 l0 8, f.p.O.L 5londords I.F. to FOOT A nde,d hen sedlmem lad lotto rant uail Me «m Gm of ae canswoleu'I'Atione Idol may wnbinnA, QYB to the ART. SIT border and Intel protedlm sho'I <antam to f00T Iadev 101. to.. I'G.tims A tem Om Suadv Con,Wdlen Ile xtl b In rated t "I'm 'CII tlaq na P Y 9 alter eoah rcNlall 9reolep mo0.n ensiles. A tau gauge xl�i ba m Ar oUen¢d pB Ibe ow .4 "I'A Met aeii ,nal are not site la measure Ue mini la. a ted l b dresses tR Ire Ilnol 9 et re W x'11lnl sbni be seeded e,lh a RII'k To 18 s ped s AM1I'k R ( 01 Do'Se an ... I..oror Uh, rtes to R,kb Its 6 p lea end wBI gp�t to <a !e rlili�n m� \' edln9 sh01 A JD �P Per aa¢e, pe'manenl grwsnq @e tote of \ \ 1 I'I ((ed,• `\� TAWILL ENGINEERING, INC. my CHA. ENGINEERING DESIGN I CONSULTING • PERMITTNG VAI;i— ON: T� \ ,\ \\\ CERTIFICATE OF AUTHORIZATI6625 „B P . \1 \�\ \\\A 6312 BUFORD STREET / UNIT 702 E \ V ORLANDO, FLORIDA 32035 Ro TELEPHONE: 407-399-1161 FAX: 407-660-4412 ON iEsLL — ADDRESS: 1105 PsAYN ROAD, OCOEE, FLORIDA — S11E LOCATON: MAHION 30, TOWNSHIP 225, RA HE 28E — NATURE OF ACTIVITY = CONSWUCR011 OF 75,670 S.F. OFFICE BUILOINO — LEECHING GATER BODY = NO DISCHARGE OR OVTFAL (TYCO 100 YEAR BACK To BACA STORAGE) — STORMIYATER PFICATTt10 = SJRWMD MID CITY OF CGOEE — TEMPORARY DUMPSTERS SHALL BE PROMDED ON—MIK FOR DEBRIS ANO LITTER — PORTABLE FACILITIES MILL BE PROMISED W—SITE FOR SANITARY WASTE —No FERII112ERS, HERBICIDES AND/OR PESDCIDES ARE PROPOSED — NO TONIC SUBSTANCES ARE PROPOSED — 110 EXISTING IVERANDS CoMSITE — POSTING SOIL TYPE: SOY. ZOIFO FINE SANDS, 153 ONA FINE SANDS, 58 SLORNA FINE SMIOS — SEQUENCE OF CCNSMVCBON - PROJECT TO BE CONSTRUCTED IN A SINGLE PHASE 9 — OMP - SEE THIS SHEET IIy — PERNIME14T STADN2AE04 DESCRIPTION = ALL OPEN AREAS SHALL BE SODDED AND LANDSCAPED I p I ! 11 �►Ip Ipw@ I p Ips e I II Ilk � I I k I I II I p 6 II N W E 4 $ aIWMISS, IWC11•eoeEET LEGEND ------- 0 — SILT BARRIER FENCE — J —� EXIS77NG DRAINAGE FLOW s)„mbe. Gore, (BAD O •. - - ynmelm sok, OfPJ � `.. PRRM( INLET O Oil</r IW OP m'1<ll CUA aril Gullet �—Rxk Poq, ales. Np S.'O�f�EI_INLfZ rynmetk GOITCHOlTCH BO�LOM INLLIN[f PR01G4•IlRd' A�OUMD INTI S�UC 1 RES M1bfe: M[Aor LMer x'iIM1 1 sloNee per bate RAI TYPE ILII SILL FENCE N.F.S. EROSION PFOTECTL0 DETAILS PER f.0.0.t. Nt0£X No.. )GO N.T.S. Aoko,l PVC Gonne " 'A, u., (aero, Cohn' boo-ee) - Po,1 ' zt 3 Prirr[a I ➢o,l ➢oil4'en (Cenfeg'YO' Ioxord flaw) mt<r sabnp zrl ]row sear o" �IB Di R)tosl ReA(q<eJ � d `IO Oe. 11)lon fleP(meeE PVC fabrlo (]00 pal ie,lA S4psa plole fl'om.amend Gena PVC fabR< (dPo psI iesl) MIU latlnS Gwnmy TYPE II TYPE I =5' be, (1i11e Papel Fa' Do,., V 11 1111), F,.TV S10. Mdeo.el 1-f III, OAAR, M. CeIrF. L, iwo12� P.",I I1. Be1V ed ix TON<I l.e G epte� Th n i'orFin Tha l".. 0, ""we AI. DOIe,mAts By OF ..... IXAR E, COGPONDIIS OF IVES I MID 11 BAY OF DOW CII CEIIRGAL W pRCImETARY DEIKUS. ANY 1NfbmGEAVIT DO MF PROPRIETARY FRT. Gf 115E OE RVIR COAL BE WE SOLE RESFONAONTY OF THE tICC, UDSRNRONS PoB PPES I "WD 11 All BE AS APPROND DY IRE ENa11EEB. FLOATING TURBIDITY BARRIERS STORM WATER POLLUTION PREV ENTION PLAN INSPIRATION TOWN CENTER ('c —l... AND LUXURY HOMES PANIC J. TAVIILL, P.E. FLORIDA LIC. No. 38045 Plo,tk FOwn , G'U'.) (i' Ws. I8 001 mT. JULY2018 ,,, 19 01, 21 20100203580 Page 13o122 20180203500 Page 14 of 22 20180ogr50e Pass 10 of22 20180203908 Page 18,122 EMBIT"C" Water MmaGemenl Oimid ("SHOYMD") flail be provided to Ne City for ardow ant 5. No prion al ll undomA, land clearing or ten.....I of any polald gram S"Iim U, A„Ochdon Sppmroi He, to pJoin,, films Porton Milepromny, wllhml Rawl obtaining a pews Wm the BUUdeg DepaMmnl. Thee VW ofpmlarlW con.rd tea child be mWmieW to Wa mvximmpw o could slbla and no aulAadealloo Asti be 1. Th. Associate. shalt own end malmdo lit am onsOVAve9ovnr. 11. Pads, for 1.lvidual lob shall be povidod a..,a.,. wish she Land DavelopmrnlSraniad 1. remove a ha if Ills Owua, Jim Davis Oke mmmmbe rami to Feature Code, llwhervundls, 2. Mid"loalionofmvtn.1,and,fsediamnff Iing Napwpenyandlinuludo Secgem A. C,verel am be adN OSHA yellow N rotor mJ a blue rdlaNvo maker 12. diall fid rand 6, The Wal gilding Tim will adding emda on indlvidmi lob and I.cb Ne Nilowie, pmrliam: I. The City ofOc«a, PlodddHim "Clly')b subject to the femw, pmvidom ed maldcalam to In dmllbevR�nW lm Wa meetON.cwl"efWalma dsetl to each lD'drmt, wplasm,o"figa wntdning prol"IW was wmueh mpmdbla, W, esIll,ed. mllmi and o,wusansmmb far I. Pmv..a. of Florida Samoan, Marks 163, mmemN, moalmle on the Irmmw of building peWlb order aside elosmdmcm.'Me City has no mull authority to orampl any W, The Own,, affair had shell be Ihlc fat lmidlln rwpm ,s 7. All lodsmpo.rel will be hdgalW mdhvem aubmallaminsmsor. a'.I Af ma mmormatmears. of wmmon deaf ,i d Affected. frit, 10 ds so or N10 la mdnbN a wsamnvnb nlalevel dlowNK NaaJequmemalnienmw. dvme mak Itself GOm the application of such siva legislation and n,WNg hmee p y available h the propcng We 1.Ill.pre,am Owmarlon ibr alt, agl Al such Ilene st raven wabr, le m line, Own"ahall W rapomibia f mnn"ilon to lM1amvsoayalem lea. 6eedon C Remmm ,N WNez Ne Ne salt, but lot Wa lony, all It. precision,should re a ehil b,dmfsmanchor axemplian' al mos maul..IAo ti. A...g n R to..l the IM1e Cify. To Wa To ho fi Ndoeo nfla oI. 2. This pm)mt Nall of Jev<IapW In 1nuWVle profs, Yrojml Nfwhucdm shell be � 14. Pomumtta Waaena=tofpmrnlbddo,nii mhdivplea nignoge mmlbe mmlilfulwith li rillcam mttwi, ufiiity mJ dmimgreuemmte eFWlba pmvidd dori00,.A the P ,Ilookm CII ddnk,[edhscO,q Wo CII and Y un a y shall be mtdiW 1, mimbvmfmml 1. tach Na NOally mdgnW mm�eotthe rvbdifdon, Anyaubuyucni change to Wa come ofNe IWeofplelting, fromteAmm from the Anwlatisn and mall bar rmllll<J tum Wile AanereOov to lav 4u ymmame.0 suhdivlclov lvwl bee pprovd by Na City Commission cram Cily. For We puapoewofpayingauch mlmbumamml. all.. of the, 3. Each pFme of pmfml will stmtl on Ilv we with caped 10 pallia cervices (aewar, I5. Tome amQfA, tend Wa Land] Use Plan andt.lnd 2. All uliltla to bo IacW wIW.Aie len fool 111' p ( ),mmmnl a1sn01he Bonso[emF lot MIT be plgcWoomJedstingpaeefed Vaahbapaam'd. IB. PwWlanr colingthe Ch W Y No right, but net Wa obligation, Ie ivaleg slonnwalamansgemrnl,,aew ant olFm,InlW smkw). ob,alot DavdO mol Codd, Na Us.OmoandmmlwdWdswith P Omvlel,w OfNaland WoPimmJ Wae Conditions ofApprovW lAaalormwal. m fee Nam, mull. (recover d. rat Ofiheprope stallconlml. 3, All 11111111, lnaludin lacldcf, mbtw TV, and lel Iona and include Ile ee ry Dona milling oveNtd moil shall ba placed andngmmd ofS'9wJ rdide Monday., ohlfnmimbursemem Wm Na Assodailm, or Som We Um"if(e)Nmovee of writs he iff tonity of recom Coda of Will do Will N, requhemmb oI We City of (koa Code et U,dimma (Ne "Cale'"), Which Silo"ode"), hick 16, (If 1. City) To Ili, mama my IIB staph., oa rsuchli ov Nv pro 0te III be ofam medias has lel commWl or (b) if5a Own, p call eapomibia tori msWlmanw Coda Includes Chapter ISO, the City of (kow Led Drvelopvnend Code (Na "Lend mor to the d time of All such IW ddW01 .aAW bo dralmd N 4. o len foot (10% utility, smileeand dJawu@ comment as nand ofU1e SMS. Developme.t C,da'9, how. .f ocamanw who Ne Cllyot0[on 2npfneuiv091mJveda MmuW, Do stman. s to htrAcd,of right edjeceul to Na areal dghbotways. Sidewalks will only be p1oW O tela waemml If oaredif Is, Pmvt,lanpmrmcepfru am "VMS baron lotomodthat 5. Nothing ypmvivion 0ldha Lend Dmeo menuCdv p much 8edlm R. Trac ccumary rerva Ali. axlsM ^ tlpmialdGewlm bopaefmW, Il Nmdnlmawithout pd city in opmo yarn Alla to Ne Citl N, event OfdlsminNOn art NeMt to am rdilm If cam" Am c'mawWdlowdvem map[ to We enaml expraalyttlfoMonnw.ivermble of wplicillyrdoul on Neplm 5. All dminagS utility and maNlmmca ememmse alldl or for No bma6t of am dpwluuun ,cram without such vpprorel than Nr City may emblem Ivry and mlkd i. adding neo eiBh feel (g') or lerger, (Qatar Ilan ell. Vela ar'Ymsh" line) Awmfian. '(fie ImJ relined by each sammmb shall be mord b the Ndlvidual dol y suswsmmb and ].,I, them wilt rasped Sal mlwlNm ndln0 N, dlasolmion of Na 6. Any damage cewedl. my pulite mmumaraull,tete, wnsWdion ve0vilia mlalm leaned aloe at oiloposib location of walk or rod agwny ills ml be o[ wet ovmen. A miallev, to We project shall be prompt rmcd V Na Owner to the applicable 1W y rep y pp govemmm simdardaat N<Oxneh soil idled expels, WWI a uWaonaiwO@ual VQw mound Nam Vas drd elllInto v Pmrislov W.l Ne Assurlellnn eM1all nl all lima be in good charging with toonrWifal rumaebull'awallm OlnarysmONrndnao aquWllandscopebnPen and wmeet Wa 6. Dreivag<eaummis bdwan lob and WIN an shown for lomtion ody.final Ne FloddeSwmlaryofSlaia, 7. Thad.nae16awmwm BOmahapopenybmon plargul Sit exapid We approval The inside, gfada o. Ivdividud lot, conblm, p drwas tree will be feuded dimensions will bo he. oa the Final Subdivpi0n plead ed Sita Pim and A] beelaod to ,at City reamlremenU, Iocatiowshownan Na eppmvW Final Subdivision PlaNFinil Site Plm. m. oWlai.W as much w proptil, to IQ ... a exlllog PmlmiW lade. Por lob or Gads d. Provision that at lie time of samovar of round of Wa Adormam to We S. All dxblln Wemra ede In buildings, ,• ( g ge, podoro.tid., n. contaeeg pad.td from, then will be no Kreding as mho csnsWcOon an the name araallu the eppovW Final Subdivt,isn PlWl'Ival Site Pim, wall building 7. A Targeted, armexdmle. vroom ewtmml ova mi fmarml mdwaya and Cahn Wmem If pan family N"over, WOCily afwrew Sonlyreform membra, Ne carloads shell rich,,, to Na new bond Ofolredan the mvinlomerm P m ami Nr3WM he NaSWMS,aompadedbY onesandpright, To faMNlw will an./a, tomdfnalW dor to ,r dud. .. of p gmaWallan of We limed p"mlbarls,uWfor tram loltrW[la, mfoamamifimmdo The City only rem Ne,moria eform Suit Infil the such ppro p m yzu@e 1 InwcaWanaft,melle vet plans Wib,TOat steno Nalco rnamd IQ iamdo., dweloymenl rapledagihusa user, exmulean W<mmle,momeble tams wi0sapalle abet mguNg. nceemagmoyurvkm.'tto Indkalamy allcomm¢Ilanis rat atrW,Naldmlomlaha[4e amupole 9. Oevetopmml QMI, re ypabfal to WeteMae Ocv<lapmmi J, Removal of fnlslNg prolmld trwa will be IWIIeJhalas., led dghbo6xny mJ food.. oeww drafted In Nr Final Subdivision PlaM'Ind Sit. PIm. AB adsfa, 9. An emttganay eaaa tw®cot to ala relmgen ponW and ovtt all doinega d bond My nndMnkesoh artedivrmGo. at ffamb QK captain and to pan asmote hood wiWthe Auorimim for the nlWald rmtrnfauch wmec6va arils.. Agrwmol ded,d .. ,S w ea idad a OffidW Ravine Book Page Public ReWsofOamvga nty, CouFur a prohdd ala ua individual late and Vada will bo mansard al Wa Wee of elle plan memama shown harm, t, hardly Granted] 10 Na City for emargmoy mrelenana rll, Pavillon that are progeny owned by Ne City or .1 the, awlew far Nal let or Vas, to Ismail a wbeWmo, not each Vee mads O be rtmord, pmpmae The emergency edam wemml will not Wpow my obligation, boudm, gavmmmml tniRyzbaO be mi to msommmis levlW by Nr Association, 10. NI legal Iwwmww NdudinG. but cot limits to (I) d<vivogew of covnlmro, 4. In am" tomacro Nm mommy advice, tram pmalble will be pronumd, ell reapomlbi111YaflloblllAY upon Na City to cola upon iho PropMY II don ml swv urlakv my nation to repair or maintain Nd didmge, aysson on NO poTyen. am was and roddelom for the propedy;(B) setola oflnmrpom6on and bylaws ofthe "Ammial[on'); mad callowtwe, and rdmllon ammo wilt ba megod for mvlaw by the Cirypdes to my vili. Provision Ams any amevdmml to my pmdsian oR"ling the City or propnyomrzn'wsd[agen(life and SH)wvrmsydeeds, commands and Tree mnoval, No clad,wallS\VAISmqu'vaN,mns,nl,fire is.far fila wok or buUdi.g conaWNm CltY In anlnsWmmtre<omdwlNNe unmdmal. bill ofmle dents to Na AsmW0len, Ne Ciry, ten ComymNor Ne 3l, fohru Nvm lobe edpnd. nri emluW pre,av lately scroll with her pdafio. barrame. Villay giong Page 17 of22 20100203000 Page 1a 0122 2080203580 Page IB of 22 20100203580 Pelle 20 of 22 g. NI Inch Nal now to be ..IW and melnWnad by Na Affmia lme slid[ h mnveyW lO Are Aumlegen by wdmniydeW el lM1a lime ofpiotleg. AspmiWwamnty 4, Uden oWmvisa rpmlficallyprovlOW ram Iho SWM$ educing d[ pipw, Web, mmhles, sWCWw and mlenMon pond, will be awned, opemdW and madras Wby the 4. At the then of founitiil of Na first P.Iimfmvy SubllvpNn PFm or Silo Pim Wh'Nr Napmpcny, Om Own"wUl mop WnJurisdid[mml"volend Ilea oa We elle and 4 good Irm shat[ be padded by am Owl as,,ata of nor (1) Vw per lewfmma unit card pP eWlsdbielfacaomPadb tills insurance 11 Na Asodadion. AsmOt,m, P.De ndt1galilasuib, manncWnWwhofaccommoli midgivild E. Sum, S. Nahvhhslmd og tin mnvayma of No rtknllOn panda to WO Assoaldllov at my the City may, dm requho a Consweadon and Dsalm8a Remained over my Wetlands or djoWnSmnmervuWice". ha usable area of Ne elle will hreduceJ by lesmaga 51 All deuterium of.,mnb and mmidfoaa N deg Na reaffirm, padlan of ftSedlau ma'adysWHadmalle Nll..."peorlalons: 1. find sheet timingIII be momlmald thou We Cit Bulifn f amnael et id Ph Y 8 tP praridom to Na mnhoy mnbinW in thwa Conditions of Approvd, the Own,, andi .do mapmdbiefaar am mMetal.OfeeDWM$ Include, Of ,Jan.. Goods, wtit and vii dmolopmnv oiled. wed be adduced go,naiomal, Prior to oe at No (lot, of development ofmy proffer Ofthe pro Ile Rumored pent', If a Caa,rvallon Dmora WdeW km 1. Polawl tl Draw (6)lnontbv) pIJN Om Alma ofWWplan submllW' Inch Ulna d: an rtqutd, Ne Otwer doll moray 1. Ira City Wa Cooervellon vat UmNage Rwdmend, City. po Prov g providing yheenf.atd by We ClAy. shall hlbimd vat JUIWO�llimbn may 2. Tract _ mount carried through tm pmpMy, Is a pdmte road which will be 1. Na entire MI Or Na Ip armWded and am ppmpdale Vo NefarmafwlJehshWl be npprovfJ by the CllyVrioe to Wa comvymm. hl. most ba laud for pnklo0 ems mod,, puking Not gads owned mJ malnidual by Wo Ammimlon, whh omma and uNiry ewmrwta 8mmm l 1. CetllUmim[Campl"ion b ImuW byhoth Na City and Ira SIRWMO; Cit Sedlev If. Camnmrdai ProlaV will bepmbibadma Naplvamarab, vieep Indnlymaed eRshatparkbrg spasm. da. A. larrog 1 Trucks. Such rotas will bemnvoyel 1, Nv Amocialfanol Ne time ofplatk* 01. mteollos pinta htmJW to ba w.rayW to No A-Imion hem in fact i, fermi ... Hdclmd. III. Provision pmdblang RV art boot pulklig within ft imolvpl,n. 3. fired 118""' envdry light, -a arts women mew mage,,unent LandL ba. mnvmW to Na Assumption; Dmclopmana Code mquWmmh shallW Leonardby the Own" prior to CMl@ala of Ne Uculabsvi xpeaa. yaw Order mel We bsaleOon wlllhrcagwmlLle Cr IN, Nv naiWmNemdmlmanw On Ne ,words 2. All commemld ]at ..I and ado. to Na Mestd Archlkdam( Sdool. Iv. Povplan requiring lei ifpoh fou ori and et ldhvOud unlU, may mill be f tbeyvn that ,lord a Wa grog Prolific. D ouVWr Na al ma tet l d dh hol ureenW film lllehe 6 V itl am dead all.fonm far oil opinlOg cmb¢IfNglo auchliglding 01 twonior..,do Na SIRWAtO otddlhmdar ..,do numbed by em SlRWNrD Lava b„v eemulW mJ here it Lighting and Landscape Packager Placa, Wads velli be pmddW when Nv and commcmidl lot la developed and what will W ana,d to appmml alta City. Demisptr or,immi'a for.mi Aaedlfla 4. NlLe event gobs dvinsWIW O.N,ptivatamadv implies and nudldalon stall nmaplod by SIR\VM; rcmrvaOm'Aho to make efte's1,'he fialsOng amount, but the nmldlnlmnl "'J. v. Pmvisho'Wringadofoot R-) PJvmy foola a all Armfilc's ofmy lot mi W Galicia Vlll. Chet 34 ofthc Ord Caanl Cade far IdammmWtlei a p y moi n" ge y gee Iv. Ne City tem b"n pmvldeJ wish .copy at Na Owmi s propend .NWlrzmdnAhaswo. Wfli....k mmnurz, per umlcnS66 otter land Carlo and Aonuanneds w AoelatlOnuNlnhns. AN da Wmmeyb,madd paid to fired office vwellwmy..Far. mdndevancv plm with rnpwllONeSWM9;and 3. Cammemiil bulWfgiwWbedlawod lanced µ,flue Foto dWnl Findan.far Plan.PUMile. a. Omgc Cburafty dstmee to have ri Orryurl lonaonNupa and pUl<menl ofu"nory,Wqunv IQaadvdv Tom m mgalelow Nr galdammmHlefle. am IQ Coed Natime ofl,to v, Or City has bmnproveWWish wdllernam. ntfmm Na ,soothe 9. Pmuhool will he nllonxd an auldooe pinYSdonM. ,,1. Nell. mdpdvecytenuifnarminrtuyWm. Sub"Comen plm appmrd fedi mutol. All ftarrlom In we Comedy Carlo Chepl" to rs.As of Na Oimar'n prapoto, mdmenowe. with r<epeet 101Fe Q,i, S[WAS the "Caddy''thee he deemed to rete, to Na "City' far pugo¢e of Ws mgWameml. "City' and that StVM$and Wal Na Association lareeponslbleNrWomelnlmmaafAhv9WMS. 5. Openip.m csudyoda Dill bO dllomed WWlwe. vll. Pmvblon rzquldng all tau with idol., to have SgelW rnhadealone Narw Dark Io Peter it from Box trahnalogy limit be ei1alle] and o forrom alai each gale. lot [ler. and 6. All commonorei lmpmvemenb inmluding all,plogmmod Thebenommum, 6. No oubideatomga,illy aedda.test be m0ow'ed. S.A 'Iiaorwashall wmw[I(andaotelr cob toenable construction of lWmvelks dungall.aA,mwall oift"to lar, amvd Worrienll.n pont inch mJ any ondJa escand rill. PmYWmp,veinGNml flesh Dlakup fill Oprovided fonaaA indivduJ umtl scodeeri mall mdu(a (and ercr mseasonably«]inns)inodera IIRmoom WdtlmOboamplelW prim la luumtt ofNOCMificab ofCbmpleaisn for 7. vaNulrs vmsdaled molal We <OVWemld user may Wpwked on Na and Wet nodumpcohlbQl .,inti,,, urdPhbofway da11 wood vaso to flillowdb and mate Nr ycmow who de a whwNhfn mel lhovmrtaponding pllwa. s...m preMseaavemlSAl. t ladidddbpwi. d III ud .1.. tuette Oder pmcomWho let a, had SaOnn C. Wtllmdil100 Y1erFlatl Plain Sedlnn I. SlneleFamiN RaslJenlinl Prolene I l areIN, to AQmonWafeasse for me anhalfIupkcep, iname om,up rxdmlrelymycroust,mNeefenlnaamry,torei pabJlower mdiIm dedcam at a lam ofditmgW.at oftilpbormt. Vda aLhowpeameual Ne 101st Wd, Whmnidawfkaoa Nvliorofdereldo., acral irwrimom kmad mpMlde ruckdoVudWal am wnsWtlWomr, Dealsw«ddinOcdawalm.Sideal Aduraviks will heedmdedeN, core Wm-.,.tbe Sidewalks Loan m and the appmplled I, Nl fielard floor eleallons will aced the DR- Ba Yam dpldn or sl.rmwala hifudioest Ydekled mWamacmotionehsmdnynlm cMWwNaG .flac h.ble clto[dl Iola ion Nof, ver claim di v lac Oe but motion xheee Ne [fill.car,Ificmods' of If. let,G amlmry sewer maga, hail umbo lMNWm,filre.WBeCity Wa it do, It awed mt .hall bamnstrudWel NaOmao[permmenl covstm,IlenAfdJdapi ammo. uew. a.. management piled bye minimum atlw, feet (21), Sece.n J. Townboroe prmlecV camponenb of Ne mmhoy rower vyvtem NaIWa Wa Asawladvn nor Na City no my Ghee rea make,, Somme V. Smrmwats, Recommend Sup. 2. Tho Owner shall amply with dl capsicins Oflha City and cam, himemmmhl NLJpury,hamy,on have Ift'isliry her nrcAdermom, meklenma, upkcep, rzpaie err placemensofmylomWnml,f0a zwiwrysemuyxmm loulW,.�lot. regime mole jacialhn to protea! Ne wellandz bring praarvd and to prevent my 1. All muiBwnliy, residential bu idioga ampdmW of Bueo (3) d ream awaiting 1. All Wooden ad, will bcmRn,ol ago ..]all. 5:1 aide dopa mt. Na ped. dlslmbmn,ellmgem, Orslhar amhudlOnhelosv Wo malwdi wellodlinn. Frod,Ne unils, mgmNesa of squna falaga or normal of rental wail hind, roulade Wa Sardonic. WOrlyaNuJVArea em below tramluraiwdland firmusall be fm[dott(mddll from. slid[ be edfiW) ailmotionrysbms. 2, The dmelopmenl Of alp Inciter will Imrgorob Ne dormwalcr needs of all publhmwda wtwo Na poje[I. dedmg crnahncllm.rallied. lmmWlany WJdrnl to am wrilmJa, to order to mimmpe d1marbmew ofthdomfore duan&...at[.. Openebehtten lonmloma calla at paid atm Inelvitlud dol, shill be Owned ehmlomllyd'Onad. aced d maNWlnd by Ne Asmddlau Seelim L. WnsUmnea'1'rall 3. All building selbacb from oil relenllan u[m ilWl W 6flten Off (IS') Nd fmm 3, 4D mJ plug sla,Om eraatt Impact for Ida pmitdy b ngemad by ad. We mpsfWe bank. lend of BagWomevW demand „ SThRWMD and (he Oar Nal 3, 'Me luWallome Alan of Ill pmjaat will comply Ovid, section 645 of We Lend miida Dole OtlIVIJuil permits equirW Gsm Waa Sgmela pato m commencement of r to cam. Pmd So 618u y prim. s Develo al Cadem Jim Ilii ad devdo t demands, Inlendomll deln,6 y comwdlon. TAWILL ENGINEERING, INC. CONUITIONSOFAPPROVA[ is -Bol ® CM ENGINEERING DESIGN - CONSULBNG • FERMN-INGonxe INSPIRATION TOWN CENTER roLYzole .1 Ill. CERBFlCAIE OF AUMORRABCN: 8628co-olic AND LUXURY HOMES FARID J, TAWLL, P.E.Are i In 111 FLORIDA LIC. No. 30845 N.T.S. 6312 BUFORO STREET / UNIT 702E ORLANDO, FLORIDA 32035 TELEPHONE: 407-390-1161 FAX: 407-668-4412 CITY OF OCOEE FLC ton, 21 21 ^n;11'r_ I�1?lxl . '1U14 _. ,m" a ulr sxs.,:rsco.-Im�i 9 Dvl' .a �,l, al—L 'qtr IEf;km3� 1F1.- o s-, .tv�su6n ,�uwa .-T P Sd. b4U. WNO F- ys O Seo SYS RCCN FAItA^ L) AL SIL 4*'f cyy4LrnyMfttOO�Wy/'WrcI fg wont pupppa Ta 71, J 4 9n1 OvluMS. ❑ WN"Ifs Nona a`. Wpll • ® ", NONE„ W" BENCH x w r- Dumor, Inc wx'm.alrlo n. 'p '51) SERIES imn. T.0: 0a1112'WlNolehn PA'11059�0I14 K..nda ARi a uWRAPjo 9011. BENCH .s I�) Ah �WK SUw.. r ptJB[RtlY, It Vp%p'Km 7•)IIyNl6NFfl SB, 0101011 N� mWom 0110J.- nT• Y59 I - fC m "I DRYXVgt umi1(1) Lf CGIVtiT17V.�.DR .SS Y. P¢ oL ti-'iC, 6 SIL5FAI,VYrkf{Y (J )n fBNPgY111S Ilglllmll¢tl N111, AM 4 -rQs }/4 5zl&711pr'(c 1',-iY�J(a sit fM"A 61 f%11acJ/.Nft4 hcb MRvwIT WPcl YSE0.. a4%PAOr IN c.SIC BU1 .35EVd.Y (:Y)' Vla krAONnE TO101&e,H natl S1UE1-PY P.WRIQ r9Y NWM:C mill (t) I=vGs7/A AI'B%t4 UWl(f) I -VCS /B Es.13x M VCA J/W'$S IUt'��FSU3" 0.4 6VMI A(2V)Po2 1u,t,B,TaTum Wlffl- m' ASSEMBLY IY . pqL t) 10 k YNUA HI[NG11 fN��OriYfOAi. YiE BII;E RACK ASSEMBLY mi sEolm.AM m ® TAWILL ENGINEERING, INC. CML ENGINEERING DESIGN • CONSULTING • PERMIDNO CERTFICATE OF AMMIZA➢ON: 8026 6312 BUFORD STREET / UNIT 702 E ORLANDO, FLORIDA 32835 TELEPHONE: 407-399-1161 FAX: 407-658-4412 o ` 11 I/2u %J 3/4. f%PNR91t.V!(ITR:WL19 F11V10[6: Y) FCC[VIr21E NLY:h550,Wp AT rµ'Iflb. NONE RECEPTACLE „! rumor, ina; 11 - r.ery , re P .p9-ai-Ft4' 4aa 'PP �X (✓2 YIIIWI OrY, PA IN9B 0(U; : � htSaL8lE Slvero'IV4Y LSyW?ub. 2 Wh0.'MIINN A/ (/B'%1YL'C6�Ji0 SITE FURNISHINGS INSPIRATION TOWN CENTER AND LUXURY HOMES RECEPTACLE ASSEMBLY 777c�le.aal xnie JULY2018 N.'AS. ec ZI ae ZII Overall Site Photometry FL URIDq TURNpIKe LUMINAIRE SCHEDULE ENKE ERGY. IN t>wIY6l Na vlgrh SendoLED lxils ]omalb lMeemdu"e dk�kl fmvNaAle RneG'Hdlss4eknmhklly, PemtW 1aM INy 0.aeN.aun 3ww 5y LLrtrn� llF Vhu 1.¢1. "I U6b CUM2M90EN1 "I IE01lp. + IAI° ]sl° O A xa Leo funul9. feo Iao,IIs vmd Use Ise z inMbaroamMnvcaQ, + osanadax meva Q ]91n n zC1a6 n,A 111A v ucxdwwa o Ymmaw°wnwam Pale available; SWW pole 12', U' slack x�Kill Benefits Lllueol no lWA hlk,,.A R., up oaglo lorclhe ,,JWi O v xl olncnEEusvullo no,fwffxa,awox LEo nvr „aEL sew ase vs.¢ CT.Iaela TO sauingz fog. T,,A,T,,eWn NWWd h,.1, fioln h1Wb—,u1 zervla vEv Aname)W ae lmel today... TO loon,,. saLP. on w 9u<xnlcolca KM.+xu xl f eq.lwl.� O CYlnN¢MrawV9UsMe.attmlP . uo 1ywwx 9rm ICeo oss zw O Ea UV.G WCIXCR IIIsx1 tF;1051 I(XS).y�LL STATISTICS ENKE ERGY. IN t>wIY6l Na vlgrh SendoLED lxils ]omalb lMeemdu"e dk�kl fmvNaAle RneG'Hdlss4eknmhklly, miMpfm 6/mhd Ars aT,,W—N..a Immal S6Vya1 LIavIAn AW. 6JyrteCuv + 1.¢1. "I U6b e.a:, "I °devira°�" + IAI° ]sl° U9k 10,1 0.61 Sdml rufiy Ne. C9n + u« 9]m all nal z inMbaroamMnvcaQ, + 12. ]91n a n,A 111A General Notes 1 All site lighting Is designed in accordance with IESNA RP -8 and RP 20 unless otherwise noted. 2. Site lighting Is engineered, installed, and connected per NESC for Utility work and Is owned and maintained by Duke Energy under a FPSC regulated leased lighting program. 3, Lighting Is fed directly from Utility secondary distribution system via closest transformer and Is not connected to any metered building or service point. All conductors are direct buried at 36"eFG minimum per NESC for Utility work. A, Poles are 22'OAL direct buried decorative concrete tenon top with a net fixture mounting height of 17'AFG for 70W LED fixtures and 35'OAL direct buried decorative concrete tenon top with a net fixture mounting height of 30'AFG for 150W LED fixtures, both black In color. 5. Specification of 150W LED Sanibel Is same as 70W LED unit but with greater lumen output light engine, see luminaire schedule for specific lumens.. �o as lrzo SCAIG I' � OU' ENKE ERGY. IN t>wIY6l Na vlgrh SendoLED lxils ]omalb lMeemdu"e dk�kl fmvNaAle RneG'Hdlss4eknmhklly, nilna@nurwn6J olafkl Nal AEMs rnnununenel¢Mv Ir, U' 6af14gMlcnnnndk dh.,bAaiy aT,,W—N..a Immal S6Vya1 Cola! nfIpAAUAt<d)IpkLMI0ML01ArtYlliifi BIacN aEJaNaaasuelivakx Pala Sanibel pe18 Avpllcatlonz Part SIIWPIn6 ¢fnL=rz Stre¢!s aa3tknYN}mllbn,NYl �v sl vnYur MGe6tl B66.>69 f11). �� ENERGY. PENNINE= wahNF�r -1' z s �' '� z vn9'14sI14 Ld�s agyalJ < l 1 f Cm v Ymmaw°wnwam Pale available; SWW pole 12', U' slack Features Benefits Lllueol no lWA hlk,,.A R., up oaglo lorclhe ,,JWi oellgn eermnz by e¢nlme Wo!<a6wmfz lnmmd MeakinduslgfMndaNzmdllahllndvdlnanc6z Malnhnna WT,1Tded ILL. IT, high ad un Wtw regale Mlls ElWd,fly WOW Less pensive than malered —ke VMnM, Included ft,h e Ona low a.LM, sml an y°ul s.6k U 1 CT.Iaela TO sauingz fog. T,,A,T,,eWn NWWd h,.1, fioln h1Wb—,u1 zervla l BukO by over 40yeanal expeAema Aname)W ae lmel today... TO loon,,. �o as lrzo SCAIG I' � OU' 1 1 Hca. vEaR• I. nein 0191 , cas Will is 1141'!� r" RA�'� dea,°�� .1� eeeryyM o wnw ------------------------ "TRAL'T T" 3.9O&3 ACRES O \. G �i tl y�y p CODE PLANT LIST _ _FgE$s ixE'E9Y u r.<.....,•.n. u.uw...n u LA -4 /� ( ). .. n....a.wonw e�w...cu TME96iORY vm, r..✓.. Q u U ` 5� x6wesxnoss O •W..=•,• ••••.• ::b. -L'5:,: __ � � onounocavm 0191 , cas Will is 1141'!� r" RA�'� dea,°�� .1� eeeryyM o wnw ------------------------ "TRAL'T T" 3.9O&3 ACRES O \. G �i tl y�y p m0 40 fl0 IF'Ay�010 1 Norlh 6GtE 1'9tlD® Y g' i 0, D EDD � t 4 i o ED� EOD ' ED p . Dep CLU BHOU i 6 - - 100 - YEAR 8 - 1 I N71ON /REA doD FpNIA91 eLRER�R cI1T _ _ Eoo it c Q it Y > QOD _ Ew 725— •) R-cLO�AIE iO GFY VIEm ' JJII I _ __— _ _ _ __ —____ _ _ m0 40 fl0 IF'Ay�010 1 ZQ \ h a-aW U) O S Zo rcx ROP tdq 3018 NYJ{ LA -2 r M yry �LL �O X" CANOPY TREES SPY. SCIENTIFIC NAME Cg9MON NAME SPECIFICATION Ub QUERCUS VIR;INIANA LIVE OAK MIN. 10-R' HL X 5' SPRO, MIN. 3' DBH 33 MAGNOLIA GRANINFLORA SOUTHERN MAGNOLIA MIN. 10'-0T Hi.X W 6FRD, MIN, 3- BBN 38 ULMUS ALATA WINGED ELM MIN. ID'-@' HT. X 5' a SPRD, MIN 3'D5H PALM TREES SD UNDERSTORY TREES PHOENIX 5YLVESTRIS BI9MARSw N05ILI6 SILVER DATE PALM BISMARRK PALM Oo IS ILEX FESTIVE' FESTIVE RED — HEDGESHRUBS �NOI SPRO, 11142. DBH f l I u z� ala MVLN-TRLLNK W/3-4 ® 6G1E 1'�Sap STEMS AT 1' CAL, MIN MIN, V-10' C.T. HI BRODIE JUNIPER I0'd3' OVERALL O MATCHED SPECIMENS MIN 9` -ID' 4i. Hi.. MATCHED BPECIMENO ERODE MACROPHYLLU5 Oo IS ILEX FESTIVE' FESTIVE RED MIN. 2'd9'Hi. X 3' HEDGESHRUBS HOLLY SPRO, 11142. DBH f l 3B LAGERSTROEMIA INDICA CR`PE MYRTLE MVLN-TRLLNK W/3-4 STEMS AT 1' CAL, MIN 35 JUNIPEERU5 BRODIE JUNIPER I0'd3' OVERALL O VIRGINIANA ERODE MACROPHYLLU5 PLANT 30' O.C. + + + :H a. W a Cn O S zo F1 (a HEDGESHRUBS IU PINUS ELLIOiill SLASH PINE MIN. 10'�U' Ni.X 5' 5PRD. MIN, 3' DBH O Il PODOCARPUS JAPANE9E YEW l GAL, MIN V HT, MACROPHYLLU5 PLANT 30' O.C. "lWW✓ tAXODIUM pIOTICHUM BALD CYPRESS MIN. ID' -O' Hi. X 5' O 939 VIB'iN UM SWEET `/IBURNRM l GAL., MIN. 3' NI " I2S 5PRD., MIN 3' DBH OQBRA9551MUM PLANT 30' D.C. LOW SHRUBS! GROUNDCOVER 60& 3 GAL. LOW 1109 LOW SHR000 1209 GOCOVER MIXED SPECIES TO BE CHOSEN FROM APPROVED CITY PLANT L15T 5HRU55 s 24' O.C. B '— 40; IGAL. GROWJDCOVER a 18' el � � O.C. \ \` SOp TBD SPECIES BE SPECIESTO BE DDPEST � DETERMINED D pEtERMINED A NDDISEASE FREE � 4 IIY b m � A �IZtS � b V l + + + :H a. W a Cn O S zo F1 (a L me hand ope Istmotol slash a. fol as asmid, ontl Ml vor"I ¢anew f.r.nlnaldneacapapl^rn aw lnm¢m0aewp05paGfrcduoin TIm"I.1 Aellveary d0 ghoulbsaai„vinewa enr els¢ e0 IMes at. 0f bWan sand .I GAyCOnLBCor R. N1plaMmaleeola:La46o geaed Fbtltle Ab.t.rbelUlm oueNcd b/ Jklaem anardmosa101ronko Planb•Pv1a1816 FIotled UepaiMenlof isoll, u:a ontl Eonxumor6enl[ey O!NslOna(Platy lneueLy,3NO etliO.n, PabNaly 1BBd. 1 A9 Veeaara Wlhsd snb.mann, OAeIImm Na base ollhe loot Aare at Ise lw^kfoI &, I. Or.aa. NOiE: IIUa!fl<a1111a1 Namol Aare be eApOa¢e pa0rlolnslallaVon lovatlfy Wopel P'an4n0 aepN. FswvaOanlor rc'Ir Leeala hobs Aka m Ga d' humsBw I.. Wall dada noletl11 1It.lanleJ 3'J'kgM1effrom lne auUowAlnO Aldan lOhM1e bweaflhe loot AalO al Ne WM. 1. pVpldnlbetlacnxl be bpaleasativAOlTawplayelolt"damelalpNe had AN<lfung word too, an lea'lXlanlolreVeOlv9alombWo]a0'-0w'1eVlaomnoWn Trarom0fumwamaiwno 0 b. m mmea aRef plan W e0 a sU W zhmenl. eamss wll la n01 to ba pusMe On IWWdV. T. Ismondof Le.sn"Immshs"Tlea. ihelandso' foadsrlarey0lree bmaMlaln dA pbnl mOfeaallnanuplyM1lana slabN posNort 6Udnymelwl;f dMer.nlnwnlba aela09,rtw9lhe aV%oVetl by Ne larWOwpe ela0l¢d. B. Ldnd..... mnwagOraAaA bOwM1OAy 104pOnalble l.r alablAly entlplomb aIndtom of If mesa and numbs aM smal Le le¢ponsars for say Ja^a0e<asad h'imasEBlyofanypuntantMala. 6lad"IfLeea IXdom"I feOSlleawif Na lanaswp/eorclleleq.ape ertJJla0.sM1Nlbe tlone oslnAam8N0a agmad upon b/ 1. lCebbogapaNNSPj deur Vunk M1e'BFAa sM1aM ba measmeJ AwnnaWrol9mea W haze OlC¢Mer11Mtl.PAa'abbapapalmaalato ba lwrrlonT palms vim IVcl b. plamaax;N huepmpanCmlanonormala^rtnep!ure. nA palms vrtt lz clear WnF eM1all ba MaaNunlaze alMrvllzanoktl. Nl paAnLwkaero to ha abwglrh. heavy, mal<MtltllBmeNn. e Atl ealelingpbnl male falaMvegeleWO Wvx (iaxnwvolOnlwrvgOlaWN m1aAINrn On 110plvl al allbammov¢e 50 n0.elU IantlzwpemnLadof StWA �lsotllzp.¢e 0f alumpaaMmeprloo4e ole 1planUlabe lemW¢e MY a p aby p L 1.11 rafyetlf n.Ila fllable 01 la tl M rt hd l 160h1WWwals 11o'Orwx moss Ifenwor I Fourthgabf yI MMg shall no YbebwfNzn eudew al tll Ip N9 Ipltll I E. 9 II b Ib IM1 po b ry IN I d p nVaaal lyre note all mis4ng Its I of tl g hu 1 p Ing Neseexie0n0 mafeJaUhave beer I b IM. FW M1.1 aebeMpenal ba ]' b Rnlep wRaw If adjormtp 0 so Ip faaleunianno'aNa. 10. lsMa<ape mnrsths, aAmNew u<nOeGmelendneam, plow to bemme Ilpf.yghly famr. w:V, wrfow oM wb<orUw spas a. ll. Lanaacawwnb.d.lmnwormnma xm LM AAngryana uaeaeon conVadora rzyallAlg llna110o1Na Irzs131a0onylpla4malaaob. 12, EVery WaaNa aaleW^IJ SAKI bolakesmpMl6ahulW!try sYlhWz. paVOa wRaua. equ!pmenlvnd Nnx'sLinga. LaMvcapernlwOaonM1allbereapamipla fol any a amagml Mlnh' 1. wnOn m props M uM1l<n may 0car n e a sOP of nla nag°ge^w In 010 pmsew4'0 n of hlw \vwk IJ. Tho landsorpaconlrado adal..I—Nat Ma oro-a-laol Nlempl wlabnmeeorpm;wlee anNaeepanerm. 14. ma UnmCpe aowost—ml ossou naaoa.vamol malrlogo In III b.eunep fhm na. VeNmI dont, v'•Iand, any..'readN l0 naM0 e.l"hal be attamPlzMdloaawm 0.—elnaga. Uon.I lnslallplonWgallJlalna9eb sol .wUA1e tw wunmm W nal ams m, 1d. Naaamna aaaaea ymirswlea o^Napl.wwplan. melaneawoa wmlaam laaaamow!y Aw«aoml Arelepalrmemae dnare�asrobBsnmoyl of lain lneA erea¢alelmdtlbyw^zWdblr nlagnA eGlvi0w au16a.01 malw:.a e.e Amns. oraamA analaxweanamabmw4nan ba wNancsfactlon of uw Unmcapo aatAsa ana mar yrNor alNsr swrmp w eoa¢ng ape ra Dona. awe baal.v .dna nun Aaladaa mr{Imnng awbbAVv aN.heafuy, ,m al,l.V'al' ee oana onpi9AmA.1 pIIIN. tempts ne-lsonsho nd a enamnv ewlebla, N. wno-daor shall Ala<wa x;N wmul nal . mana�wnls aMAldAmaeawas toaswm NaeAOldmsmxhnof Ow cPer+Aealanaaapa malenala,a. 11. fu LaMawpeauwsowrob� NlOmealWX hran.0la maA.ln;pal'o^ arelam. ma'IYp, IPEE PL V(IffC UElA1 mart aw'L, q .b. m�gy1 UULI 'I('ill'.' r. I.\C UEfNL r' a e C -- LEGEND L SYLVESTER PALM J, LIVE OAK 4J ® 3. NEER ELEMENT 000 PLANTER A. LED LIGHTS OIs ® E ® A 4 O Oo 7 a PARK PLAN TREE CALCULATIONS REQUIRED/PROVIDED 3652 LF PERIMETER BUFFER (2) SHADE TREES PER 100 LF BUFFER 14 SHADE TREES PROVIDED 74 (3) UNDERSTORY TREES/PALMS PER 100 LF BUFFER 110 UNDERSTORY TREES/PALMS PROVIDED 126 183 PARKING SPACES (1) SHADE TREEIPALM PER 4 PARKING SPACES 46 SHADE TREES/PALMS PROVIDED 66 90 RESIDENTIAL TOWNHOME UNITS (1) SHADE/STREET TREE PER UNIT 90 SHADE/STREET TREES PROVIDED 93 ADDITIONAL SHADE/UNDERSTORY TREES PROVIDED 68 TOTAL TREES REQUIRED 3 N IOq as U. U. z Oo a 0, a. a �u u M' in O 9 Z O r�r RO IAdY301A 1'a3AP NM% LA -6 P Nz)�Olo IRT Mey 3018 I+rzvL yy%yy%X y IA!`1 ____.--- —__\ W upsoie ran.v IR -2 Norah 0® o In ro suu:: rmnw %��9,`-�s`� � � ° -mow, '�^ -.,, g '•x. r �I. v - n:,:' \ � I II I i .i3 A ]5.. 1•xv. /q r i t 1•xv. © I' 11 I I�x + II `1..I q a - 1 -71 0 d L n y�x n IIlk t __'l ! © II u M 11 VI W.FlKrl tteie — al CLUBHOUSE A + p i xv. 1 stv 100 - YEAR - RETENTION ' \ i I AREA \ L! \\ F r �C'�n"'e ` I 1_— ____ _ 11 II P I Y / 1 II II II X X 9 11 Y (f r �j1 x µ . P`'Y �-., '�,�,�_��:-� �. n,_p�'�i� a S-n'v. 4u �� p�]�" '°•�.n� �t";:.'�n o' -m "i 'j�?l��.r _�v �� '�'� v �- o-_�a ��- r�".'u 1: _ q 91 II dl BI YI ti N o 0 m ao MJ M GENERAL NOTES u —E to lle Lu DK�q Fvv5 wm 1 •. 14 to 4Yo:o IIE ao 94R13LLcnm,s PreF"'n:`�Pre euLLL n TIT'O 11 n°nT." Rx�T w"4`w"coreRaow. fl IXt £ ryta gi14R 4b BFRlr—,,, BAYL es eHl<LVn YS:'O41 b'Fvc R¢x PFE e PY.ICR °IWI.,'Tan, ,PEE RMIY FIFE RFe IIeE I'll�FA4Y4R Ftitta.11B TIEP +JG;IxE [utlLEit LeliaF! BI WY<LYs 2a�e911FIXY2!Yc; 44Ie VH.uES bd ONX Waa.EP3 Er1E12Q LViFLLSo 01 BIEIy II£YaNI[Fvlr n'FWie�INA1H WLIN x146xu9 CEO TTII W9zPFe 4vw1EN FI4.] PFLo. cnIRJL LL`R b'llLL ea l'1FE d>A'fCP&o WR IXRIMI L�L�t5n Uw11imLt BY Fls<:IV,i.¢AN [4059 rCIIM1E REEV 9Wr4t ¢_ ER tlaaRO CfMEEF.(cR3 ..IT fIRT1FLE P21 e1 YPLYE C?PE9LY:nRSr.±LH+ BI Frt:g.`GtanPtuE9fvpll WldaQ x9�^ERn LftEw VF9L364L49%ASE LY /1L PFYn GPa vFtYE9.N44a u914tE OIWx1F FN.FEFIY.Jai tlrylel L4DY.4�F Ar.E4; .C-GFg13'341rt Ye lle l,c�3'i41Vs1uWiFkltR IOF✓t WIA R4vl e ] bW69IOIbI ll' Wl.AY T.'. Fmm JI; M1LLyfIRYII f Lft Ae YPFOTI TTTTtL u1 E FV FNR 4R FEF�!v'f iF.KKcf1�v4 pe/ iei 'F 9 uERC E K1 Inlff&E RI-I-p,PIG n.p t! Y. LDI. 1,T FaMWYB 4u P4`nG.E1C. CI 1., .1 ILI-11L IaL14w4ER sfflPn es BInil1IX111woenoU'w B WEl lr IB IXn'. 9 W M1'LO�IWIUK(Oul W_51W.I VTIA4.Y4Q oR�EYE54T tV A424 pW�s9 13 (IWIFWx1 toIINYv 2Ee1CPU'O i Ylly-E/v>vERIJ Etad•�I1tN[[V.CFPSE]xdJhE� YI4M ¢2FI� IWIW911014rAI W I91p1I FSFck29. .1 41nICGIW10.vP>W.L 494eu=RtL FBPdtl2'.txfkR Y.lY frv,i'n.A FiIFLLo:4xal w nQ F4IMAICCcmp0.lSXBIEIIL eE A�FRo292Y IrP aA,¢0 FIIvnNEFD PVFFSY_vfdil'I FRv:R IO Y.9lFLUIIPL t 2i rt,ui EpN1L QE FFDVCE0144YtY.11a1 W:f n11K EOJ?LttLU.AIIslI%RJ.149IA Ai1W IWB [PVIRKI11rE �o uu eu aBVMLI F "n99w9&.P 2-ri ryFi.NPt fdEECxCM 11-1 1r1 11xp12Jx IL dT. 10 I. u19r4LLEo 49IER 14c41 C.D -11T -I! FT..I <IGVOYttIt Z1aL¢V4�B eRop Op EudL��F 11RI9 IXi N� V.W 644PEvdFaNllcC ly 1S fNFFQB I I4 ecµdl l' -N9 II n IW, H. I4 ecµdl l' -N9 II n IW, IRRIGATIONCSCHEDULE IRRIGATION []SCHEDULE VALVE SCHEDULE FOR METER I -COMMERCIAL DEVELOPMENT 6YMB0. MANUFACNRER/MODEL/DE9cRIP1 RU Pat SYMBOL MANUPALNREftIHODEL/pE g21PTIM NUMBER MODEL aZS. TT Gid WIRE P P01d PCC _ P ECIP ear RAIN BIRD 9-P -U SERIES 3B RAIN BIRO PEO-PRS-D-NP-NAN 1" SHRUB SPRAY 4400 -N 4612 Ib, WIN III Y, 6 06 -UP, UP 0 FBI N TURP SPRAY, 6.6" POP-UP, WRH 3. PBI (HECK RAIN BIRD PEB-PRI-D-NP-HAN 1 RAIN BIRO PEB-PRB-D-NP-HAN 1-117° TURF SPRAY 46.66 35,91 Lal INIH PRESSURE REGULATION, 9E4 CHECK 1°, 1-1/2', P PLASTIC INDUSTRIAL VALVES. LOW FLOW, 9 RAM BIRD PES-PRS-PNP-HAN 2" TURF SPRAY Bs.. 119 1.24 INIH VALVE, FLOU-.MELD TCNNOLWi, AND GLOBE OPERATINGESS A 4 RAN BIRD PFS-PRB-p-NP-H4N 1` SHRUB SPRAY 46.60 36.01 1.52 COVER (PURPLE CAP). Ih° NPT LE CAP). FEMALET RE REGl]TY, WITH PRESSURE REGULATOR MODULE, AND PURPLE ULE, D RUN1K FLOW HANDLE FOR NON'POTABLE WATER USE. B 6 RAN BIRD PES-PRB-D-NP-HAN RAIN I -I@' 6HRU8 SPRAY 42.60 36.61 THNAA 1.94 1010 IN FEMALE iNREAOED INLET, THREADED BIRD PES-PR9-D-NP-NAN 3` TURP SPRAY 6360 38.49 LIS I f1 SAN H90 RAIN BIRD ESP-LXD-LkMHPED l 6 FINN BIRD PE5-PR9-O-NP-HAN RAN BIRD PEB-PRB-D-NP-NAN t912' SHRUB ROTOR 2" 44.21 54.45 B.tl INIH Y BIRD W0 6ERIE8 3e 6140 FLOW SENSING TWO -URE DECODER COMMERCIAL 9 RAIN SHRUB ROTOR 5163 6216 ..65 SUN Y, AOo-P-P3O-F-NP-U TURP SPRAY, 6.0" POP-UP, UATN 3B PBI IN-BiEM CONTROLLER. 50 STATIONS. UV-RE&STAM, BIRD PED-PRS-P-NP-HAN L SHRUB SPRAY 26.09 9..13 LO41WH PRESSURE REGULATION, SEAL-A-MATIC CHECK CUTDOOR-RATED, POWDER -COATED METAL IB RAN BIRD PEO -PRO -D -NP -WAN 1-112' TURF SPRAY 42.63 99.16 I.OI IWH VALVE, FLDW-BWEI.v TECHNOLOGY, AND PEDESTAL CASE, AVALABLE M THE US MARKET, II RAN BIRD PEO-PRO-P-NP-HAN 1912" TURP SPRAY 4664 36.63 1.2Z WIN NON"POTABLE COVER (PURPLE CAP). Ih° NPF INTERNATIONAL, EUROPEAN, oR AUSTRALIAN 12 RAN BIRD PEP-PRB-D-NP-HAN 1-112' SHRUB ROTOR 95.64 64.69 e.11 INIH .,I WN FEMALE THREADED INLEC MARKETS. 13 RA N BIRv PES-PRS-D-NP-HAN 2" TURF SPRAY 43.09 3186 15 RAN BIRD RD-B6-B-P3O-F-NP-U "a SERIES 30 YA RAN BIRD ESP-LXD-LkMMPED 14 15 RAN BIRD DEB-PRB-D-NP-HAN RAN BIRD PES-PR6-D-NP-HAN 4' SHRUB SPRAT a TURF SPRAY 4126 5191 3..99 36.95 I.II INIH 1.951WH TURF SPRAY, 6.0° POP-UP, WIN 30 P61 IN-BiEM FLOW, SPINNING TWO -URE PECODER COMMERCIAL 16 RAN EIRP FEB-PRO-D-NP-HAN I-II]' TURF SPRAT 0.06 39.R PRESSURE REGN 4TION, SEAL -A -MANN CHECK CONTROLLER. 60 STATIONS. UWRE810TANi, It RAN BIRD PES-PR$-D-NP-HAN t-114' TURF SPRAY 3S.l l 30.98 Ll61WH VALVE, PLOW-BHIFID TECHNOLOGY, AND WTOCOR-RATED, POLDER -COATED METAL A RAIN BIRD FEB-PRS-P-NP-HAN I' NRF ROTOR 11.03 4111 I'll WIN NON-POTAOLE COVER (PURPLE CAP) 112' NPT FF0E$HAL CASE. AVAILABLE IN THE UTI MARKET, 11 RAN BIRO PEB-PRS-P-NP-HAN 2° TURF SPRAY 55.tB 36.65 W.I. IWH FEMALE THREADED INLET. INTERNATIONAL, EUROPEAN, O2 AUSTRALIAN 30 RAIN BIRO DEB-pRe-D-NP-HAN 2" TURF SPRAY MIS 36,10 1.49 Will 'i{' ware'; •�m¢rnv ,O K""' .f�• IYxrnv RAN BIRD AOI RP -O6 -B -P99 -F -NP -U 30 MARKETS. 21 RAN BIRD PEO-PRS-P-NP-HAN1° SHRUB SPRAY 2100 9L99 1.461WH 1.41 IWH TURF SPRAY, 6.0' POP-UP, WIN 30 PBI IN-BTEM ® RAN BIRD FD-OlTURF PRESSURE REGULATION,SEAL-A-MATIC CHECK VALVE, FLCW-BWELD REW PFCOOER FOR IW UJIRE SYSTEM. INSTAL IN VALVE SCHEDULE FOR METER 2 -MULTIFAMILY DEVELOPMENT TECHND_CCY, AND NON -POTABLE COVER (PURPLE CAP). 112' NPT VALVE BOX FOR VALVE. OPERATES CNE VALVE/BO.ENI OR ONE PAR OF VALVES, UBE NUI MOPE SITE TYPE GPM -. WIRE PBI BIP W Ptd _ FEMALE THREADED INLET. SURGE PROTECTION AS PER MANUFACTURER'S 22 RAIN ORD FEB-PRB-p-NP-HAN 2° SNRUB ROTOR 60.65 61.04 ECIP 010 KH RAN BIRO Rb -12 -NP -11 I6 STRIP SERIES 39 DIRECTION. DIRECTION.23 RAN BIRD DEB-PR9-D-NP-NAN 1-1/2° SHRUB SPRAY 3..19 36.94 LAS tWH [mit 12.0° PCP -UP WITH NON -POTABLE COVER (PURPLE RAIN BIRD fp4O]NRP 24 26 RAN BIRD DEB-PRB-D-NP-HAN RAN BIRD PEO -PRO -O -NP -MAN 2' SHRUB ROTOR 91.45 61.94 0.641NIN OAP). 112° NPT PEMALE THREADED INLEL PIELD PECOOHR FOR TWpWRE SYSTEM. INSTALLW 26 RAN BIRD PEB-PRO-D-NP-NAN 1-1/2' TURF SPRAY 1' TURF SPRAY 4203 $1.28 LIS INIH •E 'ya VALVE BOX POR VALVE OPERATES TWO it RAN BIRD PEB-PRB-D-NP-NAN FI/2' SHRUB ROTOR 53.v 3311 40.65 4946 LBI INIH uxaax nxerd RAN BIRO RD -I] -NP -U AVJ 30 VALVEISOLENODB OR TWO PAIRS OF VALVES.UBE 26 RAN BIRD PEB-PRS-O-NP-HAN FLIP NRF SPRAY 34.00 O.1INIA d'4 lM-M SFa1 ere 12.0" POP-UP WITH NON -POTABLE COVER (PURPLE LINE BURGH PROTECTION A6 PER MANUFACTURER'S 29 RAN EIRP PEB-PR6-PNP-NAN 1'I@" SHRUB BPR4Y 3166 LOS WIN CAP). Ill" NPT FEMALE iHR'eADED INLET. OIREC11CN9, 30 RAN PRO PEB-PRS-D-NP-NAN 2° SHRUB ROTOR 41.15 38.63 LO NUN RAN BIRD FD-4OHURF 31 32 RAN BIRD PEB-PRB-D-NP H4N RAIN BIRD PEB-FNB-D-NP-HAN I' SHRUB ROTOR 61.6. 19.95 55.3. 4962 D.31NN 0.61 INIH SYMBOL MANUPACTURERfMODEIlpE6CRIPTgJ P& GP RAD?l9 J FIELD DECODER FOR E SYSTEM INSTALL W 2" SHRUB ROTOR 5561 54.63 ..as INIH tac E. OP VALVEBOX FOR VALVE. OPERATEDUPi0FOUR 33 RAM BIRD PEB-PRO-6HP-HAN i -I@° TURPSPRAY 4435 3141 1.08 HILI RAN BIRD 6O66-PL-BAM-R-NP-Po,Fc-MPR 46 a5' USE LINE PROTEC110N AS N 34 RAN BIRD PEB-PRB-PMP-HAN 2` ROTOR 1 O.61 :NIH NRF ROTOR, 6.0' POPOP, PLASTIC TJOGS. PER MANUFACTURERS PER M4NUFAciURER'B IXREcilON9. 35 RAN BIRD PEB-PRS-D-NP-HAN 5WRUB I-112` SHRUB ROTOR 41.Il 4136 D,IA 6469 0.63 MIH (HUT -OFF MATCHED P lANpN ROTORWILOU ROTOR 36 RAN BIND PEB-PRB-D-NP-NAN 2° SHRUB ROTOR B4sl 54.11 -.6a IWH (MPR 1F), AR ARO AND RAPIRS A5 PER S AS PER SYMBOL RAN BIRD ROD-BEX 3l RAN BIRO PEB-PRB-SNP-N4N LN2" TURF SPRAT 34.31 40.61 1.0910/H EO, 30, WITH CHECK CHECK 9OGi'-GREEN,uRrLS RAN SENSOR, WITH METAL LATCHING BRACKET, ae RAN BIRD PEB-PRS-D-NP-HAN I' SH903 ROTOR 32.76 52.98 0.14 INIH VALVE, VALVE, -POTABLE PURPLE CAP, AND IN -STEM CAP, EXTENSION WIRE 95 RAN BIRO PEB-PRB-D-NP-HAN I° SHRUB ROTOR 34.91 68.11 0.69 WIN REN PRESSURE REGULATOR. RAIN BIRD X 40 RAN BIRO PEB-PRB-P-NP-HAN-112" TRRP SPRAT $1.31 91.91 I'M WIN tae RAW BIRD 6006 -PDP R -NP -PIC 46 3e N, WIN RAIN SENSOR, WIN METAL LASCMNG BRACKEL, 41 42 RAIN END PEB-PRS-D-NP-HAN RAIN BIRD PEB-PRS-p-NP-NAN 2` LURE SPRAY 2" TURF ePRAi 6483 64.69 36.49 L2B IWH -U RISEN, TURF ROTOR, 6.0° POP-UP, PLASTIC RISER, WINDKIROTOR ExLEN01CN WINE 43 RAN BIRD PEB-PR9'D-NP-NAN 2" SHRUB ROTOR 60.66 ga.O3 6291 LI61WN SHAT -WF MATCHED PRECIPITATION ROTOR E), RAN BIRD OMR$-Y 44 RAIN OIRD PEB-PR9-D-NP-NAN 2' SHRUB ROTOR 4353 62.16 0.01 INIH NIH O.6Nk Z A MPR NOZZLE), ARO AND RADIUS A5 PER eCHE CI KIT. R 90/60 NZ SOLCP9 45 RAN BIRD PEB-PRB-D-NP-HAN -Ih° SURF 8FRAYROTO 45.80 1161WH CHECK 3BPi'GREEN,URPLE SGRCAN, -4 DE AT O2 TE PERAT OPERAPNG iEMPERATUREI -4 DEGREES F iO 150 46 RAN BIRD PEB-PRB-D-NP-HAN 4' 9NRVB ROTOR 4086 WAS BL13 O.69 WH VALVE, NDITH VALVE, NON -POTABLE PURPLE CAN, AND IN -STEM PRE90RRE DEGREES F. SURVIVAL TEMPERATURE; -40 DEGREES 41 RAN OIRD PEB-PRS'D-NP-HAN 1' TURF SPRAY 20.68 36A1 I,BB IWH RERELATO REGULATOR. P TO IS$ DEGREES F. UL, CUL, D -ICK 48 RAN BIRD PEB-PR9-D-NP-HAN 1-10, TURF SPRAY 3591 3141 1.161N/H „„ta0 J£ RAN OIRD 45TURF 96' cERTIFIcgiIgNB. ROTOR, 6, WPL-6AM-R-NP-PIC REERR OMIT -OFF PEACE "Mg CHEDPREOPI AIIGNROTOR SOL SOLNLOU 10 WATERING SCHEDULE FOR METER I -COMMERCIAL DEVELOPMENT (MPR NOIZIEI, ARC AND RADIUS AS PER BCHE CL TURESEY SENSOR KIT. R 50160 HZ OPERATING DEGRE95 3OFTWPO=GREEN, 35FT`BCAP, WITH CHECK TE -4VAc -4 DEGREES F TO 15. P. SURVIVAL DEGREES P. SURVIVAL TEMPERATURE; -4B DEGREES NUMBER MODEL VAL=E, N VALVE, ND UABLP PURPLE CAP, AND IN-9iEM F TO 166 DEGREES P. UL, CUL, C -TICK I RAN GIRO PEB-PR6-D-NP-NAN TYPE RECIP, SHRUB SPRAY 1,51 WIN .IWEEK 1 h�N./W'EK GALIWEEK 1,194 G IPAY PRESSURE REGULATOR. RE FUG CERIIRCATICNI 2 RAN BIRD FEB-FRE-D-NP-HAN NRF SPRAY 1.01 ;NIH 1 40 alb RAN BIRD F0996 -P 3 RAN BIRD PEB-PRO-D-NP-HAN TURF SPRAY 1.741NIN 1 60 49 21193 2,926 1,391 1,462 2" FLOW, BEN(OR POR USE WITH RAN BIRD MANCOM, 4 RAN BIRO PEB-PRB-D-NP-HAN SHRUB SPRAY 1.45 WIN 1 42 IgE 663.2 BITECCNTRM, AND ESP -L D CENTRAL CONTROL 5 RAN BIRD PEB-PRO-D-NP-HAN SHRUB (PRAY LBO INIH 1 4D 1,104 6B2 SYSTEMS. PLASTIC (PVC) MODEL SUGGESTED 6 RAN BIRD PEB-PRO-P-NP-HAN TURF SPRAT U91WN 1 51 3,035 1,511 OPERATING RANGE OF 10.0 GPM TO 2006 GPM. t RAN BIRD PEO-PR9-D-NP-WAN SHRUB ROTOR 0.11 INIH i ab 3,003 1,901 SENSORS 9NM0 BH &TED FOR FLOW RATHER THAN a RAIN BIRO PEB-PRB-D-NP-HAN SHRUB ROTOR 0.69N& I I 92 0,293 2,646 PIPE 812E 9 RAN BIRD PEP -PPS -D -NP -RAN SHRUB SPRAY I.041WH I 66 1,614 1966 1. RAN BIRD PEB-PR9-p-NP-HAN TURF SPRAY LOT IWH 1 61 2,430 1,216 RAN MRO PO4OO-P II 12 RAIN BIRD PDO-PRS-D-NP-HAN RAN NRF SPRAY 1.22 WIN 1 48 2,265 L143 2' FLOW SENSOR FOR UBE WITH RAN BIRD MAMCOM, BIRD PER-PRO-D-NP-HAN SHRUB ROTOR 0.11 IWH 1 05 3,046 1,523 NTECONiROL, AND ESP-LkD CENTRAL CCVNG_ 13 RAW BIRD FIM-PRO-D-NP-6AN TURP (PRAT 1.10IWH 1 63 2,264 1,142 SYSTEMS. PIABTIO (PVC) MODEL SUGGESTED 14 RAN BIRD PE5-PR9-D-NP-HAN SHRUG (PRAY 1.11 IWH I 55 2,600 6300 OPERATING RANGE Of IG. GPM TO 2aO.0 GPM 15 RAN BIRD PEB-PRB-DiNP-HAN TURF SPRAY 1.35 WH 1 45 4,608 IpO4 SENSORS SHOULD BE 06ED FCR FLOW RATHER THAN I6 RAW BIRO PEB-PRB-D-NP-H4N TURF BPRAIY 1.16 NIH 1 95 La04 IDIS PIPE aZS. Il RAN BIRD P95-PR$-O-NP-HAN TURF SPRAY LIS I1 1 94 1,911 69.6 WATER METER 2` la RAN BIRD PEB-PRS-D-NP-HAN TURF ROioK al51NIH 1 11 .93.4 446.1 15 RAN BIRD PED-PRO-O-NP-HAN TURF SPRAY 1.431WH 1 42 2,949 1,111 WATER MUSS 4' 20 RAN BIRD PEB-PR6-O-NP-HAN NSPRAY 1.461N1H 1 42 2,326 16RF 1,0 21 RAN BIRD PEB-PRS-P-NP-HAN SHRUB SPRAY 1.41 a#W 1 43 12..3 64.2 1RRIGANCNuiERALUNSIPVC DLA6616aOCR 26 -NP TOTAL& 1139 , 41,139 23,910 WATERING SCHEDULE FOR METER 2 -MULTI -FAMILY DEVELOPMENT IRRIGATION MAI INS PVC CLA90 200 SDR 21 PIPE SLEEVE PVC SCHEDULE 40 NUMBER MODEL TYPE PRECIP IN/IllEEK MINASEEK GALIWEEK GALIDAY D.lb RUH t 19 ,011 4 2,..Sva,°cra+n p vmnlMW 23 24 26 26 RAN GIRO DEO-PRB-D-NP-HAN RAN BIRD PEB-PRB-D-NP-NAN RAN IBRO PEB-PRB-D-NP-H4N RAN EIRP PEO-PRB-D-NP-HAN SHRUB SPRAY 1.46 folk SHRUB ROTOR 0.64 WN NRF SPRAT 1.13 SUN TURF SPRAY 1 I I 42 99 63 6601 4,891 2,206 aGS.I 2,445 1,114 p' tl�- vemikw 21 RAN WIRD PEO-PR6-D-NPHAN LOLL I.NM SHRUB ROTOR 0.66 MIH 1 I 60 % 3,224 3,889 1,612 I,1.. m•,°ca. 26 RAIN BIRD DFB-pR6-P-NP-HAN TURF SPRAY 1.O6 IWH I 56 1,904 952.0 2S RAN WIND PEB-PRB-D-NP-HAN SHRUB $PRAY 1El IDH 1 40 11610 05 30 RAN BIRO PEB-PRB-D-NP-HAN SHRUB ROTOR 6.0310/H I 13 3,165 68.3 31 RAN BIRD PEO-PRB-P-NP-HAN SHRUB ROTOR .IT WIN I 90 1,1.9 154,6 32 RAN BIRD PEO-PR9-D-NP-NAN SHRUB ROTOR 0,61 IWH 1 13 4,081 2,641 33 RAN BIRO PEB-PRS-D-NP-MAN TURF SPRAY LBB WIN I 66 2,483 1,242 94 RAN GIRD PES-PRB-O-NP-NAN (MRUB ROTOR 6.61 INIH I 90 4,695 2,34. 36 RAN FIND PEB-PRO-p-NP-NAN SHRUB ROTOR 0.6, INIH 1 Bl 4,120 21060 36 RAN BIRD PEB-PRB-D-NP-H4N SHRUB ROTOR 0.931WH ( 13 9,619 1,909 3l RAIN BIRD PNP-PRa-D-NP'HAN TURF SPRAY LOS LIH I 56 ),OB. 919.1 38 RAIN BIRD PEB-PR6-D'NP-HAN SHRUB ROTOR 0,14 INIH I a2 2,6451,323 39 RAIN BIRD PEB-PRS-D-NP-HAN SHRUB ROTOR ..., INIH 1 .1 3,091 1,819 40 RAIN BIRD PEB-PRB-PNP-H4N TURF SPRAY 1.161WH 1 63 1,911 968.1 41 RAIN BIRD PEE-PRS-O-NP-HAN HIRE SPRAY 1.26IN/H 1 bl 2,649 1,214 42 RAN DIRD PEB-PR9-D-NP-HAN TURF SPRAY IJ6 IN/H i 52 2,642 1,421 43 RAN BIRD PED-PRB-D-NP-HAN SHRUB ROTOR 0,11 INIH 1 14 4,265 2,128 44 RAN BIRD PEB-PR$-D-NP-HAN SHRUB ROTOR ..6t IWH 1 00 4,054 2421 45 RAN ORD PEB-PRS-P-NP-HAN TURF SPRAY 1.15 WIN I a3 2,420 1,214 46 RAN BIRD PEB-PRO-D-NP-HAN SHRUB ROTOR 0.63 HUH 1 95 4,136 2,360 41 RAN BIRO PEB-PRB-D-NP-HAN TURF (PRAT 1.O5 INIH 1 6a 1,20. 59,.5 46 RAN BIRO PEB-PRB-D-NP-HAN TURP SPRAY Lis WH 1 52 1191. 535.1 TOTAL61 1,.19 02,114 41.0.1 n� o mA a0 z ZQOo a �� O LL Q Q W ZO O F 11 on, A! 1,!ey 2018 r=zaa MM% IR -6 M1W0 "U'V I COPY OF ADVERTISEMENT Date Published and Media Name 48 The West Orange Times Thursday,November 22,2018 Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING INSPIRATION TOWN CENTER AND LUXURY HOMES LARGE SCALE PRELIMiNARY/FINAL SITE PLAN CASE NUMBER IS-2018-009 NOTICE IS HEREBY GIVEN, pursuant to Article W, Section 4-3.A(3)(b) & 4-4.G.(1)(c)2.,of the City of Ocoee Land Development Code,that on TUESDAY, DECEMBER 4,2018,AT 6:15 P.M.or as soon thereafter as practical,the OCOEE CITY COMbIISSION will hold a PUBLIC HEARING at the City of Ocoee Com- mission Chambers,150 North Lakeshore Drive,Ocoee,Florida,to consider the Large Scale Preliminary&Final Site Plan/Subdivision Plan for Inspiration Town Center and Luxury Homes.The property is located on the south side of the Florida Turnpike,and on the west side of Maguire Road.The properties consist of two par- cels identified as Parcel Number(s)30-22-28-0000-00-017 and 30-22-28-0000- 00-004.The subject properties are approximately 16.87 acres.The proposed use is 90 luxury townhouses with four commercial buildings consisting of a preschool, office and retail space. Interested parties may appear at the public hearing and be heard with respect to the proposed action.The complete case file,including a complete legal description by metes and bounds,may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive,Ocoee,Florida between the hours of 8:00 a.m.and 5:00 p.m.,Monday through Friday,except legal holidays.The Ocoee City Commis- sion may continue the public hearing to other dates and times,as it deems necessary. Any interested party shall be advised of the dates,times,and places of any continu- ation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published.You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a ver- batim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act,persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at(407)905-3105. November 22,2018 18-05726W