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Home My WebLink AboutItem #13 Casa Mirella Phase V - Preliminary/Final Site PlanI q q aw k Z. a 0/0 V fl , da AGENDA ITEM STAFF REPORT Meeting Date: October 7, 2014 Item # k 3 Contact Name: Contact Number: Michael Rumer Lp 407 - 905 -3100 x 1018 Reviewed By. Department Director: City Manager: Subject: Casa Mirella Phase V Preliminary/Final Site Plan - Project # LS- 2014 -002 Commission District # 3 — Rusty Johnson Background /Summary The subject property is located on Lot 3 of Casa Mirella located on the west side of Maguire Road and south of Roberson Road. The parcel of land is approximately 2.7 acres. The subject property is zoned Planned Unit Development (PUD) and is located within the Belmere PD. The Belmere PD, which encompasses +/- 455 acres, was originally approved by the Orange County Board of County Commissioners on May 21, 1985, as the Lake Whitney PD. The northern portion of the PD was set aside as Tract G which consisted of 177 acres that was labeled as `Future Development ". In 1995, the PD Land Use Plan (LUP) was amended to permit 708 dwelling units in Tract G. A subsequent non - substantial amendment in 1999 carved out Tract H from Tract G. Tract H is the property that is now owned by the Unicorp entities. The 1999 LUP delineates Tract H as (1) Commercial totaling 42,960 s.f. and 5 acres maximum (2) Multi- family totaling 180 units and (3) Adult Care living Facility (ACLF) or Adult Living Facility (ALF) totaling 130 units. The LUP also explains how the multi- family and ACLF or ALF units can be converted to single - family units. The LUP states that one multi - family unit is to be counted as equal to one single - family unit and seven (7) ACLF or ALF units are to be counted equal to one single - family unit. The property has retained the Orange County Citrus Rural land use designation because of previous vesting. To date, Tract H has been developed as Casa Mirella with 42,960 sq. ft. of commercial and 216 multi - family units. Lot 3 has been set aside for 85 ALF units. The applicant is proposing to convert the 85 ALF units to 12 residential units and add 48 more units to the PUD in order to construct 60 multi - family units. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County Citrus Rural PUD (Commercial) East Ocoee Commercial PUD (Commercial and Residential) South Orange County Citrus Rural PUD (Residential) West Orange County Citrus Rural PUD (Residential) DISCUSSION: The Casa Mirella Phase V PSP /FSP is a multi - family dwelling project that proposes a total of 60 multi - family units. The 60 units will be provided for in two separate buildings. One building will contain 36 units and the other 24 units. The stormwater will be handled in the existing stormwater management facilities and will require a modification to the existing SJRWMD stormwater permit. All internal roadways in Casa Mirella Phase V will be private and will be accessed through the existing gates. Casa Mirella Phase V PSP /FSP proposes a continuance of the 6' high decorative wall along Maguire Road. The appropriate buffer planting will be placed between the sidewalk and wall along Maguire Road. A wall and pedestrian gate will be provided on the north side adjacent to the driveway off Maguire Road. Casa Mirella Phase V PSP /FSP proposes a new playground tot lot area and dog park to take the place of the existing passive park. Potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reuse water, police and fire protection. Finally, the Applicant has requested no Waivers from the Land Development Code for this project phase. Issue Should the Honorable Mayor and Commissioners approve the Preliminary/Final Site Plan for Casa Mirella Phase V for an additional 60 multi - family dwelling units on 2.7 acres? Development Review Committee Recommendation: The Development Review Committee (DRC) met on September 3, 2014, and reviewed the Preliminary /Final Site Plan for Casa Mirella Phase V. The Police Chief commented on the future ordinance requiring gated developments to use the "Click2Enter" system for their entry gates. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary /Final Site Plan, subject to the resolution of any remaining staff comments. Planning & Zoning Commission Recommendation: The Planning and Zoning Commission reviewed the Preliminary /Final Site Plan for Casa Mirella Phase V on September 9, 2014. The P &Z Commission voted unanimously to recommend approval of the Preliminary /Final Site Plan for Casa Mirella Phase V. Staff Recommendation: Based on the recommendation of the DRC and Planning & Zoning Commission, Staff recommends the approval of the Preliminary/Final Site Plan for Casa Mirella Phase V. Attachments: Location Map; Aerial Map; Preliminary /Final Subdivision Plan for Casa Mirella Phase V date stamped on Sept 22, 2014; Pictures Financial Impact None Type of Item : ( please mark with an x') X Public Hearing _ Ordinance First Reading Ordinance Second Reading Resolution X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution For Cleric's Dept Use. Consent Agenda Public Hearing Regular Agenda Reviewed by City Attorney N/A Reviewed by Finance Dept. X N/A Reviewed by ( ) N/A Location Map Casa Mirella Pa ? A siI:I:IJIIII1e nmm..l �fl�i IIII 1111 NINE ON t LO §0",, pj LAKF_ RHEA LAKE WHITNEY LAKE LILLY 44_ LAKE PEARL T j \'�� f BONNET I\ all i ,, �. ., �� , AMENDMENT TO PRELIMINARY /FINAL SUBDIVISION PLAN AND PRELIMINARY /FINAL SITE PLAN FOR CASA MIRELLA -PHASE V (BELMERE PD) - - Lyn - - - CITY OF OCOEE, FLORIDA PREPARED FOR UTILITY SERVICE PROVIDERS RECLAIMED WATER CABLE 01 OF OCOEE BRIG H THO'JSE NET& 'NN— ENG /UTLITIES DEPARTMENT 844 MAGUIRE ROA] OCOEE. FLORIDA 34761 PHONE (407) 905 -3100 FAX (407) 856 -9265 PHONE (407) 532- 8508 FAX (4O7) 656 -1162 CONTACT: P.J. KING CONTACT: DAVID A. WHEEER, P.E. WATER AND SEWER TELEPHONE ORANGE COUNTY UTIU11E5 SPRINT 9150 CURRY FORD ROAD 33 N. MAIN SIR E =T DRLANDO. I 32625 WIN 7<.R GARDEN, FLORIDA 34707 ?HONE (407) 254 -9BI7 FAX (407) 254 -9399 CONTACT: ANDRES SALC_D0. P.E. P40,NE (407) 814 -5344 FAX (407) 814 -532D CONTACT'. MIRE 5HE'L ELECTRIC JUKE ENERGY LAKE MARY. FLORIDA 32746 FAX (407) 942-9202 CONTACT: JEFF ZA.N.ARIS MAGUIRE ROBERSON, LLC 7940 Via Dellagio Way, Suite 200 Orlando, FL 32819 PHONE: 407.999.9985 FAX: 407.999.9961 LEGAL OE L RIF DON SECTION 31, TOWNSHIP 22 SOUTH, RANGE 28 EAST PROPERTY APPRAISER PARCEL ID #: 31- 22 -28- 1204 -03 -000 LOT 3, CASA MIRELLA, according to '.he plat thereof as recorded In Plat Book 72, Pages 124 through 126, Af the Pub&c Records of Orange C—O, F,rda, also being described as. BEGIN at the Southeast co n of said LPt 3; thence run the /allowing c u r along '.he b-,J ry Rf said Lot 3: thence N00'15'51 "W, 403.28 feet; thence 18110' 21J. 28 feet; thence500'09 "50 "E, 21.21 feet; thence 58950 "10 "W, 105- 51feet;fil n— 5000950 "E. 76.40 feet; thence 541'49'31 "E, 14.16 feet: thence 500'00'00 1 E, 150.55 feet; thence S44 2946'E, 64.01 feet; thence 500'00 "00 "W, 99.12 feet; thence N89'4409 "E. 266.07 feet to the POINT OF BEGINNING. Containing 2.717 acres more or less and being subjoct to any rights -0f -way, Fes frictions and —Ants of rerord REVISED SEPTEMBER 12, 2014 MARCH 21, 2014 DONALD W. MCINTOSH ASSOCIATES, III 0A 1 ENGINEERS PLANNERS SURVEYORS 2200 PARK AVENUE NORTH, WINTER PARK, FL 32789 407.644.4068 THE ROAD DESIGN HAS BEEN DONE IN REASONABLE CONFORMANCE WITH THE FDOT "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS ". CONSTRUCTION PLANS WERE PREPARED IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. DEVELOPMENT TEAM OWNER /APPLICANT /DEVELOPER: GEOTECHNICAL ENGINEER MAGUIRE ROBERSON LC DPVO ENGINEERING 7940 NA G—AG10 WAY. SJITE 200 55N ALHAMERA DRIVE ORLANDO, FL 32019 ORLAN'00, FLORIDA 32804 PRONE (401) sss -s9es (407) 29D -z3n CONTACT PERSON: CHUCK WAIT_" CONTACT PERSON: ENGINEER /SURVEYDR: LANDSCAPE ARCHITECT DONALD W. M-- ASSOC:AT_s. INC. OALF & COMPANY 2200 PARK AVENUE NORTa 651 N. INLLS APE. WNV ER PARK, TL 327H CRLANOO, FL 32803 ( 407) 644 -5068 (407) 895 -1317 AG NIA PERSON: JOHN T. TOWNSEND, P =. NON PERSON: RO,N —E. AS LA SHEET INDEX 1. COVER & LEGAL DESCRIPTION 2. NOTES, SPECIFICATIONS AND LEGEND 2A. CONDITIONS OF APPROVAL 3. BOUNDARY SURVEY 4. AERIAL & OVERALL DEVELOPMENT PLAN 5. HORIZONTAL GEOMETRY, SIGNING & STRIPING PLAN 6. GEOMETRY DETAILS 7. GRADING, PAVING AND DRAINAGE PLAN B. TYPICAL SECTIONS & DRAINAGE DETAILS 9. EROSION CONTROL DETAILS 10. WATER AND SEWER PLAN 11. WATER AND SEWER DETAILS 12. WATER AND SEWER DETAILS 13. WATER AND SEWER DETAILS L1 -L5 LANDSCAPE PLAN N I 4 M a a E a V I . i 11 , . .N29 \=E \1 —, T GENERAL NOTES: r / IF CNTIFDI G IO no (s) cAe » 11IF-D IC I' ,E. ni oeo z..s "'T" IF IAII OF IT ILL. A 1EA III 'l D�v F1 1-111EN-I'S ACT FIT III I IT _) " 1111D TI Oa II / ..o EcTVES,.... LE E1s 11 ASaIT IT G o.c HcAL cLS) , C LED _n III . o. rvcr cO„nTr .,a. Tn AIEL a Oz.o' TELL, ICIIAI AS IS IENNIA-I III NTIII13 1- _ETE IN -11 -EIIALI L". All INIC11111a ALL lFll IS 11 ,.I L,Sll ITAIFAILS. CA FIT 11 N. 10 IN-EACTIR all -I IF FDA 41TED-E All 11 FEE III IIIIN I-IL al TIE I-IN IS -1-I El �l FDIC ArII 'IS ADD LIFE FLIIS TO All III SET 11 I'D IT11 EA I N , IDI 0, TIT LF. IS o L `.i�T P.Laorv > A F LAS a T, I a _�..,E, �E -1 11111 TIF SAIIIIII .1 CLIFFS I'll III IIIE-1 'A SOILEAL III-ill-T.11 El NA'FE, l IT IS OA IIAlEETS a11 IF IIIIES IT 111 11-11-111-11 ee ry Es AF cn IIIIS.Il cE IF INISAIT DOA, "I _"A' x usT eE 111, > .,w ..k wr,.. s A A". irO Er cry a/ wv R. PERMITS: T FILL E 11 IETEOISTILI GE 11 IIn- ION(l) TAE 111E III 1 1111- UTILITIES NOTES: OF IT, TIED IT IIII 1, 11, 1,15111ITIO IT LL ALL LE IIIIIID P �) l IN ACCFIIAIIF AI III ITIIL�A�l IEL III' lAT, IS HORIZONTAL GEOMETRY NOTES: AS- BUILT /RECORD DRAWINGS NOTES PAVING GRADING & DRAINAGE NOTES I ) I FIT six,,, nT EL ,T L TIES, suBL�G E .ET[ uuA,..v IF OF 'III 111IFF - AD -111 FY IT-111I III I I EN", LA L2 , T l LIF ' 1 F c AT, F ILE ws ten. Trs IN PIP, 11 1ITLL IF 11111-D TO EIITIN 1171 l Lw of Al o » E c IT AT IIII I .I FID ._mm ".A AaEs E r AT M. _c IF"' �P L_ .,R SIT-al IL,)ED 11 111 TAAIiIA 11 1 IINIT TI 11 IDE IS AN 'IS 11, IT ITILE IF FEF.Ill III 1EILAIlD TD3 III' 11, 71TIALE III .-.S OFILSAII all", 11 R 111111- -11 111 IS IIILL IDT IS IL-INI -DIED IF 11771 AL IEN EIETIEI TO III- II III STIO 111 11 EETTE1 ,A IFS 1 REIEIlS - 11 11-T I. ITII ITELI IFCCIIESIALIII IN IIII IT III ED All 11-IIID -I TO I'EAF11AIIN$ IlLPIIIII I II III [n�TS /InAn �o Es sx o 5 0 _r ..T rva =I all e.. A >.TO r,es(w ) @'vsoE PAID As , MATERIAL SPECIFICATIONS (PAVING AND DRAINAGE): I. All s ( ) P c As rc vLE m D o, O.A c D o n TICSSI � A I'll 1- CI AND IIEAl III'Ll 11 IIP_CIILE o ROrO EO� x wn, uST won I'All All IA11IDF1 CI Ec. s ,a A P. ,RO LLI1 _). IF ICISTITCET I_ I 71E SIGNING AND MARKING NOTES: INI AhnF .aorn�,s ( ) yAL' A n..E PI ,.,w crn, E_..,. 1. AS -BUILT REQUIREMENTS (CITY OF OCOEE)` nT aj a T1. R III NA„e L r E c r LL BE ITEITI.,Es (IEAO . cen 'D sTe r a s ETC.) E TE As III Al OTry w 1-11-TT 11T111,TS, III "El G xEL111-1 I ss,L.. ,oT E , E x0 xE Aim a.. L. m. PO ,Ls) Lfflal FE 11 S WATER, SEWER AND RECLAIMED WATER NOTES: DATE TA IAL I, S-1-1111 III NOT F� TID 11 E110 11IFl 11 ALD DID- 71111l 11 OF- ILIF-El ITLITITAII LILSIIIE AID "All' STIFF 1 A-A 111111 S EL IN1It1 -CITIFIED TI A III 0111E IF III III - JL ) v aETESS,e AT IF_, D, ED ill ILN III SIT DIED 1 acPCw -ED o c.,r m o P TE-c _ cA'A I II T R ED e E1 . '. IE,IO1711 IIIII-FIFIS SEE DITIII IN S-111 IT111 SEE- _Aw sr Is TIO ITT aEC o rA , , 1 FDA 71. AID s 11 s u T - P.I. L.IIT1IITFD 1_1 LOT LE ITT111 11 111 IF D IT C111111-111 IT 11 -1 la-ICILI 1,1L, 11 IIIIEll III TF 11 A IF IEINIIFll,1�1",E�1, '2117172 H11' -LII'D F, 01 IIEDLE 11 IT I ATIT-1 w _a "ES T E"' s _awe D mw IF cLA. m WATR ALL sEm�M .T, IF 21 NE IIIIS III allLA s . sovAaL oT _ a PA ,Ea)c .� S 'ALL. TO FIE EI DID III aver_ -LY C 11 1 All l III I IED 1111111 IN ASIA Ou . LT 251 ssa) WATER, SEWER AND RECLAIMED 1011TAI SPECIFICATIONS: IF A-1 ED EY III IISI III 11-AIIE -IS III DFAI LIFE 1,11 SI1L ALL PLAI-L rv0 „r IA ICI. TFICIA . D /TA Aa /PA ry 0/, D LcO,_A. E �w IT LIFEll `3 ALL LEI I_, A. E FI RE u.AkEO IF s an,c A z IT FTSLC1 IEFS Sala, 1. IF ILL III "1 11 LIFTED N.-T 'FEET 1111 TFAT .,I -I ITC INTAIT I F A E (Am 1/ �sE O o,� : s. LL ,_ ry i Ak /rvs x.. DAa0 sR .L�,rv,s WATER DISTRIBUTION: c D, E / EA x-. I S I n U T1. E.c s Lr SHIT _s I PIPE s ( so/ si / 11 SITS CI / s La OA- , ER n.. /awnA / DIT T� otlo /z rn 11 13/A ll / FIDIS AS TES-C-IFLY S LI,EO x -Mss AID I TO uAS <x ,P.T,. uE. AL .,wn D,v< ITNICII 1111T EIAE1 CIA IT y r n,s o,. acw.So c +o /x u r _o. rnr T1 11 LC '-E n , c.c.�zc ?n all ( F ( - ) 111 Es TO -. FEETI �I 11 1 TI 111 1, IF' .111 - .1 - L 1ALll IT IFIFT 1111 AID A T /c_ rvu_.E - a P�u5 w,TR .O. III 11: w art (ALSO c..ruoa1 rvc TL Tn� s. lED, SIC� IE1,113 111, CIA AS SEWAGE �COLLECTION /TRANSMISSION: 11. N OFF All TILITA A' T. o,.TS v O S,)_ ry FE1 a ICTEIIl .,,.ATrve L E IF III .L 1._..MIM TFINEE . IRRIGATION: mu c0, rR P.a L 3. c _w,. SEED AND MULCH SPECIFICATIONS T'n ). w.�T.c� n �._ US V . bI ,T LEGEND� Ills- FEI R Gry - - ITCH T ( Lr CRB INELLT ( 2) DRAIIAlE CTE (N-3) III so ® o m,. JL t -._ vREA..E .. EITODN F 111 "IT "AIll ^-- 0 F/A O Ao �- /A _ TS Tr , IEScc FIE w / FAR - -! \- Ia /A II. A '.w[L,c r. ,en.A R III Aw A s s Tow nc nAZw e SITE SMA -5 erc - -- - Ll. . v/A LIFE Lr I IAL1 FICA D/A m LI REI,EIw nATER .,.,EhcE RLI1 SEE L f 11 IT eu � rvc EETEA ).rv.. �` ®= ry A ITTI FAR — EccE WATER N/A ^.3 S¢ OF f z o LC O v w ° W ¢ l z H I o IT W < w Q _ � a N a O z ? a 3 0 N ¢ _ J w > z z u Oro Ow 0 > LLI CD W LLI V) J Q Q C) _ ° Z d o Q w p Q o - J v Q J o U W o Ul ft: U LJ U CL Q N Q LLI U O Z M a o - � N 1 .IIS _w \IT TTb1zu s Conditions of Approval P ER .hN- %AVON AND DEA—YENT ADREEBEN'T (RELMERE PLANNED DEE[DPIAENT)(DFB 9 7 8367) 1. 'Ili City f0 1 I g - I 1. I11 rc PDtpmlcct has m Y - g for 21. A 4 Y o the latent o t ponds and over ill dra ills < thc all public f l t es amd vn ccs pursuant to the terms .[slut ccrtv Cincurrcvcy tested howsr hcnt n _hill be di dji_, to the LIT, for emergency iiIuI m pt rpo. I Iiigltis Ce '[eau 92.00[131 .tied by Orange Qt v, ae'imended coca[ plait mg, 'IPe - .will nutimpuse my tbl ;atiaq bade., responsibility or liability upon the City, to enter upon - pm,,,y" does riot oxn or tyke _. The City of Ocoee acknowledges ms the Belme,e PDp,o1<a a —Ad fr the so-called wy ncfty 10 «Pairof mAn en the dr :{e s, stem.. the pm,M. AA e IiIi,tAti, suit of the O a,ge County Board of C C approved the l3d,u PD prior to the County's tmplcmcn f n - ,beli, 22. mma s end pad A pI al, no exclusive <uen f a o er al 'el IN,1 a ve n on March 29, 2000. u shall be emoted m favor of the C,y d ether applicable authirities for law e 15.11 men4 fire end othi,l 91-3 sea U11 3_ 11 c City f 0 IP e M1 Ploy 1111 and resin" o f 11 d Slatine9, Chapter Ifi3 c n'ng I e issuance sf build rig per 3. E trees 8' or larger (other to c truh'tmes)10 1t:d "lion proposed us The C ty has no laufll "whoa y i B1 any P till[ locnt ons.[ buRcr ..alas .rioad r t of way I ties II F prESCnvd if al all pass ble the into from Ihe�a p1'ca'o f suet zt II Iem:N 'o aid nosh rig 1c ..:}all M resiniM az h lfiu wall; end roads rill be des pried tun n L Fove ucns IA ti- or o them Buchan e_lUNLov. ,q,Ir,d landscape b.lfc and ust,.d ft, 1 T he Iy CIdifl. IfApp.,,] ,.d harem eomlicts i,b yC .d no( 2a. Ili i, mdkid,,l I pr J 01 ill M d" Appmval'r. D _ eA in 111 e 'o "11, aay p6o1 01—it Cnwty approval relw<d II the m ch us ,,ib'I h. p ere a t' g pro d e s. Fo - n p c eA 1 Bchnere PD, rho Condition of,lii, vl mntaincd herein shall control and s.,rsadI the mere will IN, no grading or Omer c.nnruction o i �: td \ duo lots eveepi u.111 fii d i t sc poor mnFliming Cnndmi" of APpmwaL Amended Prcfininsy - Plan, [toll building Peanuts are issued fur those lots_ 5. This pr.jeu it ay be d.weloped' u ass phases. _5. Remt vet i f ea: s t rig Pmtceted trees will lw 1 muted to clwing road r,hI If way and as del" led to the Amended PU h,i, i,, Plan All existing III,d d trees tu tdvn'dual 6. F-1, ph "A of I.nc pj t,l 11 stand it, I. wmh rasped Io pool , s it (sev,er, to s 111 bB cvaluuud a tha 1 me a b i lid rig permit s ,sued fir Ihm I.h to .coca, normvvety m. _ cm, access and other colored s,, icm). dctumtne vvh'IS,, root each tree... C to he Ail 7. E;, as,peuficdly noted on this Plan, developm It .f this pnjec' shell he couisteni 26. Iv order i. insure dim u many eslzting trees as possible "Ill bePreacrved,allroad69hts- vv tither <qu'rcacn s of'h< CU) If 0 C de. ofway and rct ill he p g d f by 11i Cry pr im, to any lice %. Nothing h . ' hAI IN, d y P of C,i Da,<c ld coo i, No el g Pe - II b d f. k h Id nsu. c ton nand the treesmnep ezen'edh ve Men I.sly marked x'm epr.icct on bamers - Devel.pm C J esccP, l.'h m cap esslY set firth ao a cover able r r esph sd out .B in Ilam. 27. Iso pets.. shall uodenake land clearrig or the removal ofany Pl "I'll wimovlfu116,1111, .bta�tthAg atom f I B ld n 'Ihc removal shNl M 9 _ 10 IIli, the Plan and these Condit o i, of 4 d covfltn vv th the Ct' [Ocoee PP 1B. 11 ( trees bl d 11.6-1B. i.. shall M red to cd to the maxim'm a rig fA Pror s ors his Pan wad d, Cond fans of Approval land Develop tic tt Cade, tM1C .f t dial non ilia .m tf the Developer It, f'1 d t. take reasonable nrarvrct Io preserve rtes ons te l 10 Ili p „w :FJI ply h dh d i1i, f rothcrvase coMia wuh 28 The Amrnded Prclmnary Plan ill p,,,,,, co on rig kradcz on nd'v dual lots y h.J p p d by m Deeloper/Appl cat for nn t, n rig prot<aed'rees as h u poss'blee h - tereot)to n C }C n uhl c hearm i where this ro lea b p ,i age.[ ri d d[ PP 'y h h P i oIp p nit n, xhether .rat or a9 eta cob' .1 II p d tl i h h y f h van c l d p by h C y p t. cc could hnw e C , S 1 \d ' '. Land Dcvi,m C d d m 1 R . W D 1,AId D lop ,,a t, onvbl be ed h h 1' ui p. non Cry mwsnon m a IbB ing 'h,, pmiv{ .r n.1la rime rcazonnm ma.ree r otncray ,e mnnencaa n. c ty :0 pu. road; .n ab Tilt, a.v.mpm< .r m< project w n <. mote mm need, r a emvmt.s pv h p l F v ryosee of Ilu, C.nd t nap 1, , thin I P J prom se p h II ,, d coed t. have ace d h City Comma by h U I pe 'AP 1 ( TIB,<d "gem the f) f p ,sly 31 Tn ludmg all I h 1 - d was, together to P P - made to h C Comma s ov a Public hean.e Ifill, the prole” ns coos d <d f.r Tract H (n etttion ponds). =11 be0 coed, ape ,,d and mat tv d by the A, Am on approval. 12. All stormvlater management qmd ill M f ed 5 5:1 side shapes t. l 11. Il shall he no access f h P Sect to any publ c roads Ai pt .t the approved `eat below the control (normal) v azr level anJ'hcn N 2.1 s de slopes to the loco, ons shown on the Plan. All _ gn s to all public roads except tit approved local ors s1,v1 on the PI .hall bA d d' Ica io the City of ()cnce Al the time .1 33. i h: et g h f M1 Iw d h P P l pl rt rig . , P 1 d iI IT— d' f 12. Ay : J , p,, I' d salt .fine u,ns m<nnr ""ales relwd to PPr",1 One" 4. - ) I 1 h D I II Pe bI f tic Pic prole P h f,[,A P ptly r,pau,d to the al,plwbleg.wmment If h p 1 id wd IT d p fth .vvmerofde ponon.fthe ptyed Ming l g II p ' d I h '()B S \4Msf h 'f di,, .d h h eellitcs. p J ' d d p i a, ,NJ by bon h C y SM M () 1 po ds dad t. It - d IN d h k 13 A plc pc y - Chi, '' ' ) 'VIM d f " and h A n - f li d A6,10, lh A ' - - f ll 1 h d All db n City d y d h ante e y M1 d F l SIR -MD d II u1, ,Fell bee p f m s h P P h 4 - < I Ili vie ds rcqu_redb 5 RW \1Dh ti n .cat tcd and P dby SlRWdD ( 7 h agreeI tit b 'Le City Not vhh,tandwit th� f.'ego rig, the C ty. c1 d Cly h,, bee. p ,di xith e wpy of the Dev Ii, xf. P po d in pl : h p.nicipate on the 13,d for the ASt.elnll.n formed :md/or retain voting nll,N for tred� respca to the S—S, end (v) the CUD has 11I provided with a written stm.mcnt from owned by the City. the ,Ass�ciaiion acknowledging receipt of the Dev<InPet', Pnipnzerl m mlm acs plan with ms�c'to the SVCAS and that Ihc Az ,,h tio. is responsible f., 1h,, naeimcn "ace of 14. Alit ,N, MlAh we to IS,. rid and maintained by the Association, shell be co.vcycd to 11,5 \\MS. Ili, Association by vvamsry decd at ihA 6 of,AiImg. 34. All Declwntion of C.ve'tants and Rest: actions .11'eaing the PmPCAy shall include mz 15. All e impr.vcmrnl< including e ty fe"turrs, walls, InndsraPing and �wnund folloxing provisions: walk. I II d II I d- p g the reiem on poi.d Tracts and lip s sl all be u pI d p for to issi i, if the Ce.'fca'e .F Complet on for Prc vts Cn alto v g the cit to levy. coll ect enf ru is for hase Ihox c.nesp.nding ps. ils t. mao n _ of <o man areas if the Aaociation fails t. do s. or Ta rmt. acsrssments At A levml allowing Cor adequate matmrnmce. 16. S I gh y light, d 1 gh g f r common cocas m Ie ew It code q m h,11 M - II d by h I) "1 per, Pror I a Cert'fr 1i, of Complet'o. () P kiNn g 4 h C y Ih, ihl, b Ut t 1fiI Iblibmi t. 1, ss d d Lh, .,1 .[ pe 11 N, by III D pe nonce p SN LS Al,d b' h - h A . ( e D IOper h Sec' 6-8(D) f h C1.1, I d D pment Code lfappl bl h � D Pe f () f 1 he his t 111111ed, or () f C,, and tha AS: o.'e .n vv ill M. mqu'reJ .o ", plate and S, i C'ty of Ocoee DCwclopers D.v6oper's n ill is 11lbl C r 1 of 1h, S\\ N15. uvd liot, A:- 'on Agreemem fill e1pgmdcd Sheol I. gIt;, as f.and 'n me (J p p ,,id mg 1W h SR'MS ill M f. d Ocoee Lead De -clop. -Cade Flmi 12. respoavble.pe u v' y acceptahle m t1 e Ciry m the ev tit : la(on 11. [Unless < 1 d S 1'ry d d' II M p iA g II s de d h. i f d.. thous such approval h II C y ntny coot t_ t. Icvy I ot 1 acs d LO I g wd 'de .elkII b pl d d1 n n11 d II d 'apace ens vv: th eTc h nn'w� hst�nd n¢ the rights of way. Sidewalks ii only be pl .� - ti s cvscmenl - f si'ery to non d Nil— of Ili Assoc a on Incm c,mm, pma <tcd bees Io Fc P""'tS]. (iii) Provision Ina ilia Ass.cinti.n shall.'. till times M in good sanding 18. All uN hti', to M placed .thou. the 10 cucm:nt adjacent to all sire" rightP-T1lay will with l:,, Florida Secretwy of State. be ph, I esistinv protected ttrss to he preserved (v) Im isi.n that m the time of turnover ofw ,,I of the ASSOCintioi 19 All d n 1' y d ". us shn11 be for too b, f [ F p pony m the mcmM h D 1 shall d h B of li h 1 f h SWl1S P dby g f 1 iwne 1 d d tnen.c <nlies IT d 1 ill PI SN_ S' f g' d ''h II'pP Jp1 dpe T h <u.m <nts shill be deck ed t. 1h, T' ea.l use aflFe pihl'c al thF 11 e.fpla' g_ 'hat any 1116 en,In report cod " any vast 'e _quind th, D<clwwt 2D. Diva Cage eu corns heiwun I.nv we BIN f ly Fi,l meat shill he al Ih, D I - ry1 : J mein i ns w II tic snow. .11 111, Amended l r ['try I la tind w11 be s zed tCi coed coil Io IN A ca'h 11 wf'h Ihc 111, ton f r 11, na rd eA., of ,,,,h t�.rrccti c C'iryregai m�n[s. canon. (w) Provision that no papery . ned by 1 City ,, A nt , othtx rnnv ert'tysh:.IlM bjet.- s <s_nems Iewul by t.c Aamc nI'on. p') P 1 - r a ncndnen, to sy p Rwt rig tM City "biIi"lhecrntenl o fthc Cry iI on ii, rEC.nl itw h dmcnt The Andes of I,l o l,,1FN,, and By nvv I if th, V o.mttou chill M i,1 1 with Ihc flicgN,U, pmv s ons. 'j. All landscape"coos ri 11 be inigmed and have xutnmwic [run searots_ 36. Re I d 1 AIAI ill M lased for iT gat' pap : . A 4 will le ms ailed to s,,1, all common seas and cs denf"1 la s. llt' mast - m will M ox I'd and na —d by the Asmciafon. ,n. 'iltc Developer shat he r py ,able for ilIg re se litres along with the other ,..M e At ;,,h tt e ,table Io the propeny,Ili, De Inper volt be p &T,, fore , Imn 1. the reo_e s; sea foes. ;8. All o -s it, ,Wili,, ineludi,, electrical, cable 'IV and telephone shall be placed d d. 39. All ( 'I d g b - Id g- p g aid i''f ty fee hies) and PN, n fmrgy <ascmcn¢ vw'II be rcnovcd ardor ter ,d poor to or du,ing co.—Nion. fill, devclopmrati replacing those uses 40. To the csl"t wry lift I'll .s are requiral on the PmP<rty they will be conveyed I. (h' C ry I f pl g All ti n i shall M fevccd 'm black <.1 d - f d hP II M h k I, I_-,l 11,11 25 from any street Still, lifl INfi rz shall also b. se« d with hedg type slwb.<ry, such uvihomum.r fg arum. 41. Each fire 1,drw t 11 all M OSIL% Yellow in color and a ", nTle n i, m l," shall be alf i I fh k 1 hlyd . 42. 11N, D 1 :h:dl 1 p p b. bl p all 'gh: of y ( d AC,, .,. . .bly d) d d e d -Iks 1 f p I heel h d h Pc: oho ate ph, uajh chWlen d d h se ply i h' II A i h D - ti fries Act ( "ADAS y Is. Wh d -ilk, are -d d n came, lots loc th, ill b d d R h d h Pp P amp. II ti n tic d. llv p y hi, 111N I ihl, 111 me d me r all . d 'd d < vc ll all ADA «garzmenis tom rn<r<inana neappfaama ro me proie�t. 43. 44. Th A d d P I' nm.ry Plan far 11 p pc y :hall I d .—I Architccmnl, Si Lih1mg d Landscape Pucka PI hill, 1 M- n d 11 the my evv end ap dby 1hI Citx. All mm ciiiW s 1,1I of Corm It, th- S;gU,,h, I gh'n_.nd land c4Pe Pockage Plans. F'"* -9 FIAT s EEC. D 16. All I ; md, but not d I If poi s 1 d d< 1 f" its and res:r ct. f h A : d d n, f f 11 A> C - d i - h IMF 'dJ h C ar rev'c.v anJ PP Ip h fplm,i.I all P c f l I I , Y 47_ All b d 11 lh Clt) VIM d by t y D d h 1 pia g I F d I d g h f il, C v, n h y p a pt d f :' 1 is ut,m tic Dcvelopusl Wl M« I able f., 11,I ce.Flh . 4%_ Ad roods thm se public will M dcdlcatcd m the public unless otherwise not-. d. IL is .i,,i,a'ed that .01 mods vvi 111 'r-S, 49_ Pwlsing for milt, idol tats or Jlling units z"It he Provided ur accordance with the Cipe off), e Land D,,, lIpUUt Coda. 50. Pursuant to Section 4- 4(G)(I) .f the 0w Land Derclopm iU Codc, all subdivision signage oust M con.'. h h "y : 6 W f it, .I1T1l,U . Any subsequan, chmEe to 'h. nwi.e nC tl si,bdiv's'on ant IN, app.,. J by the Cry 51. Finl 'iE'uF <'..rdinatW mmign me Coy" Ahifig DCpaream ill n< time of Ipf b 11. 51, All b ildii g pod c1 n.. shall e ,1 me 10, I o J ,: < io b} n tit timom of 1, (2) fi t 5 3. All 1'f ly d-ml bi lifner J If 1 - _ d If g u g d c,s of sy we Wt., or number f or A ill Include u t im c fm pr tton 11l . 54. 11 : -d _m Po N .1 the dcv<l.p, ill ,l, Uh '- n 6 -15 of :he Ocoee land Dev <lopment Code r<garA rig cot lti-f lily devclopmcrosandwds. 55_ No Condition of Approval set JAUnh herein shall modify, nullity, alter, albs or emend im At, away _ Orange Couuy permits or approval, issued or - minted poor to the G1, Cotnminiou's vppmvaI of this Subl.tim Change to Inc o"', County M',, e pi) land Csi; Plan (the 11 Such ComtypetmiA end app, :h11' tide, but nut be Vim trA to the follovw .g: e . CON ?LEiE) h_ I'llmere PI 1J lllThi Villax cat [teltncm Pttliminary Plan. as,pPro d by the 0,n,('aunty IS—of l'...ty Comm N,ioaers cot January 30, 2007 (Ihc "Approved Prclimiacry `L,,'). I P. if Magllre Shopper 11, recorded in 11, Rook 71, Pvge 54, PuFllc Records n( Ornngc Coln Flord, Bhc OrvnkcC unty PIZP d. :.may, coMP� ETED c C0.41PLETED f SJR \\MD Permit 40- 095 - 2052% -20. 1111 OVAL CONO. PONS of APPROVAL 9. AP?NS' -A4T 1 1s.L -ikSiA _ ouD -oN PAS BEEN PRE o L E .� _.. S P _ / B SON _ _ 111 1171 1E E DED PR LV. .' R RE CE D N HE OF APPROVAL SIT F0n1N '.N 'ME AN /PG 36 AND DEV<LOPMENT FGREEMETT (BBLMERE PL IN DEVE -AN i) ,OFB 9741 /PG BJ6J) 4uD ,PALL SJPENSEOE THE A-0— PR�.MNART P_AN 6D. ,SZS BED 'HERE N. F'ttE 3= RZfiPMENi 3F -Ails t2z .- 52 E h l l C �'Lfih' -mZEk EBRBP AS T @A SFR 1 �IlPE4Pii- r A 1 1S k,� .� 'EADr 6 �s TR muaeD e3 —1 Ols _F AP OVAL yet 22 AND 17 .E 1FRE6T Dc ET - 1 ONE Z u w W EE F Al a �< V O < i a = N G y w n O z w zg3 L) a 0 w Z z w ry 0 i w (n Q Q � p W Q J O J o w WO Q V Q U _J Q 0 Ir a_ d a- 0 1) Z F. Z O U D v i O i w \ iR CT A 1EG 6 I ry s o \ LOT 3 '3 ). II ,r- BPL.L �BRE P 5 d = - h cu drs �i 'o o 0 3 , v..s 16 v . T F , M,k n I ,a .� , sa95o'1o•w � � .. J - �� i Ej y o y w _ LOT 3 0 z i o CASA MRI2FA g I - D I .o z n o (aa 72 _�• o (f.G JULL.NGS GN S�iE) 1r &� hl �pi I - sro'c mnsme m� Ga ed 6 m a s 1h a 1 126 a1 e Pab ° Re °rae o` °3 l esc�bod os O W o � r 6_..N at I.he SoutM1east comer of saa L°t J; M1 I ante ° n.n Le rc�1e g - arses e 9 Z a Y w 40J�6 lee [hence SE9 _010 W W n c c NO2 5'51" c e^ C - the bo u�.aw, J.26 thence _ fh „21.21 reef e T4 _935010W 105.51.eet. thenw =�_ I r i 49'31'E, n �n c wln o 9E, 14.15 fael; e SOc 00'0,. "E 3` f sold Lot 1641c1 th ° n cal � 4z34 t E -0 feet: ence 560'00'U9'W 39.12 —, M_m_e 266 fo the r _ `i a .0) ket v01N 9 I �I estncGOns and eas�nents or record. 6 9 ° Y 9 ar Y" ' 3 °t aes °, r the 111 at a ° > —1 11 » P,°I d �nra�� le e w Q > • \! IIII L� - I vcn °men rset ear �° cnnc... ae R. a W U) N '44 U9 E 2 66.U] .. }I _ W 1 21 y I a9 ov.. nor a ✓ � r I 'll sty ee ' 9 Y. Deem r, c. xa a r r nstan,m n or Q ° a U r O Q o I W �I...S 121 �7 0 m I I Q v m NOTE: THIS SHEET IS INCLUDED IN N THE CONSTRUCTION PLANS Q ,f FOR INFORMATION ONLY. U - -- ENGINEER'S CERTIFICATION DOES NOT INCLUDE SURVEY. r VIA ANDIAMO NENERAL NOTES: � a 1. ir•E SCALE 1E ,Hs oeAWI u,r,r t7 ulnncEO ouE TO REPIOD -1-1. - I ',' , , l\ 1, �\l . �\ 1\1 12)'5 , � 1, LEGEND , A SABLE) PAeF. NC SPACE P G I CASA M RELLA EE S4EET 6 FOR S.GNA F D I LA'ORY S s YPE , PEI MJ cJ) PB 72 R GU PG 120. 126 - MBER OF FARKINI SPACES V ° ""EE N \ \ js E DN + +02 coomnAT= aowT SEE SHEET 6 FOR F 1 uvE DATA D =cNAnov COORDINATE DATA TABLE C CU E DATA DESG `:0 3 A TlI Cl G IIET L IN.) 3 DD SS COVCNE7< C'ROL O T P G 5 5 M.N. W CUT DEP'H 1' U;J - ., EE HPRC ,C.PE PANS E09 11 DTH k FO �.E BY D. c J z + / FYP- I 0 I _ a �I Eli a I 00 \ \\ m 2D ACCESS EM, NT, DED'CAIED zl C \ LOT ro oIancE �oJ TYPE NTY I i'I CASA 3 MIRELLA PB 72 -PG 124 -126 _ -- - I p z m o _ y a 24" STOP1 BAR & \ '1 I I V m z "TOP SIGN '� I p N Q o 0 DEMO EXISTING CONCRETE SIDEWALK AND REPLACE I _ AS SHOWN -- HC SPACE STRIPING e < STOPS TYP < ^ „ T & SIGNAGE, LAP. ^ z I CONCRETE WHEEL NEW � ~~ GATE AND MATCHING COLUMN, I ` U a W m \\ I PROPERTY SEE DETAILS I\ T G a _- ( —' "- is m_' - -- DETAILSRDSCAPE PLANS S�FOR I�J, G7 10 LINE _ 65 >i a I� �,� v, —120 .� + - -- __ , J a - J l k I ' -$ \ < -_ _____ __ —_ _7+ - -' - - -- a FIREE TRIPING, I FIRE LANE STRIPING, 'SEE DETAILS', SHEET 6 SEE BE SHEET 8 _ 1 mas 1 —� \ s \ \\ I m li,zo C 20' ACCESS O ORANCT 24" ST B T a DECIGA ED TO ORANG STOP SIGN (R1 - ) _ ` _ _ -.._ _� ,'_ o COUNTY I I _ - , <z I DOG WALK PARK �1 O � 6 , _ . _ I 0 ° o \ s I III. I -I I II 1 (SEE HARDSCAPE PLANS I - -#+ o I- I 1 [�- C FOR MORE INFORMATION L I I- s ` I T I cf) Z m — -- r 112 s, AcE s EasEMEI -Ir cFO�cATED _ -_ i - _ - -- — �- - TO _ -__ -- \/ s -/ QC ORANG COUNTY - - -- - _- -- -. sz 1I III I � - - o p 5 LAI '�' R1.1 L L L�_ ��- BUFFER J W CL OSCAPE O - �s r --- ____— _____ IGH SGREENWALL TO MATCH - F _ cx ADJACENT MATERIAL AND - -- _ -- - - __ . s. R ' v Z \ " /r• Pao PERTY COLOR (oESICN BY OTHERS) -- -- -- _ - - - -- (n H IV BOUNDARY O _. k - -:— MAGUIRE ROAD GENERAL DO TES ,. TES. SPECIFIC ONS h LEGRJU sN nc.uc EE a no� NA r oevn �. � � r 'c vE i oA u d w r a G n 7 . VO EFE ENCES M 6 W O ITS tt y OUE ITALI Lo IAlC .,H. EO R..CLC.!ON. _ SITE DATA 1115 P PO D PRO E �E OPMENT Or THE PEA BE P L WIN \DD T ON T A T BE FR 'TS. II RCNE.I ENTS WILL FAILURE J11111R0` C TL'IES, DRAINAGE PAJED BARREL, ..DEWALHS AND BE ILD IS LAND AR 2 -12 Al } ZOV'IG PL EJ OEVCLCPI.1FIi a 4f AS 4 FUTU USE 0W DENS RES,DENTAL 5, EXISTING USE /VEGEIATION: .ACANT, CLEARED & MASS GRADED 6, FROPOED JSE- 60 VUL1 -FAM APARTUIN'S 7. PHASING, SINGLE PHASE 1, 1 CILO 141 HE T RRFE ILD11, 45 FEET 1331 FT SETBACKS R 00 FEET FROM N .LIVE CF 4AGUIRE ROAD 1D, BUI -DI. A (F 0'� IN'): 19 E54 SF 0. 21 AC eJ Nc ea (IF' 1z,36z SF D.z9a ac 9ILDNG 99 (PPE )'. ,1 FLOOR AREA RA O ( 9 AX). 22.9% 12. PARS NG REOLIRED: (60 .,V TS x 225 SPACES /JNT) LS STAGES 13. PAF PRO ED (WEill PHASE V AREA): 120 SPACES s LARD Pn..ES (9.14) s 52LAIE4 -� " P a � SPACES (2. PACES /[NIT) i0 RON"lFD A. 4. PER 0 S / M RV'OUS AREA> 3O 5 cF T LAL CI G 4 S '. 7 2 3 .F 1 AC 1P OVS SJRF Ce5 lPAYN6 SPW D FS =5 �- 4 7 9 9 SF 1 797 AC OTAL IMPERVIOUS SURFACE 0 ,E6 sF 0.936 AC IOTA PERVIOLS PILLAGE DTAL MPERV S 5 FA E 65.7. T T. L P RV D" SJPF CE } AND MANTA I�ED 9Y THE TROP Rtt CASA 3 11 RE. LA FWALK5 LANDSCAPNG, FTC.) WILL BE OWNED 16. ALL PROPOSED WATER SEWER, RECLAIM & 5 RM '�M1'R11 VTS WILL 2E O13NED AND VAI4TA11 BY IF 'B"', OWNER OF ASA M REL-A PD. 7 PHA ES. OAL Fa/ 0,45E O LDMPANY S "I" SLY R EE H C NTRAC 9 O PD PROVIDE p pOV.OJS 1B. ALL LANDSCAPNG SHALL COMPLY WITH T1_ CITY OF OCOE_ CODE S_E LANDSCAPE / EARDSCAPE L:NS FOR MO DE, 5. I. RGA.� SYST M WLL LIKEL WI - H '7 F 0 E- CODE `HE SYSTEM W L CG NECT lD FLY 3 IRR GA 4 5 5 EM 'P1L 'HE EXIST A R;413NT OIA PI FA NO NEW S-1NC OR IAETERS APE THE REC D. SEE I4R 111 ?LAOS FOR MO E DETAILS 2O. ALL SITE LID S.fLL COMPLY WIT. 'E CITY OF 0 0 D V 3 21. M1'0 NEW CR ADD TONAL 53NAGE S P OPCS D r0 R 141,5 ERAS F OE OPMENT. 22. si MW R N. T F. - "'ES : A E B PRGVDED BY THE BE NEE D DER 5 � 0 EFFIE PE. i '.3 R 0 0 5 520. 0U '. G F MIT G IT 4 ASSUMED S CT W U D LAVE MAX :1�!l. AIL..WE_D M� ERVIOSS SURFACE, HAVrIN A OF 567 ME MPERVOVS _JIF CIS . ELON THE MAX FILM PMENr AREA Is W'Irdw THE lDD YEAR E.000 'F,A2B,R0 AREA H.Is 23. NC PDR 'ON OF -HE T'1CPOSED DEVELD 2F, :ICi S IN ZONE E F MA COMMUNTY PP J B. 2095 0 ]E. C 'ED EFTE PIR 25, 20)9. 24, PL USE. SO'_ BJ, ' Y PS IS ANSI B SOILS ARE 5 . NS FINE SANDS (37). SAN 3EL ;42) AND sM°R A F AND ( ) 25. CTLIT WILL RAPI " B . CRINGE C NTY JTLIF5 OT AEI C Y CF OCO ; Y USE T R: 0 NGE COU U LTTF N I I E N TEW E O3 ACTOR LOCAL ' . CK'3P TRASH PI UP: U KE ENER t EC 26 ; ? PER _ 5L5 N _C',TON (ADi DN A W'- HDAY) (60 UN ?) . 1 6 55 TIES PER LINT) _ }49 ADT GENERAL GEOMETRY NOTES 1 AI_. D , NS S ANC TIES ARE TO T 1 OF PAVEMENT D = EA E OF BJ 2, AL L 7I 4C E0) IC TOTAL S I S D CA NG OF DRAW S PURPC ES OF STAKING AR AT B ITS SFRV AS T':3�C. NATEN ALL TRPN (EEL OF DS D P ) S'1A BE TE PAN 1 E 1 N L B 6 6 R '.B E OT "'SF C ED. H= E TC . CJ. JB 5 5 EGR - L A D SDE' LK Y E NEED AT NEVELIFER> DIS,1 N„V. 3 . E RDS T E - s : R D - OUT WI CAIIIIN AREAS G1 V 11:111 7, AIL CJ -B RAC ARE 5 NLE.,S 1 111 1 - SP- CIFIED BUILD NG UNIT DATA 5UILDNG PA 36 UN. YPE I 12 1 B DR OM 5 2 B G RO U IS 12 3 F OM M1 IS 3 O:N'3 89: c4 UN.. TTE 4 -2 B D 3:I CONDITIONS OF APPROVAL ECI -OH 0 T E BOA. D CD TY D 5 "ON3R 0. ANGE COU TY, F URIDA ,ANUFRY 3J 2005 BFIMERE PD /PARCE. H /-r E VILLAS AT BEL RE P /DP 1 DCVEL0.ME T 'ALL CC1N RM TO THE B L D' ORA U tt 11RD OF COUNTY ]M DN Rs (B c) APPROVALS P L s T eE ERE,sP DATED 'RFCEVE NO MB. 1 AND TO T' F CO TON F PENOVAL DE OP .ENT B S D UPCN THIS P. O L L 1P Y .1 F L API. CAB F FE R L, STATE AND COUJIY L WS ORDINn C 5 ND INC FX APPLCF LE AIAICH LAWS, OR ANCIS B REFER.NCE. REGULATE I RA EXOIESILI WAIVED O4 IAODIF ED 3Y THESE CCNDITIONS OR BY ACTON PROVED BY THE BCC, OR BY ACTiAN OF THE Bcc IN THE EVENT DE A CO FE T OR ;]CONS STE CY BETW`EN A COND TON OF APPROVAL GF TH S PSI AND THE C 1U AL P P J D P.EC AID NOV MBTR 2006 THE ONDI N CF PPROV L 4 L CAN TO THE E% E T OF H COIF CT OR INACIPSTEIG H'_ PEP PPROVAL A'UTOMATICAL Y E H R 5 0Y APY 39 08 'N CCOROA CE - RE ORANGE COUNTY SUBD SON EGN TONS AS AMENDED. T1RS mSE UT COH PLYYR VERBALHORE TOTAND ROM SE ORE , OM OR CT ShAIJ EP.RES . TO ACE BY FE APPLICA T (0 AUI OR ZE ID T) D R : BCC T THE PUBLC HE RING WH RE HS DEVELOP. NT WRIT: A� 40 D 'M.. E SUCH P..OMI SE CR REPRE INTA :O WHETHER 0, L 01 'tN S RLL ID UPCN BY T BC N PROY:NG E DE LCP E. COULD HAVE R A GNARLY SE.V P CTED D H VE BEEN F LED 'DON Y T E DCC A RIS E E 11AI E T O1 COULD H II SC B Y JCF OR O HER E FLU -JCED T E BC TO A PROW TEE DE OP M1' F R RPOSES C THIS C ND DN, A P: MISE C REPRESENTATION 5'I L BE DEEMED TO VE 6 N CE TO I E 9CC 8Y THE AP'ICA T (0. AU OR ZED AGENT) F T A %P' SLY M CE TO E B C AT A P 'SUEZ. EAR NG WNERE THE DE E . OP NT WAS con.,10 R D R - I "FUSEE 3 PRD4 TO CO GIJ1_, N PLAY APPROV. L CERTFCA'D 1 ,PP RING GALCJLA C S 5 - .ALL BE SJBMIT EO \!H'H STATES FLAT S ECi IS CONSISTENT WITH THE APPROVED MASTER STORM'WATER NAM1AO_MENT A.YD UTILITY ANS FO4 S RD. FR CR TD EAR " C K O4 ITR CTON TH D LOPE HA L P OVIDE A COPY OF C PLETEO 0 PO TA T EO3 : r M'. AT ON SYSTEM HORDES) 0 CE OF ME f (NO.) FORM FOR STO MAATER D'S H3 ROA C IV1510N CTODNS CT AM1 E IRA R FORM ONM BE SE f TO ITF S STATE OF F ORD D P 4TMENT OF ENVIRONMENTAL PROT CTD.N. 5 LBOAR)5 ANC OLE NS SHA1 BE PROHBTED GROU'0 A D FASCIA SIGNS SHELL CO Y YI CHAP. 31 -5 OF IS ORANGE CO'UN CODE. 6. OUIDOOR STORAGE AID DSPL SILL BE IRDHBTFD. ] TRACT R SHAL BE TW TED TD A -I OF 202 ATTACHED 01 DETAILED SNGLE Ff 1L- RESD_N1AL 1I 1 AND 42 5O SQUARE FEET (MA %MUM 5 AC4E5) OF CC M 1ERC'AL JSE YO ACI TONAL RES.DEN 3`. L UNITS WILL R_ RM -1 :0 'E T. NSFERREC TROM ANY OTHER PARCE 5 OF THC PJ TO ACT H - NG PERM TS RIOR TO g. I— A. �� -. 'ROMPS 'H RE >':1AL BE NO BCILD ?LATT'.N 9. A MUV CIPAL SEND', BE EFI N T (M EU) HALL BEE TABUS D ROR 1 STAN C ARE OFERAT', CN A" D 11 EN AN E OF STREE IGHT 1 ,DRY INCLUDING LfASN' FUE A. D ENERGY C STS O4 S D ECT- STREETL. H NG 1 xTIRFS Po Es AND Lc tiA Es a ED N TH s RCJEIT SI,AL 3E sE E'TED rRCR THE ' INVENT SST SUPP FD BY THE cR ...E COIN? COI /PTROLLFR SREERIG TNG FXN E5 PO ES D L E5 1511 N 'li s PR CT sH AL 9 5 LEE P AND N T LED BY L'Y CC PANT i ERVI E5 11E ARF 0. TIE AS THO ZED R 9Y EN -I OR AGREEM1E T ND TIEREA ERA NTAI TAINS 5 TEE 5 2E_`JGI PN I N ENTER . ' iE DEVELOPER >H ALL OBTAIN A ?PROVAL OF THE REETL G F XTIRE, POLES P 0 PTRDL ER 5 ANO _uM Es FRo M 'HE cR. CO ULLOS AssE MM ]ENr RIDR o s A.EN s �)N A LET o c TLE R IOR TCN OF 1E ST4EE3L1 FTNG FIX J ES PO E5 A L 1 TVA ES AND PR OR 0 TPE f T B N RECD D -D BY ORA, G COUNTY OMP OLLFR Or FIG L ECO TO DS DEP R'lI TO ALL 'NS LATON COSTS P 0 sT. EFCHTNG OPERA,GO L OTS FROR TE E EFFECT E DATE OF S U A 'R 6T THE BG SIT BE 'HE LE R �'ONS B LI'Y 0' T r O' DJ ION TIE OVENANTS COIDT N_ ADD R S ONS SHA P 1BT O3 -SITfT PARKING. 11. RIG4T :1 . D T,RY VANES SMALL BE CDNSG cC AT 'E 2 ENTRANC S ON AGUE R 0 ADDITIONAL CONDITIONS OF APPROVAL 'D S D 4pyn�,_R PN S 'HRO V ONE CONMU TY CLBHO SE L BE PRO D D OR PHAS S THRO'J GH I 'H s L G 11 THE LE SING CE. R FC PH . S I IR:ROU AND F OV'D OR A CO tt ETI RE MENIY A E S 0 BE T EL 0 EN PACE AREAS AY UDE. 5 G OL cA SNO R IL> BO D! L' OT 0 5 ND C REAS. 4 T L MEI Y AREAS I "LAVE R E - RO 'OR_ - C IE5 C R S A R S CE TACLE S. E P. D N `3A LD AT T'E EIIINCE 0 C. 0 S T TN P ECT P1 E P: ALE. A _ & ST ER ERN E BY RANG- COLN,C U,LT'-I R 3M 'ER .E B TY F I'D" 4.n q D Ro �o _ s� _ OF D ° TK S T1 OF TR 1O'E TY C F P, SE V E RE UN. C NJD AS P, RT OF LED DEVELOPMENT OF PHIS' V AS ,HJ11N ON 'HE AVD.,CAPE ELA D C THS S I WAIVER APPROVED (PRFUIOJS.Y APPROVED PTR A11EXAF NN AND E11LC?MENI IAIUE., T FOR B E -'v1NNED DI 1 Mw! (ORB 9T4I /PO a }o7) ❑EM CO Is sLG sTna0nF0 P ROPOSED _ ..'JS nncnicN n N0 Pueuc BEN I AIII ! V 'TURING -11AH' 35 FEET 1111 45 FEET VAX 1REPOSED RIIGiT O -WAY DEDIKILTIT 3LTFAHUL - 1EIE 2 RESTDENIAL E_ odJ U SO 2 o N N 1 w n W BE n Q N a U of O a N En Q N ' 1- zz BE C U o G J w r aw z z u m `1 O LLI V) Q d Q J J LLJ � C G Q Q U a (n J o ITS W O w O O LEI U CD B, `o CUR T BLE N MBER RAO JS OET'A G H CHORD C RD GEAR uc F PO TAPHE POINT N O4T D FASTING PO:NT iA LE _ T @ ORTHING E s' .G Ct C2 C3 7500 25. 9D -00 340049" ,- 559 ti 75 19M1 4.52 63 D 18 33 - 43.8] 4281 l OJ 99 564'3 73 526 W ]'24 G3 " -� 2 } 9948,425 1155 01 116505'9 9682.353 35823�g 9 0 2 821035 1]3 39 .183 92]604 1]30.9)0 ,,]27.958 3512504 9909618 - r NE TA BU - IJUMBER BEARING DSiAVCE 5.9 Lt MS'03'S9'E 3 S1'W ?40 ' L2 VDO'15'9 13 M1CO 51 W 3 x.98 L4 SB9 5 2 Ii L5 M1o0 51 2. JO �'- L8 N} }'4456 E 22_5 J JN H 1, E3 r 4 % i / II N = TI, _ M1 s _ t ITrT) FP, '2 _ - TY / ( £ \ - ffff 0 1 1 / I f DISABLED PARKING 0� LED PA C ATES EACH ED IN 9L ?A Ni A ALL DCH RKIND 5? CE SH I " B P 3E JSP 'OASST "TED NJ CJTLIN S ',. NNTA. FD YITH APE B.:lE GRA E SGN E 'a Y ' INTER.NATO L YMBOL C LIT B EARING P1-E 01 THIS CAPI OV "PARY11 G B T CI>48LID PE RI ON'EY.' ,,R BEA R',NG 9011 SUCH SYMBOL F.N'D CAP "OV. sU3H IGVS SHALL EDT BE OBSCURED BY A V HC E ARRED I4 THE SPACE. ALL DSABLEO PARK NG ACE .'.CST CE SIGNED AND MARKED IN ACCORDANCE \4111 .: E STN'DARJS ADOP?p BY TFE CEDAR TVEIT OF R AN'sPORTATCN. 2 IHANDICI'� SIGN TO PE P05 D 4a' ABC.'E PA \_MENT. 6 1 0 3 0 O.C. FPE A NO 'N f.4 .NG' _ LETTERING FACOI C� T6 PD BED AI T ' RED ALSO s RVE As FIRE LANE STRIPING n. rvT5 PEDESTRIAN J. CAC!1 B'LILDING STOP O Ri -1 STOP SIGN NS AD PANT > 4 5 11692]4 5 11840929 .49 96378 9637.490 } 112 },556 9-.19.636 ] 1A57.<82 1t 9330]9 9628055 952283) 10 105 11]20.9 0 tl ]21.033 12650 3927.550 8 9 1 9`.4.180 1.951393' 9]33.348 9]33,2°) 106 10] 11631.D4D 11630.9]1 992? 065 9913.055 10 95. 2 15.8.7 59 6.56] 9636 831 1G 0 '52].95] 1623.95] 9'0]9 0. 99 O.G3/ 2 So0.211 9698_}43 1p 11520.9 91 }_111 9928111 9928 -311 13 '4 1'.812 E78 1EX-15 9770 -185 90D8.432 111 112 11621040 1'56] -030 51 10 511 12 ',1399070 9755 201 3 0929 113 114 556 '156 969 3.9 E 3 3.362 9'0.37 52 53 54 1 85.453 1157E 624 1 ":826.4 }p 932].]35 942].305 9825.161 5 1 6 11] 1544.955 1540.]41 1563.195 0910.443 9855.433 _ 9555.3] 5 5 &52 .561 55 11909 4q} 1'855 .9[1 98 }9.BG1 3ES t.151 '.18 11,. C66.C]0 119 11540.662 SJ5.5]3 ^4 5042502 5] se 118]3.168 115]4903 9895.940 9B9B.30Z 121 122 116US.]46 1.6]7.745 IS17A81 9356.849 59 60 11506 679 .1573.665 98'.5 -63] 3512623 124 1'.580 661 6]5 9841.849 90 }5,835 62 11509.596 1 597.595 9]97.623 9]9].208 125 1'684'062 9830.80] 53 64 1. 544: 1602.678 58122[5 9815.194 12fi 127 11ed9.6J6 1.609.]40 0541.]33 9856.]93 08.578 981515] 121 17707 9856 420 6fi 67 11011.664 116',1.595 9812'53 9797153 29 1_1 1'.]]0. J ,1773561 8 ..420 98 }s.4o6 65 59 7O 71 J2 - 73 1 6.59< 16 .653 115]9.6]7 1169].5]7 500563 1153G534 9]96.65} 9911. B53 5814,839 3 132 133 779.661 82.675 1]02.]44 3038.3]8 5241. }65 0 d5fi 364 9810.802 9B 11.]99 ] 5.789 99 9796.498 3911.490 '.34 5 11 B2fi 55d -- '1045.191 0856.162 96AP03 3845.455 9845.)49 10 13] 136 ".951.2 53 11055 399 74 JS _ _ 11]53.593 11]5 }.563 1'88 -- 99<8.]J9 1.139 6 ]] 755.6Jfi 11762.576 91'.4.494 _ 9914.457 1 }9 11890.2I� 140 14' 142 _15]6 04 1 11872 fi 1 11872.].4 988 621559 9806.949 9 80 11165.652 11]05 59} .15 9611.44} 9]96.443 9796.106 143 11782'95 1]82.2.394 864 ] 0 9]8 0 602 }64 388 9865. }]3 51 d2 �93 _4 BS 838.668 1 E _.17B15 1886040 - 1590209 .1998543 1503._CS 9812.416 361 9536 -12 .. 9935.305 9522.533 96 4 145 46 147 148 14 9 150 11]73978 0 085.406 998241 9 90 1420 177D 4 1]]0 95 11 +1689 055 980 9182.793 9865 -807 9 fi5.834 f 5] Bd 03 L 91 92 93 �gM1 _55 96 11925.368 1910.933 1 90].291 '.1094.440 11902.555 1187 }.SC6 1B} .D38 11830.968 1527 955. 9886.921 9094 25) 58559]4 56 391 8.360' 99 -948 92 .143 9 2143 3] 5 511686 52 1 879 15800]9 114 155 156 I91 1157. 1 605. 9] 1605 864 316].849 9860.'.50 .r9B2 '002 57 59 59 L fi0 1602 3G 11590 001 X90 733 1 1160 9 5 BBS 724 871.2 1 35 4 -Z 1 839674 �97 1 8 13355! 102 1 820 909175 3912_133 APPROVED (PRFUIOJS.Y APPROVED PTR A11EXAF NN AND E11LC?MENI IAIUE., T FOR B E -'v1NNED DI 1 Mw! (ORB 9T4I /PO a }o7) ❑EM CO Is sLG sTna0nF0 P ROPOSED _ ..'JS nncnicN n N0 Pueuc BEN I AIII ! V 'TURING -11AH' 35 FEET 1111 45 FEET VAX 1REPOSED RIIGiT O -WAY DEDIKILTIT 3LTFAHUL - 1EIE 2 RESTDENIAL E_ odJ U SO 2 o N N 1 w n W BE n Q N a U of O a N En Q N ' 1- zz BE C U o G J w r aw z z u m `1 O LLI V) Q d Q J J LLJ � C G Q Q U a (n J o ITS W O w O O LEI U CD B, `o �- FY •� k a -11F DF cawN - _ -FPZ Si GRADE • /6 0 EX. TYPE C INLET \ To � I P 125 88 \ EX STORM MRNHOLE 5 N NV 11529 - - - -- - -- 11A-A OP TO \ S" MIN. , 25YR /24HR DHW 125 D9 Sry I C r O \ 100YR/24HR DHW 12550:- RAISE EXIST T - _. - EL 112] 10 AT H � Y 121 M C EXIST SIDEWALK GRADE RILL C CORE 0 ILL h Co 4EC/ fi PvC 0 YFRD R:IN ST E ryryyy / \ 251F 12J O 22ax CARE 0 NECt I 20 6 P�6]W �.. - " E✓ \ _ J :.9 IOOIER J�. - T 3 - �I 6 fi YARD DRAIN 6OILD +tQ S 9 / ,z1.sc o [' A 9 r 9 E 55 34 _�` ROD= DR 5 TO GOHNECT TO YARD z - 1D9 0094% - - 96 11 5 6 DRAIN SYSTEM O CD DEPIG - ED OV �, - X I ✓� r / N ron TDn rna ,D aA1x TOP 127 2. j "HE PLF N 117]0.606 e E INV -12235 ROOF DRAIN CONNECTION _ ° - _ TOP 12 652.141 .50 ? 30 Nw INV 12z.3s Y04 TARD AN YDS YARD GRAN 1? E 9 6 1 .191 -YARD DRAN - A N 11102.150 N 11]44.833 W INV 120.n �\ 11595941 i z 20 TOP 127.20 \'- IF 12➢ 0 E 9fi BTo ' N 91fiV6.$o t 2 s2 E NV 120.80 � - 9 ,> r E 960] 546 SSLF BD O 1 D% Ip 12 12 0 }21F Bp O 1 O% INV z TOP 12150 - 22fi 31, 109 O 100% 1 \ >� N INV 12412 SOINV 12 },p5 110 n , � � x � 4JIF =0 1 00% 2 / • 5 2 10D 0 LD% YT` e3 ,'1 D4 -- ADS 51 . Y tlC 17�E 9692.96 T 91 127,D72 IN J 3D 3 DD r' BD / f, /,2s.z YD9 YARD DRAIN N1192Y 012 YD1 gp �: 1s za r ,za zo 7s \� ' .sm 6 YD I r I p T \ yy= c N 11841.541 E 9696.201 I till a J L,� I za.z0 i Izax zsz e.zc i I 1 ZF BD O tw% Bp 01.D% N TOP 6 8 625 RAN ?C OF ] D3l:N'.' T 1� 0790% E INV \ ° 9 mi ''3 �ROOr DKAI N, iP. NE INV 122]5 - - -. V f]r E INV 121.62 m o ' Z O o r \I L YD2 YARD DRAN 193 YARD DRNN T06 YARD DRNN 5 INV 121 62 N 1162]856 - N 11]]0]65 m� 928.90 ioa o N 116YO.a2a a �� lair eo 011m. 12 E 968].203 TOP8182].20 471F BD 0 1.02x 107 YNBo DRAIN YARD DRNN - WF n n TOP 12].20 Y014 I j N INV 12380 3 2230 -- - N 1184168] 1 27 1 ' I S INV 123.80 N INV. 123. ] N INV 12115 B O E 9149463 N 19 . 222 I SO _ Q UI 5 INV 123.3] W INV 12115 TOP 12].10 E 9]40067 1 YOB YARD DRAIN SW IN 122.35 TOP 126.60 i II UO i o ' 11826.3°5 E INV 123.33 N o 1 a 1 TOP 6.3 W INV 123.33 ' h Ln N 'l - I "' 33LF J - Q V 4 TYPE F W INV 12210 _ ° TOP 126.D0 t Ize.2c .a zo, ,n so,• ,23zo 1z92c n J' N 9]828] N I I I N m \ • N 115]0624 NE INV 122.10 \ EE r \ EXIST DM 51 S �� ^ \ TOP SD 121.98 AN z r t\ s\ NIP 11433 19.30 4 1DI3 YARD DR \ �- z z N INV 1 W INV 11362 SE INV 11900 5 1 \ £ 5 INY 113.35 _ z c _e. _ az� zc ¢ LOWER TOP TO - w :zazo nyc - E zsc SI i o m EL 1169]: FLUSH W/ x � # � e� f _ W INV 123.65 P 12 B 0 c 1 TO 6 o \ 9pCK OE CURB \ Y CORE DRILL k CONNECT - -- m, E INV 23.66 n � 4, u } a y o p Y I 2, m m d. w 0 36Y ¢ 5 • . °. tt 2s z4 Lv " ro12 YARD I J G w ry .s 120 �� \��A s� 3�TYPEF ss_ zs� y '.. TOP 126 l .y _ asx 15D -� - -.. -- E � / I r 11e.� I_4 ,�s _ y y Al z.2 � -�� 1401E a .232 T. A -_. N?1857468 , s..e w O e .^ - • ;ssz 0 p.509. 15D N 11718 - E 9826.662 'S° E- 9032 ]30 [o �201F BD N TO� 126.28 F r TOP 126 15 \ \ ] 21 ¢ i � _ 982 o` N INVl20D0 . 5 INV 20 W � V) E To EXIST Dm-D` r v TOP 12619 __ -,27 ,.z.so SH S INV 11513 TO c o EVA _ \¢ RAISE TOP I } dml V X11 - - -- x �'2sis ,ze ero 1 z: s 4s �` Ts k 25YR /24HR DHW12455 d. 126.41 txs.� I ' L 100YR /24HR DHW 12411 J 1$1 s• B SFE EET B I' I > w € J CORE ,RILL k CONNECT I rcj n ^+ f _ LJ 5" V- NW INV 118.90 I - - ; • 'z5,sa _ �� 9 _ 0 D 'zO 71 c 41 11 059 �- / -" O 5T5 %1FNG TO iH - AND LlF 100 O 1.02% ze zs» -_ -_. -- .. p� ,r. NR IBiE d 1n CAE 9906513 \ nl 19IF 0D 01.OSx -- ,s5.az• ,zs. • • „ E.zs E 909].649 • st - Q. TOP 126.]5 m zx ., zc.5 TOP 12800 v I Q W INV 12030 ,2TO0 1 D1H. - A w .po NIt „1 a NE INV 120.30 w i s - L { `2� f 1.zsr _ O ? d bo _ - - - - - _- 12, - - n - 59LF 8D O I C2f. cx - 1 -�_ CO2 -STORM IXFPNOUT II z 1 � �_ -'I - N 11554.512 x zs --sir - ,zs a2 'tow .,rv[ zoo z d I`lE O} J - E9919502 2s o __ _ / < �� - TOP 12710 \ , a• tzs,TS - - -- aaw u _ - - E IN 12050 °"P 25. YD _ _ ED =cc YD17 -�X Xi�Cx _ E %ISPNG SGNAGC - U Z -_ - _ - EW IN 12050 C01 _ -- ' TO BE REM9YE0 r _ 4 _ _ ILT TAL)_ Q -- �`� -- C01 -STORM CtEANWT _ PROPERTY 5 FENCE - - FENCE WAIL ONTRA TOR 0 _ (� Ur T,f \� - BOU DARY (TYPr _. . �- N 11554.511\ - `' C\ E 9943.646 C C T [J ` ` - - -- - EXSPNG CHAINLINK NV a \�� N NV ILO 5 n.K " ^ -. TO BE REMOVED AREA WPLL IN _ _ .PROVIDE DRAINAGE WEEP HOLES ALONG Y,17 Y. DRAIN � z - : LOW - - - YD18 YARDDRAIN N 11638.013 - - -- -U BO N 11510.855 E 9943.261 G_NCRA NOTES: w 01.04% _ PF ..i D 'S GFNO s . E 1,D A 33 TOP 125.00 , 5EE P 5 INV TO 125.75 121.60 F r- 5 INV 121.°0 `NI EFT F GI 0 ^OR!+, Z a w INV 121.00 MAGUIRE ROAD a aN Rrc 2 M F_EVAT.N a o RER1N N 29. 0 r _ 1 T,IE SCALE °F THUS DR G F1 A'E ! ,Y_ u _ PARKING I � - B � dy JJ SDEWAL'( URB VERT. I n OP a c,v.ME ON RA Y 0 T 2 ' �' VF{tlFi o a I 59. N4X. z s I I 7 'a d _ Osz nr DsnBLEB) � -�K�EU E � o r� .KO i I r � — c � 1 �- - ! - Cr �i =arnov Eu' -cnr E Es ici,eNEOO k + ��> c D SIO JG L 'G N'.p ili DES A 51RENG4 OF JBO PSI PER ttE NARGUALL STI Ems' TEST D �w EXP NT E �� - -I I— AP �..� N �au B. _ / � ,z' s new <EO LB D PBw° (LBR ao) �t Ta L N /PC— ` ") K, K , e� Ass _� o H _ �K z nY0 cC.NPACTE TO 'C T GO /� TYPICAL DRIVE AISLE WITH PARKING SECTION � oY A,L, / �; P TYPICAL SIDEWALK DETAIL s -�� L I �I PLAN — -- EllT >� " FRONT ELEVATION la .rz' DRIVE uNE ,z' DR VL L _. PRO ��- 00 cr sTE R i ,.cu RE acrd R w i � D/ E F IT, — — — - — XSTING �- J :AD c c r :.a. o B J 'JiKG ANDS AP ( _t) B . _. L '�15 VERT. 5 E'NALK L{ t2].5 -u � CURB. P. 29 IA% _ -_ - -'. RCPGSCD GRADE / — 19. -69. RT C'L_N FE � — _ o 0 V ' C- I ' ReERC R 0 ..IDm Ea 1 1 CESG, BWL . - — -_� — - - - ,? Do P o. '.SIC EL "IS 4 G D LO. E PAVEM_Vi Ksr.,.<ac. �� c .c we s.. c GR.. K� RETAIN eye s °ROPOSEG GRADr �- 'G N L W/ DECO ATI E �ROPOS D HIGH BG'iEEN , A (SEE PL NS U 7s l DR I / E (sCE PLANS 3Y PAS YT BY CTH =RS FOR INFOR „AP_N, N "H RS FOR WALL A11 FwcE DETAILS) BI ti CON. AC.J LAN BACN7 FF -1 /2 CJMPf CTEU CLEAN aACKF: L u z a, z z i V i g , o T�� o,oKER APaY — Q x -� m s P.KV o o A zs - BCIDM E_ __,ca° 1-C -- �1 SECTION A A a n i SECTION D -D N q SECTION NTS O 7-, = EXISTING D -58 G N TE R- ES L `r�TO RETAIN G a - MODIFICATIONS RD £CTS Z cm” VERTICAL CURB r ' rso N_ftADTOR TD 'STll.c CA >A 2. z a d z" _ �F „ovloE otosloN VAR i /z'3 I R rLA O W o �� owri ro� N Eo 5' R. ,cE p PftOTEC'DO E R 43 q )OSTIND INLETI bS �— - .� >•. 6x6 VERT CURB EATURE V,AL r I* "" . '^?a.E1NI5H R GADE P rt a M1Afi / " �GGN.PAO O LL AY BAGKFIL r FR POSED O - M 12 ' �: Pw NE: T SECTION B -B o 12 722 � ¢ INTEGRAL CURB /SIDEWAL � Rr PROJECT SITE za Ed c ar„„� i P RK',NC ARIOS � I_cA wnv < Q.. 7" W Q I'� /LA'JDSCAf. I C Z • 1 '# h '4➢ I EX CT.NG�WAL r v. �r E oDE" LK Q O s r f 2 ,4 c Ra r cPa v=R L x CL o u 1� J �S J ' Itt -0�' W - -_ - - - - - E..S NG i�RA -,C W Q N FR \ \\ % o `CO'PACTEJ CLEFy BACKr LL Q c O W PROaos J U W a... � D T — - z/ TION C n� G E _Ljj L_ _j cC �� M1 } HWR E C J "'AL CA -- I_ -- — _.. - -__. _ RO D L O2J PTA. N SEGP STE - - � 1 FLENO, ?ADD iI�ICAiIC D ., �k A, OY J <a,}.Z -a >} ,sx a.. �£. N ED] `° — — - -- _ -_. ¢ —� N JN. �� _ _ __ - ..2 ,,:. sI_ -.r �-I �� - suNe Fss ,u„I �R E�_ _ F E r.R� e des > e o OF E Ev R PAVE Q O 22 <L _ CL. s _ a. ,PECEO can :O aFPR -arc. U I— 124 - — -- - -- - - -- -- 25 �.. - - ,2 IT vuv� LAe � E As E IIr c v Er s t6 '", 11 ER SPIN z DIP ° _.. bra _I � � o p- TFE — ._ 'N- !c- : ,�. X, > X121 - I - -- - - 0 +30 I u, B N I .� �. ^- 0 _ E, r - SECTION X -X E o's s ry -T) eJn uv.) (zAes. sLT FE4GE, (rru m.i..a rn. cr>r) ff [T v.) (�T L6 J �w ( ITT, e� cccc c�J sm ,A,c �cu,vnxzm cnnry �Tn v,c c a.v 3 nwz 1A. TI'D 98 TYPE II �e L / I S E T PE NCE. f q ( — : ate' ' - - -P -Jl— _ —Jl o xE �� o�x•E AIT, III >u R . _r IxTAYI0,F �AGEO o� ry P ,� j� ��I ! „r — — F a IT sfa=n � -n At F.� Y E t Il I II E1 1EN1 > A 11 , "I Ac FLOATING TURBIDITY BARRIERS 1 T1 FLOATIN _ — t o orcn agars _ —_c I` BARRIER I -TIJR91DItt. � — — .� • � � �� IT�T� II srs a� D n = L1JJ aAar roa c - — y I I � BE LV ✓ _ ' rsss� A I z uycc s "s�)xx SILT FENCE il'P _ E PAL NDTES SILT FENCE, TYP mm o BE FRI All TO E T`E : 'OR s '[o I _G ND -- U fA e 3 \ - EROSION CONTROL PLAN ,ma,acx .. 4&lp` . . I ® oAmce a .. cr svc_ c / W w _ r vu sv).o ri_ . . a r �/ \ \ FELTS E T NC. U NPDES NOTES EROSION & SEDIMENT CONTROL NOTES O n cF of s ofF — a" I All x m ° ��x�, .°n>ry ED TA qIF I —PxnP �\ z N 6 E . 4s F1111111 I Al 1) 11111—T SLICING METHOD EA, a w .... H.'G "I ILT F'� C. _ \ �l TIE S FE E G OTECII z a 3 u. u'I1E4 TItEN WGI LSED A \shpRE UrvE >cT. u..[ ROJ.. D DTCH BOTTOM INLETS . N I SILT FENCE V N ~ � �� >en Ar�ua�nnR �ncnnoxs exT caott enna 5 OIL .—011 It A, oc uJr ov A E "9 TM r SILT FENCE APPLICATIONS c a 3 Ll na x A x a w x (� z z n ' I . FIT HING METHOD .LAND ""' "• " "' "'" " rr.,. — — TRENC o cc• TURBIDITY BARRIER APPLICATIONS €k a SILT FENCE BARRIER INSTALLATION TREE PRO EcnoN NO D N o— 'HEFT p B — — �P,rrv: �� a ` o,r o — IF SE11111 R11 TO M ATES ® o I n IF I- 'FLY � E . xn Ell c k . , P C ) LB FLY ---��``` --- ER OSION CONTROL NOTES BY LA �n.rrt c..r FfR .AL IVLET IT .11 ' IF I r IND I SIDE VIEW .. ""`"` '.) - rlAU<7 Q a,xxo �,�xo rN ,.� ) Q HA F11 F FAY R µ,rvLM — Irv,.. -x 0 d I IF, D coMVLETEO I NLET I O ,[ T w PROTECTION AROUND INLETS v r >` L. ,,. = OR SIMILAR STRUCTURES c- rv.,,o )111E 1iLL Q O J Z J o O rvM �— I W O ,L,._. �. ,� „A�e a_ o rvA O «NCrva Z BE I 1 — TAll .r.•. A m. cu,a ,w • x�• >. « r P , ra ,. r -.,. ,may':' sso A �. rv�. ALB �., - O DE III iYALY PLAN VIEW - _ II_ � T O A I �� Q w . r > T _ L , ��g� • - x � FT r7 — E au w ."I'D:r, "YE rrv, � .LE,n o r rrvrv�nory SOIL TRACKING PREVENTION DEVICE _E_ $A VF GRADING DETAIL TR EE SAVE GRADIN D ETAII TREE PROTEC�T]QN_ DE L TRE F` 0 x I I J �J -- - -- gg _ TYPE I �1 v ° 128.30 l �r 1 _ o -- -- - - -- -- II 1 , , I ¢ w T, 8 8 / m 20 1CCE55 EE SENLI'SEI, S-EET' / I . -. l p ro oR NcE�o r rr Cq t EET T YPE II " — > o A 1DA GR.EA�1E �� CLEAHOUT ND oRANGE �, �� 1 , L a ,Dol.NTY N -ITES I 128.90 - 9, "- TJ DFizso - -I -' -- - - - - - -- o 1z NIN INV 124.00 i� I� o o 0 r 1 N o N o ' NOP128156 E� I 90 9892JeD \ , \ • I - TO 12].00 \EC INV 1245D ��V 123 ]OLF B ND .. I 11 IN I I � 6615 fi5 {{ I I� I E 90204]0 Q ¢ & N 11]59 - l04 I I II I I / TOP 121 2. EXIST EM -14 I I �I IC - 22� FIRE "4'x2 "REDUCER SW INV1122J616IJ -; �S'xYDREDUCFR V 05 I BE INV 14200(KO) J _ z TOP 12s e6 ¢ 0 - 65 W INV 12202 w D 12o- \\ / I EC J E0; BEA RI G COVER __ /1 FIR }B1F 95 I I REMOVE KO k ®, REDl1GE4 \ 3 - CONVECT AT INV 17110 EC- / 45' SEND - POS ®0.309. 4 'I Y \ EC -21 D ( I V (W/ 1RAF;C EV -� I177B 4GV ((w/ iRA-O a _ I- 4GV (W/ TRAFFIC BEARII7G COVER) i NM11914.096'4 Z >� 177 \ IcI E -- \ ` r- - - - __ I COVER) J B x -1 E B E 9126146" Q v \- \ _— - — J 2 DEN FF 12'K1" REDJC6E __ i� BEARI G B x4 TEE I E�SB BENO� FH (Sj' " NW INV 12 6 TES --_ EDC S INV 122,3 20 CA ACC'SS LASEMEI'i 1, �. -- A 7Il EJ To oRANG C E - � — ouNn r LLJ 2z.s' BEND I I !! 11.26 BEND I Q - -� 20' ACCESS `ASEMENi. DECICATED To ORANGE 'DUN' APP OXIMATE L R DOE L� OF IRRGIAPON PC Lj 4 I J (J (n o _ _ -_- ED -4 L -_ I. - - -- _ -- O 171 -L EC - -3 , EASEME 0_O C - _ - B FIRE LINE MASTER METER ASSEMBLY I TT _ (MM -1) WITH 12' DOUBLE CHECK VALVE \� - 12'DP ASS '� - - - - -- -- - _ - - -`�� EMBLY SEE DETAIL •A' SHEET 13 $$ ___ - - - -- - - - -- - J - -- - -- EC- I: F -2 -_ - -�1 __ —_ -_— -- i 16 WATER MAIN -. -. -_ A DF [nax _ - - -- - D 5 T f Q SEE SECPOH % %. SHEET i� CAUTION UNDERGROUND E i cL nu. a WET TAP E %ISPNG 1fi W MP1 FOR WATER MAIN PROFlLE FBRE OPTIC GABLES IN THE AREA RFC„ 0 N FNE RO.v 5 2JSJ GI-M. M 16'x12" 'Alp "D SLEEVE (T6 -1). -- - _ _. _ _, 1G S 'E VALVE k VALVE BOX (GV -1) - t7 n ~ FIL RPaE L x W LL AnI ET V �. Y i��2 .A0 J - F -F' N O IF w- P taxi r- ASSET TAB VALVE A LE v E 1—a rm .TS x s E 'o v � S � o 'oa .a — te a ZE E SEE u .2 -_ - - — r e � r FITTING ASSET TABLE - ' z z ✓ I s'+ EnsnNC Haan nc 2C _ t k �— o ao -BLE 1V o o e� — PROPERTY/EASEMENT CORNER TABLE < a P taxi r- aaa v E 1—a rm .TS x s E 'o v � � — - � r TIA n < s � EC t9, Q c tT oA 1 _ _ 2J W 0- W O m , 1 I / a l r � ' J r ' I 2 / vc� r J 2 x \ a / EC 12\ ` c $ i - � ' ✓PEA -�\ \ �, .." m w a r v � � � r n < � EC t9, Q 1 _ _ Q W 0- W O m o of \ Q W < IFIERIL 111L3, 'j - -" , ,,N AE .. R'11,Fl 21 \ Tx � Q aD TFY ITTIFFIE, FIGURE GN _ - -- -- _Fe_r N «„ OCU GENERAL D -s BCONTRACTOR 5IIALLPRGNDEFOR tt DR NC APPROVER NTERRUPTIONS " BYP D,aRHANUNGW E OF VORSTEWATER FLOWS ADD CONNEGT Ons_ =�o _ _ _ _ _ _ O NTRACTOR SHALL EXERCISE EXTREME P ROX In OF WA TER IAAINS, WASTEWATER FORCE R_ LNI rAED WATT = R rAAI NS. M 'N LOCATIONS THE Co NTRACTORIS RESPONSIBLE FOR FIELD CATIONS LO. rF'E CC NTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A P, CAUTION WHEN EXCAVATINGIN F'SSSIONAL ENGINEER TO OCU DEVELOPMENT En'GINEERING FOR APPROVAL MAINS,G GRAVITY MAINS AND PZ OR TO PART FMENTATION BY CONTRACTOR_ SHOWY ON PLANS MAY NOT BE EXACT_ VERIFYING EXISTING UTILITY 12. ALL VALVES I NSTALLED AS PART OF CONSTRUCTION PROJECT SHALL HEMAN CLOCEO DURING CONSTRUCTION_ KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DONOT CON'N'ECT NEWLY CONSTRUCTED WATER MAINS TO ANY a a u C i � - - _ _ ? s o - - _ = - - - _ S HOULD AP IRE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY EXISTING WATER IAA'NS UNLESS CLEARED BY FDEPAND CCU THE ORD DISPATCH OPERATOR (d0]- 836 -2777) AND THE OCU INSPECTOR. _ NTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SF -VEV 3 N- RACTOR SHALL PROVIDE A JUMPER A —MB'_Y W'UN A BACKTLOW PREVENTER FOR MAKI NO TEMPORARY GONNECTIONSTOANEXISTI.NG ?STABLE RIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CAL LING (d07) TER SOURCE IN ORDER TO C HLORIn'ATE AID FLUSH , T A O SGSTH 2549]98. A LEWATER ANY TEMPORARY POTABLE —LEN CONNECTIONO 0RECLA '.!1ED WATER OR FORC =_MAIN SHALL ALSO AS EQUIPPED WITH A BACKFLOW PREVENTED. 4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING MOO 2549738, 14, FOR PVC PIPE THAT WALL BE OWNED AND MAINTAI LED BY OCU, NO PIPE BENDING IS A L OWED . THE M—M'JM ALLOWABLE TOLERANCE FOR JO I NT DEFLECTION 150]5 5. THE MA ERMLS, PRODUCTS, AND CONSTRUCT. ON OFALLUTILITI ES CONNECTING TO - TES(] -1 DOMES PER JOINT PER 20 FT STICK OF FIP. I AlI CIT ENT C HANG E SHALL LED SYSTEM SHALL BE INCOXFORMAh'CE WITH THE OPANG ECDUNTYLULITIES BE MA D E SO FLY WITH SLEEVES AND FITTINGS. STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL. I5. FOR NON- PVC PIPETHATWILL BE OWNECAND MAINTAINEDBY OCU, LONG RADIUS 6. ALL ICU AN 'WITHIN TIE LIMITS OF THE PROJECT SI:aLL BE CURVES, EITHER HORIZONTAL OR VERTICAL, I.IAY BE INSTALLED WITH STA,V DARO PIPE SUPPORT_D AND POOTEC'ED AGAINST DAMAGE DURING COn'STRUCTION. = IONS AT THE JOINTS. MAXIMUM DEFLECTIONS A ?PIP = JOINTS, FITTINGS ANDEPYU DIUS FOR THE 1RIQUS PIPE LENGTHS CHALL NOT EXC=_ED )5 - - - _ - i RACTOR'SEXPENSESHALLIMrIEDIATELY REPAIRALL PERCENT OR THE PIPE MANUFACTURER'S CAMAS' To MWNS ANO FACILITIES. IF THE. RE?AIRISNOTIAAD=_INATi NIEIY MANNER, AS DETERNI NET BY CCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE RACTOR WILL BE CHF.RCED FOR ALL EXPENSES ASSOCIATED AITH THE PEPN CONTRACTOR TI THE CONTRACTOR SHALL ADJUST A X15 N 5 D FACI LI T: ES II CONFLICT WTII NEW GRADE N-_lN O R ALTER NG ED ROAD IA W AN YS, SIDEWALKS, DRIVEWAYS, R ORM WATER O PIPELINE PUMP OCU FACI ES B BOXES AIR RELEASE V A N VALVES ARE NOT LIMITED To PIPELINES, P G VALVE BO %EB, ASR RELEASE VALVES, ETERS_ FIRE HYDRANTS, I.IAN'MOLE COVERS, AND METERS 9 ONLY DOE SHALL OPERATE OCU WATER, WASTEWATER, AND. RECLAIMED PECOMNIE-NDATION. - - Ll y z - VALVES. THE CONTRACTOR SHALL COORDINATE INSPECTOR FOROPERATION OF MAINS NOT OWNED RESPQ N5I BILI TY TO WATER VALVE OPERATION WITH THE OCU BY CCU, IT IS THE CONTRACTOR'S e N j B W COME DIN ATE WITH THE APPROPRIAT E UTU I TY REPRES E NTATIVE. 0 CONSTRUCTION ACTIVITIES S WA NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER ClA , OR REi1AEO WATER SERVIC'e. THE CO, \'TRACTOR SHALL , B o v C.1 ORDINATE PRE APPROVED INTERRUPTIONS 7 WORKING DAYS IN ADVANCE OF SERVICE WITH THE OCU INSPECTOR N N a H N w a JJ IT P _-STD( AT.O.S MANNAL AT NDAkUS SCOS _. QN SPECF AT . Cals sU O.J.1 ECF a. oJS NanJ O z w aPP[nOxA sTA ow.1✓L.,s GENERAL Al—Ul. A STANDARD DRAW GENERAL APPEND A STnN0na00Raw NGS GENERAL APPENDIX A STANDARD URAUV NCS GENERAL F z z Z g a N DATE Febr 11.20'.1 BEDDING AND TRENCHING TYPE FIGURE A101 - - - -- DA. ;11 BEDD AND T TYPEB FIGURE A102 � _ _ - - _: Feat=ry 11, 2111 RESTRAINED PIPE TABLE FIGURE AIOG -1 uc": Februzry l','1 :t THRUST COLLAR 150 ( psi) FIGURE A105 -1 BU (> F TRENCH CTH WATER AND RECLAIMED WATER MAINS WATER AND RECLAIMED WATER MAINS _. - - -.— E FINIS. 1N. S OF P PE T Tom' IY TREND 0TH VA ITS -FIN 'rCD GRADE \/, �. _� \ \/ -... W /5.'Z IF n��ti �'4 1 0 RESTRA CT D EAC SID FITTINGS) III J- 2 DP TYPE ? 9 C ', TR_ _ r\ _ % i :' 1 �_ . \T, IJM\ �/ .ALL cB SO V m E� / �� iv�lvvY T� vv 10'Pt2 \�vyvvv vii �� yvv�, �Y� 6 �� PE) vviv.� m - -. -. j 25 ] s .a e5 1 �99h�cs ' `�� AROUND P .NZ "cLEARSNCE J� `tom], v v 4/Jiv vvvv, END - - ,.MID(TYP) 10 15 ` 9 z Z _ a D a O N \ NOTE4 %y CO �AON FILL SPPiOD 37 ) 32 j 4 5Dl 2 BEND 5 A III o ,\Y�Y/ Vyj� COI..iOlv'FLL \y� _ SEE NOTE< -` n Ir 5 L e 7 1�2 S / . ( /\ AL - SELECT COMIAON \� /\ \*\ ..INCH` FI LL C ED'N MATERA �� \Y I i ' I RE L SELECT COMN'ONrv�% n4CKr /y P U -F RAN OF 63 1 1S0 9 265 4 9 REDUCER O� 68 c 3 6 I3J \A S By S. DETERMINE BY THE (SEE BELD AWASHE?5 ., -,. _ EEL N 414 X S T BEAR IIr ,BLHI.NIGAL O,NT9 P,4 PS Y B / rC I J - V� ( S ] _I VA TVA N EBB) EAR ^ J C r RBF> /�T / \ A H �i>Ya � .DSTUReFD EARTH �6E /\ 1, FITTINGS SHALL FAV .RESTRAINED JO 'FRh HFhDOATEd 2, INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL T O, GREATER S - ) SEE TRENCH DETALS LLf NOTES. 1. N 4% - I AL BACKFLL'. SELECT COMMON FILL COMPACTED TO 95 %(9 UNDER PAVEMENT) O PA THAN IEN'GTI 5110WN IN THE TABLE. .' TNO OR COREFTTN — AREB ER E CT TTNG F- STRANT LENGTH -{ 11.2 V, G__EVE - 3 COVER ! FOR E BEDDING REQURE,ENTS J Q Q E MAX I✓JM DENS AS PER M 80 SHTO T1 H 1 :FIT L C.FLL AND LAUNCH -'ELECT COMMO%F LLCOMPACHT D 95; 6(91% THERS T HAT YIELDS LONGEST NT D JTANCE. C TnCNCH BACKFIL :COMAIOD FILL GOf.^ ?ACTED 70955 =199 %�NDFR PFN'ch1E1JT)O�THE IAAXII'Ur.1 D -NS TY AS PER BE ALTO T -180. VE ENT) CF THE MASNUM DENS UNDER: TY AS PER AA 1160. 18 2. TRENCH BAD KFILL: CO UNION F ILL COMPACTED TO 95% 8%CN DER PAVE. ENT OF TIE ( ) 'WAX ALL I. NE VALVES BE RES RA N=D. VVIIERE INTERNAL RESTRAINED JO T 5. N SARI USED THEC NFT RE BELL S'. FIL L3E _ NO ES'. S SC EOU' E S Ah�D .1AT ! _ ED Q IL O 3. TYPE B AD' GI ATERAL EI ALLCON FORM TON DOT h TE. 4. 15' . ( A N.) FOR PIPE O ANFTER LESS THAN 24' A. \D 24" I1 J((12" 1.11N) NGR F:P_ W HALL NO LARGER. 5. WATER SHALL NOT EE ER JI'T EJ NTHF TRCNCII CUR N. I. BED E1 N DSTYAS OSELEHTOT180. PIPC B DD 'G UT 3 `ZING SELECT COI'M110N F LL CR BEND NG ROCK N ACCORDANC- V TI EA BEDDING A \DTRENCHNGDETALMAV 9EREOCIREDASU HEC :EDBY L PANTED RED. 6. LENGT45 5HO :.N IN TILE TABLE W-RC CALCULATED N A V � H PROCED ST R= URES OU LNED h'THRU STRAJ DESGN' NFEEE' GUID LN ES PUB` SHED BY J PRA L NG TI IF ASSUfv1PT V� SHOtM1TJ EICVJ'. t. ADD T ON - RIFTS SMALL __ - S AS SP 3Y T iF _nG WEER. p; AE O 5 FT TIE ROD R_Q'C MN'1UM COHPR ESSIVE STRENGTH SJC D __ cl O FOR 9E J PSI. (' 1 A B NIA. I I W � w 6. F LLFFE TO BE M1STA W II FACING O T. FLOW. T BEDDING HA E ER UP TO 12 AND 1 FIR PPE R 4. 1i I u ( PIPE R LCS T APE DAI 2 N .. S. NAT B T D N C RF 5 ALLPPEro e_' -nsTA -D WT4 BE_LAC N., JPo RFA1O WORKIN P E (S ND LT SO L ^ -1 IAY.NGG D- BEDDING , N � 0 aH..L BE C "S"E' IN - - B 5 1 1 _ 3l4 L THE S AN GS 5 0 4 d HUT W Q O (n J O 9. C F E GOVERN DEPTH - ',. ROC BE ON HE PPE. UTILIT T 11E DRECT!ONOFT,E FLC N. -INAL RE T kAT ON N I'PROI'D 5_ D[PT FCO E ]FT ALL FORM BOA. D L BE - PRIOR TOB LL. 0 3 4 4 W Q A THE FIELD RED` R SAO /,.L CF .1A CR L.O READ' E O TI N. IN N R \F AREA SHALL COMPL WITH ALL APPL FNS CER T 0 HI FRANCE BEGUALATIONS OF AREA -. N t ALL APP..CAH RE Ulf F UkF RATION E Nl -T -O - Y H EG 'RF "ENTB GF NCN REGULATIONS AND ROAD CONSTRICT ON SAFC CT R'. 5 CONI R..ION FACTOR FOR PVCFPE'. 125 - E GY ENS NEE SHALL'HCREAGE THE VALUES Ini L T =D s. NO A{IOWE CE SH A OR 5.0 51 3� 6 - tr CT ON BE VVEFN T'EP' L_ -e AN T pIL, 2 - 1 34 °T URE'. PSL _� O Q COUNTY R ., OF RW UT IJZAT ON REGULA.OW ANDR CONCTRUCT JSPEC FICA D ..P CFCrT BONS S E P `DES GNAT DNS, P E T D R P ELIAREDN POLYETHYLENE NCREA�E THE C J VALVE UYA - AC OR OF In RL JE�TOP., A REOU RED L 11 -s� U W Q 1 25 Q (n Q U IJO-:_ C TY E ' GENERAL CATTI SEE T E FAFI GE .I R SHEET NO FOR T L 0 5 OJ T D � C F S T . ED E L E _RE P L T ,E I n E A HLY, '_J3.,ECT TO �. ... v✓. JN B. TI nt, . EP. r�l� H�'J A aT Ei F. V. .; TE .,r .F C ,C.P_LE cF T. C (. r L PIER n pI t N E C, .,I I. tt Lr. ,,.J. L, D NG D X. PIE SCA.L - IH'S JH4Yr NC BAY AVE CFA AGFC DUE TD Rrl'RODUCTCL. u ; FU Q M 40 h1 Q MANLAL ,IJ AIJJAL D TAIJ RDDRAWkG9 GENF_RAL AUIIN.IXA —'AID HERAIIII GENERA 11111111X q ITAIIIII DRAIInGS GENERAL STANDARD GENERAL ° N L+ JA1E Feo.uary .z..1 GATE VALVE AND BOX FIGURE A107 L- Feb: 1 O„1, TYPICAL VALV EBOS -- CO FIGURE A110 .L F_ uy 11, 7.1 SEAL VALVE FI DJUSTABL FIGU Al 11 E .eLrrvary VAL BO% PAD WATER AND RECLAIh1E0 GRTER MAINS - BET _ D TOF 4EC 6R! LOOP E( EN E4) F N'SHEU GR E � V LV FUILRE O✓, P -_ DJ TABLE SCREW _. _ - _. ._ -- _ __ -__._ ._. _. ...___ _ _.- �OCKI / LV^ - -VA BOIT BOXED �', Ir � FIGURE A112 26 X24'SOJARE ROUND OP ONAL)CO BETE POLYMER RE A TYR EACH L EBOX O II VA CK NG COVE T GRA '/' �. D �AI.RFACE O \ 'I�L P VALVE BOXANh �Vj� E LDGAT k _ 9 .. CC F .1. ., LL ✓/n TYPE DU T ,/ •' I C J A VE BO% E RON - ttPGAL I ° OCK NG COVE R (SOLAP 2 r'l, /,II NG '✓^° F RR�CLAMED 5 R i 0 '_ BOLT SEE 1 _ ) I C VOX //�'� L �� / 1 L �� 10 C2 3 AL GNMENT RING o LOCAT M1G WIRE- o -- U,J GATE BEAT �I -- - IA. J. GATF �ALIE ,. RECAI.'cO WATER �6T LJE ANDHRD VA BOX ` CK 25 J J (n P) TE W TH 1 F44CBA CON N O DEM1T IC T ON D G IT A C (SEE NO FIX 4 HCK Y1 SEC E1AND PO ^'R 1.1 %I AL DETA SBELON� I'JSIDE PAV EMENT - o ` I `J [] .- C G O O UTSID E PAVE MENT I a ' . PER AED v, N -S �n51 __ �.° � n p O G O U° APPROX 3' ETTEERING AOEINE C - CAP. L- TD RS VI ATER ATERI N DC ROCK NOT VN VALVE , �\ �� G \� ST 'rtiAT/ / E , .o eorT„ars . m9 .E E 'ND SHALL BE a CE TER_D ON OPERAT NG NUT G G O C O O - D pp c G \ IDENTIFIC DIS G 1 PVC PPCORDUCTILERONPOE - %EM1 G ED ON VPLVE BO% T _ Ti Ti FTF c./ 4iNGmE ^e�V EXAMPL �— re "AN r k - 2 THE AV E ACTUAT NG NUT SHALL BE E _rcDED TO BE 'eF PN SFeDGUOe. V DE AP AST C DEERS SH E DIAL M HCHNSTA_LS BELOW THE D / U a ❑ BLIDINS ACTUATING NUT. TH S SH E O SH ENT '. R GER PIPE BOX OVER THE v \ / POTABLEW ER / A JUSTER U AND MIN C L ?. 2 "MIN / THCTT PROOF ANCHOR PIN \ IN SHALL BE CONT NVOUS ' H LL F% END 12 ABOVE P FCO A II R. RE SHALL BE COLOR COO DT T E TL STALLE 5 FAR NEVJ CONSTRUCT ON, THE VFLVE BCX SI L D M1GE TO ALLDW FOR FUTURE BOX ADJUSTM NT _ -� ` }5i.J1Y/ [_ DIS DIS BE GIN THE BO% CTO BE EMBEDDED IN PAO ANCHORFTOCATING V,! OUTSID PAVEME INSIDE PAV EMENT y F j Q N a 6. REFER TO FGURE Al 11 -OR NSTALIA'i ONG AT A D PTH OF 6'OR GREATER. NOTE: _ 1. LOCKING LDSHRE REpURFDONALL VALVE BO %ES. VO U - - FCS LL IA A'M1S 5'DEEP E GREATER. 2 FOR MAINS 16' IN DIAMETER OR GREATER R= GARDLESS OF DEPTH. 1. NZE(OR STANLESS STEEL)DENTFCAT' SC SHALL BE REQUIREED FOR ALL VALVES, EXCEPT HYDRANTVAL`✓ES. 2 IN LIEU OF PRECAST CONCRETE PAD, A5" THICK X 24" (ROUND OR SQUARE) POURED N N Q CONCRETE PAD WITH TWO 4H REBAR AROUND PERIMETER MAY BC USED. = U7 BE a e P ,. C.,. Rlv _ CA, �. C oTaLCTO _D En Z S GENERAL siANDARO DRAW NGS GENERAL aiAIJDARO DRAY. NGS GENERAL STPENDRIA AJC STHUCT C.�., Z 3 c4 E Feb �.t. P IPE LOC ATING WI CURE A114 � � I SEPARATION REQ UIREMENTS RECLAIMED CURE A116 WATER, WASTEWATER AND RECLAIMED WATER MAINS ;,, MJTAPPI NG A E RAND DGATEVALVE GORE Al21 -1 ASSEh1BLV FOR WATER AND RECLAIMED WATER TANDARD DRAVINGS GENERAL UZO.1 RE LINE FIGURE -4 I a . F..T a o -- - - -- - --- -- — - - -- -- O > F K I ' o O ED 1 LITR D I CA r. G v. JO N'T PE ( O Q _ L C/T..NG L.RE \IGMED GRADE T �T rTC o a.e�el�r,[, rvE �, �� 11 r _ E '" \_ - Go O Z ED a ` - WATER � O WASTEW TE ,✓_ RRF IAIF EDI 12 GYF, FY J� 6e 3 12 ' IR� icF.AY 3' Y,A _ A -TE .,e __ _�1 3 1 12 r� 12 "i _ NA N.A .,A -T� � � y I y y \ �TA1 "NG SL \ YEN PrE _ .NFROII BACK - - ELAND Ta� �!' i O� __ ✓ ✓1 ,�y - L � ; 6 O h YL' S PER SRCOT MJ TAPF NG NSERT OM1LNe MIN, FEE NOTE ) LocA'NG WIRE � -- - - - -- -- Dms T'S EPARA'ON REOU R- M_NT STOP ROVDEA ,CESSBLTYFORCONS -, RJCTONAND : VANGE. TFREE FEET OFYDR EPARA'ION S J I✓UM FOR P PCS� Z PEG A sEEV =� -- - A PLAN - 1 u OD -- 2 'J _ n LLI J r WITH THREE FEET OF COVER -OR NSTALLED 0.T GREATER i4'S PROV DE RN ADDITIONS FOOT OF SBPARAT CR FOR EACH ADD T ONAL FOOT OF DEPTH. TR E 18 INCH SEPARAT ON REOUREMENT APPLED WHE4 THE STORMPPE GROSSES OVETHEOC A. ANDWHENTHESTO, CFA' AD p A T _ z /\ I O ✓� _ _ S E /� E T a W S THAN Y SS ARET IN ES BT,ER EREQUI D ARA N 2 CC S � O EI.E iG TH IAIN'11U F Ai. NHER S EVT SEAT ( 1 \ g r -� I" Y. /\ S O 0 O R ENi9 N 2555.3 E R 9 A ANCES R P RANED TA C TE VA' V LVE BOX 1r L (L I W 4625 5 D l U VED .V DLALLY B H FD ND U. 4 . FN 5. W C E EOF O BE P. TOR T ALL PASS SANITARY OR THROUGH OR COI.1_.V CONTACT ANY PART O'F SM WATER MANHOLE OR STRUCTURE p _ N CAI. DINT !' a ( I W 4 � � UL 1 /I \/' w I � - / Vj ' - Y gz > W > LJ W W Q U (n J T u�P PE SHALL REpJ c1 -' I caucESO DGOPP- R;a,PABLE _ D . N. ) � W ED Q GF DE D L o SHALL BE V,RA, D' NYLON ST RAPS TO :CR ENTERLINE FT GWRE LL -��,a — �HHH��1�� 4 $ �z�u �" IJLN7 F" -LL E � > CHALL CONTNUOUS INS VAVE BO C'�.AL. EXTEND I2 3OVE TOP OF COLA SECTION A -A - - U w Q ,,.RE NSULAr sH OV h La COLOR CODED O r RnETYP oFP PE BEI JG IN„rnueD - - c _ ' =a aa�Aa o= _ � Q 3 __ y 0 D: r z Q C) Te HL 'J 'O E JIL 1 Y '. cEnETAL NOTES: E 1077 Anon E SH Er R DDT L I R T„N TO - M D _ rnD s I LE NI D r _ E E.. A e o - E R, G ..1. r' a o r, J, -'ur E L. „L , E J rrr a c T r ., M1. .,T rJ„LJ -E v ,_ L 1 R, .,L< F.A. D1. CAL s; 5rvl c nr HnvE .IAm.LD c _ o FIT OBJEICH. ry r Y LTV ,Are^ ,. -FA Tr 1 ., ,,,;., J M - ALLEN O Cb GENERAL r _ FIR HYDRANT ASSEMBLY FIGURE A203 6PPROX X3.5' 'IN S' THICK HT c EAR A D EXPANSION FIBER 11 RN IAL BEEEN I / FIXED CONCRETE EDGE (TOP) TIF E k 3 TO 5 2 ER ) I GONCR:T VALVE BOX GIDEVIALK� z /' CURB r RCA❑ BACKFILL DUCTI IDGNJ I I L;1 , 'I - CONCRETE ANCHORING TEE _ - 'ALVE(REOURED AT DI ANAHCR J G III OR EE) COUPL FDOTA57S,ONE(6 "MN) _ T SLEEIN PRICATI FIRE HYDRANT -al, ISSEMBDRANT rssEM Lr oo °eE JD YYY PAJ -MINT FV E1.1 M1T `POTABLE WA �RM1A N )- POTABLE WATCRMAI.N 'o - A AT DA CI _s r.A JUx GENERAL FAIL Fel-RII -1 PRECAST CONCRETE MANHOL FIG A301 SET COVERS FLUSH IN NHO E FRA'JE d covER PAVED AREAS ( E STANDARD DETA L) 71/ FRA E SEODED'NMORTAR 11 FIN —2COUR 60 BRICK(MIM1) S 11. 3U- 2�D C CO C3 (UAXJ OR M M1 5' i0 EXTERNS M L E � IAA% IS 'LEE ADJUSTINGRNG ¢ HEAT SHRIM1K AL z (PPP) S NOTE 5 O'MIN� 5'MI:N PE V LINER € PE Ec I AT ONs i r C BIC FEFFLbENT IPA OAIETER) '< BE \CH E MI o IPEC F CATO0.5� c CRETE -T. ADMIX K IN JRT FDDT#57STONE 2'MIN I NSIDE PALL TSIDE AALL PR JO NT SURFACES IRE -PR!A ❑ PRE MOLDED PLASTIC JOINT JOINT SU rACFS SEALER, APPLIED TO BGiH COMPLETO LIPS a JONTW � B OU_EZE OUT S S -OUT, 111 R I INTERIOR TERIOR AND EXTERIOR NOES' 1. DROP CONNECTIONS ARE REGUIRED WHENEVER INVERTOF INFLUENT SEW =RIG 24 "O MORE ABOVE THE INVERT OF THE MANHOLE SEE MAM1I TOLE COD INECTI ON DFTA'L 2 ECCEnRIC INEDESGh. MAY 21JSFA FOR CONFLICT RES DL UTON SO TH O NG PPROVAL. 3. AFL ` CH NNI SHELL BE CCVSTRUCTEO INS MANTHOLF TO DRCCT NFLUENT JTO ST FLOW STREAM 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. 5. WW': PT! GHTLYARO UNDCASTI NGJOINTSAIJDAPPLYHIGHINTENSITYPRCPANETCRCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 5. HDPE AOJ.,S NG ANGS I. AY Br IU35TITUTED FOR ORICN 114 k ] SEGT ON HE G:ITGVARY AS REQUIRED, AND AS AVAILABLE FROM APPROVED AVUPAG I URE _ MRSLSTED IN APPENDIX D. zc I I II I .111 PRI 111I THE PIPE D" CAA P- "I / - .T. Ha.J IS 3 FRIA I'll I SIILL HIS, IF -GPTFP P1111. HE PIE K 'A 71ALL IF ITS ,LA SPIS FIT / � kL, AS 'F P_ LL OI 'F ARF LA Up ./ TEMPORARY JUMPER CONNECTION r FU F P,._.e S ECTION ) -X EDJC_R 2' TEE 12 SPOOL IICE (TYP) 12 0.5. 3 Y. 'AL VE (TYP) 12 DOUBLE CHECK VALVE BACFr_OW PREVENTED 12' O 5. 3 Y. VALVE (TYP) 12 "x12 "z6` TEE / -12 "GATE VAVL= NOTE, SEE EO A ON SHEET 12 FOR ADDLIGNAL ' NFORMATIO\ DETAIL A . ,ary , ., ...,.....� .........., GRAVITY MANHOLE CONNECTION Ie Erwl F A302 PRECAST MANHOLE WgLL TEE FI GURE A305 PVC PLUG —TOP HALF AREA OPEN _ -- E (SIR NOTE -(5 -E NOTE 2 ER ) �] - - CONCRETE ENCAGEI.i F.NT D PE INLET CONNECTION FT'JVER= �L- RVERT'GALP DROP PIPE / (SEE NOTE 1) / S0 °BEND kAV'H( 4 PG NO MANHOLE) z CLEAN -OUT 'A SITE WORK CONTRACTOR, ONE MARKED BYC ING AN "S "IN THE CI EANOUT. AND CONNECT SERVICE - 6 ND BEND — V✓Y JITH BR NCH n I DO B E (FEE) PD°HOOKATB "O.r.E 1N. CRA TY ours D E D O \NE O J (F SING MA OLE) Ell I PLUMBER I(E sT fMN NAL 'Y T DES EL ND PR S - T S.F.NLE 6I _EL PEC SAP NH I - Vc� - — WALL CAST IN �. r - NE GDNNPGTGR - NEW AT-FISTrAN No -Is 1. DROP PIPE AND FIT F INGS oEWER. 2. qN OUTSIDE DROP CONNECT HAVE AN NVPGTC 'OR M0RE 3 CONTRAC , O COORDINATE COR,NG AM1D C0NNECTIONS N - N HAN HgLESONLY STA—NE SHALL BE OF EQUAL SIZE AND MATERIAL I ON SHALL BE REOUIRFD FOR ALLINFLUEhT ABOVE TIF-FBANNOLE INVERT T PRESENCE OF OT LT IAS I.ACEC TO EXIT NG 1,1ANHOLES- AS THE INFLUENT LINES VJI IICH FOR -FANG COTE S SHEAF CC, 9ARD ] , Y SL CE PRO-OR IT 'f. FO E. A 1 O.,ECT , N ALL) L'N C E TI PL 5. ORE s H E11 0 r ,1IS 'i 0 V 0 E E. s 51 11 FNE 'Ec U, E ILL c L/ _ UHIIR Al OT N -.D =_O ENa' TEE a T--,. I RAISED 112' —ERS FLUSH WITH TOP OI COVER -� —_ - �rNrrARV R R o , 2-N ENETDATING / PCK HOLES PLAN M TO5 1 aAT c r 1 UR ACES Ty 4 0" [ -1 -1 /2 "MIN 1 4 MS —� 39 . EL /UA G1J IS k z 5 F. IS W � C.1 ¢ m z j z O v i W ¢ � � o N v U N °z a = N 4 N ¢ � o CO3. w z z a � o Z �I i LL-1 c J = o W O W L Q O W J UO N J W - Z O Q U H Q Q Q U O - n Q O u, fh a u. ENE I G P Y _ SERVIC LATERAL FI GURE A305 T EM P R'.1A1 NOTE ) zCE NOTE ]) R PLUG (T (TYP) (SCE NCTES ANG ]) _ S _ LITERAL E NrvE MTH SEINER MAIN 6" BRANC� S ZE VAF. ES z CLEAN -OUT 'A SITE WORK CONTRACTOR, ONE MARKED BYC ING AN "S "IN THE CI EANOUT. AND CONNECT SERVICE - 6 ND BEND — V✓Y JITH BR NCH n I DO B E (FEE) Ell I PLUMBER f LOT — IF'. (SEE NOTE 4J OLD N ) EP. PLUG (SEE E52 AND >) - STA TO HOVJ LOCA ION OF TEe, E IiARV l G. (TYP) I NISHEO GR ADE a � C—ETICTEIVINATIEFTH �1 b l IFN ( TYPJ I COTE S SHEAF CC, 9ARD ] , Y SL CE PRO-OR IT 'f. FO E. A 1 O.,ECT , N ALL) L'N C E TI PL 5. ORE s H E11 0 r ,1IS 'i 0 V 0 E E. s 51 11 FNE 'Ec U, E ILL c L/ _ UHIIR Al OT N -.D =_O ENa' TEE a T--,. I RAISED 112' —ERS FLUSH WITH TOP OI COVER -� —_ - �rNrrARV R R o , 2-N ENETDATING / PCK HOLES PLAN M TO5 1 aAT c r 1 UR ACES Ty 4 0" [ -1 -1 /2 "MIN 1 4 MS —� 39 . EL /UA G1J IS k z 5 F. IS W � C.1 ¢ m z j z O v i W ¢ � � o N v U N °z a = N 4 N ¢ � o CO3. w z z a � o Z �I i LL-1 c J = o W O W L Q O W J UO N J W - Z O Q U H Q Q Q U O - n Q O u, fh P Y RO FATE�� 6 R, LINE UT .)BUILDER'S T EM P R'.1A1 NOTE ) zCE NOTE ]) R PLUG (T (TYP) (SCE NCTES ANG ]) _ S _ LITERAL E DOUR E _ -- LOCATOR BAL LATERAL ( (TYP)THEP)SE SEE NOTE P ROFILE E NOTE 4 S NO 1. RT OF SERVICE —RAL SHALL NOT - OFFER V'ER A BF 011 SPRING LIVE. 2. VICE LATERAL SF'ALLSE CAPPED BY DCVC 0 'HE-WORK CONTRACTOR - WY_ TO EE NO SHALLOWER THAN 3 -FEE' AND NO DEEPER THAN 5 FEET 4 LOCATOR BALLS TO BE INSTALLED BY DEVELOPER PER SERVICE, 5. A LFITTINGSSHDAN ARE TO BE INSTALLED. 0. SERV CONNECT ONS INALL SE PERMANENTLY CURB D OVER E_ATERAL. 1. BUILDER'S PLUMBER WLL REMOVE PLUG INS F FATFP AL TO HOUSE 'A SITE WORK CONTRACTOR, ONE MARKED BYC ING AN "S "IN THE CI EANOUT. AND CONNECT SERVICE - COTE S SHEAF CC, 9ARD ] , Y SL CE PRO-OR IT 'f. FO E. A 1 O.,ECT , N ALL) L'N C E TI PL 5. ORE s H E11 0 r ,1IS 'i 0 V 0 E E. s 51 11 FNE 'Ec U, E ILL c L/ _ UHIIR Al OT N -.D =_O ENa' TEE a T--,. I RAISED 112' —ERS FLUSH WITH TOP OI COVER -� —_ - �rNrrARV R R o , 2-N ENETDATING / PCK HOLES PLAN M TO5 1 aAT c r 1 UR ACES Ty 4 0" [ -1 -1 /2 "MIN 1 4 MS —� 39 . EL /UA G1J IS k z 5 F. IS W � C.1 ¢ m z j z O v i W ¢ � � o N v U N °z a = N 4 N ¢ � o CO3. w z z a � o Z �I i LL-1 c J = o W O W L Q O W J UO N J W - Z O Q U H Q Q Q U O - n Q O u, fh A B C 2 j o I [xis SP LEG 11 tt + - VO ' - MGMC O GG OE �^^� ED TAM `�\ ,1 o O _ a S CVTR ." 4 � SSPTJ QV Fo i LL �O 1 s w g UPA AGE A CA A CA j o 5 i 1 i ±12 i J . - Ar> - - -- -121 IDFE- WOaE )90T C \Users \Dale Land & C —p-yV) strop \-111 \2014 \03 March \Casa M1,0 \DALE - Casa Mirella 09 - 1S - 14.dwg, 9/18/201411090 / D E F G H Call before you dig J �� m onus ES On Toss ®U S-n hhl State Ca11 Is��snlne.00m 1. 8004324770 SEE SHEET L -2 NORTH 0 10' 20' 40' SCALE 1' =20' Ga J F�� „ma 7-'� / ° 1L. wwc O SS \ � 1 b D O LTJ T m5iR�0 J z Q �pC f i Q Pq 0 I � i4T -RI , r U DESIGNED BY: RCD Iq!, DRAWN BY: RSH CHECKED BY: RCD _ DATE: 05 05 14 REVISIONS -- 1.09 15 14 2. 3 ,t / L 4. ) Y/ 5. 6. l eosrna L -1 OF 5 13 " ENiRANC£ '. I 11 _ _..: ,1 / - }CAOf a SSPTJ 1 L -PT 4 m 5 i 1 i ±12 i J . - Ar> - - -- -121 IDFE- WOaE )90T C \Users \Dale Land & C —p-yV) strop \-111 \2014 \03 March \Casa M1,0 \DALE - Casa Mirella 09 - 1S - 14.dwg, 9/18/201411090 / D E F G H Call before you dig J �� m onus ES On Toss ®U S-n hhl State Ca11 Is��snlne.00m 1. 8004324770 SEE SHEET L -2 NORTH 0 10' 20' 40' SCALE 1' =20' Ga J F�� „ma 7-'� / ° 1L. wwc O SS \ � 1 b D O LTJ T m5iR�0 J z Q �pC f i Q Pq 0 I � i4T -RI , r U DESIGNED BY: RCD Iq!, DRAWN BY: RSH CHECKED BY: RCD _ DATE: 05 05 14 REVISIONS -- 1.09 15 14 2. 3 ,t / L 4. ) Y/ 5. 6. l eosrna L -1 OF 5 13 " ENiRANC£ '. I r ffm r E7 i0iA1. OTANCAL NNAE DMNDN NAVE 'I1HOCHTWDTH EXIS R� 7p SP L + VO cc ED iAMT O OS :2 CL'ERCUS NRGIMM v 4; g o 3 w QV Fo I 3 AXODDUM DISNCHUM OF `SN CA E 3 CAL 10 -12 H. uIA U `CA 3 CAL 10 -12 H. r ffm r E7 i0iA1. 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PF IM %1TOSPORUN TABA IiEDS'xtUM ]GAL GB 36 CLBRA JAPOSCA CLEYKA FS 15 FEIGOA St11OWANA PINAePIE C'JAVA H. 30 O.0 ICHN 101 10% CORNUiA BJRFCRCNI h'AHA :DWARF SJRFOP,D HXLY 24 H. 3D OC. IYN 258 IfY, VOIITORIA NIA DWARF YAUPPI HOLLY F 136 ANWIAI PUBMS; TAR CA "D 57 1FONtlIHES FRAOtANS 91PAM SAPPER RI 99 CW MAKI MAR PlV 25 HTOSYORU4 I VAPESATA FI ,RFU9 VARIEGA ATA %POSPORU4 2A H. 30 OC. 0 239 H IKIINUC A N AEIN]7N IS -19 N. 30 qC. RS RH CDOEEMIJRON SP,LHS PEo RED RI1FFlf A' 'A 24 N. 37 OC. SN 7 SINEllI ➢A NICOIN WHITE BIND 6 PARNSE ,10 H. , 0 0 C 'QUA 36 'dBU.5MM CDCD T19AMDM .AWADUR AW46JKI N LRNUM �30 H. 70 G.0 PoNC 466 11111N CBOVANM NHOHIfD OJ,SS WHCREO USSVEJRN'UM 75 -18 H. A O.C. N Ilfi N3URNUM SUSPENAIM SANGANKWA N3JRNJM _ 30 H..A' O.C. LED - 674 JRIOPE MUSCM fRCRi GR4 EV-RD.+.FN OANT LRICFE I GAL 1 U. J 138 OPROPM INTERMJSJS APEC DHASS I CAL 18' D.0 TEN 1051 TPACHEOR M W ASANCUM MINMA AWARE COVEDERATE JASMINE 1 GAL Ir 0 C IAVT 70 - 1RACHEOS'E 6A1101M MIN MA 'PoCROR IGT CR DWARF - DE C CNERAIE ASM'\ 1 GAL IBI9 OC SOD as RED, AcmEN oacttox : oHUON HS.uJD WHtRE NolEO soo OR AS TEA 51 SECUNDATIM FLDHTAMFICRTAM LORITAN ST ALGUSIINE GRASS SOD C\U,,,, \Dale Land & C 1...y \D p\Jome9l \2014 \03 March \Casa Mirclla \DALE- C—M-Na 09- 15- 14.dwg, 9/18/2014 110]_17 AM r 11ED_yy\r /y GATE &FENCE Ht t' 105 —LEG t` nC ITOT LOT BY OWNER GA,�TE: 54" HIGH LATCH 1 13 —JP -, } t y {' BE;RQCJQA 'SOD' I r r I P¢S51VE' US�c''' i{ 1 � 1 p�,',', + PLAY AREA PLAN 4 )- NORTH SCALE: 1' =10' Cail before y - dg .+nees nw 0 1 "' N' Sun i shine 00 - 4 State One Call ' - 47 lne.com - 832 4770 M, AS 1 •�r t G G d P, o U o 0 Z a a w f U z o ¢ X` MM�rrII < ^ ¢ w � U O O L� DESIGNED BY: RCD DRAWN BY: RSH CHECKED BY: RCD DATE: 05 05 14 REVISIONS 1.09 15 14 2. 3. 4. 5. I L -2 CF 5 A B C D RAINRIRn IRRICATION I PcFNn 2 - 3 n A KEY MODEL DESCRIPTION NOZZLE RADIUS !GPM IPSI COMMENTS A 0 RAINBIRD 1806 - SAM - PRS -15 MPR,1IF 75' 3.7 30 'NOTES' B O C O RAINBIRD 1806- SAM - PRS -15 MPRI5H RAINBIRD 1801 PRS MP 750 15' 1.85 0.92 30 30 WITHIN SHRUBS SHALL BE 36" D • -SAM- -75 RAIN9IRD 1808- SAM - PRS -12 MP 12F i5' 12' 26 30 RISERS. E • RAINBIRD 1806 - SAM - PRS -12 MP 12H 12' 1.3 30 F • RAINBIRD 1806 - SAM - PRS -12 MP 120 12' 0.65 30 WITHIN BEDS SHALL BE 12" G 0 RAINBIRD 1806 - SAM - PRS -10 MP 10F ID' 1.58 30 POP -UPS. H O 9 RAINBIRD 1805 -SAM PRS -10 MP RAINS RD 1 - AM PRS -10 MP D 806 5 ICH 7 Oq 10' 10' 0,79 0,39 30 30 ALL LAWN AREAS S H ALL BE J RAINBIRD 1806 - SAM -PRS -S MPR 8F 8' 1 05 30 8" POP -UPS. K L ® RAN R" 1806 - SAM - PRS -8 MPR RAINBIRD 1806 -SAM- PRS -B MPR 80 8' 025 30 ' -- -- -. - ADD, ST HEADS TO AV= M 6 RAINBIRD 1806 - SAM -PRS -5 MPR SE 5' 0.41 30 OVERSPRAY. N 4A 0 6 RAINBIRD 1806- SAM -PRS -5 MPR RAINBIRD 1806 - SAM -PRS -5 MPR 5H 50 5' 5' 0.20 0.10 30 30 P' RAINBIRD 1806- SAIA- PRS-1S SST ISS>T 4' x 30'1.21 30 FOR RE-USE WATER USE 0 R ■ RAINBIRD 1806 - SAM- PR$ -15 CST�I5CST RAINBIRD 1806 -SAM- PRS -15 EST 15EST 4'x301.21 4' x 15' 0.61 30 30 PURPLE HEADS, PIPES, & VALVES ONLY. S El RA 1806 SAM - PRO -9 SST 95ST 9' x 18' 1.73 30 T A RAINBIRD 5O0fi PC- SAM -NP 8.OF 43' 7.06 35 FIELD ADJUST IRRIGATON U ® RAIN3IRD 5006 -PC- SAM -NP 4.OH 40' 3.5 35 PLAN TO ACCOMODATE SITE V ® RAIN3IRD 5006 -PC- SAM -NP 2.00 36' 1.81 35 CHANGES. vy RAINBIRD 3504 -PC- SAM -NP 4.OF 33' 3.58 35 -VELOCITY SHALL NOT EXCEED X /, RAINBIRD 3504 -PC- SAM -NP 2.0H 27' 1.69 35 5' PER SEC. IN ALL PIPELINES Y RAINBIRD 3504 -PC- SAM -NP 1.00 21' 0.92 35 Z Q RAINBIRD BUBBLER BEST. COV 5' ADJ..25 -1.530 ® RAINBIRD PESBR -PRS -D VALVE (SEE PLAN FOR SIZES) ISOLATION VALVE - MATCH SIZE TO*A1RL6CE - -- SCH40 MAINLINE (SEE PLAN FOR SIZES) RAINBIRD ESP ZONE WITH RAIN CHECK DEVICE M 2" RE USE METER �r 2" POTABLE WATER DOUBLE CHECK VALVE ASSEMBLY 'VELOCITY SHALL NOT EXCEED 5 PER SEC. IN ALL PIPELINES ARLAS WITHIN IUI LUI SHALL HAVE IbNLS 1bLUb, .ANU JSSI NUCLLLS UNLT � 4 � H H i x E F G H J IRRIGATION WATER DEMAND Call before you tlig 50,250 TOTAL S.F. AREA IRRIGATED -' N O R T IT 8,535 GALLONS PER CYCLE vmeas ar - ornci��. cs vo �ES 0 10' 20' b0 ' 17,070 GALLONS PER WEEK NOTE: ryc �sr� E�lvnnon aicr -os 887,640 GALLONS PER YEAR, 52 WEEKS P ANLAD CE BUBBLERS ON ALL Z ATTAC4 D ADJACENT ZONES, Sunsnlne Stato one Call SCALE: 1 " =20' 785,220 GALLONS PER YEAR, 46 WEEKS w alls�nshine.cam 1 -800- 4324770 * TWICE A MEEK DURING DAYLIGHT SAVINGS TIME (34 WEEKS): ONCE A WEEK - _ -- DUftINGS'TAt3DAR6 *+ 5 WEEKS OF RA'NY SEA50N - - TW.CE A WEEK DURING DAYLIGHT SA", GS TIME (28 WEEKS). ONCE A WEEK DURING - STANDARD TIME (18 WEEKS} / A I A B B C A B 6 C _ B B C C B B I I 1 „ 7 r - -- - -- 12HDP= - - r Y U r F F r � H CAUse s \D4ic Laid & Company \Desktop \cm,9 \7014,03 Marrh \Casa N1 11 ADAL E -Casa Mire; 11 09 15 14 wg, 9/ - EXISTING MAINLINE / B 6 1 5 I / / li P I' P P I I 1 I I I 6 ) I II / II / B I 1 I P J 1. F D I p E I / I E 40E � I I r A I �l E I B 1 B I I 1 3" NEW MAINLINE 4 �h^Nt � r V"�aN V m �6y7 o U o Z r , Q I�j w O 0 U DESIGNED BY: RCD DRAWN BY: RSH CHECKED BY: RCD DATE: 05 05 14 REVISIONS 1. 09 15 14 2 3. 4 5 6 L -3 OF 5 �reuvu �a DO NOi PL,CZ ST.E 24' '- 1wsr iauf - *'in KDRED wT. -- 2'M DYER 3 wr RR j •C IT i�s,reE z" - auar TFM N EDCF 1RHlOV 4'X fi' PUNPNG w% - CWPACIED PIA4!8!G Y:% TREE DETAIL --2- OR BALL k OBA : 3 1 /2 CAL > _ HO S. ' DE�All �SpRAIV - A C N HES gq pp BT BRPNb£s ]' uEASURE CwPa DR4 0.•_0• WAS -'I.T S.- iR SP EF EPALF RUC AV1JfJ PM PDXET, TREE TRANSPLANT DETAIL Y� scAlE ROOT BARRIER DETAIL - -__ NO BC.4E DJ 'Ps Lntal EDDE Treace -E VAR',E5 10 RRB' I�F�AbJt 1 R Z U R - ON D. Msi iAUi t z -2 %t x8'p030 STARES PaEFt v wivC r+rZDCErAYE 2• wLG11 iFISEIt TABLET WArtR - naT sAUEA !• �E (nom ) USIC TR'a'C4 e % b• ?!AN1NG D . -- CO11 ?AC'FD RANP.4C 41X 1' k'.N. TREE DETAIL - ECSIINC IR uwE ::FS x%NTS OM A Tic mm SEON�029o0 LLNDSCAPE P .. - GENERAL All A M �f IXvieioa I - Central RegvlremanL ere ivciuded ne thu evcpov. B. FvrnivL all tDmepartetion�mnt�Y•ele egwpmmt, d co plek ell work m shown on drawlvge c m k epecfped beret.. C. Avottl con loco which rea Dmerde. Poet eigm Darrimw m re �ed D. PFavltle a equate v for tr ding, hm im from dnmege ough p eu aq nadtue, vy rein m ek. or replem even demeee. fi. Plmt kWa ere Ira th< cmwe.fmm v( ke Covtractm - requtrea El, fnmenkd g t Ll &aMltgs F. Coln ty wlp federa eR l, skk d loc anal fewaam a. cm�e <i °r snap natpy to wt �eayama eau L �.mume ¢cam eIm fe�c:a�, loose nil en water kble or Pura th FL Qumtlry aevlaUOV, qum4oce m plme p Picot Dot ,n m eatmak. 1.1 REIATEO s&CITON3; sECl30t 1 RfiFSRRNCE9 s.m� xemee. 1962 t Committee i B. Creav ma Skadatde (o Department o1 AgrleWtore; Pert D !999 G ecm dery tar f urmry stock, IVC� 280 LIE e D. Hortw TNrd, Wberty Hyda BeLLer Hortorium 19]9. E. Florida !rrtgetloa Sawety Stmaerdv and Speolpeattam for turf and Imdempe Syet me (Iteviaim 91090). 1.3 SDBI4TTAL9 Proside W 0mer'v repro Uva dvrhg - -. A- t�vmi Prr f9r eD me �as, !vetu&aq tn:aaat< (r gnnteunta or efts a maa<a or e<edea Z. Propoved mbeututiom o1 meterieb or e1vm. Obtem approval by DoW lendecnye architect and o.nar. reprmmkwe. B. Covatrvctlon 1. Plmt lmpectlon certlpce[v and ehipptug invmces requested. 2. AD rertDlz ]allele and notarized le ter et con- e k- - tnese apeclrcetiam. 1. Teo vets es -DUD[ rornrd dacummk (red -pne privk). QUALTY ASSORANCg A n tmrk anell be performed coder the camkat mper- n nt oDremm, Having ¢t lei e rl r eapaun ke ery` p c V a . Date loe pre - ]mamape -.b- 1- aomtiLmte almi - eapnm, and ate ec¢epkble perfarmmce for peymml. C. Convector � ¢peered k perUCiPote k a contract lone -tut oomerence with tnmm ma Imo -e ercWkct k .vsy -b-- of to ke work, and use . .. _ _ - _ _, . Vek <f stn.kntml cpmpleu<n u ROOiS RM ROJTS �� i.5 NA$fi �YICB A Centre the be fully reaps I, fat a mMVkn- ca aemaaea, and replecemmta until Date or 3vn- TREE PROTECTION m b .. 0.f t`c@ ph- f -k. N'O S CP1f Immedie[ely brlrs� k Owhm a ettmpoa and gwekly ftpek Owners ezpenm) B. Meintme¢ (at ee ant eWUVation. ed®beda PALMS > T. �\\, "NIIrt9CANErW 11 1 MAYS 5 1 pDEG. STAKES CLEATED AT A NIN. Ha;r of n OF THE C r. nI OlIT AG / � Y utfF�'9� - Y S4dQR MOIQt CC9ppAyy?pp5��4CC1 MSTURE B O LL� OR wAix y r STAKE R4CE 1 R ALL PNLl �P. ", ThA 1 PIANTm MM 2' TOP CG'BA OF 90.1E ABOVE ..FD. PALM BRACING DETAI 4D `,E SOD DETAIL - _ NO 3CAIF C. \Users \Dale Lapd R' Company\Desltop \!omega \2014 \03 March \Casa Mirel:a \DALE -Casa Mlre:la 09 -1S -14 dwg, 9/18/2014 913:28 AM ,. rn-L tg to ew r e m -Pt-y t of wae� me enele ° p ru < D m D pioyme or k, et ell [irate. a e REPUCSNDN'rs Duriey ke guarmke period my pl grewk U (m d tarmined by th 1 d+cnPe Cmtr ctA vDace p ball ba m pe _d for the o iml PI tkg and t k th Owv B Re m t earl a ft t D r Deempw _COmple4 cud cvniLr t LLvwe. .._ e. ZT n]n�9 (Z) dayr n r(1) year Tim Draft may ba eztmded by mutual egreemmt for me � In queaUmehle health et and at eummlee C. Plmt damage we by tnep, ama�em mace [her c wpom, a to of d, monahle pl.un are exempt hum the guermtee provletom .3 INSTALLATION A Top¢ to a mlWmum c ce4v� �ro mmp kd depth f cover 0. Rough Grading . Meld Imo surtacm k Mthin 1 inch oI Mel great. Comtruct emlae berme. Fill aw s. hrl� i �z er a Pro ar a e. spr<aa B tom 2. aI 1/2 1neR pv loo tor tli�etm ce of Otret elope nDNmum. c. Ram .e�D nm- naa<nrmivg mntQ rrom �k. m•m ea -. -. - -.-: I:Dfg tiIlte9g'Ey'(An!'taOle; woe, ma. 3. Tiu m eoN amemfmmk cn m Lime, ;fen, ByPeume Vindicates Dy locw � om� but oWy attar approval by 4adacepe m vnftarm eppucetion PART TRO - PRODUM 2.0 "TEbbbbS Topmpa shell ba lartLe, .¢[coal, m =ypicw of Ivicehty. Iree�D bout ¢Dec ° d� m N °LL Da of ek etl Irate c h ota, cb, o Iter !net nol ry mnduattve to v St cot Dte, or wowd ro Mth Nlme m B. Sod may pave v weed- when Wewad .[make P% ..ma ee tort eheu be vialDly cot Mtb v of r relvv gremee. It =y h�ve o may �e tote) em r of e foreign a cam zz of me mtw ' rho wa eau t Dh (ev plm7 aVy m and be ueh ids one and It cm be picked up d handler Mkout d eg C. Seed ehwl met the kerm a f erminn u gtio. d puritu 1n ace ramce Mk < r � enl a �••••M� '' e 3. u DePa eCltion ¢ t A e 'Fad bsa e no.• ror eeea. L •'t eed Mall b gad the e ra and <neLL b t y t ,'Y' tit' 1 ftL� k Li d see c y- -h h h sell e t the dealt le guarmtea mw ale eel vvrt / D. F end seeding r anvil en -0- Ov a drewivge. 1. "Agri -farm n or Tocdece" 21 a khlnt aI 20 -1D -b IormWepan. m ferUliuc well ba a .-I d formula, o®u °n, rt<e powlw ma aeuy<r<a a peat k noap�ea bags Inc <rporak Dlack Flb- poet Into plmtlttg cods rtbm cep ¢tted on picot L¢t at Ne 'o�awme rnl.a. 1 t eDov a 1 gallon p 1 / avbtefeet p �r •^� r % 3 'ITae /2 rabic foal pee toot at hefgbL F . H G. DP Hal Sad AmevdpmevL extent. �1 mple m weeded o bring tall Ink oppmum growk y ag nr eperutea Plmte. 2. vi ler L Deimr 5.0 ph incorporek enough bo.d!- s , coal lime to bring MLDk 5.9 to B.3 ph range. N. Pirate � 'y) 1. t!eaab. -<a etmamg ne roan a he ei n punt • m grade 'Floriae t NO 1 •T owes oth a kd 2. Non -cle ®Idea e'mvc k eat A a stmdarda. 'free cnllpere ehNl b meeswed 0 tnc ee a ova soN It All pemte sbaU be sound, heelky, tree from net a �< e mt, ma eggs, ma )cove mrmai, .talky 4. 8orm eDeU be eymmekrlcel Or typicw 2or apatite m 5 Any picot may be rejeclad by Imdewpe :I t at mumaatmy mad n<Men, gneuty B. c 'I h tee h-9 mat- wapped Mk synketic burley Da p sl U will re]eckd. L Hwc -h ba Pine bark, n cypress Dark k free }rea s[IClce, c -, n.ee, teem pr atn<r amrta. EQDIP T grading rekee o1 30 inch mmm width to ° U seeding and to e a pat gre¢e pa or to mddkg ar cob red ( 0. Pl IP ; 1 � u. .e b ezisfivg on es[e, < a comDinea er.D cl U PART TP.REE - �CUTION L 1 1 Y teV�i11 33 S li-R AVON 1 m e u k wWen worms be eppved d ¢ t PraFF [ for C°n[ to d hle duties a•� pert rm mdea ill Revfaw eugmem1ng drewurge I rmattoa. I r<lawa e B coornmak work Mee owner ao traaee. : R<laa�ta eaeon PTem amturtei comer a ny a ImdFepc mebiteR, ma mcvrdmg k drewmge. p 3.1 b OT (n ..1 work. eke .ble k en i R1dna Vee W e tna 3.z P�TaePAAAnoN emo ¢me o< v from ®k cb.Min ivI Z o sods, vaed� flax 1mLss�ga en wrecamfrucbm debts v ma p � eoryorak w k t0 ute. t Q U �vetV(cation qon °ably d Haan n' iaeri moo epon (by o vedm) le not Indudea thta r nn Ft. LEI (n W D. P!mV.g Plk P cavata to dimemlom show. on plm. Q Z or no not tank break sou away rrom root beLL J O 2. Cere[Ull �el picot Plumb. Dent ode }aclp 'oU at k�a a oll 1_l' to hlgber m prevloua:y F¢-- 9 o emave ell tai or rope rrom [oe -d d I bell A t " 1 undo Dell W an In Iq P®1 k ll 4 1 1/2 hell w eclecent P¢oamen a ALL ple eb. tO W � D m!n;mnm rrem .wa walb ma ranee. 3.� d U O e8 l cover m trlevgle pattern MtL ouktde reile k beeline, t/2 Plmt epnclvg dLetmce p � [romp aa¢¢ee F. Sod Duklletion Z 1. Sod ALL r eas ' d t on plan and arena -,,d by k o1 other trades. p 2. Isy pmels tightly together. Top dress crocks with amd. Rater thoroughly. � G. Skke and Guy Stake and guy ..ea per play. H. Fertilize U F e - hl' at tnunwkg rot <e: DESiGNED BY: RCD Th 1. Tablet . pip er 1 R. plmt - t tank[ DRAWN BY: RSH z gallon pp - 1 k a kblek CHECKED BY: RCD khd. 4 t e S l tat per let 6 e p DATE 05 05 14 - f t he!gbt 2. G,-- Fart 1- Rork mt. the top 2 " 01 -0 at the refs or 20 onn pda per loon q-- feet f., 1. arena. �REViSIONS Prune P.. P DLLs 1.09 15 14 as es emery to e d e eranged GMga. >a my c [er�aN lender shell not De topped either 2. netme y" fnseaHennn. 3 t. H--d. Apply pre - emergent herb!c!de to all beds <CCardirtg tv 4, wa <mrer'a aConnnmaaunna. 5 ` Spread to n un!}orm depth of 2'min. FLVIf and pet iv Place. 6 . 3.4 FIELD QpALTTy CONTROL A Landscape -hi- or lhmer may conduct periodic ucap <aemne k aet<rmk< tine the eerma of thla L -4 OF 5 °.tract a fuHille=. B. Contractor will be a petted to participate Mtn Onnar W fine] (mpectlan Lo review protect (or contormmce o the contract. Iknas t° De reviewed in ludo type, qumpties, slz es, Tocet!ovs, and qu ality f EP Fh om, o mnleriels and workmmshlp. Final paymen for work .ill depend upon satisfactory c° ditdon of project m pate °} 13 substmUel Completion. END OF SECTION INTERIOR OR EXTERIOR WAL1 MINIMUM CLEARANCE FOR DOOR OPENING MINIMUM VERTICAL --C LEARANCE NEEDED FOR HINGE PIN REMOVAL RRIGATON CONTROLLER CONTROL 41RE IN ELECTRICAL C ONDUIT. SIZE AND TYPE PER LOCAL CODE 3/4' POWER SUPPLY CONDUIT J BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE !MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL CONTROLLER SHALL BE 1ARO -WIRED TO GROUNDED 110 or 220 VAC SOURCE. IRRIGATION CONTROLLER -IF THE PLAN SPECIFIES THE USE OF A TWO WIRE COT70ILER, OR IF ONE WILL BE USED, PLEASE SEE THE ADDLDONAL DETAILS AND SPECIFICATCN FOR R LOCATED ON A SEPOS RATE SHEET. IF THE SE EET WAS NOT INCLUDED W,TH THIS SET OF PUNS PLEASE CONTACT DALE AND COMPANY FOR A COPY. O1 STANDARD VALVE BOX O2 FINISH GRADE 3� REMOTE CONTROL VALVE ®WATERPROOF CONNECTORS (2) �5 18 -24' COILED WIRE © SCH 80 T.O.E. NIPPLE 0 MAIN LINE PIPE & FITTINGS. OB BRICK SUPPORTS (4) �9 3/4' MINUS WASHED GRAVEL 10 SCREW /LOCK VALVE COVERS 11 SCRE'N /BOLT W C SLIP UNIONS REMOTE CONTROL VALVE O1 FINISH GRADE O2 SPPY HEAD O3 LATERAL TEE OR ELL ®LATERAL PIPE `J? STREET ELLS WITH FLEX o\NON- POTABLE C.AP COVER V(AS SECURED) SPRAY HEAD WALL (SEE NOTE) FREEZE SENSOR V RUN LEAD WIRES TO CONTRCU.ER NOTE: MOUNT SENSOR ON SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRNKLR SPRAY, RAIN/ FREEZE SENSOR 1 4 g • QUICK COUPLER VALVE NOTE: USE 12" POP —UPS ADJACENT TO STRUCTURES OR BUILDING FACADES. C \Users \Dale Land & CO pe.,y \Desklop\io 91 \2014 \03 March \Cud Mlrepn \DALE -Casa MireLla 09 -15 14.dwg, 9/18/2014 9'.05'22 AM SCREW /LOCK SCREW BOET VALVE COVERS RODE GATE VALVE BOX - - - 1' DIP. GRAVEL GATE VALVE %HEN USING, LARGER GPM NMaES BEWARE OF HIGH EFN:TFGN LRxS IN SMNG JC /ADJUST 91E kXI)RDINGLY. FINISH GRADE OR Y,' ROTOR HEAD OR -' MARLfX STREET ELLS (3) ® �' OR -' SON 80 THREADED RISER OS LATERAL TEE OR ELL ©LATERAL PIPE ROTOR HEAD NRICA' 4 9TS1'E1L9 PAR} ON6 - GEVERAL n ''M. 1.0 suaMARr t1,'f„ hh''� �e�aaa� wn`:�°ulan mere) Ra nuemmre ma sf ,' * p. H. n,...:°* meP °rte�o, erfala, labor, eyuiPmmt�m � camplata work ° shown 1a Lha Gewings d ea t.l REV.TEO 9ECT10 5: eecelon 02900 Imdscepe plmthag l.2 r IIIUNCE a a Hasa. wnae Inalae[M 1 1t s. Dr�wtn N r aenbe is YB ia�u °m.' c� ° m I metlme befoe lvetella�nheee poe�bll. rV9 esllomble °b l.s scRmuL mbmit a xrtt 1 bung !°ama`m °mwf °r w ellVCa °n te. yam.,. s A „ w i �P�e ll p n �aunn reP °re. •. sate. melnm m ace ww d ovine is -b of mr� eMnge Mtn ins (1lla�Mg mml a�met ea the na mt fooe. wai�.; ;man,ew Raa. M aat;a oaroee � �� ( �bne pMrat`11 worn petit �, Py't L had b of lnefell 3. 2 1rt a ° lea R f men oypa a tlr 2 nitro v ech type 1I Deed m o t em o : w ua a m, A.4 0 DMA9E RK WTTH OxNE¢ a7 CS&e9 TF¢ T'+g R pp m � �aln't`,°n31e L pl�trleomf �t��a`a�'pro)e� me P. A COnt �fa� ce G � � mr a w ° �i 1° e�neawa, r;f wfeh ownar a ima.m o t° oo m.°m'w leua �. U °erticipelerfmrmm�e nrlterte firm ay � o M wtih own ma Imaeeep= ermtan. to avupp ° pau�m 5 e w n�blleh vpta 4I nnmtfu c um sad a ,f"-1 er m nom o m o �jU C vf ba P l M1Vla far eyetam cpvaUOV mW "I w. nnnevual e °a Z 'a B. l oetrnctor� e�o� bble Inr ell perle and w°rkmme>up for i S e yeo 1 Dote u pletfly 1f each ape !IC QI bafe U1n e. tie Iwr:Dmmt o� ;� weatnrer. warrmum. � U Pa oT W o, be �RO 1 z Halatu anew Iran Ir1m Wane. o-aen, 1r other aebrre. z. n YANDeA cruraED umrs A. A era- meanewnel aono-auer tally wiwaa ma B. EleeWc Imtelled W WVa 61 Vom " ut �m mm ure Am et' 1 brloke' ' 9., ro p wa men med at D ° 1mteLLed mwacturas dare blvd Q a� el.e u esanm m nfelt c E. C v ea shell .-e u d 1mt 1 >a valve b b c a ` ➢. maul dram .mvm ene b= m.wlea m 1 1 °t g reoa �� p z c�rBa�vENrs o r1 .beu n. a;reet bm,et a ,4 t op r eer.iaa of o root mneu apara gg 'a H. mein 11ve shall be cle PVC (NMI /AS[Y D224t). U C. rel llnm e snap be ma a,i elms �a 16.0 1r1°nn PVC g. miNmum (AN91 /AS[11 02241). ty 8 staeva e w r ea enau boo Pvc. . ALL Pipe. m d Wga for the ° meter heck U P. all work w01 pouf m °a y ar clvatructlla NEC a W N PART THREE - EXECUTION � I\I [S] E%AY YArION ¢ Examine surfaces t1 welch work will be end Immedfetely aow O Imdacepe aehitect W wnttvg U me u v1t W proper c°aWUav for to t�- Clntracllr b pe:flrm hu dutim order tits terms 1f ttie contract L - , 3 PRD eEC'f1ON cr iamwe m�mmt au a m�wn n ne. 1f en1 work w a ��ar oa mm H. ng c ed ° by 4lntractlie work ww be epeired to Owver'e n VB e y t Coo e ez ea Z evt m trade . Immealetely O �erse m d4�dre eUeaUOn md ➢ Owaa'.a — '� U ,. 2 e�REPARATION w �1 U � O A 9 e� epmettln. 9leke ov[ each run 1f pip each d, and e, Tert clv4ol wore !1r mntlnW[y before uvreallrig tar fneteUetl°a. O 9 9 IN9TAlIwT10N > �a W v mdgl ) d, nde t 1th fm�s U C. �° ➢ m rm ut gree4r tnm l00 feet tram utle to sine ov tlevcn D. P p an w Pp ° e °e t a ° , m'1mpelt a1u, DESIGNED BY: RCD Be W ma a1 ° peer m a gm e1u. DRAWN BY: RSH � heetls plumb and nuah atW top 1f sad 1r vWen. r �taral n n n ml=brle Dn =a opm m.e end CHECKED BY: RCD DATE: 05 05 14 3.4 '[aLEPIafC89 � ma a amR n 1e m um a1.er REVISIONS hood. nee I %ate e I—— h�r°e :sl"e�`ed ° p b 1.09 15 14 B� AU 2. n e m eLe e shwl be I—— plumb. ems 3. e;ELD TE9,B 4. i i ° a ia .`i= ° iu a >u.fec ry IzD mmnem. u a 5 _ �o;`e g r vimi . m mfmrm ma - , .f ).� I •; .heu . :e°a"�1 a 9: t ' — d' n m eawemen ° L I ee n. .oe:r .m L -5 OF 5 ID QUAI]'I'[ CONTROL Im tL Lace faerve 1 Uus u1HU pecillvs to 11 ra � rmea G ina r o uo`at. c. mac of eoaq uma.. aeertel. ar rneea<eva y t. p r ase ar work ae ev r3 C OO qy OT Ad v en sN M'�I nV that rom in the rPOnt mcdu®] Date PuMished and Med a Noma CITY OF OCOEE NOTICE OF PUBLIC HEARING FOR C"', MIRELLA PHASE V PRELIMINARY/ FINAL SITE PLAN CASE NUMBER'. LS- 2014.002 NOTICE I S 11 E REBY GIV%Pur,$uont to Subsection 4 -3A(4) of the City of Ocoee Land Development Code, that on TUESDAY, OCTOBER 7, 2014, AT 7:15 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 Casa Mirella Phase V Preliminary /Final Site Plan on a parcel identified as parcel number 31- 22-28- 1204.03 -000, Lot 3 of Casa Mirel la is located on the west side of Maguire Road and south of Roberson Road. The parcel 0f land is approximately 2.72 acres. The site will contain 60 multi- family units. The complete case file, including a complete legal description by metes and bounds, may be inspected of 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 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 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 ACI, person s needing a special accommodation or an Interpreter to participate in this proceeding should con fact the City Clerk's Office 48 hours in advance of the meeting at (407) 905- 3105. Beth Eikenberry, City Clerk 0S269B952 09/25/2014 ndo Sentine] Published Daily ORANGE County, Florida STATE OF FLORIDA ORANGE County Before the undersigned authority personally appeared Sheri Schmitz / Adeliris DelValle / Brian Hall / Charity Casas / Pam Arnold, who on oath says that he/ she is an Advertising Representative of the ORLANDO SENTINEL, a DAILY newspaper published in ORANGE County, Florida; that the attached copy of advertisement, being a Legal Notice in the matter of October 7 @ 7:15PM — Case Number LS -2014- 002 in ORANGE County, Florida was published in said newspaper in the issues of 09/25/14 Affiant further says that the said ORLANDO SENTINEL is a newspaper published in said ORANGE County, Florida, and that the said newspaper has heretofore been continuously published in said ORANGE County, Florida, each day and has been entered as periodicals matter at the post office in ORANGE County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. 4 1gnature of Affiant Sworn to and subscribed before me on this 25 day of September, 2014. DEBO r, pdpTARY PUBLIC =`, k� '• °" STATE OF FLORIDA FF 055219 ber 18, 2017 "� OrF� - EXPIi:L S� i' +OVcrTI - Name of T4kWfy - 5�d I'n`� nte(1, or Stamped, Personally Known (X ) or Produced Identification CITY OF OCOEE NOTICE OF PUBLIC HEARING FOR CAS. MIS ELLA PHASE V PRELIMINARY/ FINAL SITE PLAN CASE NUMBER: LS- 2014 -002 NOTICE ISIHEREA(AGIVEN te Citv hold a HUULIt I'ICHIC.IVV W .7 City of Ocoee Commission Chambers, 150 North. Lakeshore Drive, Ocoee, Florida, to consider the Casa Mirella Phase V Preliminary /Final Site Plan on a parcel Identified as parcel number 31- 22-28- 1204 -03 -000, Lot 3 of Casa Mirella is located on the west side of Maguire Road and south of Roberson Road. The parcel acres l l The sit a Is approximately 601 2. family units. The complete case file, Including a and bounds gmayeberlInspected m e t es 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 dotes, times, and places of any continuation 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 mode 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 1s 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 in advance of the m eting (407) 905- 3105. Beth Eikenberry, City Clerk 052698952 091158014 OS2698952