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Item 08 Arden Park North Phase 5 Large Scale Preliminary & Final Subdivision Plan (PSP/FSP); Project No: LS-2018-016
AGENDA ITEM COVER SHEET Meeting Date: April 16, 2019 Item # 8 Contact Name: Michael Rumer, City Planner Contact Number: 407-905-3100 ext. 1018 Reviewed By. Department Director: City Manager: Subject: Arden Park North Phase 5 Preliminary/Final Subdivision Plan - Project # LS-2018-016 (District 4, Commissioner George Oliver III) BACKGROUND SUMMARY: The Arden Park PUD (Planned Unit Development) was originally approved by the City Commission on November 21, 2006, and amended on February 19, 2013. Arden Park North consists of the northern phases (2-6) of the PUD. Arden Park North is identified as parcel ID number 04-22-28-0000-00-001 (9421 Clarcona-Ocoee Road) located on the north side of Clarcona-Ocoee Road and situated between Hobson Road and Ingram Road. Arden Park North is approximately 308 acres of which 54.44 acres are identified as wetlands/Lake Sims. Arden Park North Phase 5 provides for the development of 89 single-family lots. The subject site is currently undeveloped with mostly planted pine trees. The Future Land Use Map designates the property as "Low Density Residential", with an area around Lake Sims designated as "Conservation/Floodplains". The table below references the future land uses, zoning classifications and existing land use of the surrounding parcels: Direction JPA Future Land Use Jurisdiction/ Zoning Existing Land Use Classification North Low Density Residential, City of Ocoee / Undeveloped northern Phases of Conservation/Floodplains Planned Unit the Arden Park PUD / Lake Sims Development "PUD" East Low Density Residential City of Ocoee / Vacant Undeveloped Properties Planned Unit (Oak Trail Reserve PUD) Development "PUD" South Low Density Residential City of Ocoee / Phase 1 of the Arden Park PUD Planned Unit (Arden Park South) Development "PUD" West Low Density Residential Orange County / Single -Family Residential / Agriculture "A-1" Assisted Living Facility (Joan's Villa The Arden Park North Phase 5 Preliminary/Final Subdivision Plan (PSP/FSP) is consistent with the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the Arden Park PUD. DISCUSSION: The Arden Park North Phase 5 (PSP/FSP) is a residential subdivision that proposes a total of 89 single-family residential lots. The minimum residential lot standards are from 45 feet by 120 feet, 55 feet by 120 feet and 65 feet by 120 feet. All corner lots in the development lots will be required to maintain a 20-foot setback from the side streets. All streets in Arden Park North will be private, with the road network contained in tracts that will be owned and maintained by the homeowner's association. Phase 5 of the Arden Park North will have two access points. The main access point will be located on the southern portion of the property that is adjacent to Clarcona-Ocoee Road. The secondary entrance will be located on the eastern portion of the property that is adjacent to Clarke Road. The Arden Park North Phase 5 PSP/FSP proposes a 6' high fence and or cementitious (or precast) wall system along the portions of the development that front the future Clarke Road extension. The wall will be provided in tracts that will be owned and maintained by the homeowner's association. Along the northern property line adjacent to a future school tract, a fence will be used. Potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reclaimed water, police and fire protection. Finally, the Applicant has requested no waivers from the Land Development Code for this project phase. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 4, 2019, and reviewed the Preliminary/Final Subdivision Plan for Arden Park North Phase 5. The DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of any remaining staff comments. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission met on February 12, 2019, and reviewed the Preliminary/Final Subdivision Plan for Arden Park North Phase 5. The Planning and Zoning Commission voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of any remaining staff comments. ISSUE: Should the City Commission approve the Preliminary/Final Subdivision Plan for Arden Park North Phase 5? RECOMMENDATIONS: Based on the recommendation of the Development Review Committee and the Planning and Zoning Commission, Staff recommends that the City Commission approve the Preliminary/Final Subdivision Plan for Arden Park North Phase 5. ATTACHMENTS: Location Map; Aerial Map; Preliminary/Final Subdivision Plan for Arden Park North Phase 5 Financial Impact: None 2 Type of Item: (please mark with an x ) Public Hearing Ordinance First Reading Ordinance Second Reading Resolution 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 Reviewed by Finance Dept. 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HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 PROJECT TEAM MEMBERS: UTILITY PROVIDERS: APPLICANT ENOINEER RATER RAETEAATER [[xxAv WaS uC a s2xQ� �Nn0. svo noa, n UlXllrc[.Ym rtttrt �ac f�wa�,Ml a R� •sort uo nxcrc�(w 1 ezv exvx� �(eo 1 zH emo m�w[�lo 1 xv-esso SURVEYOR EN—NMENTAL PHONE CABLE: q�q� �y nrurel ' AY�iiMNa¢NuvnNe.[W 1R1¢YN 'I ••I a,aud-'Icw."wrwne n. ow'%[�+v¢rxc.ca, .O[w�SmnvlMrtR[w GEOTECHNICAL e�swY a semli s yro.ien0 i s.�u4 xmawe�[dclie VICINITY MAP ten, xm PHASE 5 CITY OF OCOEE, FLORIDA PARCEL ID: 04-22-28-0000-00-001 FOR LENNAR HOMES, LLC 2300 MAITLAND CENTER PKWY., SUITE 320 MAITLAND, FLORIDA 32751 PHONE: (407) 645-6503 s MADDEN CIVIL ENGINEERS 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 PROJECT TEAM MEMBERS: UTILITY PROVIDERS: APPLICANT ENOINEER RATER RAETEAATER [[xxAv WaS uC a s2xQ� �Nn0. svo noa, n UlXllrc[.Ym rtttrt �ac f�wa�,Ml a R� •sort uo nxcrc�(w 1 ezv exvx� �(eo 1 zH emo m�w[�lo 1 xv-esso SURVEYOR EN—NMENTAL PHONE CABLE: q�q� �y nrurel ' AY�iiMNa¢NuvnNe.[W 1R1¢YN 'I ••I a,aud-'Icw."wrwne n. ow'%[�+v¢rxc.ca, .O[w�SmnvlMrtR[w GEOTECHNICAL e�swY a semli s yro.ien0 i s.�u4 xmawe�[dclie VICINITY MAP ten, xm ABBREVIATIONS EXISTING SYMBOLS PROPOSED SYMBOLS Q �A AN. as eE P rraez,—»Y. LINES LINES STORM DRAIN MADDEN „ ciSc- {IN[ A BUILDING LINE e0UN0ARY 00 UNEApw i STORY PRE 100 LF STS 24 HOPE 6 0.20% 14. 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No xxamv v.rmmwwNxr mr wa gxw.wrwa � "-_ .._ - Wdwn 1YFN/n_M_ik. _ _ wew,aMFmYau Yx m. snore axn nor maF+ear... m.maux .._ . _ .. _. sr��.a��.«n m.ww.b.r x.. am�ww,wnmYxmwbnaer. I rme xr•e.welr.n.uer.n aY: ,u �bwNx�mPw�nnmmwe - _ .er .. ..me,xemel.n r,waerrewr.. .,... a...w, '..�..'.m'�'.•..v.....r.......r...rrrr.r..rr.re�.r.... e:,�ed.4.nm.c«m.Mr.a,bwelwwrrr w.xna._.x'w .wmx.�r Fmre».em.�rxdm. e.Aw s..a.am,.Man.m na exx.... .,,:..xm.exxx M CJNAwnry. upu+rwdprd exnwAniwreMayxr Mwn%Iwlae/e rx.srsxw '. .. _.----' m weN o.,xw.bwma.bm.Mar arrma.mw.M same. r Im .. MYYmeMrpw, can w.>'r. m eewnummurxrr Nry(wleew MrM orrwr. warx a M aN• rwb. a xxaoa.,r.. wxxb..an.e b wma nv crowowx.ox. i MA CIVIL ENGINEERS Jx>Sr Ndvp" IFI � e L ff a W� > Co 2 E ^ Q LL O s V Z ^Q 0 LJ. Z W U C) U � Q r- „yamy Z �A Zs W J� °n NT-2 Lm \ \ GRAPHIC SCALE miLLLM ;LI_ _ ry _ � - _ _ - _ _ __ ,1 �. `\ '®• 4 ••� GENERAL OOu�S:wTM"macnuw.,a+urumon MADDEN 1 u— �• �� ® `1 • ® mwtm"I�"'wax N30nnCOw4•. namOxf G M m tca CIVIL E® Ell PHASE 8I-- • -I-L I _ / w .'''��I\ �, mt j A W Aauiw om.ro . �w� I ' _ � - - ~ \ a.,,a �\ �•' i '. ma as ooa� m"o•'.Iw"n"m�w`"m.�exe,m""."� I' •�� _= •'J • _• i _— ••• I• sw M*l ��r MM M.sA'wO�`ma ai'M"0[Mmu—.= `l l x y C\ ,K ti • -.f` •. . \�'��+ -\� • ^ SITE DATA. ' a `—t.. ) • • ,• �. 7. � �,,�� ..� wa�,� �•' � _ .. ��wa.,,w.>s.�}..,<.x.a(a. awuw"�a.�,(aa�,.� eewRd es �'' w/,wn. W •/'L � \; •:\ w � •\\ � � as a•ro'ro' Q a MA I5 ➢ Z Q V. SOILS LEGEND o m� o � • o o o 0 TRACT TABLE - ---- aw RE9D NTIAI GUIDELINES anol v.a .e (avp lm Tw[ +nf lal IM1a wW nq+i ao[ aLetf awt rgaWa w" e+na rMt / IR1dnOn AC (]0.uq oa,Aom �laa rw. xa,o (aT •rnm Lxo v. m r m m >a wu. r..Lr un n.a .e caa.m OV -1 � xnrs (aa) oe5am +.w v. m m m r aolo ca» atom zme v. m m m "a O.K I � 1.aa Ma �>f I ry�y � I I i l ryy1• I r 'I II LL_Ji I I ,1 1 b$ll I, it li it li it I\ 7,y, I� i11.5� I� it 1•"9 I� �I ti"� I `4 `� \ / 111.—J--� I {�I t IIII ' j— i --s = -- -- � x•� _ ��b� it a«r l� it 51 /�L1l� '/ �/ - MN• � J � . suna ma � Iy 1'0 GRAPHIC SCALE m � (arm) MADDEN CIVIL ENOINEERB 1J, E. H / um]el (wi) exe-euo Y/ WIL Q W j Q a Zz eon Z aq I I E I I / 236 � 1 / 237�� 259 • \`"r / rw - ' r ra I 238 260 239/ 240 ``\ \ 26 262 Olt, 78'9 288 N• P,c aM \ \ ! / Aa,ISY frnJ 1 sua MY Y / 290 I r m NrAI II II 263 I I I 11 1 II 287 rw f p Ri I Irw Aerial m I 291 I 1111 II ,III 264 I 1 I I 1 292 I li Ij I' I 265 I li II i II II III 266 285 i I ; 293 284 I 294 W I 278 279 1 CCC I 295 ,r A,a a•, wi,MMn �ii+Al°Ie M: 1 I - 280 267 281 282 pl IY' 12 2M8� ; I -- _ _ _--_ - (rile-cv 1 __ I i 296 1 l 1 I 268 I it _----GRa11�I_ _. _.... --- - �r _- x I I �6Alolc I 297 I rw Np I 1 r�J I I I 1 1 1 269 273 74 2 272 w 275 , e Nmu wN i 276 2177 r Pvc I I 298 ,r ne 6r 299 / PHASE 5 i l 1 o` T ■ i 270romwo PHASE swrlw. "xol'° I / I I � Em 1 I rwNrvw YM° _-'- -----PHA9 7 -- - ____�\` i 30G i 271 1 ov,wa r vvc I I 501 I --- GRAPHIC SCALE Ira - = MADDEN CIVILCIVI- ENGINEER'® 431 E. =w o°r.,«, Malsw� a o e�ml TMAL UTILITY I. w¢Irnor, Y na xmlMa AanleEr oawc eN•rAIIY aaWa Immaxsomm • m w oIna�i alma / \� Z W FIRE HYDRANT CLEARANCE DETAIL p M� C� 5�—ANT _XM"MIN 91ALL °NwSAWN FRW NE NEAR BE P-E0 0R BIN — 0' A Rr MEP BEPARAIION REQUIREMENTS UNDER 61-1 .]IA EPPECTIVE 8-2B-2003 : 2 NAZARp HORIZONTAL SFPMATION VERDOAL WATER ABOVE SEPARATON WATER BELOW ,PINT =AGNG L 9 b J MNN wr ..r •,a NN War. w ,a, NN Lffgm NOTES , ,m m mza od .0 nlaro>m sAna Axo ' AN. a `sy?3 M °TMZM1,— AT cooE m awNxms Ns,IaE x >e rs mIg °O1 a,. m oosm FIRE ROW DEMAND CALCULATIONS B°.wn•Q"°Ei®m �'"iw° a""�Damna�now. mina a-zaa. ow,a ,. ,x, Waco xu em, Nowm Wlx A x®m nxE r.w m Loos aIN k C UT-1 r/A II� \\ \\\ {gyp €pgggg tmI1oI 4��I A L LL yg a[a W Fi \ CO `` LI ncw. ewH 3pc ,= Stl33N10N3lIN� ` Naaavw M S DIHdtl'd`J i + \� •au ti , Z-1V N ` \ u I 8$ r I a I I I o \\\ \ \\ • �r III N I I T � 7 h !m0 sYo -a u �y,• \" a (n b m 0 \ \ \ 1\ \ tw�- L ----`-M�---_-- \ \ \\ TZ \ \ \ A V ` \\\ 8tl33NION3 IIAI� N3� ;�rv�s o\xaea� PROPERTY OR EASEMENT CORNERSCIVIL ENGINEERS ti MA® METERS LD UTILITY CROSSINGS W m F IL erg". :o• ..o ♦1♦ ♦1 .,1 .•. i1.•I.1 "•" ��I •.�11�1.�1.11., Z � .� �..•" 1 .❖111. � rfN t~ �/ I•111•• ••11'1•• I 1 i. ,.1 •,.1 ,,11.111�" 1 1 ♦.♦H.1H N♦ .IjH �:�� ..101".•i 286 SI i. 11. "1 •,.,.. �• 1. 1� 285 "1,X 284 ...1, 24 4 �,50 �. ♦. •'1„i•..1 1 • ..1.11.1. 1 .!•i!Oi ii!h11- •i �i�d:•i�il II • ,.L,11.j. 1,. 1,1 I ♦1 ♦•1�•..1 j PHPJ� �u♦ I ♦1♦ Ia 1u♦ ." !i�i�i"��i ��ji' G'a2Cy'�Ta`We3■ i o-Lr i. 11.1 �'•,p���1 ME CL OIIWQ M411q�0. � /�• / _ CL �,1 — " m m �.c. / mo."n*i": n..� ` .` .v .o'otni,",E a"..c, / . • /crZ J ros • am n �wr� ise°'m� / ,�p6 spy' ��p / / % W Gn oos T_10 lo VIM y1 .. / `� / / / t�f �c•S --- °� POND 50 ---� _,-�___ � ;�,�•.� == 'Ar •i "f+& i♦i i♦i"i♦i i♦!i��i ♦i a♦i - ' •i��i♦ii•C;o♦i♦i!�. •i:!�♦ :fie obi♦�ii ♦ i♦i�Ui♦i i♦i♦i ♦�! ��i i!i i�o�i♦i!i% ♦i:•i♦i .:�ii♦i o•0. ♦♦� �i i'i♦i o♦i o♦i♦i i♦i ♦i♦i!♦♦is.♦ice♦i �i: �� i♦i Oi ♦♦O. ♦♦i♦i�♦♦i � . �����!� o♦i♦�'i°i♦i♦i.I ON GRAPHIC SCALE \` \ `\ \ \ \ ` � •r'' \ a41L+ ` ,fir \ ` I �� \ \ CIVILCIVIL E® 13I 3 E.Z n. A.— \. i 1 l / \ r>rt,l> 11 r \`\ \� d' .: / \✓ S um a wiee mel \ \ \ \ \ \ I. IN LO IN \\ \ \X`>�` �YJ \ \ ` �` \ \ I \�\ \\\ Ili I i \I \I I\ I 0 S \ \ I r MA IN , \\ \ -r=-- —, Lam- �- \ I \•Pi? \ ` a \\ \I I \I \ ``I \ `\ ` `� \�F'"—>` -1,�' .'' / / i -It TIE IN SECTION 11 '�I -1 I•Lri�r.P.i � 1-�9�V.sl- �' Imo' _ r_'"_ J— ���' �. - --- a.oE �"" " 4'�«� $� .I \ 1 1 yI I T-12 TIE IN SECTION #12 \ ••• y Elj'•zm- •,,..rn;�u of a LI v 1f111 \ Irl III III! 'I I I �.hr 1 13 I \ Vap tl \ / l7 \` i \ T-ta TIE IN SECTIONw 13 ca- ''i'/ AEA eGR -1 GRAPHIC SCALE MATCHPE- SEU CIF- 21 CIVIL® 131 E. Sul26°Avenu CO \ \ \ \ \ Ian arrao y`\\L,� Ile, OL w} � I ` f �` -1\ rf � -1" f � �J•� fi r'� � —Al A'� - ` -r n� 1A L 1.. low El �\�a�kc4 i _ _ �x--z -'gyp-�f-� �_ _ _ \ �� -- �' �' �,✓•, i� ---_- '� �_"_-r"-' '^��� ``` _~_"fib- __ \~�',-'3,-^'-/ %��_++';--� _ � _' _ - '_ � Zr/�1•YA GRAPHIC SCALE 4 (prer) MA® CIVIL ENOINEER9 ' IEim4 fake ]vx�ua _�_ umlp 7 020-e]w _ I n W4 I cf) IL i IL 1 2 It I MA® CIVIL ENGINEERS udI U61 zorN LO (W(� VJ LL cr In a Z Q Z z W 0 � Qr Z461 J� ..� 2 e F a�pp E e� m � e PP-1 GRAPHIC SCALE I Ix EEn 1 ��TM ♦ - wMla]e I � IIII FN Sin Jw�wm �`4 �]• 2 `\ •\ \\ I M an rY «c 0 r a wY wow m I-w r�ar KEY MAP N.T.S. STREET L " I-- _ x _ i z Ngg ar A. 9 1 II mww Yx rrn'�wl rc waa mlwldz Iwlm. Y 1 MA® CIVIL ENGINEERS 431 E. Mao 1. YdEM�1030- to w o S �z Q Q z gz w� j� M Q o LL � Z Zg W J� ..............J7. aema K mali a � n A C m k ae 1 e _tea PP-2 i GRAPHIC SCALE rre iww • `\ 220 2�1 I i 222 —. "—�" 219 \ i 223 224 i � 226R"ri ziB \ ; / 227 228 2 230 231 232 MADDEN \ � 233 — — - CIVIL ENOINEEFB R-n S m E. sY . ua, ma n. ee \ ��'� l I 8 11 R-.o u.> vAe .ReO.m .esM�• �.. Rw.R,e (W] 6 <0 v_n 'I 246 :. x �234 - ,. �wJ,J 2 .,c 245 TYPICAL UMM LEODD J }I ��•m-* �q ) rw�Rmum6]a osamw nw - m»mso -um i 215 � I 1 .. m - b.»e.... w e,�R e.w - �o,.r.» ,>v R n• .w .w.au •oo RML4 r I 252 ipHveEm .w I].m u .�• w Q 214/ R.lrav ]V. I R1Y . TC U Q Q a \ rRcr 273 W rne] aw ux ss (Rxuc w) � j 7 Ij 253 r ur ]a tl�SL Q 1 e %Rears *'v �a g KEY MAP ill 11 on.e =.war m ]a r. aunty uuxan N.T.S. Q o w arRu Rxo n],xan � wRwion.�ium Rmr�o.a�Rvr'a` m 17 ;,; ..mw wRRRm a yam r� � � A STREET H Q // p!R z 8 �a W arw�irr s ORION''gmmqmmm II small, pp mom J IYOII wlae LN® aMAelw xRlm. , �M �u g $ PP-3 GRAPHIC SCALE IY ml 1¢ ,r w �rwlaurna �I��I.- o)I, m.¢r mm wROi'� ♦ - aw.a.a. -,Lm ,r w a � I Ir src w i 277 d 1 2 3 I 28 285 1286 287 288 _ I 1 II 11 m pIN d d TYPICAL VILIIY LEGM 301 300 299 298 'l 96 5 294 `93 292 9I ♦ ne 1 290 289 rtA . an.a.a a.o mIISL w �ma n re ml ,r rw mw mlloc .o.ur ,Y Itw �i YKtF nw . m.nAe ILL II ,Y mm R[ R ♦ w' Rf011mm C IY m Y w SfA . Nl.ea,) -tab t rtA . S1RC).a IL0411 'rr �r ww KEY MAP N.T.S. STREET L MINION im mmildillimmm lim kit 9 m 2 1 moom m I mmmzmzmzl t Mll 4 F.4- 4— Ir I MOM m m r.,•°Imi�m'ai, Yp m.r �c,t a ww wiwae MWE ,r nc xNi wug m 267 258 2 259 l J I 1' 1� rll�ll It ,�_a � MUSEUM mills M-21 m gill MEEZEM siu w4 ci4a mw . mwm -isa .w 1[, DF11I MD v4. r.,• Nwme 241 w ---�g2` .y 24 mw,.m Ilk I 2J9- --- 238 23, KEY MAP N.T.S. rwm m.._aN.Wn -sW yY�� Yarw 29 m—: \ ) 2u \230 °•W w ms WI.»a Wn GRAPHIC SCALE STREET I ,avnn > my °«tea wNm omm�c aorta MIL —ell 1. WI Moll MUMMEZZ ti MA® CIVIL ENGINEERS 4aiIW])le] - I.I.I g z IL w K Q c LL �pE Q d� 2` 2 16 F;,7 J� �rN L0 or BFA� RAows t �Irw OOOOO �II I �3� I B'NIIfJalE 9DFNNx :•r. e 4 ..'.'.'.'.'.• OOO 8 aBMB.B.. RAMP CURB MADDEN ' `� oxo PIASDO B10P BM rt TRUNCATED �r BvuclwiID w rrxa ® DCMFS CIVILCIVIL E PROVIDE Ir o r SETBACK FRCM CURB FACE 431 Zoa l; p S T 0 A>,u EDGE OF DETECTABLE —NIaBRe�w MATCHHRADIUS OF CURB NSTAULkTION TO �� < N.W VIEY a wNWLO 304 RAMPS FOR PEDESTRIAN TRAFFICsxe_ ENDS OF ROADWAY MARKERS Na+Fm e*aw.L BaAva: J - N.T.S. t —"; :"�` o",,;, w A.. xts STOP SIGN, BAR AND CROSSWALK _ N.T.S. - •-• - •. `* `ti'' C C) �.. •T. . '.� PIAN � � LL •':( ;::' ^� > v 16' Same Slope As ..t!}5;.. sEcnw �. Adjacent Pavement >. _ R ` Z Z �,• J t Seal N " �o•w•• • cw" µ"" rwws ELEVATION '� DE OUPB RAD UB DETNL TRUNCATTA DOME -^�a.;. •=:: a: , ,:c...w: ?.,a: • ; ,TRUNCATED DOME DETAIL —TABLE t,. +M Q a r. Pav't. - N.T.S. wN+MHc oerNL T tZA c -i� Exur6Raam p witn W ee mwn ange e p. Joint And ,..,....,.. MM FLAx p11 Preformed Joint Filler w`"""i.rt�:....'r';..w.,.�.;,,,, x....•.....� LL .w.u.eMww•rru CONCRETE RIBBON CURB " 6T0X� F.D.O.T. TYPE A CURB N.T.S. aoov VALLEY GUTTER DETAIL - N.T.S. Z N.T.S. z 1!5 J� �B,rB r $nax •uan Nxw� s. µlama ., �a a —' ENERGY DISSIPATOR Arxw Bois "CONCRETE WALK a21. N.T.S. - N.T.S. sw. T. m � tt� e�•xs LIEN 3oCF F.D.O.T. TYPE F CURB .—' AMIAMI CURB - N.T.S. N.T.S. i DT-1 ram° 0 4/Basle �, xrcrns �y DESIGN STANDARDS 06TBCTABLO WARN[N09 AND BIDBWAL[ CUB RAMPS 301 I orB SAB CESWS - SQUARE AND RECTANIMAR STRUCVJM WJ tl +r+� � Gi�"S r.w`. r Mn-MY IbIo-MT .YIT-MY InPMT M0R-MY Ipp.wY SLAR DEBTOR - ROM1gI�BgIIEwIC"ES o. L :: �� y �,,"'[- — —, ... ov l JP-"E IUM JomAE �w wmu I� JomJc �I JrslmuE I� Ja@AE owvlll n �oJ MIBIR IJ w ro w. xuu ry niwr nmwi FR wNl OHMS - M=ANQUIAR STR=M71 J' 1 wmora lorano a �.. oanl EomJJ aa�l JaJvuE sank m w• — — _ _ — ee tee; i%-�'� ::.°t.`.''.?�.. •��'° �w���w � n�.n iw��.i."�: r•."�..nvrrw —Ff Ylw STRUCTURE BOTTOMS TYPE J AND Pr.r«..,- N.T.S. } _,NMw .^+"JAM . j" Wy PRECJJI NA911Rw CARE HM SECMM G T IRa aura G�"°'; ��"" CAST IRON— GRATE * .:`.LM:_:."«"�... Y'q.r•v �rr.rJ» emu,'„"`"' Ili ` wiz L C :cno s M.nwnnwn,wa J�nl u.r T1lS 7-T (IRMRD) OHSDI TYR . MANNOLn STEEL GRATE MANHOLE TOPS I;Ns NOYES .w>.I. •.r.Mnwaxa +....-•n..Mw a.Maw«Mr lUP VJ11 IAarl r � 4 y; —1 10P NJi COVER FOR ALL FRAMES fir. - r r-r ,,..,.,.,.,,.,,,,,,,...,.,... �""•rr ... a.. "' «� DRAINAGE STRUCTURE UCTURE INVERT « _ rl _ 87 .RE BOTTOM FOR IMETS TYPE Cntt ruul"`TaScnw aJCllnl —1•�•• "�••m« ,W'0°W«� SUMP BOTTOM« ``«'•'L:` . z0i PPLEMENTARY'DETAILS RFOR MANHOLES AND INLETS CAST IRON FRAMES � n. .«...r w.J r...,rww.... z c F.D.O.T. TYPE C INLET Dee,19011e ANo AN,Fvs eNYLOPLAST DRAIN BASIN WITH DOME GRATEiF = x.T Ixn:auTEooucn�Enax cP.NrE ro WTq eARxoo. _ mlaEh F]LAR .' R.a Fx•. A ... e�uro w,r �,I MADDEN CIVIL® _ _ WX wpm PERPM£ L P A iFRAMCI%VARNBIE VARNRIE INIERTHEIOHre MINUFACIURFR AC�RRNOTOFlA% .�..r Nr.. ~"��' ] E. Hwalb A...LT Im'Yn 3e J=)ei xellw�i AVARAELE (ACCORDWOro REOOLe6,DAT10N PLV —E OHI . NWUFACIURWO 0.6wEA9 AN1.%N% e3 N L s ---� • � � • cn W xiYARNx,e,YPEboFlmtraaunEiAnlP1ER0 ��� AIIAeE: P.Jp FOPCORRUGAT:D MOPE R'NRx.oxe•-aN•,,vNw.oNv rwxa+e•.N weE00N WXUFACNRINO REO� �� -- — f� , m �L Q yU8^-iLNWCgIgMIWALL. ADSeIANCCT & llA xltxP PVC 9EYhRIEll B]RYA 9'Mx ON dG N� PYC DWY�. %N tl1.Pw 03 50l. RRuwn:oaweesoP.c WA1EAigHT.N)W �COINUCATEDXOPF BHOWNI r.Dl ifE RAgFAI WiEPNL BxAIL %ORUREDei01.E OROINER OR"NUR WIERV.L YEETIXG LNE REOUXEAENMOFCLAss I, gASB 1,ORCU%X Wn:RNLAS DEFNEDIHAerM W]it. eEDpXOewgFlLiORSURFALE CPAIwOE NIEie ENALLRE PwEDe COWAC,EOUNPORNLY IXA60RDMNF YnrHAeiN DZII,. § ,,� ---� � $ Y � Q r AUF..�i Yw �r°�r-aN°"i: A. w __ —J TT VEN-ewc PIPE Wl1EOCR[w.W PaAeINAW wiO1 � o b S Yi �i li wI wRi.a_ Wg ... w \crMe 7m PIPEuft b IoEuseRVRw m�suw Y[wlf.Ha w M+w "• •mu Yw.,R A. e.q w..r o w n nwn r.umwaureewvYwumw �� `� vi F xiN::.• w. �.«. 7 MITERED END SECTION N.T.S. M LL � �renm 2 e e ee R �t I ,i' J� I ne9u�M .vsiw. OA111g1 OOLOI a Sulfv'{i \,1j3Bf�r��a� b ` OEXERK NOES wvo� w'• f �P wr.rn. ..�. Nu AWN bxY xtiwH�^ rxrn. T �1 wewL�. w,nr��M•w��w.w w..4.+r f. HALT SECTIXI CAST R. ORATES ams rwr.� _ r eew IPIPr RrIP fAT ANe 1tlT0 nm Ma q x�rfwx ww,w .f FH. N. w.l. own.r�ww .. w .�wr —" R4Y[ MglOt RTAL r.Arr+�M ,..Iw.r�M+��.d.,Pw� `:`i..`_y�'rr"�'r.r.r,rr.... 1S YmPIMlIP11 Pel 1MS EOIIP �. rr�.. °.s F.r,i n •nw nw.,.�rrr w.r M..n _ � � r.. �.... r...• DT-3 232N F.D.O.T. TYPE HaINLET 2i, CURB INLET TOPS TYPES 5 & 6 ti s� Oesce� ra rn„srto c[mca[rz e,s[ wx mr rcusn xx „nr wx VILVILE® 3 �—�---�--�---� smcrur s�vcn«c e�,r• ®s;�uam.c.. �� �aR e m = a,� m,a�eo,.a mm mor ac ao._a.a °°�,w,; ;a' evoro' ,w rMpG I .uGa'Y eaala r G41rIlr L / +R� ov a,. .er. a.e nacuc Y J ,w a mr vrorvvv v atew„r wW11 sere M1*'.l M #,w Q cl ra .•.e Y, ,i ,ro ..yam Q co ;AowA� am arw a aswr ,crzo a,,.em„r re. rww� cwac`"'i%z 2 q `°" 0 x Cr 1J2 BUBBLE -UP STRUCTURE DETAIL WIA TYPICAL SECTON STREET A j Q Nor ro scar - nor ro scar rY—Yawr-o�-ar w� Q o Y Y M [Amdr �w����ra� � e�rH �/AYi�iw�>d�YA lA1aB/r Q G G Yr M Y A rMl Ilv.`�vsA,.r ' uz pNFi 1 mmprrc e.a 3 4""r0 s1°O° Z ! = omeT1P/CAL SECTION STREETS B-D F-K I1zI �g - wor ro salE W Q? J� I s"'PaT `."; ✓,. «'." ...w,. x.,x arm .,,,: 1w �+,� qyf A"l ...•..,, �.>...,,...._.,m. _...,,.�.,. �2 -- --- - - -- --- TYPICAL SECTON, STREET E LA. I xor ro scar r ..� errw. ew. i � i .. m. �..�.........•.•..'.. gym. w....e. �% mua-a- x,o` r w-T °L1 r� m., --- emM TYPICAL MEDIAN SEC770N ® wr ro scar YCrAM A, .... e..•. m. �.. sac raAcaHa vr+EVENnavoEwcE rYPEA� �DT-4 8 MAD ®DEN IP{Mt NY. nm MM3Ni.Y� 3 itO MSNM.n� sW (I(N m.W CIVILE #.b A]i E. Haauo ibi 530-6)JO)sl 7)"r.4L DRY POND SEC17ON �. < Nor ro xwc In g m.. Q .3'K wpALL cc I. 73PWS SEN I/PE A SwN B .3 MwlrAu z B Z CONTROL STRUCTURE 060 0 Nor ro «•,• jr 6 Q a I \ �� �• a'A 2 5 III 0Ra7,Np- i yyy ® 11111111111� .r r - - .' - 1000 P. . 28 1., -U b"--. .. bawd malrlal 1/2- I, cb - hit dAh Can. -it -t: tW.d. d-, P, PP,Ad (I' d.pth -Ah. p-g 1 width If Id-k) O A, F1.11 S. - -b III b. d,wp.d If PVC/HDPE Restraint Table Mlnlm,m Lmirb,M b, Rntlibihed nI . FRUIT,,. Pil . S1. 4' 1 6" 8'_ 10" 12" Ir LW Bmd 18 4 [2 22 38 44 55 45. Bind -1/2-e-d io 10 ji 16 18 23 22 -1-6-5-0 T -ic io io ii 11 -1/4B.d 10 1 lo 1 10 -10-7-0-� [!�� 30 1 41 1 84 81 .. 1. Th. 1--t Indicated by Ua--tramt TPIPI _k. 2. o�Iwn-9. -1 rvew nelr.med lb- Ihl.b. alnarwl.. Ibd I .. N.e.lrolnlA .- If -th.- plow Pmilli. . 1..b,h. Rt -d In -R.1,Pht TgP.- phew. U.�M two I. � I...g.,I. I g,b-t h-g - .1 1... of re U j-: - Ilib, fftiAg. .-d b. --d h. IPII. P.1-In -t-P- Ith th . .... It .... . Uhaw -1d In *T, t RIt-t Design far W. 1. Pip. - I. p.1,11d by o'_, with th. _b , P.b.- - P. (Slily 7. IFI, pip. b.. nbt h- m th. RIt,PInt T.I. ., pip. --1 `-,,,.d=g P FYI- .,Pditi. , -Ign 191- PIP. Ap d IPII P. awrewd by th. CIt, Trans e 1, All PIP. I. h-11- 1 110 TIIHN copper 9 w11. W - II be.dl be T- thb, _ by PPPI. h:PHhg bhblt. 2. CO... Ib P-d di, y 0. 4vn.vnve cwbdln. or th. PIP., 3. � d(.) f th. I ... thg - hP1I P. - b. =.W 'y I blTb P-1 ...... I, Uh.I. . b- - I .,it- 12' -1- - IT" hed g=l.g itb tW. If pip. 4. Uni .. pp -II by h. Ott, bbIy --g i.p. h - b. -q,,I-. IIkd1I d%"tI-P1bd1.11I p1b, I1111 P- Mbl- tP the PIP If pip. Nall " _ III. ' * th" "'IthiPtI p. d-d- 6. All bb- - -11 h- 1-1h, :1In - city . Ob... P-11 UT405 'Utility -. -OW I Ed,thg Pip. bedding PtbrPl and I-P, b-1111 -1 b. h.1- .... (I-) fill P-d I. 952 (98% In roadway) If 2. C-1-P, 1.11 1,001 1,.- q.-t ,.dd.g rP :11a lbbiddl, doe. not p- bid ppprl 1b do.), Depth If .atrial blIll b. -1- of 5', P, .. ..d.d. I. p'.- --o-, p- f , the pip.. Ali -tibld 0111 b. I-- - pip. bIddihig tin- IPI -- .p,.,.d by th. �'t, b. t _1dIp1_:,., P'2t-�Ih, 'b"'.. g- Z th .:IIn lt5rw,r %bIt"I'L." 2,41pe for pip. I Um 24' 6. ty - -1 how 1 6' lb- .6 bild. 5. "P, Ik. -11 b. ..tbllbe with bell fitthq UIPI.q pg,.d. o Qd,,.b-P Apwa- PVC/HQPE �!�, TMI IP, I ..tv. Plow B,d,I and N.T.S. b A. 77 2- Nippl. AP. man ol. F Z 12" J Slav of the mgm. I- T- of Dji,-ALu_ ab.cuon 1. tobi-e'" Valve in Non-Pawment3' A- N.T.S. d,"I`-- III III b, -- I an -1-1 a. rpulred by thb Gt ` 2 E.«l 1 . - th d. .b. P1by . CAI, b.z. P, J. Ydw 1 11 2e . W . I- PP, bran:. dip Ippl-i-, A. Lonorola h� 11or -11 b. Id .1 %.5T P, =..r 6 28 d b. 5. des Do. !q and cellar III I .. Th Wading I., -1h ..doing It f U Englh- AummgaaL P- ..I. Pit Iro 2' Vales Box P;.2' - off I' od. - It' Mgg- *111112, U.Pjh�II PIP. U Ph� , Ut P-11.11. Utility Mo seo-11be Gou! -I.d 1/-oro . I— - .- by h. It, pill I t li. w.b P'll -11 and b. P unpin If WO 011- - moll a ppz, "Ill-zoftyr -db I. U. Abb!!W \1 N- 2. hir PIPE LETTER 110 11TIES: Jenblbn I ---, hP1I P. A, A- A-liti... t.1IP9 IZP P1 I .-Ph, If 3/4- lh h.ight b. P f.Ihq up the P"' b -b- 3, L.-Ong -.1, D. PhIP-by bIb-d - th. pip.M.Ih. not pPlht.d � t_Ied 4, L-Ihg 'th IPA If biblIbblAg PIP, I. ptp./-In Phil, 1,11bi ob*I D-.W - 2,5- PIP T, -W I— th, PIP Wf of pip.. F� 1,22 I.- T. (2) S* Tap.. PIPhib Wth - If III, Wf of pip.. (3) G" TIP.. P tW and - Wb. of top III If pip.. W-rb-h, T... N.T.S. -.1h. TAPE I 1. Tm. - -11 1* 1 11-d-1 with (bb-) PA -/pIp. cd 2 'p. b. , - I- I, T.Ight Ith PP g th, Nan 3. b, 'P.h,b gi.p. NPI I-d bid Ienglh .1 pipe. Plow Itlent't'cal'pn one Warn'nq Tlap&;DNBI ®mamma ®a® =ummmumum mumumusum mumumumms 1. Th. 1.1 -.-t. lh. .-.1 .1.1.11. 1.1ae - dA.- In -E.P, blib. Df the Ribrift Ad-h-ITA, C.d. 62-5.314 Th...oration I.q.-It. - apply betwwn -y .- u<Illty Knee pnd ..I.U, P, P,PP Ville utility - 2. . . If thl. -1, rb-I-d Ibb, III tH. d public ac .... .... I.P. I, d-d by F.A.C. 17-610 Ot- I— f -.1- 1.- It I-- I. pbIft fMI..b* ln=,.d ...Ig.. bd th. I �,b_ III -PVY 3, Altbrn.- I.,-dbbb t.-.1- - I. I.W III. r hPr III. uId ft, Illh:o- _1 P. _nt. 4, Pip. -p-ti. PI- I,-- Pit- hdI - th. h dl- -.- W U.out... s.d-I.- pies/main. C-U. d pip./bid- - ... th. -- If ( minimumminimumZ"..' -'- - "T. 7"` cannotcannot. Ph 1111-d,1111, N') If --d at 111. 'r I P_h_ 7. AH t lo- Ibil b. I Ith W I 111 11 .f pipe. - M.11 b. -- - -Pt I. �.Ig It. .- IT. W -.,.g.. lI . pIt : bl. h- PIP. P,by p- PI P -I by in. Cifty 'rd "� -j- I -d`I1=`.t.db'P,.l.aw rI- Rmuirement Table N.T.S. Dees vrna & crpaetlw Evl.iby 4%U (Rental t (1' 4b.) U-sr go, Mlle BPv Padb Unit) Brw. Hem 9I Dee 110 Yolcn p (I ]/4• . MGM We b Odor la/lN Stop. at Nrb D. Updphl Xem el met ( Nale Oud Cnacb Vdw ]) cwa.l. cal>. nHat]I-]z]-nL RnNnW s.. o.lae unoy cal E.tw Tmt49 moa fw Nlal. �� � des vdY.l�C� rnr. In Be. aabl. w!. '"N" Tubeq Dte�Netr nude. m ewlbuwe „ �, NV4]-]42W-NL Wert eM Iw (ByvG1Y) Oeuble Meta (BY CITY) hope VeeM eel eIN g/Wollne Nul Iw A�N.tabN w.t RIw4 L9B11941vtvn baei�P w. 4 aw ea cwn.ttbn a pia. vdw ba Mm ]r�ee B.rde. vb. min Ady.Mwt t w b.dMp en0 lrex Wa Nw� roG, not w wlw S�� _ VN D. a°I°.n4t.ne mat ( )Ndn NNIt a 3/4' Brew Slnple Yelw 1199 walbn Pb./4o aa.lb9 al _ MNfmarellen� AWWA T1n.wM Rllwlna Ca1�igYN Meta Rwno H. (n Aw.mly Cwn.abn (wbWWY far eud a.at Vdv4) Cab to NatM Sadc. to 43' Sade4 OPdYeMYlw. TubMp, 1' min. d' Sea B.W49 Blrap (flat) Woter 11dn pt lb°F sl.d Meddle tl9IF9: TDe be SeDllee 1. All pipe Mal be 4 DA" elth / to TIInN Wed tapper xoT¢l: Bqp�; wane ebb, 4ot49 eb mat! b. 4.Idl.e lbe °bow the p4. 4 a wnlbae —It. Ouel Nam Brw. eIN DO' 1. MI MUnp. al,el be brew ells cwanwlw-Dwb Nl tT. cwnwtlen.. 2. T I,I eee Mdl cover al male. plp.. bra — (4dud49 1. PVC atmslone Mall not be UeW on wlw box , Grb Slw4 rrd �° M hydal) and .rvke wn _e. 2. The acluDlbg It fa volvw Mall be no deeper V4]-42W-nL 2 No ..rNc. Poe Md a/wd w IarmaoN untl.. ° dnraay. 3 Traeb .be Mdl evMd a maDam of 12' dzn. than 24" from dtenate Pnlehed pods. 9eMcp eud ? Netr eW of .rave Met lermlnate eltn arb eto (DOI for e491e sadce 9 pad. wd dud hom wd arb .tap. (BO'fbr dud e.,—. T'r.Xatel Mewl. ud/a Ww Ib4 3. Wnae voles It k ma. tn.n 38' bolo. peda, ham Mato riB e 4, a raeln9 — Mdl be DaIW wd PI l n wlw bw and voles oa.embly Moll indude tester apacinp peas a (P.E.) A Met wd of eerMa Mdl lamilnal. ]' pest meta locelbn ehae eadce Moll M .atly oaYYW4 avlwaw as approved by the city Mal. odes. dt—ted —lelw, evtwd ]' abew MIMW prude t W !e ° 2' i WAt d.W eWe of men.. pb. wa/a .rNw, Ins iradn9 NOTE . • 4• v 4• .l k.. It d4ect.d, writ. cwnwuw Mal b. burl.d ane bested • Mdl M goeW 4 ° weprly a , PVC wlw ba. WIh a 2' . 4' . 4• palmed manta. Slake ar maba MWI 4dcala lot(.) 1. Wt. S"M . Moll be 1' dbm.ta P.E. minlmum. la be .aw6 2. Sld verb slop CD,, a bullet locked uel1 Nigh i O—t. Dufb Mall be'abed W.PW a w.-tul) a 'W 1.-9 Flald 932IMclurinp Cop Sod / 93210130, Bullet 6. Sadce con ba to the male .MI uw DeK.d .°dde, wd t.ppbg of Stud 93210140 and bo , B32f 0120. endl b, by�r a od enae a .da tapes le ranowd. 3. 9aNlh w2' fr. °bow MIM.d prods .hdl be no ]. m9adcee I-lel veer MIMW w .aabp pavemwt Mall be dbwtlwally mdr. loan z• bum bDaw or tam. tlrlled. B II— approve, dewt tap (ne .Well) mar be uwd w Wdle Irw Pip e. S.rvbe tea.. be blu. IPr pd bl. Bata wd porn. (mP9wte) la deleted evlar. Tracing Wire Location Oeleil Valve Rez d Cevar Oelail Blnp(p FemiM Reeldence N r� Rauratlon Cetall 111i1'ty (Wafer k Reclaim) Serv'ce Connect'Dn cell N.T�S. 'ORT!— o— N.T.59I�wf N.T.S. °°"c In .Prwrty — ® Bad. —Right—of—ley ® Slop. Srdce hum 1. Pbw/ma4. 4 the wtle r. fa ranwntDtbn aN�.n wly. Refer 1* plan a utDltc Mwl. IkePipes/maM materK eke, wd wne9umt_ 2. Fe 4m.t Be.nMler, llon, I,'utlbp 9ttmg. and bmu .w my DI Oc.. NLLY. ]. -eee alnclW by GIY. —1.71" we petal. —1. b°..e MOII be 4, eeNpeit .ied'wld °bee'c t«DdeI pa...d ypla•N_ If ypa.dLl...dell Iran Best of .Ideeelk 2'. wd acn tool Dd oN a e4 vet van ed)wwt bt. I'R7Ti'i'Ti:;(�fRT7•iR.i':fTR1I1 A� CIVIL ENOINEERB l Na1—)a so1°--32751 NOW 1. IMTMLBACNF � NS'ITEYCTCECMM9HILLOTDM ACTEDTOMIMUNDERPAVEMENT)OF z TAEHCH BmYM HERE: COMMON FILL corrACTll m P61LUNOER—MENTIOFTHE MAXIMUM DENSITY AS PER MSHTO TT 0.—AEDDING MAERML SHoi1 CONFORM TO FDOTRO, 1 11r MAX�(13'MIN.oFOR nPEDWMETES EAE THIN N' AND N li MN)FOR PIPE 6. ALL5. PI TO CBE NSTAL ET BE D BATH ELL FACING UPSTREAM TOMITTED IN THE TRENCH DLBOIAG THEgRECRON OF THE ALL BE r MINIMUM FOR PIPE DIAMETER UP TO 17 AND r MINIMUM FOR PI�METnovn�ofuxM IFGNSTABE MATERMLBHAN GovERN DEPTH OF REDOING THE FIELD REQUIRED REMOVED OF DINAL RESIT Av TEONANi-To aEA7HsIST kE POLNIATIDN EWITHKLAPPLCABLE GE6. 6MKFKE RESTORATION WITHIN ORANGE R—COOT NDROAD IN�MICOMPLYWITHREOUAIONS FRM'IrtILIUTION PEOAATION9 AND ROAD CONSTRUCTION SPECIFICATIONS T6^F-11, 1 GATE VALVE AND DnBOX FIGURE A+OT WATER AND RECLAIMED WATER MAINS dtBLHgE IHBOX aYt FROM TOPEST TOP OF VA— BOX RE IBEENOTE 41 RMBHED PVKVE BOX PAD FlOUREAI COMMON FAL LfCTI'e ACIAsTABL ry —LE IRON f �T SEE •��i VKVE BO% rd• E 2 TAUONMENTRNO LOCATINGWaE 61LIENTSEAT TER MW M DATE HEC T BEDDI NGNOT RC H Cv STONE BEDDING RC- NOT ON VKVE CENTERPEAVASHNL BE ED OXI OPERAT W G Mrt NOiETICB. OR DUCTILE IRON PIPE E%TEEION66HALL NOT BE UBSDON VKVE BOX N—- 3. VKVE ACi1 T\TI NUTMINEEEXEAOEDTOBEWITHINSOPFNISMDGRADE. 3.DE APLAbi1C DEBRIS MIIELD 1—NMENT PIRG WHICH INBTKIB BELOW THE ACTUATING NUT AN IANMNEINEILLTTRAIT�ONINIER THE RISER PIPE BO%OVERTM LCCATMI�VLA SHABE RESH�BEC0.0RCMOF.DTOMACTCHT lUTY%RSTNLTEND IEO MVI OR NEW CONST—EIaN, THE VKVE BOX SHNL BE ADLSTED TM MIDRANGE TO ALL RE eox MUSTMENrs. REFEFTOI PUT FIGURE AI11 FOR INGTAU.ATION T AT ADEPTH OF S OR GREATER. NOES EVi) OF THE MAAXIIMiUM DENIII ASDPERIAAAHTO T-HE 4s•Aleex BAIRFII-L OOMMIN FILL COMPACTED TO ES%(NS%UNDER PAVEMENT) DE THE AXIMUM DENSrtYA6 ER MBHTO r-Im. PIPE BEDDING UTILIZING 6EECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH 1YPE A BEGUING AND TENCHING DETAR ANY BE REQUIRED AS DIRECTED BY UTIL TIES A 1 DIAMETE 7 MIN�LWMEREEBBT DIAMERHAN WART N`MAXL INUFORPIE COHNST e: N1PiFE TO M ASTK OWrtN BEIl FEED.TiNELT UISTRRENAMTOO THE DIRECTIONOF TM T. FN STORAT NIMPROVEDM BHKLBENCOMPLIWICEBMTHALL orve DFGOERNNGAGENCIES s INITHIN ORANGE COIUINTY RiGHT.OF.WAY B-1. COMPLY N1 REGUIREMNis DF FIGHT -OF WAY UTILISATION REGULATIONS AND ROAD CONSTRUCTIp! SPECIFICATIONS NIONYEM SAOII UBTER 32fOR MNNs ITSIN EX METER ORSESGEARTER REGARDLESS OF pFPTH. TE.F—BlI,-1 REST —QED POPE T46LE NOWE AIOM WATER AND RECLAIMED WATER MAINS MNSMUR GTN (I TO m REeTSMNED ON EACH BIDE BE RnNOW) PPE BME TYPE PYL r Or r +r +r MIT v,, Mr BEND m m m m m m n m L. +» Nr BEING) 1B M a S, a a a u m a+m BEND n v u 1n n a N u-+M• BEIO e s e +D +x PLUOCRMTANCH m 1m +w a1 aBA OFTEE m vKVE a x Ns Ia 60 AS a a n6 11 EIXICER VARIES BY SINE; T, BE ceiEZ. BY TM DF MI FNWNEER. INCHES 1. FITTINGS SHALL HAVE ESTRNIED JOINTS UTAEss OTHERWISE INDICATED. x. BATKLFULLENOTHJOIMBVATHTOTKLENGTHEOINLrOORGREAtENTHAY SDAN B THAiYIELDeT 'NMTTOINGESATTI—N T NMDBIA�..SELECTRRNGREBTRNMLENGTH ALL INONE vKVE3 SHALL BE RESTRAINED. RESTRAINED AUNTS ARE USED. THE ENTeE BELL SH UL BE E PNNiED D.MK 6 PRO..UPES OLL, MINBTHRUBTRE6TRNR DESIGN Fpt DUL IT LE tRdI PIPE' GUIDELINES PUBLISHED BY OIPRA USING THE ASSUMPTIONS eHOWN BELOW. WGRNNGPES6DRE, L —1DEPTOOVEp CONIZZ1 NFACT FGR Plc PIPE. jM THE DElIGN YSI—ECIBNGINELL DESN)NATIONS, IAYIN EI—IONS, PIPE MA — INCREASE THE VALUES IN THE T�K ETC.ED 'OR OF ENCASED IN POLVETHYENE. INCREASE THE GIVEN VKIE BY A FACTOR OF 125 NS 1-11.-1 EVAJR!BO%PAD FIGURE 2 N-X N'SQUARE (ROUND OP'TONA-) CONCRETE OR POLYMER FLUSH oOPWIRE VXH VKVE SOX HFIMSHED VAL NO Cx AM,OVER GRADE FACE VERISOVAAE ® AND'� ' I LGE R RECIMMEO V RE TER) ice, AE COVER Wl IM N) COTETEI WITH F-- RED. NOTE3IORN'THH (SEE NOTE 1IANISC IBEEX: YMR MIX MATERIK DETAILS BELW✓I INSIDE PAVEMENT OUTSIDE PAVEMENT EMmADENI-11'To� AFc uee CAP. IETTER6 WATFA — ; IDENTICE �TPON DISC F_ —4 �1HEFTPNODF. A1iCIN'!N MN BE HAND G I GMCTOSSEMBED INPAD HINBIOEPAVEMAHE WIRE. OUTSIDE PASS ENT NM ERONxE(OR STARLESS SEEL) IDENTIFICATION DISC SHNL BE REWIRED FOR ALL 11 KIEE HT CONCRETE VKLE6. LIEU OFFREDABTCONCRETEPAD, A N 3ANIFTER SEUSARE)POURED CONCRE}E PAD WITH TWOM REBAR APoUNM AY BE UBEO. NI 12 mmm��©s mmm��®s ogaga 1 MSMER6 ARE REQUNED WHEN UrttItt MINI M IDDTED OVER 30 FEET FROM EDGE OF FM TOTE RIGHTOF WAY. MARKERS 6HN1 BE N OSI C EiER SCTHBOON. R EVC. BLUE FOR WATER GREEN FOR MARERST6 E PLACED ATUPLL LDNECTIONK CHANGES-D AT ALL -ES EXCEPT ANTS, AGOID K MARERS SHALL BE NSTAUEDAR E.E[EO 60 TNAT TM 016TINCE BET —NI MARNER600E3 NOT EXCEED IDJOFEET. MA® CIVIL ENGINEERS uMnEw�ilnM n�za1 n < W� FQ W CL /LL. Yr O rc � EQ^ W LL O Z Z Q O Qo LL �t 2 z W� Je _ GENERAL TE: IMIWIT1f.GHf TYPCAL VALVE EO%COVER FIGURE Al 1P RECWNEG 0 IVPICII lfICNNG RECVy�®WAT9i ❑G❑❑❑❑❑❑❑❑ GOOD DO O❑O OD000❑❑ L. ❑ 000 0 ooD qw❑❑❑❑❑❑❑❑ M. . D DD DD❑ WATER o.. o D❑ccoao PoTABIE WATER I LOCH NGUW AAEREW WD ON ALL VALVE eD%E8. T GENEML TE Fa.vTfl. MJ TAPPWO SLEEVE AND GATE VALVE FIOUREAtlt-T MBEMBLY FOR WATER AND RECLAIMED WATER RAKED E%IarlNc ME.HA—ASH, PIPE BPUT GlN10 PIPE sIEErE � PLAN SECTION A - A LOCATINOWSF 18HEo GRApE f iREWATER, NYLONSTRAP RDWMD MAN FJOIN (BEII TRIGIRE wam T LREOUPEIN6UTATEDLOCATINp WMEItOGALOPFEN)CM DETECTION BY ACABLE LOCATOR AND SHALL BE WMPPEp WITH D.THNYNYLON BiaARe' aF THE PIPE. 3. LBOATINOWI EBHALBE LONTWIKKb NBDE VALVE EO%EB ARD MLAL EMEND tt VF TOP CFCOLIM. ? WIRE WSUV.TION BNALLff CIXDR CODED FOR THE TYPE OF PIPE BEING WBTALLED. r onre. F—I, W SEPARATION NDRECLAINtt FOR FIGURE Af tB WATER, WASTEWATER ANDRECMENTSF R MAIN( GENERAL DATE FMFurF It.-1 NTABBEMBLY FIOURE ABBE E%PA.NSION FIBER MATERIAL BETWEEN ICNCONCTE. R%ED CONCRETE EIXiEB(TYP) SHEAR PAD WITH FISERME6N TOSS CO ETE VALVE ED. SIDEWMIt RDM PA TED %FTLL DUCTILE(POIN CONCRETE ANCI ty'iIMSV, D x HDRING VALAMA�wR, E—EEl" TEE COUPLING DO1ESL6TOAE(6'MINI SIR _ HYDRART ������//////------FWE YDRART wssEMBLr PV EEno OABMNN IXATPEAVENEnT WATER RM.. 6TPN0 ) FL,LLD CJ ��r Fir, 1yr L.TII ALTERNATE ONF pTE6: BMREE OF THE SPR�I CNYIXUMS-REOPUONNECTION — BE4FNOM TIE T1O1 THE MYW. B. BONNET COLOR8: To IE DETERMWEDBYR.OWTESTmDRARTs SILVER.. TE. FHwBfI. blt WATER AND RECIAIM DWAT ER SERVICES (TYPICAL)CLNlERUNE FIGUREA121 ST— (8EEN0TE21 CDEWAUt(TYP) (S ENOTET) � ISEEINofEPtl 1I CLRB STOP 6HN1 BE WSTIUED sI n.AUFANCCUND TaACTOR TTO LOCATE =THEGROUND EPNO LABEIID STOP(TYP)ON ONSTPEEi BwE OF RARE 61DEWPLt GARB STOPST RACING AT%TSQUARE— OPOF 6TAIE SHALLSE PAINTED THE COLOR WITH THE LOT NUMBERIB) li SERVES. (BEE NOTEP" BETWEEN RISING N OF THE UTILITY I 1111SEENOTTS MV MIx FMIN PER 9PECIRCAiwNS GSO(EFRUENTPIPEDMMETER) TM sPELIFicATwNB CONCRETE NTHADMU 1 IF TJP Jt T PIT RE PPI E. US RAA RAA .wIM SURFACPP ES BEALEP�APPLIFD tOI BDTN LIPS ap TI _ N� realDR;D DFXTEFHOR t CT E REQUIRED WHENEVER INVERT OF INF.UENT NEVER IS NOR MOR ABOVE THEWVERT OFTHE MANHOLE. SEE MANSO E CONNECTION DETAL 3 ECCENTRw CONE DESIGN WAY BE USED FOR CONFUCT RESOLIrtwN WITH 000 AL i A FLOW CIwNNF1 SHALL BE COnsTRUCTD INSIDE MANHCtE TO DIRECT BPWENT INTO FLOWSTREAM. PROPANE TpRCH 8 HOPEA lNO RNGSHMAY BESURETInNED FOR BRICNR_AE i G HT11TI VARY AS WWD. AND AB AVA E. FROM A,PROVED 4 MA® CIVIL ENGINEERS MaII,Ond' e. L0 W J r^ Q _ a. LL LL (L Z Z W Q Q x O a Q ppp� 2 "6 J� NM ar HooNAiru.cEw OffimBIDE DR ONAEC E BEING MANHIIII PRECMT AEll—I.E.. EEL MMIKKE TNHESS STEEL PIPE CLAMP PRE EypLE WALL WALL PVC INPUC SA PO BLIEMCOMIECTIXi NEW ANDEb6T NO MNNOLES NEW MNEOLES ONLY NOTES fiTANDARO CONECT CN OP PIPE AND FITTINGS SHALL BE OF EQUAL SUE AND MATERIAL AS THE INFULENT SEVER I DE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT UNES, MICH AN INYER-OR MONE ABOVE TE MANHOLE INVERT. 3. TOCOOTETHEPRE6ENC OF UTILITIES INSPECTOR OJiINO COR W G Np CpENECT IOV IENISa i0 EXISTING MNAglE6. GENERALNOT S 1 A. AND FORCEMAI TECONTRA OFEXERCISE WJNSWMTEWAER TINE, GRAVITY M NECUI DWATEREMAN9. MNNLOCATIONSSHOVMONRANSMAYEOTBE EIMCT. L ECONT"A" IS RESPONSIBLE FOR FIELD VERIFYING EAETING UTILITY ]. EHIXND A PIPE EMERGENCY OCCUR. THE CONTRACTOR SHALL IMMEDMTELY NOTIFY THE OCu OB,A—HOPERATOR(O]2% ')Mb THE OCU INSPECTOR. I THE CONTRACTOR SHALL NOTIFY THE MU CONSTRUCTION DMBION AT EMT SEVEN GAYBB]PRIOHi TO COMMENCEMENT OF THE CONSTRUCTION PROTECT BY CALLING (AOT) G5� . A THE CONTRACTOR MALL NOTIFY THE OCU CONSTRUCTION DIWSION AT LEAST 48 (OURS PRIOR TO ANY UNURES—TRULTION BY CALLWO M01I GS RB. 5 THE MATERIALS PRODUCTS, AND CONSTRUCTION OFALLUTILITIES GONEECTNG TO THE OCU SYSTEM SNARL BE IN CONFORMANCE... THE ORANGE CpMRY UTILITIES B"N"ARDS ANO CONSDxIJCTION SPECIFICATIOxB MANUAL R SIIFPOREM DOPROTECTEDAGA—DAMAGEDURINOCPCNEIRULTION NE ].THIEDONTRACTWMAGES TOTOOLONU•ATTIFMARS EANDINEI-ITIESb E%PEK—HIi9NOTMADEENATIME11 ALL MANNER. MOETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPNRS AND CLEANUP. TE CONTRACTOR WILL 9f CHANGED FOR ALL EXPENSES MSOCMTED VATH THE REPAIR B E CONTRACT W RHMLL ADJUST AJL EXISTING OCU MAIN-NOFACNTIES IN < OAM, IXiNEYVAV9. BUT ME NOT UWTEDD TO PPEUNES PUMP STATIONS,VAIVE BOXES NDEWNR RELEASEV RV PRE HTDRANT6, MNNOLE COVERS, AND METERS. S VALVES TXECONTRACNTORSHNLATE MU ATCOORRONATE VAALEVE• OPERATION WITH THEAND RKIEAUMED EWU AMPECTOR. FOR OPERATION OP MANS NOT O.MED BY OCU,IT M TE CONTRACTM'e ESPONEUBRJTY TO_OI E WTH iHEMPROPRIAEUTIUTYREPRESEMATM. t ALTMTE6 LNOTCNISERTERRUPTIONSINWATER. WASTE —ER, OR RE—GAED RATER SE GOD ] WORNNG DAYS IN AOVMICE WBW"RON3EOF SERVICE—H THE OCU INFECTOR • .� COL£R MNNUOI MOUND,E.oLM , .coven m'PI =_ ,,77N ll GRADE AA MOUND MANNCLEE E FROM OBSTRUCTIONS IN ALL DIRECTINS. AREAS 6UPPOR NGCONCRETECOL MSLABBHA BEPROPEPLYCOMPACTEO R NISO GRADE, CROAK OF ADJACENT ROADWAY, OR IM YEAR FLOOD �ELE ATIIX{ EAH—EV£R I9 GGEATER AND� TER �LTb^s N Kl9uBMIiA IF P NASIGNEDA D REALED BY ENGINEERING FOR APPROVAL EF'oN TO IMPEMENTATXRN BY CCfJTRALTOR ' RE. - IN OWRlNO ON6TRIJCTION BEEP KVEe ONALLVETTAPBCLOSEDUNTAIL i CONNECT NEWLY DONSTRID WATER LOMNNNS TO ANY IEX R STING WATERPMASS UNLESS CLEARED BY FOEP AND OCU. 1 iOReHALL EF—DE A JUMPER ASSEMBLY WITH A SAlNPE N NFlu CE IN ONCR TO CHN�LOF MATE NNEDR BH NEWYMERIMNSvn E WATERANEXISTINGPOTAX-F POTABL. OROHITORECI-MMED WA ER OR FOR<FMNN6H AUOY eE EpuIPPEO WITH ABAGRFLOWPPEVENTER. t FOR PVC PIPE THAT 111E GAMED AND MAINTAINED BY ECU, NO RPE BENDING IS _ESaNNCHEBIPER J WT PE TT STNicx OF FEN 1.1NEC TEE T DFETIO. IS 011 BEMADE NLYW1THS.EE SAND 17ING6. IALINMEM CHANGE SHALL t RPE TEAT IMLL BE OANEO MDMNNTNNED BYOCU, LONG RMIu9 RHER HORIZONTAL oR vEaTICPL MAT BE INSTALLED—H STAMAND RPE BY DEFLECTIO" ATT RPEJORie, FRTINGS R THE VARKKJ9 Pu EDLEEFNDN ALL NOT FACEED ]S PERCENT OFT E PIK MANUFACTURERS RECOMMENDATION. -.E.1-1 LITTERS FLUEH WITH TOP OF Go— SANUAR -NON LEFF'fMnNO PRX HOLES EG 6l.RFT1 E. Ff 2 t-t?MIN ELEVATION ILRIE6 GAMED MD MNMNNED MANHOLE. 'ORANGE COUNTr ALLIOO SHNEr APPEUTAR ON PRNAE MANHOLE. IOE LAEML FIGUREA308 3 3 riRINCH EVARIE. LEAN OUT P NYE WITH — rSRANCH r Ar (TTP.1 SED UAME(SEE NOTE II ON "'A, RB (6fE EOE e) HTB SEE _TEMP µ O STAKE TOO SHOW LOCATION OF rELVOR LUG.(TYR, pIOPE._M_GE1TN tmt MW NTR.1 iQ tll • b'ITYP.1 BEWERMN PLUMIBER I9EES UERPL NOTE 11 YP 1EIF NOTE6 GMD]1 S"A S UTERE PROFILE(TSEixOTEAUS NOTES' INVERT OF SERVICE& TERRAKOT ERDISNRSMf N BELOW SPRING LINE. WORN OLAR—TOR. O SHAUOR THAN 3-ET AND NO DEEP R THAN IFE LOCATOR &LLL6 TO BE INSTALLED BY DEVELOPERS SITE YDRN CONTRACTOR, ONE PER SERVICE. NLEO. BF.RMCE CONNECTIONS SHN1 SE PERMMENTLY MARRED BY CUTTING AN B IN THE CUPS DIRECTLY OVER THE LITERAL BULDERB PLLATERALUMBER vALLREMOVE RULED. INSTALL LLEMIXrt, AND CONNECT SERVILE S MA® CIVIL ENGINEERS L0 R J W FQ � W Q YC LL 0 Q 0 W Q Z Z W 0 Q O S Z E z wil J� J,��4 `k ffiS k G'S9B4 �; k a W D A �p y o ape F t00ta A D, I IP(�n r CD-5 5 x , �� - ,+n ;� .; �*�' - F y �, x�,�> a r�r� ���t. ,� -" � �%' ��« .?�. �•:. ��„- ,... j _� `J �F �./^ .✓. :: i� . . L �' _. . . q � -at � � '' ,fir ,A�,f4 ��re�-�'�� ` r� }+ r � < tiJ $vr �Y r` ik � � `� 1 , �' � r ' ..� �,, ro ,�� �5 ,�t ; "�' r% Sirg 4M � 4� ��� tY t : 1 � � � .ry y. _ l ay_ `�d� 7 �!�#�xt�'r,��i�y{,.'r`,+F-}�, q° 'fib' Yr� v�¢ _ � � �f ;,,l t v r � r,. � �;. � �� k fY%�tt (` rrtoc�! kt �t 'M ' a' .lam 3 u, ' F � •' Y NIP f y 'v r�� v -r y �'.y" �� .� �S !•� � g � �' 'S�9$giy��e�'��1tP �� , M } � ` �r�� - � .. i��$ � � yfe, _ �, � .�„ 8 'fix v x .•i, �y�y, � 6 t ii"�,'� jjtyr1p +�;.��r(��5{�'�P�� f n � - ''�✓ 4� x �W'yrw ,-7�'i�"�� � an ( k � � �*} � (y�ii-� { i J 74�'�P4 ' ,7 �-. M. V ti r 'fi -, „ #{d;.afP� A'�e`,�k'r3�.%✓'(tdP�ji'�jrav'r �r'jr E. Y hitir 4 i# d' m I "": J tTM sT "�l mot, i �- � p s� \� � ƒ � �. ■ C. f /���, _" .,. ��., � ,� �o. :. �. � �y �` :�" ' - �,' iq, t i r Jlfl \\ `' - --.. �� `\`�..' V��� � ,.. 1 '' �� . � .} �� � .. r " `� -_ .• {� �� ' i y. � � aY •}F• �{Tj .. '>+.. �. � .R _� �� ,q� may:. y EM"'A" +ma's r;-s , A' d b o ' _ .t_T �^` � x� �je .!R„��`�•"�",��, �����ri`�'r'�JF Ay�y„hx(,,�e�'"f,.:�"� 'S ra �� w�. � � � x2 � ij �� �� r LA � �- ;_ _ � mil. - -� ■ \�1 did-. � � - � � ;�.. i '?-'•r .. t 1 t 1. i A COPY OF ADVERTISEMENT Date Published and Media Name FWda f April 4.2019__The West Orange Times 3B_.1-1-1-111-1 Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING LARGE SCALE PRELIMINARY & FINAL SUBDIVISION PLAN FOR ARDEN PARK NORTH PHASE 5 CASE NUMBER: IS-2018-016 NOTICE IS HEREBY GIVEN, pursuant to Article IV Subsection 4-4.G.(1)(c)2., of the City of Ocoee Land Development Code, that on TUESDAY, APRIL 16, 2019, AT 6:15 P.M. or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Large Scale Preliminary/ Final Subdivision Plan for Arden Park North Phase 5. The property identified is Par- cel Number 04-22-28-0000-00-001. The subject property is approximately 52.99 acres in size and is located at 9923 Clarcona Ocoee Road. The proposed use is for 89 single-family homes and associated infrastructure. Interested parties may appear at the public hearing and be heard with re- spect to the proposed actions. The complete case file, including a complete le- gal 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 Commission 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 continuation of these or continued public hearings shall be announced during the hearing and no further notices regarding these mat- ters 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 verbatim 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 need- ing 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. April4, 2019 19-01466W