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2018 01 22 Public Hearing 400 Winter Springs Retirement Residence Final Engineering, Aesthetic Review, and DA
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SITE DATA PRIP-El —1— R'P"E' LMD UIE 000, PU BUPLD NG=GGHHTT Ry o RY IET-1 IRONT R_ I 'D LZ �RO NUMB 0 EMPLOIE1 20 1L1 111�) Ro��C D NUMB�R P—ING RE.UIRED R o� BEDI �=UNTGEITUDY RE.UIRED HMD — REQU RED B' D o N P I N G 'TUDY P_ NG PR_DED 16 1� E , 'T n, I HC 110118 ln—) SITE PLAN DATE: 8/18/2017 SCALE: 1 30'-0" M�."Ellq 111111111111111111111IIIIIIIIIIIIIIII �K 0 15 30 60 90 HAWTHORN RETIREMENT GROUP 11111 E =,I (3 . r 212Dr, 211 (360,°=,°3; 550 _ — 60) l 213 1540 0-TH D-N HOLE CENTERED ON COLUMN THROUGH COLUMN - POT BOTTOM FoRDRP CIP �oEE °rearvreo� —TINP —E COrv"� aR�"re BRI —I CMU PER IT-1 - E"orv«� �" —E �o "_E CIE COURIE w.11 I'll ��oEwA x°ary °° °rvc ETO��ENIGTre FULL EP i ELEVATION REPORT) SECTION CONNE o,7oRM COLUMN / BENCH WALL �R BENCH WALL 11 �E T„ , R 10 LE ,rz -, R -01 RF HTOMA CH 01-11 1HEATHING. 'U LDING _ER COMPOI - -- — — —_ IT' TOP ELEVATIONS 9 (GARAGE) ,a_,R SITE STRUCTURE 7 CARPORT SCHEMATIC ®eg *�1GR1i^ ®tl ®e . rvoTT -LE 11 DE 0 CONC C' THE R Tk, AT TTOOPM'D 10T 0— Arv° ;: BUILD lo-, IToERNIE PAT R ° . °'LOPE � 77q DooTNNPGPE I BOTTOM OF ILOPE I P110 7q o NT a ° TH E T\ _�, „ .>-4- rvT SECTION °°"� •o�����o���� ==== = = = = == XWE R %!' ` TrecR�E o" TEE I I RLN I� a Ee "o rvc LIM I 'TREET 'DE T- ADI-PL. TT �s �T, ooTIrva ooTIrva SECTION M'" SECTION 3 (RAISED PLANTER, (R AINI NGWALL@STREET 6 PATIO LOW WAW..o.,w�..�ao.�w��.� -0. ,°. -- — — - - -- F� °: a ,a 10 LID ®00®0 reo�,�E E are�rvcP��rv��T ---- - - - - -— a �reo�E refs °Erv�s °E EE - - - _ o�E °so °�aE °�a -ErePa °°„o(.oa h i re� °reEreE °_ _ _ _ _ _ _ _ _ _ MAT B- 1-ON5TE - k oo"a TE=111 III III 111111 III III IIIII ry - - - - - - - - - - - RE °DENTE ° °E^° ®T MoMPOI T ory 1H N u-°A. ory T°MATCHoTHEre Eo _ E E °E E�E�AT ory „TOP -xr OREN TaMATMre II W .11111= 111 =W W 111=W W W oT „Ere° °�rv1ONETE _� III III IIIII III III Ilk =111 III III III IIH 3 arvrvc -� ^III I I E=1I I =111 I I E=1I I III I I �I I I III III I I E=1I I I I °, -0 „T °P °ATOrvH „.„„ a,�,�„Mmm IIII III IIEIII III III IIEno IIEIII II - - - - - - -- v IIEIII =III IIEIII IIL =1?Ere �I1=11 E111 II - - 2oA 43rs °r =cES -A �IlE= Ilk= 1RL�11E =llR11= 111 = 111 =11 X11 -_ IIE=T_ 111= 11E =1L�- M' °A� - `oR°.MEU Tre �- TRUE T °o °. N, II IIIIIIIIIIIIII�FO I I III lol EIRIII II II I ,E I EII III IIIIEE I=II IIIII I IIEIIIII I III IIIIEEI=II I1 II III III IIP � ,nIILIILIII nelll VIII. I ELEVATIONS ORNAMENTAL WROUGHT IRON FENCE SECTION OF RETary N_L $ GARAGE WITH SAN A��GWANCE 5 c�EN OE cF00,00..o. ,w���ao.�.oa��.��,, 1 THROUGH PATIO.ro.. Site Details DA-1: 08/18/2017 SCALE: AS ND-ID laiftyEmz] HAWTHORIP RETIREMENT GROUP on9 Winter Springs Retirement Residence architecture, inc. 1111NEAareP° °ETMaIIOT s °I�2oo 30 0 Kettle Court SE, 9mleim, enity 97301 (360)2,ai so - ((aeo)2,a,Sao v5 ®33991090 v50339905G5 Wleal%y�LNleec¢Ure.cam Winter Springs, Florida a a rAR.�F�AA.�4N rARF��F�AA.�4N 0 3.�o FR RFF FFRF Ro �R M 1111 111 � I T11 4 mow, a T �R REP w 3 RoOR m �3o. F4NF CORNER o �a =a�o�� �FR�NF Ilo rk� F" CLOENNECT 4RFA4_ ��A6 INRCl(ELL � ;RRNAFFOFARE .o PATNA oN rr '$'—T'0'1'oFra.F Co NT 10FR.1=E)!R1 T R TER .TER OR `oa FA.RN 141 loc �4FbF4RO 4 �z4RA_ Br n4 2 ooL _o'aF _t ��R ' — _ ER 1H T —F IHINGLEI TO ELEVATION IOII SECTION ENCLOSURE TOOL SHED 6 (wnLLevuFTSrnnoN) _ `J (cnROeNnRen) �� 4 (TR HaRecvawc) 3 (cnROeNTOOLnNOeouiPmeNTSpoRn�E' p po p�oo„ I architecture, Inc. 350 IKetfle Covert SE, Sdem, Oregon 97301 r 5033991090 x5033990565 w h,nity=hPtecture.wrn Winter Springs Retirement Residence Winter Springs, Florida NOT USED NOT USED Site Details DATE: 12/14/2017 SCALE: AS NOTED HAWTHOR 1 RETIREMENT GROUP (360) 213; so Fa63( 63,,o2,3,540 l architecture, inc. 3150 Netlle CO-1 SE, Solem, Oueyon 91301 '5033991090 F5033990565 wlenitya'chi[ec [ weccrci Winter Springs Retirement Residence Winter Springs, Florida View at Entry HAWTHORN RETIREMENT GROUP (360(213 -1550 Fax 6(360(213 -1340 7 E P R I N S lenityEm:n architecture, inc. 3150 Netlle CO-1 SE, Solem, Oueyon 91301 '5033991090 F503399 0565 wlenitya'chi[ec [ weccrci rte• -s Ya, — J Winter Springs Retirement Residence Winter Springs, Florida i View at Southwest Corner HAWTH0R11D RETIREMENT GROUP 9310 NE Vancou--- . S-200 Vancouver, WA U 0 62 -8210 (380)21 }1550 Fax (360(213 -1510 lenitynmN architecture, inc. 315, Netlle CO-1 SE, Solem, Oueyon 91301 n5C33991090 F503399 C565 wlenitYa."ee[urecem W;= Ln i 7L 11 Winter Springs Retirement Residence Winter Springs, Florida 1 View at Northwest Corner HAWTH0R11D RETIREMENT GROUP 9910 NE Vancouver Mall Dr., Sutle 200 —r, 98662 986628210 (380)21 }1550 _(300)21 }1540 lenityEm:N architecture, inc. 3751 Ketite CO-1 SE, SDlem, Ouegon 91311 '5133991191 F5033991565 wlenitYa."eeturecem Winter Springs Retirement Residence Winter Springs, Florida View at North Side HAWTH0R11D RETIREMENT GROUP 9310 NE Vanrower Mall Dr., 301 200 Vaxowen wA 98882b210 (380)2111550 Fax (380)2131540 9 IL -AL, T�? \ S I I� �\ n W 6 lenityEm:N architecture, inc. 3150 Ketlle Co"t SE, Solem, Oueyon 91301 '5033991090 F5033990565 wlenitYa."ee[urecem Winter Springs Retirement Residence Winter Springs, Florida View at Northeast Corner HAWTHORI I RETIREMENT GROUP 9310 NE Vanmwer Mall Dr., 301 2D0 Vaxowef, wA 98882b210 (380)2111550 Fax (380)2131540 lenityEm:N architecture, inc. 3150 Ketlle Co"t SE, Solem, Oueyon 91301 '5033991090 F5033990565 wlenitYa."ee[urecem Winter Springs Retirement Residence Winter Springs, Florida View at Southeast Corner HAWTH0R11D RETIREMENT GROUP 9310 NE Vanrower Mall Dr., 301 2D0 Vaxowef, wA 98882b210 (380)2111550 Fax (380)2131540 l architecture, inc. 3 "ISC Kettle Cady[ SE, Sole., Oregon T/M P S..3 IC90 15033991565 wlenity—bite t—' 0 Winter Springs Retirement Residence Winter Springs, Florida Views along SR 434 HAWTHORT 1 RETIREMENT GROUP (380)213 -1556 — (360)313 -,340 lenityEm:N architecture, inc. 3751 "'111' Co"t SE, SDlem, Ouegon 91311 '5133991191 F5033991565 wlenitYa."ee[urecem Winter Springs Retirement Residence Winter Springs, Florida View at Outbuildings HAWTH0R11D RETIREMENT GROUP 9310 NE Vanrower Mall Dr., 301 2D0 Vaxowef, wA 98882b210 (380)2111550 Fax (380)2131540 r-1. Arctic White Lap Siding lenityEm:N architecture, inc. 115, "'111' Co"t SE, SDlem, Ouegon 91311 n SC33997c91 F513399 c565 wlenitYa."eeturecem i Arctic White Trim Mist Stucco Mt. Laurel Brick Iron Grey Lap Siding Winter Springs Retirement Residence Winter Springs, Florida Charcoal Grey Roofing Iron Grey Trim HAWTH0R11D RETIREMENT GROUP 9310 NE Vanrower Mall Dr., 301 2D0 Vaxowef, wA 98882b210 (380)2111550 Fax (380)2131540 TYPE T PARKING LOT LED LIGHT POLE I architecture, inc. 3950 (Kettle Court SE, Salem, Oregon 47301 P 50399 L090 x5033990565 wlenutya hltecture.wra ToaosT,aER xourvTirvc xn wiTSrvuTs SECURITY FENCE GATE- PLAN VIEW 4 ALE T,a -,, w� ..�a,.�.oa��.���,.m,��o..Ha.��� M a—DCl �TErvC�rvc —TCH PER Lo— C -1 PER PL. F RE DEPARTMENT T 'E DEP e�c.wceS. FENCE I eEPAD 4 - BE. wIERTI EE CONTINU110N b sA DETAILSrAis wish G—E core °+I ........ li'I k— CorvcsooTN`I—IFY IL TJ SITE DETAIL 2 (WALKWAY o STELES CONT NU— GROUTED C—R TO ELEVATION B D To Co Z�NFGM I COLOR TO MATCH creros § NG ATS'Jpo ELEVATION AI �Dn�rvcE� AID "` °i� renR,CT. ALT H��, TE.T IZePSrec e4 ND CAP OA IDES \-CONCRETE IN were aHAi2� waDn -1 4 DD �0 �LL ILCE„=soDD —ROUT CENTER �N u LOOP $ Craw w�oH —irvro rooT re irvo + p € 24 SECTION THRU ENCLOSURE ^*corvT SECURITY FENCE GATE EECR1=R6R7, LIFT STATION ENCLOSURE TYPE W L� " BOLLARD LIGHT Site Details DA-1: 08/18/2017 SCALE: AS NI HAWTHOR 1 ) Winter Springs Retirement Residence RETIREMENT GROUP (3e0) 213 i 55o Eax (ae0) 2l 3 1540 Winter Springs, Florida EXHIBIT B 11 // 1► ELIMI � FAR �/ IFI I /1\ L SI 11 11 LA � I PFIRATIT8 R:SPR7 t S:I.PP #7,F21)17- {)iN3 {)( 3i9 N 11Lr JI1RC�1 � \UV J1LY � \UV dHi�l SITE yA 111r � \\U7 � Q w m� ��/���I /P '%`�,]) lr \'/�}� 1 LIII O1 IN'L \1Lh Yhi. \{;.S- a M _v .. WINTER ����� �y�����,fJ 3 FL) T -T)RTi F /FAA ST 'ArL Pf_�E J L0 0 o„ °o � p FL)OT ORIVF'1I Al PFR7�fIT o a .i F w j��{%., \� \�1 '� \�/ /II�,,% 3 I DOI - D1.AI AGL Pl,k lll �ETI E V E T RESIDENCE - ADO1 NDFC PLMMI �Jw�3Q _ G FDFI GE F.R 1I SNIT f FRATTT 2 S 7 FD FP CF1 F.R 17 JFFLF.R PFR 1TlT R ')FP \POF.S PFRITIT (63 OTNF �) 5 .. UTILITY CL➢Il'TACTS w ut 1L i p 'AlItC'1 /LI1" Oi;l!)A FL'I.I f((l1 /.1 w n / I IIb i . - T SECTION TOWNSHIP 21 JCl Hy RANGE 31 EAST FR \'FT C:IBT.F.T1. FiI5F.R PAO: T .: 0 narrn.,5n�z. necaAntEn ,St ECTRC�ti CITE, OF VVIATTE.R SPR, INGS9 SEMINO E COUNTY, FLORID ; O TiCrA L£ £A E \.{ EZ £I I'RE E CNEEPSG ni \ PARCEL TD: 26-20-30—SAR—OA00-008-H xpm -1 Y e o/E o 11 T , NOON CENTER D15T ICT TRANSECT 5 FOOTAO F5- 80111ICHAEL BLAKE .F OULEVAR , WINTER SPRINGS,, FE 32708 PROJF(lTAREA 536 ACRES (233.482 SQ FT) rROi LR1 x' loI i24RY= a 7s AclzES {z r s ,Q,L'L.) I'1iO1'O,SED OI'S'r'1'FIh3i'El {VIOL "S 2 "2ISCIdE'�(ltll Os "9a "Q.F1'.) 7?5'TID9A TRD A '/f PF.A 7i HOUR TRPPS = 9 (TTr 2537 F.STTATATEO P17 Pr lTi TTOUR TRIPS- 25 (TTF 25 3) A z'rRAGr. DATi,V TRTPS = 233 (ITr 253) 1'dJO1'SEC]ION A"U-1113ER: 7707OW3 1ZOADN�AY "1.17.: 5IZ 434 / 331LE PO51': J.A7b I �01111 1 111111 IT VICINITY ATAP SCALE: 1 "= 500 FEET Cr l'Y iJF LVLV "IPH SYId1AGS YU "1'LM: INDEX OF SHEERS LL1)I -I.02 1 lLE PRI:SL-R VA11O -\ YL3N L.6,0, PLAYTLYG dPF{7FT {:ATTOVS 1.7.01 MAYT.SCFTFOi; I.F.& NOTES T.8.01. &02 PT, AN'TTNG PTA Y 114 ,,9 .01 PLAA I IVG DL'1'AILS L10,01 IRRIGA11O \SC'I1lDVLL &2'01'1:5 Q I.11 Y31- 11.173 YRRI{ Al IO\ PT, AN L, 2,01 TRRT17ATTOI DFTAT.9 Ka x 2o1`2 ALTA /1{ 91LANI7TT LE { FRLIAF ,LDEY:IUICO��vi1lyGGROCr.DyG) � � r- Ga; tail 1OPOGRAP111G &'IRLE8 L RVLY (flf? RFD EY: It N(OMIN'T 111G GROLP_ fNC) wE2 5 n15 TA; RVFVGlfO4'FMFl, FXT-IIRLTb F+'` lofl TRAFFTCCTRCfTTATTOI"PTAN ()�HNL'li AYPLf4_4.1'1 /AN41u'I'liG]': � U HAt9'T'H R \T TJFI- AT.OI'1TFVTTE(' I. fi. \TPf nACHi'i'F.('TCTfA �-e�-J'J .�7]] T R4�1'J. H11 0tJ'NL✓'F C F L 3 R LA ( (L'1 -FR lfiTE.RO�D 3151 i {T4 F 93 1 i11, "117MI iSt 12 1) " I fJ 1,IfN9 a N, c PRF. I\(' W"I R}; T.i eL'X 1'l:l'OA� 0 T..1 t9 Ci1TE.F (i FFRE\C (' N( ) Ti CEOCRj fl.11, {LA 1 N 0 )3,71 C n T 1M PII iH0 F ( 11 Iorsi t Is�(JG )aR,4545 FAS (.91 > ? 53J5 .� mmmmftbdm cwh I Cell 98 Hour�� • beforeyoudp 7 * a0 y0111t NOT VALID UNLESS ,SIGNED AYD SEALED 13YA PROFESSIONAL ENGINEER COVER SHEET GLV11. AL \0I1:S 3 AE1UaL PFIOI'GGRAI'Il A NGIGLTEORING COY�FCTTONPT.. ?N 4 DFITOLFTLOYPL.AN 5 GF IfFTRVPTAN ba -5�1 GRADE \G &DRAINAGL'PLAv 7 PL.AV AVDPR()1 ILL - JICJIr'.LL BLAICL13L6'D 8o-8t, I _T fl ITN PLAN 9 ST.FF.VIA'C PT.AN ]d "ATER QUALITV TRRTGATMIl PT .AN Lio 12 TI'PICAL ROADMAI'&NLO.T.DET.AFLS 13 -15 1 YFICAL DR.ALi AGL DL1 Alf S 16 -17 It'ALER SY6I'F9l DEI'.AILS 18 -20 SANITARYSFTVFRSFSTF11 T)ETFITT.S 2] -22 F.ROSIOYCOITROT. PT, A N &T)FEUT.S l 411 SITE V E' ISIBILITI'U11BIT l4 PL1O1'0,VLJR1CFLA,\S LL1)I -I.02 1 lLE PRI:SL-R VA11O -\ YL3N L.6,0, PLAYTLYG dPF{7FT {:ATTOVS 1.7.01 MAYT.SCFTFOi; I.F.& NOTES T.8.01. &02 PT, AN'TTNG PTA Y 114 ,,9 .01 PLAA I IVG DL'1'AILS L10,01 IRRIGA11O \SC'I1lDVLL &2'01'1:5 Q I.11 Y31- 11.173 YRRI{ Al IO\ PT, AN L, 2,01 TRRT17ATTOI DFTAT.9 Ka x 2o1`2 ALTA /1{ 91LANI7TT LE { FRLIAF ,LDEY:IUICO��vi1lyGGROCr.DyG) � � r- Ga; tail 1OPOGRAP111G &'IRLE8 L RVLY (flf? RFD EY: It N(OMIN'T 111G GROLP_ fNC) wE2 5 n15 TA; RVFVGlfO4'FMFl, FXT-IIRLTb F+'` lofl TRAFFTCCTRCfTTATTOI"PTAN ()�HNL'li AYPLf4_4.1'1 /AN41u'I'liG]': � U HAt9'T'H R \T TJFI- AT.OI'1TFVTTE(' I. fi. \TPf nACHi'i'F.('TCTfA �-e�-J'J .�7]] T R4�1'J. H11 0tJ'NL✓'F C F L 3 R LA ( (L'1 -FR lfiTE.RO�D 3151 i {T4 F 93 1 i11, "117MI iSt 12 1) " I fJ 1,IfN9 a N, c PRF. I\(' W"I R}; T.i eL'X 1'l:l'OA� 0 T..1 t9 Ci1TE.F (i FFRE\C (' N( ) Ti CEOCRj fl.11, {LA 1 N 0 )3,71 C n T 1M PII iH0 F ( 11 Iorsi t Is�(JG )aR,4545 FAS (.91 > ? 53J5 .� mmmmftbdm cwh I Cell 98 Hour�� • beforeyoudp 7 * a0 y0111t NOT VALID UNLESS ,SIGNED AYD SEALED 13YA PROFESSIONAL ENGINEER LOCATION OF PUBLIC EPATER SYSTEM MAINS I N SO CORNANCE F A I RULE 62 555 314 ~ o^ COVER E . .. � ' \ \/) Caf } \ \} \ 4 eL \ 9 \ N! } \ NOTIFOR 2 ,s '0` 9 A. [ -KAi! i 1 CR ICF. H n-y 1 ?70I' L 4L7D U.UiD SI{�YTD.�°+ DY 3 PROFESSIONAL ENGLNLLR YD1 POR �TRUCTIO� - - STATE ROAD 4 34 0 „�».»,� _ _ e____ ______, -•e__— _l �9 _ 4- ;� ia: °a �,A °i;AdR °a , s,,, o' "AV 4v� ai \ reo rec ” o � as U s as .vp q �` xniom 1 k \ �a ga No �e zo� a aR � o a.ss acxES.max� ox r1s� 0 00 Doer � \ �i9� 5� A � - aT 87d o�4, Hs Book e`s9PA u, „T� ,a T a,T a �, vn� ` �' �� xE- reTCareo;° vw aTmu� reT m °saves: Pm �r,aa`em�° f 1— re °m eRav °�'�;a °AV��°w. "s1BM -1 "o, 1 "' o :o 111 11, = ,, am. s�cr'a' ,rai�na as pl. 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I I D - 1 sl II ce _ T W - IP TO I I F II II II rx m I I o.rr r. xo - _ Di �.Er`,Ei TOAD W � o I� ��I°s I I ( I C, 1 - /icPO �I I IF -t a ?L WIRE FCNC �C T EARiNWORN BREAKDOOC c GOADING LEGEND T / / \ \z �E %Si�IJ(s`CON10UR5 A ��'PFOPOSE eaNTMpu RS It)I. o R E EASTEIPR —RAoPl J \ ry ��'eeiii !\ \ �4� oanmc row [xn +\ �� � � �/ arur <xo ,o cmaow.rz asrx.ncx m,x " �� Yl. i ate\ \ \ \ i e� >\ 'E ` PROPOSED PROPOSED FLOW DIRECTION D.E. pFAINAGE EASEMENT // er use as amr oaux coxxcniwrs cox a.c w o moaoix< c "?� xsixrc row rooaoix<nxc aror oaax mxxccnoxs w,x \�g,�� \��s� a�� T ELEVATOR EDGEOFPAVEMENTAELEVATION T T E IF - ��� .� / �•\ \ v Paoosp PE Ip ® E w NOT ,POR COnrSTRUCTIp \/ / wwna sPawcz nos nv soau a�P� s me orvc. ncaa,�<< wennu,e / '\� '° Ya s T T Po oN NOT VALID L YT.L 5 SI{ +;r,D n 1D 9LALL'L3 BY A IROITb.'IONAL I:Y(LTVEER 090 IsPC, m� _ ----- - - - - -- — _ ........... ............................. ...... ......... —_ all STATE ROAD 434 _ -1�- -- -- -- - - -- - -' - - -- - -- -- - - - -- - -- - - - - -- _ -_ - -_ - -_-------- ? m ° /a= —------- o- fl u„ NE " S F� �'�� 0 m � •• � I { A° � i � °. I / II s `` I II ° I � odr \T ov +�v"` ,r �� C4 '� "/• f �3 I .. aa�� � � f} I � 8� I II II � I � o �\ ^�� ��IN \ � �!� ��,�p°;, I a�.�i -�Z°\� iD T17 a� '�Ik'1 d �1 II e. h �� �� i svr "' �y ®I ' " '`- "�'`�:,�' .v.,�r �`�` ei" r4 • F' E' a -�' Effie I s cH WIRE N � FE � C o 8 r / � � — — — — — t_ �-'i' t I ryM f f f'�\� �' \�f SS\i°� s, \y �g�y t• � ! f }' _ � -b. �e,✓ I �`� ;a \ �.v' ✓` r� i` ,.�fJe'�l',x ..� � � � @ o�� � � yam` , f�i ✓,f �F"' �. \ � �\ IVratE i�[ib IL NOT LNLE S SIG\ - '� -SL"Ci LLL> DY�IR01Th510Y,AL LYG'1VLLR xr ��➢ot-�� I I m / _ ,- .N� _ �Nre __ _________ - a —tea � e �Nk ❑�uee�r» �� ___ ,, _a +---- ee- -� - - -- o e DSI ? - - - �r - - - -� zc - - - - ----- - - - - -- - - - - -- - - - - - -- — — — — — — — — — — — — — — — — — — — — — — - - - - -- -- - -- - EEPn�E- -- - - - - - - - - -- IDSI11 Ilm' V I III li � li i � T� - m eta ❑,a91 ❑ ¢i� DS I IU II II P h V II II I I II DSI 14 I � Rexivavnemt Residau� I I � Si \ F-41.. ]F1F�1. ®® Q ) ` I i I I I � I I D'S I F �- � � �x • q I I I - '�� �� / ar_uLxoenrda i - - - - __________________ - - ---- ________ __- — — — -, _ ___ ____ __ _ ____ A - _"4 - ___ __ _- -_ i© �a I �h - - - - -- ' - ____ — � _ - - __ _ __ ___ s__ __ - - - D S� \� DS � � � 1p w DS w I I I DSI � m I \ I \ I u a a ReNvamemt � j1 as s m' El � 1111 rr I T � F III v ` r -- DS lGeOib NOT i LID UNLESS SIGNED AND SEALED DYA PROFESSIONAL ENGINEER Y'OTPOR LONaTRUCTIOV �I I veQ45v$I 1 ® s El ,° Rean It ) a e- IIIII® — - - - - -- — DS Ia a . 144 5 - ast�mRvty �� ae� r Re- et J . G � z � Q]ElE�1. ® ®) DS❑ vvnnnir F- Trdeni 1 r.1�Ir a o • Ii " I II � °z r tea° �,° .r ° � - - - - -- I r ry a � EE °m° was W o � `y II IIDS VAN- 3 JI 1 CA, s° 0 I I � 1 I� ns mss, O I rr m— T®4yL I z i v umss o-z moa vno s i -� ° �aa nis I mil_ �re sFIIH16 O — ]FlE— ®.® x w -rs nmoo oz Mo., xno pan ov �o , ° "o z w w umao oz moa a4vo � oan :o� a wus ° o o ° I'll: 3s® 11 ®n II a %O, r -- D °m° s. - 3 s z'F � 3 IIDS _s 3 P� � oo�oo o. ,von moo zs_5 .oa „o,. °o.00 way n 3 a 3 P° �s oo�oo o -, 3 P° 37 o.o�oo 03 boz ac.00 �o o.� rto� .b.00 3,.63 I n \ u u I, I �� I DS Y I o i I i II Relive emt Residav� I`e0°0 , i �� �r �SCRRRxEro .yll DS Dg i II >PnTn® Ii, ti ]POOL ECK ° � �� II II I � II ]EdR& PIT � —{ D5 ° ®� S 1- III 1 1 ® ®� r - - -- ---- ------ � - , I DS r Ch u - - - - r - - w� 1 a — — — w i I �0 1 A 1 I e,rzv rx z M ' 8 ® ®L DS 1 � 4 ` x ® 1 = I I I I a I Dsll �I u i I I III \ NOTPOR 1 \ i .,I\ I LUNaTRL CTIOV NOT i LID UNLESS SIGNLD AND SLALLD LYA PROFESSIONAL ENGLVEER AT, OPECSFILUT1111GIOU'll ®W1a i I 0, 1 —_ B•• —.CP. ICI— E .. k.0 T AI �/ < z-_�D D zD D fo N IIA 11 U ' 1T)a ( I) . FE E'Da ER/ VI TIZ SI,N °.Ee REEK 9 42 91 �GLMSR X11 � / EE Sn eb`�EiROSs ADD D`1; sQYE 'I, SIG / _ TYPE P -8 16 (e MAUNUNOLUE TD E NDE %C 200,201LET D4 R) 32(2D.40 R) R/W I'll 11 p -33, 2 _ DO—FIT JET' __ -- REIDD1E A PET. PER NE NAT R EDGE OF PAE FEINT ELElALLEN ED, C— Ea TO TU �� IT FEE A 'III11 LCI / / III FECI F S/ PER r PIS'. —1.425 pI D GEJ cg�n all y � 4P^ (IEEE, E2 AIR 1L'`cav) aNJ e CIP 18 RIl-/l-1 C4L IllST. GNOUNI � ws Ls ws ZI PE F.[u eEDGE UI, ESPAY �a26'I.,. LIICHAEigBL4KE BLVD J i 4 I �, PF F � � DE/ nr4 "LT sW � sR INET1ADEN'Il r� �z zz AT, OPECSFILUT1111GIOU'll ®W1a i I 0, 1 —_ B•• —.CP. ICI— E .. k.0 T AI �/ < z-_�D D zD D fo N IIA 11 U ' 1T)a ( I) . FE E'Da ER/ VI TIZ SI,N °.Ee REEK 9 42 91 �GLMSR X11 � / EE Sn eb`�EiROSs ADD D`1; sQYE 'I, SIG / "LCII1 G11EST1 )� ° MICHAEL BL .E BLVD. L ro r rr��� =ohs Vz�m^ �� va o ^ o GRADING LEGEND _ TYPE P -8 16 (e MAUNUNOLUE TD E NDE %C 200,201LET D4 R) 32(2D.40 R) R/W MATCH RA11E��RESE1 °i -33, 2 _ NE) A'36(18' NW) ,8 sE) �NV: 33 .30<18'SWE) E __ -- REIDD1E A PET. PER NE NAT R EDGE OF PAE FEINT ELElALLEN osT oUSP MPn. EE 2s sRIPIN NPE FEE NTEEND iI N. TA E2 -� EE D FIR. @FIT PIS'. —1.425 pI D GEJ V '1 y � 4P^ (IEEE, E2 AIR 1L'`cav) aNJ e CIP 18 RIl-/l-1 C4L IllST. GNOUNI 12 G *T E 1111 snEET Bb p�L ZI EA "LCII1 G11EST1 )� ° MICHAEL BL .E BLVD. L ro r rr��� =ohs Vz�m^ �� va o ^ o GRADING LEGEND _ PROPOSED SoORMUPPE _M DIRECTION PROPOSED SPOT ON EDP OF CURB EEVATION GE OF PAVEMENT ELEVATION PROPDSED nRUO E ID F— PROPOSED PIPE ID DO DD% osT oUSP MPn. EE 2s sRIPIN NPE FEE NTEEND iI N. TA E2 5 c� EMO?. IEPEIFDETEODEl 51F. &111. "EET FEE 6 LAN CTON( IND RECEIVE APP RIEL FROM FEET PRIOR TO CENSTRU I V '1 y � 4P^ f" -1Ji p�L r I 4 r� �z zz ;1tTi �1�5) /1IM1ff�( NOT VALID C ITLYS` SIGNED.L D `SALSA DYA PROFESSIONAL SP'GINTSSR :A OTPOR VSTR UCTIOV I.NNKTTO „,NTEREER,N�EREARTEIENTE. ERNEBEEBTT�E „�i «N,RA"A'LoFIELD F.",ERNONO „� so N�,N�ROFRN,TBN�TTE, S�AEE�,EET� – – — – – — – – -- – ------ - - - - -- G– – – — – ,. 30 LLm� – - - - -- - - -- - - -- - - -- - - -- – – ----------- - - - - -- — - -- —– _---- - - -__– – ______ –____ – _ - - - - -_ - - - - - -- - --- - -- — _ �_DIREMOMAL SN� Tee — n STATE ROAD 434 - - 'i� -- — __ - -- >RE SR _ e ,e - - * %— -- - - - - - -- - - - -- ° -- -- tt „ IT IN EEdo'aN�.�EAEE�EAF�T. -�r' —�,,, ° - _ - - -- - - -- = - - - -_- F�ELOAE,F - -= INSTALL __ aNTR RO�NA� / w TREi N REROEOEEO v1LB11"TO FAR E,T IT ., IT, TO FIELD N` Ia o EROS .mNOF - ° °a° .��EwEROM ORiOVO;,Easi” a °�Ewr<oR - TE Ox. - mIF,LE 9 — EONNEET� BL EEANO — — — - - - -- -- - -- -- -- - - E - - - -- - -- -- - - RAaTa a - -k� ” �EFiJ � AR E3 i� O A� „ OF- E � �«,1� E ' ELLERA L, 6EEENeE IF �OUss"It aA�,�: E�� zI — LF �� _ >o rs��i �NNaLbm N �N a TA. .. Eesa s Oa E? S,O LE..L� reE S — — B sELti� MIN Tt L' I � 3s 3oR�a\�„ ?s`E� .�s e i T INTEN Fs i =e N s 8 ve Eic �zezw. (SEE DETAIL NE.IR V i ����` e ,���� RTE , ' � P (sEEOewnsneer :R� E i ��� D ossi `_. \\II L A R's _~ OEFw _ ce °NET = IALL 'ESN _ �� _ Dim -i �a is sN� - - Tun azo , `,LSO� .E � L "(N = B'� aOO .ffi �'� L. s ®RAE INETILL AVG. YAb TER - 16 675 OFF - �� tiS ® �� I'E �� M RELEASE AVE (4 11CLE) a RLOAALAE .R �.,' _ _ _ R -4s O O _ �BV OS�ET��uA oROSSE `G°; Rao— R NO ,p - 3v�rfa': iiR� ti p O�oEEEo�:: FoATo o REFUl lGERST1111 197 Ll OF —L REnTOI,0>11'v.e /o vo- LVE / �EETTEl ID's �`<' T�ih� -- Rin =Ee.- -__ CFPI IRIN. 36 COVER) �HVORnWr eOESES(n"T1R.r_ GONCUT TO VaO tuv 3 ?:e�\��3e.R] T SEARS BLY icnEER RAN ) ' cm i O q ,�N �a °Nei rev mvi \aEe1� E`er �� -T �, E„�,NV��TA LF 1- NES) F'R RLOE oI wrree FCnrc ti ��� A, EoOTON sH�E RE N AcOORO,wOE wTE ,EE LATES, Eo, oN or ,EE A„ OF w TosrmNrt NEEOIFOA *ONE FAR _ TA _ — �;� Es EN of �O NOFN LE a= °�,=� N H ET (AE) I�EAA°NIE O "TIES. ;A N (s 1 DI AILNS°EE S °N� IF 'HE III HIDIII 'th E nsureN ALOrvc EE�eLrwFLry FIreN rvvoEArvTS Is Too FEET. FIn lr+ur+ oIS AIVCN Frear+ FIAN rvvore�ANT Ta FureTrvFS vaNT or euiEOirvc / (RY TuElu�IILIA CROSSINGS) '� \t WA A IAN CROSEINAI LESS THAN IR VERTICAL CLEARANCE SHALL BE FIALILE IRON PIPE BIP THE DIP SHALL BE CENTERED AT THE f-- — R V�_� R -LEI ITILITIEN OIL- NEOEN OENITATER EANENENTN NTLNBNO LIFT NTATION EANENENT NEALL BE TTA RF NNTFE NERNFN _, NAIN EENE M .� A NBALL BFNN A, TBF ENT N WHICH ,BF oIPNN IN BNEREENN��N E��B aRA�RE PRO,EL,ION <NR ENB AT A PoNT ,_FOOT ABO� ,BE TBEl 11 NOF RE LINE I ED "eE o«ROI ^,�E'�AE otieLE Sp I A' YIINZI L ED ON (—) II�p E RTIIN ;AO FEET AF TEE NEE EAOR NT BEB B FILE EroE , I FEE L NE CIA GED BF TIE FA ALALL BE PRE NOT I E snnsncTnEV TEST EESULTS EwoR To FwnL _ _ CO�.STRUCTIO \F FIRE APPLIANCE MIN. CLEARANCE NOT VALID i iNLESS SIGNED A1��D SEALED REALM NLL RN EEEAIONO R. TBN 01 FIRE ONE DY a PROFESSIO°,AL ENGIVVEER Sa �t 22 AS C I OT /W PC D 9 11 1111 -111 1 AN ATE „A C 100 Dos WATER MAIN CROSSING 5R 434 SCALE Co HORI 1 = 4' VERT. Z FDOT CONSTRl1CTI0N NOTES' i. TLL corvsTITN M TPr roar aionT —or— 1 STALL er IN AccoaDTwcr wlTn Tnr LATEST rooT DrscN ITANDTwos, TPr STANDARD 11ECIP TME1 Loa ao,+o — Dwoer INEIT1111IoN. AND TPr 111u2c A0.OMNOAATION NANUAL (urm). 11.PlP l— 11 Ill E11111111 MEET THE MANNC REQUIREMENT ESTAALITED 91 THE DEPARTMENTS MAIMENANCE RATING PROCRAMO(MRP). LSONTACT THE LOCAL DT MAINTENANCE OLEICE LOP oETAILSHAiERE'V2LAR REEL MOINC CAN B[ RESUMED. TH[ COMRACTO, SHALL 6. CALL WSUNTINE- — 1. .1 11IL11 LO ATION SSRVICEOM 10015 PREOR TOACONSIRVCTION 1 800, 1E4A1411'R THIS PROJECT. ILL IAa TNr INE111RAiTION oMAL Noar MA�TraI llIN IDTPLIAEII SIT r -111 AMa��11PI ll E 11 S£EIE4 or mry ra sPa rvcs wATrre AID srwrre orscry ar carvsreucClary sPLCncnnorvs III M11TIEN AMNA 1111 .T. MAINTAIN n Ell— .1 rrvL2n MmNNDNRCLEAlAE1r lELPS RcP vPr1& CoEaaCTOa NA. Do �ITILIIEl IN IT E1 ssoreTaIT THE 1PETaACTO1 s IPPrNSr. I MAT 11— .1 IN lAl—I'll SIT ED01 INPIP P. - 01 SNIN S011 15 MITIN 11 01 All—I'll W1 INDIP NO 112 PICAIIEN Z. II-1,R E°)ax: °EEEEIEa CPICNILES Roo - TAxR REO �R ,aIII[ 4a1l �D.ICE H,TN; IE- j N U�`d�Eno1R” 1EINIE� D a � NO �aOIRR. � A. E, n 2 TO DDHOnE LERE I �P 1� y; z -� EASr12T SS) T TA 4.5 # - 2e (SC PVC Nu) X T2 (24" so") ILEAIANSE dIaE IS CPICNILES Roo - TAxR REO �R ,aIII[ 4a1l �D.ICE H,TN; IE- j N U�`d�Eno1R” 1EINIE� D a � NO �aOIRR. � A. E, n 2 TO DDHOnE LERE I �P 1� y; z -� NOT VALID UNLESS SIG \ED ALUD SEALED DYA PR0EE8S70?,'AL ENGIVEER YOTPGR 11 UTILITY CROSSINGS DATA (N➢TE. THIC P SS) 1 - 05 (�2" PVC wM) Do (�2'soaN) # - 2e (SC PVC Nu) X T2 (24" so") ILEAIANSE - 22 IF PVC IM) "" soAN) - 1 - 1141 E; P .1 # - PVC NM) X - e0E(e" S*oRME 12 0 P DEILEI urvora rm+) " (e" PVC SIN) os 0 P" SAN d eoE "zI�PVC "I # - ssEfe" Pvc wu) # - oeE(e sroRrq IN 24 (e" P sAN) STOaM) 42 (s' P sAN) d - eo (12" w) TO " soau) Ii - 21 (Tr RM) 4' T2 (e PVC SAN) - a (a w) 42 (i2 PsoaM) IS 52L(24 aN) d>> Nor(e" a wM) b ��r(e" a ME = i2 (B' PVC SAN) ei (e PVC SAN) 1 12 04 (9' s ORM) r(12" g5 IN �er11" PVC NN) = ie LET PVC SAN) 412 Ic 12x(11 SLOPE) 411 _ " (e" PVC SAN) INA=1111 P B EM = is (e' STO2M) LIRE) U 4 CLEARANCE = 3.23 qz n0 (iz'OSOaM) q 22E(s" PVC wM) F:{ Q _ >b (e' PVC SAN) CLEARANCE - o.so _ �e (9' soRM) CLEARANCE NO. Flow Calculations k � x w � MLEII ME NOT VALID UNLESS SIG \ED ALUD SEALED DYA PR0EE8S70?,'AL ENGIVEER YOTPGR 11 % �r�►� ----- - - - - -- - - -- --------- - - - - -- ---------------------------------- c� s o n STATE ROAD 434 p� °moo �n ati <re<avEO Vaa�a.a. �, �nH< I o e. Preovo�o <r<vVOH< < n`r aor tirsmv.r oryoV v<a N w m * oreo cnr '� 1 +5 Sni — er e.'.leri w e i �4 s<mi \ 3 � 1nn� - � SEE IRRIGATION PLANS FOR 1 U � L" i � _Y ❑ IRRIGNTION SLEEVE SIZES � � — — — \ � i �^� � soaM � � o��k o /✓ � o . i� �s ra vreoPO� <o osro mot. srz cease � P s� as msscr ♦ ® � nrereM � uuw � =�a�aa�Mrs�, scaao�ar�, ,ate_• r .n °.rer,.vr w 30' 15' 0 - 30 60' I NOTPOR CO -rSTRUCTIOV NOT VALID UNLESS SIG ED AND SEALED DYA PROFESSIO°,AL ENGIVEER --------------------- - - - - -K ----------- — ---- __= - - - -- vP O - - - - - --- ----------------------------------------------- ...................................................... ----------------- STATE ROAD 434 3 1 --- _________ ----------------- J -Li I I I I III I i lil ', LL I I i i II I I I I I I I I � � I I I I I I iI I I I I I� NOT ALID UNLESS SIG\I D A D SEALSL) DYA PROPL8S70?,AL ENGIVELR �P m� J�oM� °oo H H � � w� W a w� h^ 9POR 911L/ .......... ........ TYPE D� CURB EAVEMENT EASE STABILIZED SUARGRACE W K� C— R2 R . a 0 BRPOSED SUR GR BASE NT FACE �6 SPILLL- -_OUT CURB DETAIL / P- A.ENT� TYPED CURB 6 TRANSITION CURB +TYPE F CURB 7I T 1 TRANSITION CURB DETAIL TYPE "D" TO TYPE "E" M.B.B. PSPNALT ASPHALT PARKING RA /4" (,;q) z� ,)4' BASE -,/2 STABILIZED 2-A SUBGRADE PARALLEL PARKING VALLEY GUTTER 11INT1 III IC AELALM 'NA, INTEGRAL SIDEWALK DETAIL / \ D.O.T. FTP -25 / HANDICAP PARKING SIGN RMyT F, \ PONL LF 3 -6" WIDE WHITE BOTTOM OF SIGN ryp� FINE Y (� -� STRIPES PER F.D.O.T SHALL BE 65" $2500 II INDEX 17346 ABOVE GRADE y / 1 .AS LOPE [—.AYl �LDPE -�T HITE STRIPING --II 6, _' F "T SP -9.5 A.C.S.G PAVEMENT (2 LIFTS) USNED CONCRETE, 40 PRIMEDS !MTN AN LBR OF 20. CDM PACTED TO MAXIMUM DENSITY PER TEST REPORTS SHOWING LBR AA5HTO T ON -SITE ASPHALT PAVEMENT DETAIL WHITE THERMOPLASTIC PC CAST AINS M.Nl \ �N, EML"'� -,z "z- ,o '60 HOLES -I 3 M 1 BE (rNro RR' ounEA CONCRETE WHEEL STOP DETAIL E THICK 4 PS 12 STABILIED C AD E D TO 131 OF AA2 INDE O PER ENC UN IFREDDTER \\ \\ \\ \ cooM BOTTOM OF SUBGRAD M. \ \ \ \\ \ \ \ \ \ \ \ \ \\ DENSITY PER P45HT0 T,80 HEAVY DUTY CONCRETE PAVEMENT SECTION 2" FDOT SP –G.5 AC.SC. PAVEMENT (2 LIFTS) CRUSHED CONCRETE, 40 12" STABILIZED 5UPGRA PRIMEDS WITH AN LED OF 20E . COMPACTED TO MAXIMUM DENSTY PER TEST REPORTS SHOWNG LEE AA5HTO BLAKE BLVD PAVEMENT DETAIL Plop AT I TVPI CAL SECTION - MICHAEL BLAKE BLVD oESIDWPOSTED SPEED 25MPH TYPI CAL SECTION - MICHAEL BLAKE BLVD (TURN LANES @ SR 434) DESIGN /POSTED SPEED 25MPH �B 1 THICKENED EDGE DETAI L / �L r \�� EL /// �L,r \� SPEED LIMIT 40 i HANDICAP PARKING DETAILS _' F "T SP -9.5 A.C.S.G PAVEMENT (2 LIFTS) USNED CONCRETE, 40 PRIMEDS !MTN AN LBR OF 20. CDM PACTED TO MAXIMUM DENSITY PER TEST REPORTS SHOWING LBR AA5HTO T ON -SITE ASPHALT PAVEMENT DETAIL WHITE THERMOPLASTIC PC CAST AINS M.Nl \ �N, EML"'� -,z "z- ,o '60 HOLES -I 3 M 1 BE (rNro RR' ounEA CONCRETE WHEEL STOP DETAIL E THICK 4 PS 12 STABILIED C AD E D TO 131 OF AA2 INDE O PER ENC UN IFREDDTER \\ \\ \\ \ cooM BOTTOM OF SUBGRAD M. \ \ \ \\ \ \ \ \ \ \ \ \ \\ DENSITY PER P45HT0 T,80 HEAVY DUTY CONCRETE PAVEMENT SECTION 2" FDOT SP –G.5 AC.SC. PAVEMENT (2 LIFTS) CRUSHED CONCRETE, 40 12" STABILIZED 5UPGRA PRIMEDS WITH AN LED OF 20E . COMPACTED TO MAXIMUM DENSTY PER TEST REPORTS SHOWNG LEE AA5HTO BLAKE BLVD PAVEMENT DETAIL Plop AT I TVPI CAL SECTION - MICHAEL BLAKE BLVD oESIDWPOSTED SPEED 25MPH TYPI CAL SECTION - MICHAEL BLAKE BLVD (TURN LANES @ SR 434) DESIGN /POSTED SPEED 25MPH �B 1 THICKENED EDGE DETAI L RECREATION TRAIL DETAIL SPEED LIMIT ' 5]1 P ; RLDo ?7, 1. jI I l .. a M' 0 ® II p E MAIN —ST s CENTER_ST DIVIDED HIGF WAY TYPICAL SIGNS NOT T ALID UNLESS 11GIVED AND SEALED BYA PROFESSIONAL LP: GLRLLI2 FIRE LANE BY ORDER OF THE 'IRE DEPARTMENT sP wLL "�'W J � O m re �¢o�s z�m ^� � a zs� °moo ^�d G M9 MF MF B Q � NOT FOR 11 22 P, SPEED LIMIT 40 i RECREATION TRAIL DETAIL SPEED LIMIT ' 5]1 P ; RLDo ?7, 1. jI I l .. a M' 0 ® II p E MAIN —ST s CENTER_ST DIVIDED HIGF WAY TYPICAL SIGNS NOT T ALID UNLESS 11GIVED AND SEALED BYA PROFESSIONAL LP: GLRLLI2 FIRE LANE BY ORDER OF THE 'IRE DEPARTMENT sP wLL "�'W J � O m re �¢o�s z�m ^� � a zs� °moo ^�d G M9 MF MF B Q � NOT FOR 11 22 m 1 � Ir PROJECT SIGNS DETAIL (SEE ARCH. PLANS) y ��F l 7 T z�m ^� a, -`.•.- zs� ii'.=i' F —' G o _ ifs i _ AI m 1 � Ir PROJECT SIGNS DETAIL (SEE ARCH. PLANS) SOT POR CONSTP,UCTIfJ_V NOT L'9LIL1 CY`LLSS SIGi°+LD.4ND SLALLLI ➢Y® PROYES,110N.AL ENGIVEER l z�m ^� -`.•.- zs� ii'.=i' F —' G o _ i _ SOT POR CONSTP,UCTIfJ_V NOT L'9LIL1 CY`LLSS SIGi°+LD.4ND SLALLLI ➢Y® PROYES,110N.AL ENGIVEER -`.•.- _ CAM , NOTES EDLMT°F45 MPH AND s OWNED AND MAINTAINED BY SEMIN OLE COUNTY N a� ° aYF° °T ti No LANE 'LoS"ES ALLOWED BE=SM PM 'PON I MAINTENANCE OF TIAFF C TO BE ED CEITICIED PERSON R q�F °THE °EP�TME NTYRa1a,°R°°INI1R1sHOw� DAYS PR°RT °� w yAMNMRM°FT— WlS2NT LANE CLOSURE RaE °NNN °AN ° °NaTR °T °NwTHNTHEF ° °T,°° NT ` OFF OF WAY x 10 ALLWORN PERFORMED wTHIN THE FDoT OR COUNTY 'IS ITT OF WAYS A IT ALL BE N MANUAL r 11 T WILL BE THE IESPONS B FAC�TESCAUSE °a°CONSTRUCT °NO THEPRO�ECrFRR °ANROAM° Eroeo'Nr SOT POR CONSTP,UCTIfJ_V NOT L'9LIL1 CY`LLSS SIGi°+LD.4ND SLALLLI ➢Y® PROYES,110N.AL ENGIVEER -7 -1-, R wx ti llf)N )TF �R NOT VALID UNLE&� SIGNED LVD ��EALED RLC 13Y A PROFESSIONAL ENGIVEER �LF -k III 1, 22 0 0 0 aeTroiowwr. cue�Ta Taoe CONC SPLASH PAD -OR- ENKAMAT ISEE PLANS) 0 0 ENERGY DISSIPATOR N.T.S G1 0 ©ET ono F f — o a\ y )soD BERM asIDE SLOPES a POND BOTTOM) POND CROSS - SECTION N.T.S STORMWATER HARVESTING SAND FILTER DETAIL N.T.S 8 "x8 "x16" CONC. 4" ALUMINUM DOWNSPOUT 5'WIDE, 4 "THICK CONC. SIDEWALK �8 "x45° BEND 11 =1I A: nnTE ' nWEwuuuwm� — — _ — - REAPHEI 111EI I—ENT (1E1AU ARIES) 0 COMMERCIALTYARD DRAIN N.T.S. A B B SECTION A SECTION B B OUTLET CONTROL STRUCTURE TYPE'C'w /SKIMMER DETAIL CS -1 INLET NOTES: 1. TYPE'C' DITCH BOTTOM INLET SHALL BE PER FOOT INDEX 200, 201, & 232. 1N CAST ON IT 11 RATED PEDESTR G_TEoR APPRoAED EQUAL IAN R o TAE EAS, ACCESS ADAPTORS ADDHAD 4 " -iz" PER ENGINEERS PLANS EOUIRED TRIAN 1H-111 RAINED DA N AREA RE, ENA NEE, A PLAINS TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS TYPICAL 12" NYLOPLAST INLINE DRAIN AND GRATE DETAIL OR APPROVED EQUAL N.T.S ILAN 1111 111T MEET TIE FILL11NA "NA I (- FI DA FIAT HAVE AN ENCLE No LESS THAN 41 GO ' DEGREES AS MEASURED FROM TIE 11 EA A END GO THE F TED P OF A SIONAToN OF NAT AS SOL, INTO THE .. FACE SUBSEONO CONTROVALAROUND PERIMETER OF FILTERS UNTIL DRAINAGE BASIN IS STABILIZED, WITH I. PROVIDING AN OVERBURDEN OF CLEAN FILTER SAND (SIX INCHES MINIMUM) ABOVE THE FILTER UNTIL ALL STAB �EN TABLE VEAE . EXCEPT FOR THE FILTER BED. IMMEDIATELL AFTER =UCTION, AND UNIFORMITY COEFFICIENT: O,D20 10040055 mm VALUE (GREATER THAN 11 T1 /day) A MINIMIFM OF 65911, 1 CONTRACTOR SHOULD IMOV DE CIA N- BE ANAL111A TO THE REGISTERED PROFESSIONAL 4 MANAGE THE POND.ORTHEACAUSE SHALL MEET THE DEPTH CAUSE SHALL BE INSTALLED AND OFF FOLLO!M NO VAT N THE GAUE 'HALL BE N'TALLE' N THE PON B' TOM AN' AN MEASURE "7 A'�'FACE ELEVATIONS I ONE FACTEINTERVALS. OR RBE MARKE E D SENTH A SIMILAR APPROVED STYLE ER iIHE EL VATI DIN RE ARESEN TING T HE TIE EA T MEN T V ME STAGE SHALL BE CLEARLY INDCATED, AND SHALL BE 11FED N ' " IVEI THE CA HE E A HALL BE A OIN TED AND 'TAILE, TV PREVENT MOVEMENT DUE To 'EAS ONABLI I =PA.TEDNFUS`1D1SCSNT`EM IS DESIGNED TO GPIPATI WITH POND STAGES ANOVE EL-11 AN AUXILIA11 ASkTEP SOURCE SHOULD BE PPAID. IF POND WATER LEVEL DROPS BILOGY OY m� J�oM� Z � m —¢ as O w �A tiv � H :4 7 x x a, a, XCE FOR ,NOT VALID SEALED $ .> DYA PROFESSIONAL EY(,IVHER L 8'A10 ° BEN D \ REINFORCED CONC. FOOTING 8" p V.C. ROOF DRAIN 8 "x45° BEND TO YARD DRAIN SYSTEM ROOF DRAIN DOWNSPOUT CONNECTION N.T.S. 11 =1I A: nnTE ' nWEwuuuwm� — — _ — - REAPHEI 111EI I—ENT (1E1AU ARIES) 0 COMMERCIALTYARD DRAIN N.T.S. A B B SECTION A SECTION B B OUTLET CONTROL STRUCTURE TYPE'C'w /SKIMMER DETAIL CS -1 INLET NOTES: 1. TYPE'C' DITCH BOTTOM INLET SHALL BE PER FOOT INDEX 200, 201, & 232. 1N CAST ON IT 11 RATED PEDESTR G_TEoR APPRoAED EQUAL IAN R o TAE EAS, ACCESS ADAPTORS ADDHAD 4 " -iz" PER ENGINEERS PLANS EOUIRED TRIAN 1H-111 RAINED DA N AREA RE, ENA NEE, A PLAINS TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS TYPICAL 12" NYLOPLAST INLINE DRAIN AND GRATE DETAIL OR APPROVED EQUAL N.T.S ILAN 1111 111T MEET TIE FILL11NA "NA I (- FI DA FIAT HAVE AN ENCLE No LESS THAN 41 GO ' DEGREES AS MEASURED FROM TIE 11 EA A END GO THE F TED P OF A SIONAToN OF NAT AS SOL, INTO THE .. FACE SUBSEONO CONTROVALAROUND PERIMETER OF FILTERS UNTIL DRAINAGE BASIN IS STABILIZED, WITH I. PROVIDING AN OVERBURDEN OF CLEAN FILTER SAND (SIX INCHES MINIMUM) ABOVE THE FILTER UNTIL ALL STAB �EN TABLE VEAE . EXCEPT FOR THE FILTER BED. IMMEDIATELL AFTER =UCTION, AND UNIFORMITY COEFFICIENT: O,D20 10040055 mm VALUE (GREATER THAN 11 T1 /day) A MINIMIFM OF 65911, 1 CONTRACTOR SHOULD IMOV DE CIA N- BE ANAL111A TO THE REGISTERED PROFESSIONAL 4 MANAGE THE POND.ORTHEACAUSE SHALL MEET THE DEPTH CAUSE SHALL BE INSTALLED AND OFF FOLLO!M NO VAT N THE GAUE 'HALL BE N'TALLE' N THE PON B' TOM AN' AN MEASURE "7 A'�'FACE ELEVATIONS I ONE FACTEINTERVALS. OR RBE MARKE E D SENTH A SIMILAR APPROVED STYLE ER iIHE EL VATI DIN RE ARESEN TING T HE TIE EA T MEN T V ME STAGE SHALL BE CLEARLY INDCATED, AND SHALL BE 11FED N ' " IVEI THE CA HE E A HALL BE A OIN TED AND 'TAILE, TV PREVENT MOVEMENT DUE To 'EAS ONABLI I =PA.TEDNFUS`1D1SCSNT`EM IS DESIGNED TO GPIPATI WITH POND STAGES ANOVE EL-11 AN AUXILIA11 ASkTEP SOURCE SHOULD BE PPAID. IF POND WATER LEVEL DROPS BILOGY OY m� J�oM� Z � m —¢ as O w �A tiv � H :4 7 x x a, a, XCE FOR ,NOT VALID SEALED $ .> DYA PROFESSIONAL EY(,IVHER 14 —GE -THE �g LEw r°a F °sccM�J— m]���9Q p ex (cnnvr /// 1J common Fiu ma Po n iOmCENIEa x11 3 (1 se — PaaaraN o 7 s (eu,s of rs ours oej scilnueee - 5 �TYP 1.1 w m. nra NSO eErwEEx accu mm w.rcN w xu i — II F L,� ° LL nNES raeLe waT[x uaINS OR SEw[x t0u[cr ox I cx E uwr v a x re war i �xx eeoo Na m4T T xauNCx xa o II I9� �srEUacm EqR � aoineTE w�pi[q II z coax. z ccsx. II xECaTe. oux. Top ae wixE covPSR rx 7 -TH az aixe rvwmeTeRS UVTO rzaNOmm�rvimum Es (sa "v'rr ° "'oxc Unix) NOTES: oEr.�L cE neo(rvw ineiiLO�:xeamuireio eemova�a nxe w wares main sxrexs axes s�wu as xecu —NElF THE oovERNNcacer�iES. EN COmeLUNCE Vnrx uLaxxucaaLe coucc. ou iwss axo vorasAI w.rex xEEN E ca xE Exc.sEx �� s P✓c rvxE s" LL uN[s uxo[x xnr[MErvr sry BEDDING BTRENCHING - TYPEA 3 ��"� POTARiF wATFR SFRVif.F u,s FOR POTABLE, TALe IMIED- ADN wREDSSIR L' NTS TENPDR�RY BYPASS OPPOSITE SIDE OF MAIN FDR PDTA P R eIM 0 AND W R I u 10 2 8 BEDDING & TRENCHING -TYPE B NO L,1LIL3 UY'LLSS 8IG \LD VD SLALLL3 13Y PROFESSIOV,1I. PVGIVFFR «a a �2 ti a� w w� h DUCTILE IRON POTABLE WATER MAIN NTS TYPICAL METAL PIPE 1.5' 4' PIPE 3" TAPE IS CENTERED ALONG TOP HALF OF PIP E-_ POTABLE WATER MAIN POTABLE WATER MAIN in—n-YON1 ARM fl"� BID 'fl, N. ni TRACING WIRE "ET.E'RF,11P'Tl 11 ITT '__-!T� ME -AlING g STGINYI I _L THN. 1 6" 16" PIPE 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. RECLAIMED WATER ER POTABLE WATER - - - - - - OF SIDEWALK - - - - - I-T -7 _T TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED PLAN TAPE CTEO�P.HAL�FOTIF 11- OF THE TOP HALF OF THE PIPE 'W'IT"HAAIHLIA�'.'E�'l�l'P'PE�ENTIRII 0 PIPES 7� TYPICAL VALVE BOX COVER DETAILS IRE MAINTAIN 1 MIN UEITI Gl El SE TOP OF VALVE BOX E%TEINSION SSE. WITILI /TO FINISHED GRADE SID-AALK EDGE .1 -E.I.. lTlN HNX _R—F 11NP Eva IITY G4 .. ANDSOWRENCH NUT PPER GUIDE BEAU IRED FOR MORE THAN "' 18" CONCRETE SHALL NOT 4--AR WIT BET REST ON VALVE " #,t EBEAR TAPE 14 THIAN SOLD COPPER III ia- g a1-Nll - 1 IN E E LIND CAUTION BU ED WATER LINE BELOW CAUTION EUNRED WATER LINE BELOW - OR PIPE ADIUSTAll VALVE BOX VALVE (TYPE SG'j MIN. AS SPECIFIED) (CAST IRON) TRACING WIRE GENERAL NOTES: HE LINE TRACING WIRE IS TO BE 2, SYSTEMS—TRACING WIRE SHALL ALLOW INSTALUED ON ALL P-TABLE WATER T-ABLITY OF ALL PIPE BRANCHES %" THI FGFUHlGRAL_EG C Rp L DO T, 7. ' �G'p tt HAVAGAL JOINT VALVE 14 TPHN SOLID CO WIRE RECLAIMED WATER AND SEWER TRACING �I.E FORCE MAINS. A, 'T OVER OV R THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY INIT 1G.11111DI YY 11-1 'KING WING MIA; WITH LOG TRACER 5 T WITH ADHESIVE TAPE. SHALL EXTEND A MINIMUM OF W121TTABOVE E.. . . . . . . . . . . . q!A . . . . . . . . . . . GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCE SSIBIU- PROFILE NOTES 1 ME" "TALL" NOTE: Bf.-M N.Pt.bl� Warning W LIN. 1, lP I- . - Blue .11 31-1, SW`R, IJ,A Tope la 3" Wlde antl G, With 31-1, LFHFUI,g FOrae M Tape 1. 3" Wide and B VNN, U..' I-Aft r., VALVE. VALVE BOX AND COVER G 3. ON BEAD END MAINS THE TRACING WIRE I& El ENT- SHALL11"D PLACED. Al"T"".. D PED VALVE HE ON . F MTEq Oe THE FLN. u +T E .1 THL 1 1111 111CLAII 11 Al 11TAL-11 By THD GT' �IwiIERMSpR� . q 111AILLI 111111 S111111 T LG -1 Ill.fllICITIN AND 11F.IN',-, TAIL NK @ TRACING ✓lBE MINN71TIDUN D' DATE VALID FINISHED GRADE THREADED CAP 2 " PVC (TYP) 14 yzl MINIMUM LENGTH (FI)TOSE RESTRAINED ON EACH SIDEOI TYPE PIPE SIZE Z" DO' E-1 ETER BOX WTH COVER D" OF GRAVEL CG C RUSHED ROCK BDDGl'B 1 11 H, ft, 6- 2 1/1- 1.1- - �Al""' G, I_TLET ZlL L,E M, It 11T 1111 1-11TI LAl PV DIP 4' T' S' 1 10" IT 16' W' - 30' BE, 21 AD 46 55 69 OS 77 SO 10 120 TO 19 1 23 26 27 32 37 44 SO 22-lil' IEND S 13 15 IS 21 24 11-11T �1- 2' 90' ELBOW 3 1 5 1 6 8 7 8 9 10 12 NIL - PLUG OR BRANCH OF EE DO 74 Ol ll'�ISS 138 166 1 231 265 cools ITT I E4 L.X AL PIPE AND FITTINGS MUST ED 1,101 PIKE 11 - I GG 11 1 BY 1 11 ON 97 116 11S TOP MEW - C GI IT ED LE NlI I REDUCER VARIES BY SIZE; TO BE DETERMINED � DESIGN ENGINEER. NOTES 1, FITTINGS SHALL HAVE RAIN D JOINTS UNLESS OTHERWISE INDICATED 2 INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TAUBLE, 1111-IT Lo- IN�l TED111T TEE I 'L �A I =�ll CREILIFNE�l ll�N=N SERIES, SELECT FITTING N.G UESPI.T. UNETH U EST T D18 NCE 4 ALIIL HE VALVES SHALL BE RESTRAINED 5 W NTIFNAIL RESTRAINED JOINTS ME USED THE ENTIRE BELL SHALL BE """ ", w/2 FE R town Tow III- ON A� SECTION A A FAINTED RED 6 LENGTHS HOWN IN THE-LE WERE CALCULATED IN AGUG WITH PROCEDURES OUTL NED IN THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE I H E I TL-1- CLPT Y'T_ t' n" K - . I - — L -E . ...... UNE RL-E IT E — VWNLYY FRE— -1. 111 A. 0- 1.1YE 1—HA AVA.P_l T� A IND E USING THE ASSUMPTIONS SHOWN BELOW GUIUCL S PUBLISH USY01PRA WORKING PRESSURE: SOIL BE IGNATlON: SM LAYING CONDIT NE: 3 UEPTHOFCOVER: -T SAFETY FACTOR: 1.5 CONVERSION FACTOR FOR PVC PIPE: 1.25 TlHEDESIG ENGINEER Bill- INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE - SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL. EHC F OR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF T, �L "N TIE BE2`�EIIR IT �0_1�42�GE'AE �N ANEI - LA, IELLER A 121 F! R"�I� 'EFTIP E ll�l 4 "F' TKI, -LACE ILL IR-ID 1111 20,�/ o 07 PILI L /Cll LACX IT'A 1'1-11GHEk .21 1 4 llSNlINll JOINT TlEll - 'lATIR VAIN` 1111 AIIES IlTll L ' IT NOT ',ALID UNLESS SIGNED AND 6EALLED 13YA TEOFESSIOMAL ENGINEER AS REQUIRED � REQUIRED 6" PLEANOUT AT 'Y" FITTING 1/1 11 Ml)� 30- BEND — LOT ONE 1A1E.ENT PLAN SPE HARES CONNECTION TO A PROPERTY (TYPICAL) NOTE: CONNIG-14 DETAILS S'W'B MAIN I.R II.C. 11P. PROFILE IIBI 11-- NI I GUINAIII iixa CEO, "T 7U."'I, '07 LET NING ITNI _X 1EA DITT LOAD RATING. 1 E", L._ WE CHT C1 E1 "- BIG All CO111 1111 L"' I WG ` r I.IAL WE RAIPED I 1/� PIT'. XU. T 11 LARE- XAN TA` ` IL I-L .AWL.. 11 TT11 P, 7 '2 MANHOLE G _A A_ P - IT -REL I- 1� 1-1. nH CI -L" IT CH.- PET11 USIN. T TRIP A PROVIDE CLEAN -OUT ON SEWER LATERALS AT DTI LITY EASEMENT INITk LIMITS. SEE PLAINS SEWER SEWER BRANCH WYE T X11 EX OF =.- UL. Ell. WEEXER BE=, ITANDARD U-N AND -.1 U111.1 IR- C S I ECCEN I FIC CON CITE I E M ANH II -E T"" IF 111LAR INCASID N N_ S11111 1111T FUNGH WITH MAIIILE WALL LE IN1111 WALL TEE ,/E 'I'D BA EDITOR AD "`-NGRETE ENEN7 DAN N"T CON" IDTION OF "'TIIAL 1111 AS REQU RE DROP 11 NANIGILD I LEND T_ SHELF TO NTEGRAL WITH RNE2CIASIT BASE DRDP CONNECTION, IT1111111 IT111 I XI PIPE CLAMP NT ROUND IL I BREDTO ESTING MANHOLES SHALL BE CORE BORED FILL WITH GROUT C ON 11N 111E IN, 1. DII I RESILIENT 2. UTEIUl DROP L.N.IGNI G_ ED AN INFLUENT SEWER IS LOCATED TWO FELT OR MORE AEOME TIE TYPICAL CONNECTION 9 (D EASEMENT PROPERTY OR RIGHT -OF -WAY LINE 12" MAXIMUM WITHIN RIGHT-OF-WAY LINE F NON-PAVED AREAS 1W A 1W 6" CONCRETE COLLAR: (2)#4 BARS CONTINUOUS AN 3(4)# MRS DIAGONAL y" EXPANSION JOINTAROUND CAP FLUSH WITH SLAB BEND -S' SANITARY LATERAL �MINIMUM SLOPE OUMNOUT COVERS IN PAIED ELEVATION AREAS SHALL BE TRAFFIC RATED SEWER CLEAN—OUT DETAIL NON PAVED AREAS NTS 1111ANHIAT Jo NP ILEEI WATER MAN REGLINT SEAT TAPPING I— NEW WATED MAIN I"STRAINED EGLAIICAL OINT PLAN REI�NE�11 SEAT TAP �A NUU-11AL 111TIA NED M_ JOINT IE' WATER MAIN SECTION SSTIN1111 F.U11 — NOTES 1, FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED, 2, INSTALL FULL LENGTH JQNJG WITH TOTAL LENGTH PC- TO OR GREATER THAN 3. = TWO OR MORE I= ARE IN SERIES, SELECT HITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. 6 WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PARTED RED 6 LENGTHS SHOWN IN THE E WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED I 'THRUET RESTRAINT DESIGN FOR DUCTILE IRON PIPE' GUIDELINES PUBLISHED BY DIPRA. USING THE ASSUMPTIONS SHOWN BELOW WORKING PRESSURE G SCILDESIGNIATION: SMUSANDSID PING CONDITIONS: 3 DEP7HCFCOVER. SAFAC7OR: CONVERSION FACTOR FOR PVC PIPE, 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED By SUPE-SPECIFIC PARAMETERS, SUCH � SOIL DESIGNATIONS AND LAYING CONPIToNS (D R11TIAlIM 11 HT TABLE - 111IT111IT-1 111ICIE 1,11111 NOT VALID [TNLES6 SIGNED 11'D6EALED 13YA PROFESSIONAL ENGINTER mH GG M 14 1 S 22 ] 2" Elk BCD 40 STAINLESS STEEL Pump GUlde Rails INFLUENT PIPE (S" MIN. DIA.) INV ELEV = 29.83' MINIMUM 2' , 1 L VE 1RANSDUC R 12" ° 60' \_ 1 v ELEV 22.00' GROUT °- - g6 -12" O.C.E. W. NOTE: Precast Manufacturer to Provide Additional Concrete In Slab AS Required to Compensate for __y of Wet Well. Apply Coal Tar Epoxy to Interior of Wet Well 9 I ITT S ATON IFTAII SHUT OFF PLUG VALVE PLUG VALVE WITH WITH 2' SQUARE NUT SEE LIFT STATION VALVE 00 & BYE DETAIL 25.51 L DUCTILE IRON r r r r ALL MJ JOINTS MUST BE RESTRAINEE 2 -g4 BARS GALVANIZED IRON 3" FLOOR PRECAST CONCRETE FLOOR DRAIN JOSAM 38353 -92, WITH 6" SLOPE OUTLET PIPE 1/2 PER FOOT AUIRBIZLALAGM y HIGH LEVEL ALARM ELEV = 28.83' & Emergency High level St Tt LAG PUMP ON ELEV = 27.83' LEAD PUMP ON ELEV = 27.33' ALL PUMPS OFF ELEV = 26.25' AUDIBLE ALARM LOW LEVEL ALARM EL & Emergency Low Level Shut if i. 11' ANCHOR BOLTS TO EXTEND 7" INTO BASE 351 8 k "Hosea PUMP DATA L, UMP MANUFACTURER FLYGT wJ.l w l — — I-ATIATFOSEINICE CE —__ AT A7K16NE NE IT EI M hiER/ UMP MODEL NP 3127 SH3 -249 ^ O SCACA ANTENNA IMPELLER DIA 146 MM P.M. 3510 l I SEE LIFT STATION PANEL DETAIL L.P. 11 DISCHARGE 31/8" p 1IO x rx� rx 1 HASE 3 60 4 U m 4 "wC CH IA NI�,GGVdeal CONTROL PANEL SEE LIFT STTION PANEL DETAIL LOW FLOW RATE 164 GPNI IUH METER AND Q LIQUID LEVEL CONTROL DISCONNECT CABLES TO BE IN ONE CONOUIT, PUMP POWER oU9LEI Im D S cATE II, CABLES TO BE IN SEPARATE CONDUIT UNCTION BOX NEMA 4X S.S. IT X1 III OII I x" IN I 1.00V" I I I sµ� bl i' - ALUMINUM ACCESS HATCH W /LOCKSET a v N ERSNeo . s`S✓ m v ',CIa'TeR_3 AND RECESSED HANDLE SE BIBB WITH ROVED BACKFLOW 'VENTER Q(� �} D.I. VENT WITH ZURN VENT CAP ALUMINUM ACCESS HATCH W/LOCKSET D HANDLE T STAINLESS STEEL BALL RACKS VALLVEEVAULT 111 2" Elk BCD 40 STAINLESS STEEL Pump GUlde Rails INFLUENT PIPE (S" MIN. DIA.) INV ELEV = 29.83' MINIMUM 2' , 1 L VE 1RANSDUC R 12" ° 60' \_ 1 v ELEV 22.00' GROUT °- - g6 -12" O.C.E. W. NOTE: Precast Manufacturer to Provide Additional Concrete In Slab AS Required to Compensate for __y of Wet Well. Apply Coal Tar Epoxy to Interior of Wet Well 9 I ITT S ATON IFTAII SHUT OFF PLUG VALVE PLUG VALVE WITH WITH 2' SQUARE NUT SEE LIFT STATION VALVE 00 & BYE DETAIL 25.51 L DUCTILE IRON r r r r ALL MJ JOINTS MUST BE RESTRAINEE 2 -g4 BARS GALVANIZED IRON 3" FLOOR PRECAST CONCRETE FLOOR DRAIN JOSAM 38353 -92, WITH 6" SLOPE OUTLET PIPE 1/2 PER FOOT AUIRBIZLALAGM y HIGH LEVEL ALARM ELEV = 28.83' & Emergency High level St Tt LAG PUMP ON ELEV = 27.83' LEAD PUMP ON ELEV = 27.33' ALL PUMPS OFF ELEV = 26.25' AUDIBLE ALARM LOW LEVEL ALARM EL & Emergency Low Level Shut if i. 11' ANCHOR BOLTS TO EXTEND 7" INTO BASE "U AS ul1 oF �I 615 hv1r =rTU1 2 z ¢' 'H O OIL IETIIL THIS SHEET) 1 - (see ARCn� vuNS 351 8 k "Hosea L, wJ.l w l — — I-ATIATFOSEINICE CE —__ AT A7K16NE NE IT EI M hiER/ - ^ O NoFR Rocl NFIER 1 �ug1 I I uNKU m l I "U AS ul1 oF �I 615 hv1r =rTU1 2 z ¢' 'H O OIL IETIIL THIS SHEET) 1 - (see ARCn� vuNS " CITY OF WINTER SPRINGS LIFT STATION VALVE PIT & BYPASS NOT L;ALIP i N LLS9 9IGP,'LI7 A \ "D:iE,`=D DYA. r'R0T'E8970NAL E°NG1N=1B a� :c x (P tEV\ IIki /IrM1fiwt r L 351 8 k "Hosea L, wJ.l w l — — I-ATIATFOSEINICE CE —__ AT A7K16NE NE IT EI M hiER/ - ^ O NoFR Rocl NFIER 1 �ug1 I I uNKU m p 1IO x rx� rx 1 m 4 "wC CH IA NI�,GGVdeal I, / SevnLV[ eox a _ eUt7nII5C 30 ®� oU9LEI Im D S cATE II, IT X1 III OII I x" IN I 1.00V" I I I sµ� bl i' - a v N ERSNeo . s`S✓ m v ',CIa'TeR_3 v s.TI l A,EIH. uE = 'z'I ° 0' a eammse�� g 0 I \\ 961a "nE)I 6 I , 1 n E FSTII M ENT m I, 8e I \ I I oR UFr nN c O 1 I I I \ I I m , D I I I m m I _ I \ I s I \ 1 I fH'l il'AT lUI 111, PI Iii F " CITY OF WINTER SPRINGS LIFT STATION VALVE PIT & BYPASS NOT L;ALIP i N LLS9 9IGP,'LI7 A \ "D:iE,`=D DYA. r'R0T'E8970NAL E°NG1N=1B a� :c x (P tEV\ IIki /IrM1fiwt r L R o- ,TER =PR = A Ai Ai 11 1 o� � L:IFT uE . STATION 0N u1, PA s II N =L (BV OTHERS) RNISHED A� E77 6 Br -5 xnt I II � r_a II GREASE TRAP DETAIL a NTS (SEE nacHITECTURAL P—S) NOT VALID UNLESS SIGNED ND SLAP.LP DYA PROTESSIO AL ENGINEER ��oMo 0 o O H G � � �z ua 'r - - - -- = - - - - -- - — - -- - - -- - -- — - Fw LLm v m o - - -- - -- STATE ROAD 434 _— —_— —_ - - - - -_- __ - - - -- m Q EROSION CONTROL LEGEND erv�xnrveeie �n -4� wic. -YI — _ _ — _ Z e _ ( EEN DETwU w�cT _ va°TEmi°N soME° sFT Rm z, o T cE m FcnaN �N�nMF� ,r ii mPJ / '� a FREE anrereme.oE d DE �— � MES � °�sn a o o xx f ✓ fk r ®>r r Q °� €af 1 q` ���, r V ITT sEO�MEN, >,� °N °MR�NE a�ER EONETR °I.� °N °F ,ME MRMJEA. f �„® �`s A s�E sEP ERN,<,mx FIC11 °1 M<NU<E IN e Q. E4' Y AA°iMS° f E PROJECT. ION ANIS f * f MN \� �E° F °M �' i �' f THE PMOJEN. IN —ERN NNE OE �AM�EMNE� �.,� �.� m iii Cra \ r f • .T TREY >' �Y'�m' E ✓ '' :.� T je f '` . m °Ti`T N o °NFOMM T 61 M TIE Ell <RE ,,r r MNRER THE N.NTRncT MNI, PRICE FOR �'� �f �� / \ \ rv' a — M — M — � � M — — M �— • ST}N[D SLY FENCE. L °E oOE MN°E ° FNEP,EITSI E cwawPlry ou of V \ < Yl FEE 'IT N ILL �., E_ ` JEFFREY M. McPHERSON. P.E. REGISTERED ENGINEER N0. IT �' �MER�N °R E FL MMN NMTE° �NIPEIT °= =�r,� „�!�� IN MRA E NOTITOR EF"NI / revAi'sEMn °E °PSiE'reEe°LVAEMS°”— ION ° vILANI, °EE�MOU °c�M,M�sE CONSTRUCTIpN P,`(JT i:aLln LSS SIGNED AND SEALED DPA PROFESSIONAL ENGINEER e' rwaG sure oaovE 6 — — 7, - �, �,G -- r HA��M GROOVING SLOPES STAIR STEPPING CUT SLOPES FEIEl o D �F °H�FILL SLOPE TREATMENT SURFACE ROUGHENING NO 11ALE r S. l9 Min. TEMPORARY DIVERSION BERM APTIA o�� L> Aw�o� HEDA mC � _ary aFF1ow m� <A FIAP NN All FENIE F.'= 1'44 AS WIFE 1, AN SILT FENCE AND EROSION CONTROL DETAIL DO 11ALE FOOT N0 , HONE — IF AX QJuIE gso SHINE (MINiMUMI TIE rMioS' LNTE IMI IM MI OUTLET PROTECTION CTION o A— ILLER AUEAA EGTI ET R ISSUE TE SEDIMENT SUMP CALCULATIONS io,.,YA -IEII D, SI °m°d "RTlolo "Im e aoosx xE uETHEN Ta BE HE TM Al THE PQrvo Must BE Ncr EASE HE =11 ,HER THE GINR J , PIPE / I HIGH EARTH Ll \ SECURED PLAN C NM ENT SEEM WO SEE NFALL 3Z END MIN 2 T/ PENCE ON BERM ELEVATION AGGREGATE I ALL MATERIAL SHALL BE REMGVED FROM THE SITE AT THE END OF 'HE PROTECT 2 AIIIECIATE SHALL BE IEPL ACED AS DIECTEI " THE ENGINEER OF 'EC... D "' THE ITT ARM I EDGE OF THE I ON FACE CONCRETE TRUCK WASH OUT AREA DISTURBED AREA STABILIZATION (WITH MULCHING ONLY) 0 I ENTRANCE ELEVATION I AVID L AGAIN I IN 'I"' 'I ... AM AT CHIPS AN "AD I, , EMS RE ALL VEIEFATCN AND OTHER INICTAITS'ANEIALLIF'SIM THE FOUNDATION AREA. GRADE. AND 3. AGGGREGATE SZE SHALLRBENAN �ACCOMDnNCENESS aFCDT M o 9ERSE AGGREGATE..croreDANGE wITH FOEP A PADCSIIDTH SHALL BE EOUAL FULL WIDTH AT ALL POINDS OF VEHICULAR EGRESS. BUT NO LESS THAN 12'. ""IN I DOE ITUDIL ` ` E CINIT111TE1 IEN GRACE TOWARD PAID AREA 11 GlEAUEl THAN 11 7 INSTALL PPE UNDER THE ENTRANCE F NEEDED IS MANTAN DANAGE DTCUES CAP DIED BE IT ==Z'' SC{DIVERT ALL SURFACE RUNOFF AND Q UMSTANCE IF AND/ TIRE IGN MAY CONSIST OF ANY MATERIALN� FORAITRUCK TRAFFIC THAT AND/AP FLOW REQUIRE TOP DRESSING. REPAIR AND/OR FCLEANOUT OF ANY MEASURES CRU PULC USED TO RAP SFDIMSENTMA HED STONE CONSTRUCTION EXIT PLAN VIEW ��ill� 111111 IIG_� ti SECTION SLOPE DRAIN NO ICALE HAE'l-,111PIN7 PAS IN GUryV�TO1 A —II uMu�Ii — FIII IIIiIDI ��ii Ilu DO ENI s�.�,�a�w o REPILAY wx. �P m� o�o va o w Q f" N 2 Q w EXIT BIAGRAM OR NION GF TIE ENA NEED TIE BID .1. THAT MAI BE REQUIRED, REDUCED El—N CONTROL MEASURES I. BE IMPLEMENTED TIE GEE UTIRSATIR 11 IRECIED I' FOLLOW STANDARD REST EACRAIEMENT POOL GAS N MET .. IT INS A SUCCESSFUL EDISON CONTROL PLAN 1 ll JEFFREY M. MCPHERSON, P.E. L-"OT FOR K REGISTERED ENGINEER NO I- COVSTRTICTIO� NOT L -LTD C'NLL^,5 EEIGIVED .4NTD SEALED III TTOFESSIOASiAL E\G'LlER x,'.22 -22 -- - - - - -- ---- - - - - -- - o - - --♦ — j STATE ROAD 434 — - — — — — ,z DoE „sue v ca 14 SP1 n IrR 1,1L, 1 1 I I xrsmrxcr ° o 0 � o��k o � II II o .av mo i {FOR INFO ONLY) � \ �P m� J�oM� °oo N � �x u r< 'i SOT POR VSTP,UCTIOV � of � I 15' 0 30' 60 17, YTP OF z110KA ENGIV ER DY9 PIdOPLS570?,'AL LP'GLNLLI2 �P m� J�oM� °oo N � �x u r< 'i SOT POR VSTP,UCTIOV � of � ii 00 \ WOnOV �' r $ 0.S • ~ � � -. I �•.. l..; ' 9� �'' aareotU�3• �sNO,aEa a,wo1 4aoDNO �uEa o DE un N.n NEO oa eeuavm w.eN aEPre so4 „re.rvD�E PEre roo= Noy. 5.6 so es�swc,aea ce — a Al—P 1-1 w DE MnIT'IID oe IIMIIED PIa — � roo, NoE. as 690 (a) E.swa D.a.. Pow exiswa Dnm. Pw 110 PE ENS tro am ao ae uEO> D sDN -' a) 'D JTFt Jt • II�Hi t 13 _GJ5 D s (.. F 6). SPEED ASSUMED 55MPH NOT VALID CNLLSS SIGINED 91tiD SCALED �'UT PUR COST TIcTIOV TREE PROTECTION AREA Machlnary, Dumping, COaat —l—, Parking or Storage aApy Materlaia Is PROHIBITED By City of Winter Springs ViPl —.. subject W municipal ' mfrp —i a of up tc $fi00a pervialetlon. EMOmed by the City of W .ter Springs Pursuant W Chapter 5 o Ne City Gpde TREE PROTECTION SIGN -2's 3' OVERALL CREDIT SUMMRY aeaR R.qN,.dR.pl.,.—1 Land�PePlan R PlantSCFedulef�r sed treesand tree credits Provided. TABLE I TREE REPIACEMENT STANDARDS H of P,vteeed Tree umber of eplarement d forrEarF wd umber of R eplare_ mall Palms fired for EarF Tree ved Prefe,red Plant tribrtionm anlC to but not lnclu ding 9 1 1 Preferred P (sJ w /Oedl[s o $150 00 9 NP [o but no[Incl udln g 12 2 2 Preferred P (sJ w /Oedlts $300.00 12 p to but not lnclu dl ng 16" 3 of allowed Preferred P (sJ w /Oedl[s $450.00 16 NP m but not lnclu dl ng 2 4 4 Preferred P (sJ w /Oedl[s $600.00 ed d *There amountrmay 6e a1,, edb,a...ally m rompe. avt e forinoearer m cuss ofpl-ar well arto carry of ,,,,-A- —d arm6lkhment. WINTER SPRINGS CODE REQUIRENENTS _ 7 dpi% e t` L�E AnOSCAPE ARCHITECTURE GROUP PERESSED IRE W U Z W 0 U 0 O! � LU � Z a � F UZ z � �o 0 L W V Z RCS, d,,c DATE 12/8/201) DRAWN BY ]WS CHKD. BY ]HB ]OB NO 1S2IX36 L1.01 Z g z 0 W o_ LU LU H i \ I \ rc� i i t E6END Ie w U Z w 0 U) o Z c g z z w �; 0 �Z a j XT R L�E AnDSCAPE A H TURE RCITECGROUP 0, F w U) z z � a �a o w LU L ol V w H Z Im 1� 0 90 Ncum e CALE . 1 30� L1.02 PLANTING SPECIFICATIONS BART 100 GENERAL 101 WORK INCLUDED 102 FELATED WORK SPECIFIED ELSEWHERE 1.01 QUALITYASSURANCE 1.06 SUBMITTALS 107 VERIFICATION OF PLANS, DIMENSIONS, AND QUANTITIES 303 MATERIALS CONDITION( mn0 ... d) 3.04 CLEAN UP 3.05 OBSERVATION SCHEDULE n 3.07 FIELD QUALITY CONTROL nv n 3.07 PROTECTION h. 308 =INAL ACCEPTANCE OF INSTALLATION -ND PLANTING SPECIFICATIONS a.�w�nv LroA"MICAPE ARCHITECTURE GROUP --Rl FIRE 31. NE E FRIUT w U Z w 0 U) LU LU H z w LU LU C7 Z a a w H z D 0 0 1 z z r s I1-1� P : (n Z O c� U w a C7 Z Z g 7T7 L6.01 i PLANT SCHEDULE - ANDSCAPE NOTES'. ff TREES eo.wxwxwue SHRUBS eoewxiaexwue vnosrwsmmnncrv, urrsr mmw. earn rvuasav Trio \I�� g� a �m v�nnw wcm.asss `` wwenora umee s n�isa x.umx ®m sg �+ — uuwruuNn eumm�ouxwxw n = wirra assuunors, rrio esarscroseewaawrrt uLCmmes aswumuzaraswau:. Trio �� / /�/p���(�� \/�/� /� /� rcen nuenuu rwniowruue s �.�z x.mxe cu ®m a 1"` — ro ocwnps wcnorx uus wow a reve.r ir. zevm.nu wrta srnrs rro e «uaspuasmsrrts. eaccrssewus sewn es eaAOASruAAwwarriArrtsArrio �F�° uix. saua srsuas ua sou utrvontrvrscmcam rosrtancanms. 5/ —�-�\ waemm�oeuwx uuemare s n�s�s x.uix ®m s '`�— o oirwnw eowwooeauev em am �/ waemm�oeuwx wewrz no v m,e x.uix ®m a v eau x e ormxxo evaemnrroxomwu �rrorasowrEa. aesaasewveiczaraoaamvmnwrrt eaumnuu.enefmnu s m�sx.uix ®a �o �J —i4 ®n.eo xwnwvwmeri® s am ammm�wresownwmevwm nr rvoroomorw emu ro easowrvo-. zaraox¢merareuc aumV-vinvixww mxrieve.e �a vneuix ®m ® m',.f_ " uw x.envneex w im r ssmsoweomasosss�uaasavE nsmai�nvo- �omrriooecrs.aaucrrniw� eaes�s.cvn.oiuessec wsa�ern ev S'S urx.mwr s n�s,s x.uix ®m s J mneumwn ®ixwe a '% w+osrosrawrtscr owrvo- ervm¢ra. Cff ® maern rollff, uH.eau o- mervn�o a s J' x• iuxur�uvv caow ve w.9 x.uix ®m rz �— nieoexonox+„xwou a •m ANDSCAPEa COMPLETION ..INSPECTION o REQUIREMENTSuwos =raF. ``.✓ VINES u ° uwxoewvnwxorwnw ` rata x.ux. ®ma ' .nwxoxowmxovnowneoxwwee r .nuxoxeowwu x`xs Lem rows, envour, perrrtmss, mnrsaeuwAaa gsme�ewerrt�eueeiwrrisc wauows�AA� .nuxox owmxoaniowineoxwwu xv.Gr @rEMOirexw v �.e a.xix ®av PERENNIALS RAsxxr ®rsre mavwxv nsevos.asrwawm usauu. aar. eso-ers.auaeers,woswmuic owrvo- a,ssa ®vm. ul aou:ewe.wxm, a .s� +a.xix ®m= ee rxoaEwav®oowew ew @ePx w m ADDITIONAL NOTES a,w..ve�,ss orsauamw }� � urxwuimnw rexouw " eenuax.iaoen nuxk ®m m � uuxuxeenawariwne ii �m 2 >k rwexuerwesrne a en.�zer,ereauex.wsxeu ®m a m �� vromm mmemem ¢urrtvaosvr, !'47 — owxaw.wewxiavwni ®wew �m '� a. asro reE Cerrrtws srtareranws za roortewuaspeaemws. G'1 rwwreewwre wa a �m xexxrwew.w ww.x GROUNDCOVER ®x IRRIGATION REQUIREMENTS ro m woerv�rasaro a<e o,xEa srnrs�eo� /' \/ LroAnDSCAPIN ARCHITECTURE GROUP 1 1 TREE KEY LU 1 TREES eo..xG.x.oE SHRUBS Pomxiasx.or IU 1 �I�i � i�mnxurn eumm�ouxnxn W o 1 w.xsre:axxx�.a C'i �eaaaxoa��x�aaexLL�o. a' o 1— dOxoGx:xaxkxo: wawa H Z LL 1 k�xxexxx,exx.,ax. � Lu Z g LU B z 1 �xre.�re�xx wx.x�re�® Ln z z Ln z g z ® a Of." ixxi:�xa �000a OWES a "iexsxxxox+.x.xx ogre 1 U .xrex�e�xxox® a .xe�xx. 1 � xkx�a:�xxxe�xxox� ��rex.xxwxxo,. x.xoxx.�xx�xxwx.oxw.,, xwxo,.xx.xxerex. .�,e, * , x.xoxx.�xx xxwx.oxw.,, xwxo,.xx.xxerex. PERENNIALS BaABBEB 1 �rew,rew oso,. s�.11.ER RouNOCOVER scoe o�o..xx xo...xx nwExr x. DATE 12/8/201) DRAWN BY ]WS CCC��� venirvwrtx oxoearaxo�ixrexo�. CHKD. BY ]H13 eZ _ 1 rMw�ao�xxx,�w.mxx xixio. ]OB NO 1S2IX36 i 1 muw sco e ' 'c" 0 R SCALE' . 1 " -20 Al, v so L8.01 M 1�w 1. I \/ LroAnDSCAPIN ARCHITECTURE GROUP 1 1 TREE KEY LU 1 TREES eo..xG.x.oE SHRUBS Pomxiasx.or IU 1 �I�i � i�mnxurn eumm�ouxnxn W o 1 w.xsre:axxx�.a C'i �eaaaxoa��x�aaexLL�o. a' o 1— dOxoGx:xaxkxo: wawa H Z LL 1 k�xxexxx,exx.,ax. � Lu Z g LU B z 1 �xre.�re�xx wx.x�re�® Ln z z Ln z g z ® a Of." ixxi:�xa �000a OWES a "iexsxxxox+.x.xx ogre 1 U .xrex�e�xxox® a .xe�xx. 1 � xkx�a:�xxxe�xxox� ��rex.xxwxxo,. x.xoxx.�xx�xxwx.oxw.,, xwxo,.xx.xxerex. .�,e, * , x.xoxx.�xx xxwx.oxw.,, xwxo,.xx.xxerex. PERENNIALS BaABBEB 1 �rew,rew oso,. s�.11.ER RouNOCOVER scoe o�o..xx xo...xx nwExr x. DATE 12/8/201) DRAWN BY ]WS CCC��� venirvwrtx oxoearaxo�ixrexo�. CHKD. BY ]H13 eZ _ 1 rMw�ao�xxx,�w.mxx xixio. ]OB NO 1S2IX36 i 1 muw sco e ' 'c" 0 R SCALE' . 1 " -20 Al, v so L8.01 I 1 I ilMIR ■It I MO L�LANDSCAPE ARCHITECTURE m�GROUP a mm a P go TREE KEY LU 0 I - TREES vo...a�..or SHRUBS Po LLI 1 u k ' so 1 sns, sco e -LWAY VISTA (ALLEY C') muw scum \\ 1 ` ♦s /� .woo uu oercxuu Exmnxurn eumm�o xnxn Lu cl, o z Lu 16 z � Ln Z vw Z �,ik g i ci� .w rw rra.u. �a o Lu v I I, � rrrrft,an V�NEG e.. r.rm.wr�wror® rora rir � PERENNIALS GRASSES pw4� �.www.w �aa \I/ O QRT�(s w owoo.a.. wwm GROUNDCOVER wv VSOSG14 MO4iEa H� A.. DATE 12/82017 DRAWNBY ]WS �w �= c �rwo. r.oiaroor�.re.o�. MKD. 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COVERAGE AREAS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL AD]UST ARC AND RADIUS s,uou•E° -OR ACTUAL FIELD CIDITIONS, o AND TO MINIMIZE SPRAY OUTSIDE OF BED AND ]URF AREAS. 2. IRRIGATION LINE LOCATIONS ARE DATE 12/82017 DIAGRAMMATIC. AD]USTFOR DRAWN BY ]BA ACTUAL FIELD CONDITIONS. CHKD. BY ]HB ]OE NO 1S2C36 o 21 bo � NORTH SCALE 1 " -20� L11.01 k _ ■P ■ ILI L-7 r YIATC LINEB- SEESHEETL110S LNo 1.3 7 3/ *34.5 ANN - DRIP 1" 1.5 ",, TREE 49.5 10 17 � 34.5 DRIP 1.6" 1.5 TREE al .o u DRIP 1.6" ��RUa, :CNE<T' p� L�E AnDSCAPE ARCHITECTURE GROUP w U Z W 0 U 0 Lu O W c Z g �; � Z a Z 0 LU Lf) Z 0 Z �o L W V H Z 1 1. 20TATING STREAM A SPRAYS HAVE IADII AF]USTABLE I ARC AND SCHEDULE) L ) COVE (SEE IRRIGATION N AEDULE). COVERAGE AREAS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL AD]UST ARC AND RADIUS s,uou•E° -OR ACTUAL FIELD CIDITIONS, o AND TO MINIMIZE SPRAY OUTSIDE OF BED AND ]URF AREAS. 2. IRRIGATION LINE LOCATIONS ARE DATE 12/82017 DIAGRAMMATIC. AD]USTFOR DRAWN BY ]BA ACTUAL FIELD CONDITIONS. CHKD. BY ]HB ]OE NO 1S2C36 o 21 bo � NORTH SCALE 1 " -20� L11.01 k _ 7" 33.0 1 TREE 1.6" 39.2 4 BED 1.6' 43.1 5 TURF 1.6" 8 45.6 1.6" DRIP 9 47.1 1.6" DRIP IB 21.9 1.6" BED YIATC LINEB- SEESHEETL110S LNo 1.3 7 3/ *34.5 ANN - DRIP 1" 1.5 ",, TREE 49.5 10 17 � 34.5 DRIP 1.6" 1.5 TREE al .o u DRIP 1.6" ��RUa, :CNE<T' p� L�E AnDSCAPE ARCHITECTURE GROUP w U Z W 0 U 0 Lu O W c Z g �; � Z a Z 0 LU Lf) Z 0 Z �o L W V H Z 1 1. 20TATING STREAM A SPRAYS HAVE IADII AF]USTABLE I ARC AND SCHEDULE) L ) COVE (SEE IRRIGATION N AEDULE). COVERAGE AREAS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL AD]UST ARC AND RADIUS s,uou•E° -OR ACTUAL FIELD CIDITIONS, o AND TO MINIMIZE SPRAY OUTSIDE OF BED AND ]URF AREAS. 2. IRRIGATION LINE LOCATIONS ARE DATE 12/82017 DIAGRAMMATIC. AD]USTFOR DRAWN BY ]BA ACTUAL FIELD CONDITIONS. CHKD. BY ]HB ]OE NO 1S2C36 o 21 bo � NORTH SCALE 1 " -20� L11.01 U U � s � . k EV6 evo „o- J LRATCHLINE B -SEE SHEET 11103 J 375 2 . IIIL 5" TREE SEESHEETL1103FOR 'T, 6 ..0 ADDITIONAL ZONES 1.5" TURF 12 23.5 •"'aFF TURF- OFFSITE o q , ,� s r '° L�AnD PIN ARCH i ITECTURE E GROUP w U z w D 0 w w 0 w LU � Z g a d z L Z � o �Lf) cl, W V Z LOTE, . 1. FOTATING STEAM SPRAYS HAVE ADJUSTABLE ARC AND ADJUSTABLE FADII (SEE IRRIGATION SCHEDULE). COVERAGE AREAS SHOWN ARE wIwosPL 1111111 APPROXIMATE. CONTRACTOR SHALL ADJUST ARC AND RADIUS -OR ACTUAL FIELD CONDITIONS, AND TO MINIMIZE SPRAY OUTSIDE DATE 12/12017 OF BED AND TLRF AREAS. 4 2. IRRIGATION LINE LOCATIONS ARE CHAD. BY DRAWN BY ]B "A DIAGRAMMATIC. ADJUSTFOR ACTUAL FIELD CONDITIONS. JOB NO 16X36 o 21 bo � NORTH SCALE 1 " -201 L11.02 I 1� �a 1A �O (S� 4J 28.2 13 TURF - OFFSITE 1.5" SEE SHEET L11.02 -OR ADDITIONAL ZONES l-6\ 39.1 1.5" TURF - OFFSrrE 37.2 14 TURF - OFFSITE 44.5 IS TURF - OFFSIfE 1.5" j ®/ I 0 E� I L�E AnOSCAPE A H TURE RCITECGROUP W U Z W 0 U 0 Lu O z LL z W c � Z a wa z Of O Lu Z O L W V H Z im VOTES'. DATE 1282017 1. ADJUSTABLE ARC ASPRAIS HAVE ADJUSTABLE IRRIGATION SCHEDULE) DRAWNBV ]EA CADIZ (AGE IREASS ONSOIEDULE). JOB BY ]HB COVERAGE ROXIM AREAS CONTRACTOR ARE ]OB NO. 16X36 SHALL ADJUST RC ANDRADI SHALL ADJUST FIARC AND RADIUS AN ACTUAL FIELD CONDITIONS, AN TO AD IZE AREAS OUTSIDE OF BED AND TURF AREAS. 2. IRRIGATION LINE LOCATIONS ARE DIAGRAMMBTIC D FO. R ACTUAL FIELD CONDITIO NS 1 21 11 11 jj NORTH SCALE 1 " -20 L11.03 © p� ©a aM �FVaLVE �aEO�rorva� �, m I U'na °.a aj �--u,l oaaLwvo�a,= ©w mrrw�e�LVUVs a Qs<ati a<vEao. O�MI,.71-1 °a„oE MANUAL rtUBH vALVE- we yUNTER EMITTER W ITH TUBING ON GRADE nn ©„a,a, erae res � o.aaw� �atia - - _1111� -n 11111 ozrvn= ;TART CONNECTION, ABOVE GRADE HUNTER PPLD� «roe I� T Ccd T`_ IN E —11T NLET=TLET 11 =1 =1F 11= 11 =1 =1= 1= 1 =1 =11 1 = 1 =11 =1= rvorss. ow 0 so wc*� Om osroa �aorvoaeawss mmrvs vmairv�ws �so su REDUCED PRESSURE BACKFLOW PREVENTER vr�vsrv�w T ""(lk, a o as >. 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Nre Q C i ano 0 zeaRS oo.. TOO OF 11-IN cuj JQ yam, s <Q MD FLPEFM RE,E, PRT C RO TO NL BR,C DORE D 0 DORE D 0 DATE 06/01/201] REINFORCEMENT Tre E ITEM ' SSS EM HT WIT RENFORCEMENT ITEM -TO. .ENT REVISED DATE wi efts nT. Tn w eRS'e' °C 1 D° . ss 14@11 21 n RETAINING WALL L E IOT T rIRIAELTE AINING WALL RETAINING WALL SHEET 4 SECTION O I 3 SELTIGN OI -LE XX�,w�X.�aoX�w�mXR��.��m,� 1 PRGFI�EGFVERT STEED .roXX�,w�X.�aoX�XX�.XXR��.��s, S2.0 145 SME T 111 11, T ---------- �'A�J Ll I Y T L � T a g6 TJ F1 ----------- L eo Site Lighting Photometric Plan I enitym= SCALE: I = 30' -0.. architecture, inc. .....A50 KettLe Court SE, Sdem, Omgon97301 Winter Springs Retirement Residence 1090 F503 399 0565 w Wn1ty=Wxeaum.wro Winter Springs, Florida HAWTHORN RETIREMENT GROUP 9310 N E V— ... �r M �11 Dr S llt� 200 V_ ... r (3 6 0) 213 ; 5=0 9Fa66(23 6'02, o2l 3 154 0 \ ------------------------- ------- 0 a 0 e —� ,�7 � /7' X45 SUYiE R�TIREMEPIT �" `- fAC1LITY (4 STQRh El III IIT 0 lo, mob, G, G, l- �� -_� -- ,'° IIII��'IIII��'IIII( \ ��°e ems, � � � e — -------------------------------------------------------- T�ET443TPER44�n� v i �I Site Lighting Plan \ I A I DATE: 12/06/2017 lenitym= SCALE: 1" = 30' -0" 7 Winter Springs Retirement Residence architecture, inc. 10 0 Ke[[le Court 5 €, 65Dem, Wn1ty 97301 v 5038991090 x5033990565 WVenlFya'c1u1IeCIWre.WCn Winter Springs, Florida i� BOLLARD LIGHT a LED LIGHT POLE HAWTHORT� RETIREMENT GROUP (360)2;3; so Fa63(2333,o,3,s4° \ STREET TT11IT-IT 111 -1T— T, \ ------------------------- ------- 0 a 0 e —� ,�7 � /7' X45 SUYiE R�TIREMEPIT �" `- fAC1LITY (4 STQRh El III IIT 0 lo, mob, G, G, l- �� -_� -- ,'° IIII��'IIII��'IIII( \ ��°e ems, � � � e — -------------------------------------------------------- T�ET443TPER44�n� v i �I Site Lighting Plan \ I A I DATE: 12/06/2017 lenitym= SCALE: 1" = 30' -0" 7 Winter Springs Retirement Residence architecture, inc. 10 0 Ke[[le Court 5 €, 65Dem, Wn1ty 97301 v 5038991090 x5033990565 WVenlFya'c1u1IeCIWre.WCn Winter Springs, Florida i� BOLLARD LIGHT a LED LIGHT POLE HAWTHORT� RETIREMENT GROUP (360)2;3; so Fa63(2333,o,3,s4° RECORDUESCRIPTION: (PARENT PARCEL) PUBLIC AECC�" CIA— FLORISM KING MORE PARICILARLI DESCABOD AS FOULOWS, DAD (FCR NUE)E IN 3226 LI 7 ENT ON E RECgNkL lx ]r]B' HST ALWG IxEL VSTERNY PRI ONC 5 �.— LFE EC' SAID LOIAA fCR 59]LI�38'AE. LA DI STA IL EE, RECORD DESCRIPTION: (SUBJECT PARCEL) (PER FIDELITY NATIONAL TITLE INSURANCE CDMPANY, ORDER N0. 4976241, CUSTOMER REFERENCE: 21400614CT/21DTD068, BEATING AN EFFECTNE DATE OF SEPTEMBER 21, 21315, REVISED B / ). DAILt HCDROS a HuxOLE [wxlY, NCR 134 HxG ugtE PAID RLr DESCNBED AS FwLGrrs BM"t S3 PIGS 95 ixRU IENCE AT THE WESTERN 11' ROAD CIFCR [MY SID _xnYWNES OnSFCOYIOHED =ETENNIbIUNExT CW ED 1En51ERLY RICA Ci xnY uE Ef H CAL NSTANCE OF I GO FEET THENCE RUN SOUTH — WEST ALONG SAID EAlTOILl GNT OF LME 'JI'Y" E. ¢ RSLRlAN54EJ1OF 1x1E OF GOD FEET THEZCE a]e'W FACRUANHARC DSmIA�NECFK15865 fEEI i0 1xE5Ppxl "IS IF E SIS ro EAST EAST n DISIA ENE � ]WD HST to DISTANCE IOFA5— FEET; lx E2T EE OI'251515HSlln DESinxCEIOC 2R.BtF FE 29'" WEST n "AN" OL 211.32 TEE]; 1HC NICE SOUTH -HT GEIT A DI—E OF —111 FEET TO THE NGRTHEASYSRLI OF Al LINE OF GAYE 2514 l 50'3 GI WEST I LINE SID STATE ROAD 11 IND THE MN ;z x ^xG lATJ _C TS Dx P ]BBB. PAH JD N�TY,�LCRID FEET; THENCE DEPARIND SID NORTHERLI NOUN NORTH WEST 72 � FEET THENCE NORTHWESTERLY ALONG THE ARC OF SID CL— AND SID 1ESTORLI RIGHT OF .1. 71ROUGH A IF IDA 'JY22HXOR 89313` EAR FEET. IIENCE NORTH TA_ 111E PDNT OF H THENCE ALONG SID LANDS SOUTHIESTERLI A68 G.T F IMI. SEOSUS F3B a'I ce'SEASI�nSIO15lAxE�aF 68999 rt l TO SHEET 1 OF 3 ONE IS NOT COMPLETE WITHOUT THE OTHERS LEGEND UNLESS OIHERMSE NOTED I - T CA 11 RIGHT OF WA, ME - OLTICIAL RECDPoS OF UKE COUNTY P.M. = WMFESSIONIL SURVEYOR & MNPPER - LICENSED BUSINESS (y -DEED DNENSION - FOUND 5/8" IRON ROD & CAP - LB 5091 fc) - CAL. TED DMENSION O = FGUND 5/8' IRON ROD & GP - LB 4709 - FOUND 4" x 4" CONCRETE NdIIIMEXi (NO ID.) IT) = FIELD MEASURE 1 ® � SANITARY MANHOLE p - sC D • = —ARY GUEANDJT ® - GREASE MANHOLE WATER METER I. - IRRIGAi ON CONTROL VALVE ® = DRAINAGE MANHOLE = Si0RM1 D&AWGE INLET _ I = TELEPHOIIECSOX el ♦ - E MARKER ®L - STORM GRN1. GRATE - ... — ELEVATION - ELECTING BOX p - CABLE BOX LINE p = E MARKER - POLYMNYL CHLORIDE - REINFORCED CONCREIF PIPE PIPE Rrw. - CDWRU -- NPOLLYE GAS IGN THYL AERIAL ELECTRIC ENE _- E POL xM — — NDERGRWND ELECTRIC — — UNDERGROUND WATER LINE - CUY ANCHOR - Nc UNDERGROUND SANITARY SEWER UVE CAS TIER ELK _ UNDERGROND LINE �/� =BROKEN LIRE; NOT ORAWX TO SCALE YARD D.R,VNST = DENOTES CONCRETE • YARD LIGHT © - .RIVING SPACE AMGUNT _ DENOTES ASPHALT SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA CITY OF WINTER SPRINGS "WINTER SPRINGS RETIREMENT RESIDENCE" NOTES CORRESPONDING i0 SCHEDDLE 141TEMS: ABSTRACT INFORMATION WAS PROVIDED BY FIDELITY NATIONAL TILE INSURANCE COMPANY, DRDER N0. 4976241, CUSTOMER REFERENCE: 214G0614CT/2037OO66. BEATING AN EFFECTIVE DATE OF SEPTEMBER 23, 2015, REVSED THE FOLLOWING SCHEDULE B-11 ITEMS ARE NOTED RELATIVE TO PARCEL: ITEM 5: MEMORANDUM OF AGREEMENT RECORDED IN DFFICIAL RECORDS BOOK 3988, PAGE 1061, AFFECTS THE SUBJECT PARCEL, IS BLANKET IN NATURE AND NOT DEPICTED HEREON. IEM B: DRDINANCE ND. 2013 -12 RECORDED IN OFFICIAL RECORDS BOOK 8265, PAGE 1092. AFFECTS THE SUBJECT PARCEL IS BLANKET IN NATURE BASED ON DEPICTION ON EXHIBIT ON SHEET 1099, AND IS NOT DEPICTED HERON. IEM 8: MATTERS AS SHOWN ON THE SURVEY PREPARED BOY JCH CONSULTING GROUP, INC., DATED FEBRUARY 18, 2015, AS REVISED MARCH 18, 2D15, UNDER JOB ND. 14192. I) A BILLBOARD DEPICTED ON PROPERTY WITHOUT THE BENEFIT OF APPARENT EASEMENT DR AGREEMENT. ITEM 9: ORDINANCE ND. 2015 -09 RECORDED IN OFFICIAL RECORDS BOOK 8454, PAGE 361. AND OFFICIAL RECORDS BOOK 8454, PAGE 365, AFFECTS THE SUBJECT PARCEL AND IS DEPICTED HEREON. zONING oAIA URIIfY CONTACTS: PER RANDY WOODRUFF, AICP, SENIOR PLANNER FOR CITY OF WINTER SPRINGS INTERNET, CABLE T.V. BRIGHT HOUSE NETWORKS DECEMBER 1 2014 PHONE, FIBER: CONTACT: ELENE HERNANDEZ SUBJECT PARCEL S ZONED TOWN CENTER 1 -407 -532 -8092 DISTRICT TRANSECT 5 WATER, SEWER, CITY OF WINTER SPRINGS STORMWATER CONTACT: CLIFTON MULLIS RECLAIM WATER: 1- 407 -327 -7588 FRONT G -B FEET MAX ELECTRIC: DUKE ENERGY SpE D -24 FEET MAX CONTACT: US" - 800 -778 -9140 REAR 3 FEET MAX GAS: FL PUBLIC UTILITIES MINIMUM BUILDING HEIGHT 2 STORIES CONTACT: MICHELE RNERA 1- 386 -668 -9338 MAXIMUM BUILDING HEIGHT 5 STDRIES TELEPHONE: AT &T /DISTRIBUTIDN CONTACT: USIC - 800 -778 -9140 OBSERVED PARKING: NOTES: NONE 1. DATE OF FIELD SURVEY: DECEMBER 3, 2014. 2. SUBJECT TD RIGHTS OF WAY, RESTRICTIONS, EASEMENTS AND RESERVATIONS OF RECORD THAT ARE NOT SHOWN IN THE PROVIDED PER TITLE COMMITMEM ORDER N0. 4976241, CUSTOMER REFERENCE: 42140D614CT/23070066, ISSUED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, BEARING AN EFFECTIVE DATE OF SEPTEMBER 23, 2015, REVISED — /__ /___ PUBLIC RECORDS NOT SEARCHED BY JCH CONSULTING GROUP, INC. 1. UNLESS OTHERWISE SHOWN, UNDERGROUND IMPROVEMENTS NOT LOCATED. 4. THERE IS NO OBSERVED EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, DR SANITARY LANDFILL. 5. BEARINGS ARE ASSUMED BASED ON THE FLORIDA EAST GRID NAD -81, (20 11 ADJUSTMENT). 6. ORIENTATION FOR THE IMPROVEMENTS SHOWN HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7. ADDITIONS DR DELETIONS TD SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CD SENT OF THE SIGNING PARTY DR PARTIES. B. THIS SURVEY DEPICTS THE PROPERTY AS IT EXISTED ON THE SURVEY DATE, NOT NECESSARKY THE SIGNATURE DATE. 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT OF THE PARTY(IES) NAMED HEREON, AND SHALL NOT BE DUPLICATED OR RELIED UPON BY ANY OTHER INDNIDGAL OR ENTITY WITHOUT AUTHORIZATION FROM JCH CONSULTING GROUP, INC. 10. UNDERGRDUND UTILITIES SHOWN HEREON ARE BASED ON SURFACE EVIDENCE OF LOCATIONS PROVIDED BY IRTH ONE CALL TICKET N0: 32140881. LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON WERE NOT VERIFIED BY JCH CONSULTING GROUP, INC. ORIZONTAL CLOSURE FOR SUBJECT PARCEL IS /64,G00. 12. THERE IS NO OBSERVED EVIDENCE OF PROPOSED CHANGES IN STREET RIGHT OF WAY LINES OR OBSERVED EVIDENCE OF RECENT STREET DR SIDEWALK CONSTRUCTION OR REPAIRS. 13. EXCEPT AS SHOWN HEREON, THERE IS NO VISIBLE EVIDENCE OF EASEMENTS OR RIGHTS OF WAY ACROSS SUBJECT PROPERTY. 14. ACCESS TO THE SUBJECT PROPERTY IS OBTAINED FROM STATE ROAD 434 (A PUBLIC RIGHT OF WAY). 15. WITHOUT EXPRESSING A LEGAL OPINION AS TD THE OWNERSHIP OR NATURE OF THE POTENTIAL ENCROACHMENT. THE EVIDENCE, LOCATION, AND EXTENT OF POTENTIALLY ENCROACHING STRUCTURAL APPURTENANCES AND PROJECTIONS OBSERV ED IN THE PROCESS OF CONDUCTING THE SURVEY ARE SHOWN HEREON. 18. THERE IS NO OBSERVED EVIDENCE OF CURREM EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADD TIONS 17. THERE WAS NO APPARENT WETLAND DELINEATION DONE ON THE SUBJECT PARCEL AT THE TIME OF THE SURVEY. 10. THERE IS ND OBSERVED SURFACE EVIDENCE OF OF CEMETERIES OR FAMILY BURIAL SITES. 19. TOPOGRAPHIC DATA AND TREE LOCATIONS ARE BASED ON AREA AS SPECIFIED BY CLIENT. PARENT PARCEL m SCALE I" = 400' smoHYL xm' POINT OF COMMENCEMENT SID9LYSY Sxm' .� UDI w¢ s YC( 3YXr1pmY rri,f� /� GIN-1Y —11 Sx3TY ]r)s,'J 5NY951£ (AWAY SxYTJWY SSGN \ / / Sm25Y51Y Plixl xmwltfT BSm'1 SW1HN xmY]]WT 9RAJ 9^ \ r,nu �� xm5]1x1r lu 90 a-]oRR POINT OF Of BEGINNING — C, PMU I �A Tsercr Pnnm) \ �xwlx[v STxx nnrD UL X� Dx rG rf�\ ] W "Plylm—M" MY IN PROPERTY DATA: OWNER: SCHRIMSHER LAND FUND 1986 -11 LTD., F /K /A SCHRIMSHER LAND FUND 1985 LTD PARCEL NO: 26- 20- 3G- DAR- EADO -DOBD OWNER: SCHRIMSHER LAND FUND 1986 -11 LTD., F /K /A SCHRIMSHER LAND FUND 1985 LTD & SCHRIMSHER LAND FUND V LT EML PARCEL NO 26 -20- 313-DAR -AGO -00011 OWNER: SCHRIMSHER LAND FUND 1986 II LTD HAL PARCEL NO: DB- 21 -31- 300 -001A -0000 OWNER: SCHRIMSHER D FUND 986 II LTD ETAL PARCEL N0: DB -21 -31 - 300_0028 -0000 fLOOD CERTIfICARON: PROPERTY LIES IN FLOOD ZONE "X" - AN AREA OF MINIMAL FLOODING PER THE FLOOD INSURANCE RATE MAP NUMBER 12117CO16DF, EFFECTIVE SEPTEMBER 28, 2007. WINTER SPRINGS DISTRICT PROJECT STATE READ 434. WINTER SPRINGS, FL 32708 BASED ON FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 4976241. CUSTOMER REFERENCE: 4214DD614CT/23D70066, SEPTEMBER 23, 2015. REVISED SURVEYOR'S CERTIfICARON: TO THE HANTHDRN DEVELOPMENT LUG, A WASHINGTON LIMITED LIABILITY COMPANY, FIDELITY NATIONAL TITLE INSURANCE COMPANY, AND SHUTTS AND BOWEN LLP. THIS IS TO CERTIFY THAT THIS MAP DR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORGANCE WITH THE 2016 MINIMUM STANDARD DETAIL REDUIREMENTS FOR ALTA/NSPS LAND TITLE SURV EYS, JOINTLY ESTABLISHED AND ADOPTED BY Al-TA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 6(B), 7(A). 7(B)(1), 7(C), B. 9, 10(A), 11(A), 13, 14, 16, 17, 18, 19, 2D(A), 21 AND 22 OF TABLE A THEREOF. 9GN41URE GAIF CHRISTOPHER J. HO SON aWS•m2o.rox REGISTRATION 0. S 8551 IN THE STATE OF FLORIDA GATE OF SURVEY: FEBRUARY 18, 21315 DATE rml wN.v MmouF mE GGMII.RE Ar» 111 �We 1 MOSED -1 ROF I FOG GSN 11 HERD tGU 2 �1BAID NIPPER V , U J J Z ~ W H 1 a00 J r W W N W d tn d 0 Z M Z H W F O a a D—f JOOFA00R5 N r �- -- - - - - " -__ -- _ 1 —a— — — _ xl STATE ROAD 434 x _ M�mn omnmuc� acxaN.c�omn�mN � i A�o-zvcr ms,o-»� E ...'ryl -TOI4' L- 19.4T' m �i I,;8 e .� / -CON amkav R-JX11 S1' R- JlO1JJ' \ \ (oa) �aoe ,� h- 0'18'61" A- OTB'Ln` C8- 55n9'Ilw [B- 56U)39w \� \ a�,�x_•aja� CH =TH34' 01= 19.4T' qqq g m iMVa�t N�MimmUr�PSre a,ico- van�nro y \� 9\\ \Areatza�wxc��rec laoryry ¢M )0e IN �Cr9A4 ' u /x\\91Jg t PPT'.�T°11" � t �a7Q'02J1T � 0 5N" mov eCa� . vn¢ 5 revNO t w roxccca l(e s a) \ ���\ NOJDJbST 666T' (0) 34' =MJ4' Ro-J)0131' - 01851` `oirnu �`�ro I�, re= ssne'rlw ne15HrIw TreJ'(c� �$ NHB5656w 11.BJ'IDJ `6' �xuNKTCrvte �-Y % / uxu us waw aMrsni eusNC� of 519'1 .p1199 \ y.x ,: \e e n2 r �` Lswx[TVasrei <,eo�iia� - _ PD1NP OF B6DINN/NC IIIIIIJJJJJJ mx o S�oOVARaC a cw PORfYDN OF PARCd'LS N0.'S H6- TD- 3�0` -6AR- 4100 -OOBR \ \ '- �� OB -TI -HI -800 -0028 -0000 I \ \ 4.86 ACRES, HORS OR LESS �I I i¢ ♦S c lcvr �nM \ o 1 �d 11 INIIIN 3w \ \ , xomn , 4Pn sss 1 I nJ95DT6w s6DaD' _ r Ro-'o°TJ'J_J ` ,9 sr„muss )oN.N� ro-nouN�fL�,fR)°`�" R R4'1) �`� .4101.33' \5 CB= NJ11UIw rovvo ax+ camres H�vwTxi ` \ \��y \_ /- �a\ p1= 3IXlJl' \ i i SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, \\ , SEMINOLE COUNTY, FLORIDA CITY OF WINTER SPRINGS A / "WINTER SPRINGS RETIREMENT RESIDENCE" SHEET 2 OF 3 \ _ -- - -- - -- ONE IS NOT COMPLETE WITHOUT THE �Y/ OTHERS gd �g TW�s�'�reN na�a; i �u RR �\ EGENO UYLESS ORIERWISE NDTED � y-0 y � L - REINFORCED CONCRETE pPE iT48.74' S S ,P� \ WWS Y _ ELECIHIC JUN.. BOX - EXE J'41'11" CENIERLM'E IX ..T OF WAY - FROFESLONL SURYEYgi H N4PFER ® GBLE BOX - CORRUGATED METAL FK — 11Jl'4)w M O xp - LICENSED BUSINESS p = GS LINE MIRXER _ OENStt PIXYEMtt tl1=636.i)' �NA = OFFlCU RECORDS OF SEMIxIX C uxtt ry) -GEED gNEN510N ----= L ELECiR4C - EwNDLS/H• I— RDD a aP - e 6D91 m = aLCNUreo gNExs w0�OD PDT pDLE — — = UNDE —OLI D TELEPHONE LINE N3 $& - FOUND 5/8" IRON ROD @ dPE -OLB 4)09 Ol - 2N MEASIIREMENT� — —= xDERCHOUxD ELECJRYC a L= 53191' '�:Y SA TRY IXE P =METAL LIOIT POE NE �N vO • - —NO 4" • 4` CONCRETE NONL&ENT (NO ID.) ® x1 a xa x GUY ANCHQR — — = UNOERGROIIND IYAIER LAVE R= 1148)4' a�u roreaioore / -SET 5 /B` IRON ROD •CAP - LB BO)I ® REFLECTOR x d - IL BOX — — UNOERGPoIIND EORCEMAIN LANE d= iJYiS` - GREASE I—E W WATER YAL9E —1° — ° gvDERCROUNO FlBER OP11C LINE CB= NIT'ST'JOw rclmm s/a ".SON a s rw = wATER uEIE ® - OR11N1GE N4NHOLE __ BROKEN LINE; NOT DR1WN TO —E CH= SJ;69' (ie cna) I—ON = THOSE gBBCOxTRIX wLK =STORM DRAAWGE INLET YARD DRAIXST - - DEXOlES CgICRETE ® - --ONE BOY ®[ FJx rt00R EtEla TE YARD LIOHi :.;.• ,. ♦ = Fl9ER OPRC —E ANRKER xxy., = pOLYNNYL CHLORIpEROx © PARKING GFMCE AMOUNT = DEXOlES ASF4gLT m = ELECTRIC EXIX x4*NwO WYNVm. »i, P am J Z ~ W H L 0 � d a00 W y a W W y p9 � Z = Z y K O a a x J.O—# td ` dr \r4f FF'i Fri F FF F OWIV F F � L= 300.29' R= 370733' \ / 4= 43827" y* CS= N475'36 W / CH= 300.21' �* (0) /+ L=300.39: j 4= 438'33" CB= N372'01 "W /* CH= 300.31' SECTION b, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA CITY OF WINTER SPRINGS "WINTER SPRINGS RETIREMENT RESIDENCE" SHEET 3 OF 3 ONE IS NOT COMPLETE WITHOUT THE OTHERS LEND uXLE55 O1HEFm5E 1- 53 9 4 710811E . S}9 ,. 47� 6999 (F) � F o/ �F /Awl r�i ,." '` � F �F �� ✓' ;`� e° * N3950'26"W 656mon11 4,3d``,�,ly Fig. F .� 6;,„• rV ' ,e ms ; F F r'.r` 7 A'v oaf F •rye% \`�` \Q��� v�\ y8,ae �7°�� 3T FFf �` t � x.4'6' �� � � ✓!f �� ✓` €�� �€s3f� � �F i --_------------ etf c ,uxenaa eo. ..Ga - REINFINtcEI) COXCREIE ^� �\`\\ --- -- - - - - - - -- - - - - -- �} C£DAR aft CHERRY ® cnw r E m ao Ni v L11 IAI MAII } Mn A 0 MSC � PEE r A—, ERRr XIGI1 METAL FPE OENAtt P0.YEMnENE 1L EI.ECIFIC FGPoUND 1ELEPH0XE LIRE ta5o FCiPoUND ELECTRIC LINE LRR-- =53744 \ ^ R= 2748.74' a 134137" r \ >r J W Z J Z IL ~ W F z 0 0 Q r W V1 W W H Z Z � N � a 0 a a x �.oN%iaa RECORD DESCRIPTION: (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY. ORDER N0, 4976241. CUSTOMER REFERENCE. 421400614CT/20382382, BEARING AN EFFECTIVE DATE OF MAY 15, 2017. REVISED MAY 19, 201].) PARCEL T' CoaDED IN PLAT F.1 1. PACE s of THE PUBLIC RECORD_ A LAOS D (_EEUY 4 BRANTLEV AAENUE) As RECONIED IN OFFICIAL REGOIDS EOEV 1221, PACE raze IF III P—A RECORDS, THENCE RUN NORTH 1911 TS WEST A235EC - FOUND /z' ITN reoD az RRI (LD ADS IHEDLI 11111 IF -1 LINE IF 11IN ITIIE 1111 111, ILII IENI TIE 11INT I A'�[sry Er L ,a NP1(LE 2672E3) AND CO A' ?(s AL R2F)AA '0,14K lllNlR`EAlE.INlURF HE G NTH(LR 1672WRAN IF F - IF FLY BLOND T THE AAA C H AP (L1 eo,1)E IN THE END THS /eE P AP (LE .11)1 AND TIE END OF WAR INCRE FLEN` =,a R AP1(LE RD71) THENCE NORTH IENTIAT ADDLE CE4,2,1']2 PART FAR DsAN1E SF TT.DE ETD S/" D cw (L1 eon) AND TDN IE IFS1ESAD ISM ITEHL,'S �ooEHwA02oF2 sA OASATE MAP nT)I D 1/2 IRON HD (LE ANN R, 3031 wFS FoR A DIA-01 DF Tie eD FEET TD A FDUND 4 eR IND011TE MENHEIN (LR e723)SIND T. THE ISHI rtsERLV 1DCNER DF (L1 ,2E) ADS FEET, THEN I P De02 FD1 A DISANIE EF FEE, TD A ESTT "s /e alISH a oD NDH«P"(LI SP71) INo TIEHP—T AT NEGNNIAAI° T ENIE DSNTINUE LDND -111 S7 12 11 AEST. A DISANIE OF 111 FEET 10 A sn s/W IHDN HDD AND Fm (L1 eo,1), suo POINT EE1NC DN A -N ,ANCEN, 1111E s /e-11DN 1a m (L1 Dm'7 AND ,D Tn CAST 3o T e IR IS RE B1 I) D 0 H E sANC IF TF sia' IRON AP aR 1o,",r ":H s /a' APO (te a1n] , D1"' R PP (LEET907I), 5 PARCEL EL 5: SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA CITY OF WINTER SPRINGS "WINTER SPRINGS RETIREMENT RESIDENCE" NOTES CORRESPONDING TO SCHEDULE B- 21TEMS: FED ANSTPACT INFORMATON WAS PASS BY FIDELITY NATIONAL TITLE INSURANCE CDMPANI, ORDER No C076241 1 TIE H 4C 20EMS38a R MAY 18 2017 REVISED MAY 1q FFAEECE� ITEM I MADIVAN EPA PARCEL 1, PLANDET IN NATURE AND NET DEPICTED LEFERN. ITEM 6. IPDNAN S BLANKET AN D2 SR NOTRDEP CTED HERON. RECORDS EACH 8265 PAGE 1092 AFFECTS THE SUBJECT PARCEL ITEM 8 MATTERS AS SIO W N ON TIE SURVEY PREPARED BOY TO' CONSULTING E—P. N .. FIELD DIED MA Cl 21. 2CI 7, ST REVSED PP 0) A B W BILLBOARD DEPICTED ON PROPERTY THOUT THE BENEFIT OF APPARENT EASEMENT OR AGREEMENT, REM g AND OFFICIAL SO AN A RECORDS ITEM IF: TEMPORARY ITLITY EASE MENT PC .. FED N IFFIEST RECORDS 1111 PACE III A ENDE I " AMENDMENT OFFICIAL RECORDS EDGE 8846, PRE 1604 AFFECTS THE SUBJECT PARCEL AND DEPICTED HEREON ITEM 11 1INATIN EAlEMENT RECORDED N OFFICIAL RECORDS F.CE 111C, PACE 111, DOES NOT AFFECT TIE SIFTECT PARCELS AND A DEPICTED HEREON ITEM 12, FED A ' AND FORD "N' A F ME MO'AND 'M IF A' lEEMENT RECORDED IN OFFIREAL FED.— lC.KI XICI PACE 114 AFFECTS TIE STATE AT PAIDE LS AND A BE POTED HE 'E.N UTILItt CONTACTS: xONING DA PER RANDY WOODRUFF. ACP. SENIOR MILLS 1-7-532- UE92 SUBJECT PARCEL IS ZDNED TDPAN CENTER RECLAIM WATER. 1 -407- 327 -7588 bETBACKb: ELECTRIC DIKE E BY FOIN 1-1 FEET MAI CONTACHEI ORD 1-3— 6 IF P33M MINIMUM BUILDING LEIGIN 2 STORIES TELEPHONE: ATIEFFISTRIBUTION MAXIMUM BUILDING HEIGHT 5 STORIES 1- 800 - 778 -9142 OBSERVED PARKING: NOTES: NONE 1. DATE OF FIELD SURVEY: MARCH 29, 2017. 11 BE BOWEN COMMITMENT ORDER No 497,241 CUSTOMER REFERENCE. P'OVDED 4CT /2E3 DATE OF REVISED MAY 19, 2017 PUBLIC RECORDS NOT S Y JCH CONSULTING GROUP, INC. 3. UNLESS OTHERWISE SHOWN. UNDERGROUND IMPROVEMENTS NOT LOCA ED. U LANDFILL. 1, BEAINGI ARE ASSUMED BASED ON TIE FLORIDA EAST AID PAR 3o(201 DAN 7 WRITTENS CONSENT OF THE SIGNING ERVEY MAIS BY OTHER OR PARTIES. IAN THE SIGNING PARTY OR PARTIES IS PROHIERED WITHOUT T" 11FEREY DEPCTI THE PC 'PETY A' T ED 'TED ON THE .. VEY DATE NOT DEC C "PRECT 'A' BEEN CAP PAIED FDIC TIE EXCLIAVE BE NEFT OF TIE RTY(IES) NA BE DUPL CATED DR BELIED LEON By ANY OTHER NDVIDUAL AD ENT GROUP INC 10, UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON SURFACE EVIDENCE OF LOCATIONS PROVIDED BY IRTH ONE CALL TCKET NO 12141111, LOCATIONS OF UNDERGROUND UTILITIES 11-N FEIE.N WERE NOT VESPIED I 1 1, HORIZONTAL CLOSURE FOR SUBJECT PARCEL IS 12 D 66 STREET RIGHT OF WAY LINES OR OBSERVED EVIDENCE 2 OF ERECE NT NSTREET OBSERVED SIDEWALKCCONSTRUCTIONEORCREPN CA.IN 13, EXCEPT AS CIAWN FEREON, "ERE IS NO VISIBLE EVIDENCE OF EASEMENTS OR RIGHTS OF SEAT ACROSS AUBJECT PROPERTY 14, ACCESS TO TIE SUBJECT PRDPERTY IS OBTAINED FROM SHAVE MEAD 434 (A P LL ENT OBSERVED IN TIE PROCESS OF CDNDUCTING TIE SURVEY ARE SHOWN FEIEDN. 16, THERE S NO 18. TIERIE IS ' N DAPRA ED SD RFA N EDEENOCE ON DFCURRENT E METEARTH E RTES 1 E ILY SIDE BURIA SITES. IRE OF UTIE SURVEY BUILDING ADDTFNS PARENT PARCEL SCALE - 400 o POINT Of COMMENCEM ENi oaW55w JSW ,2W �F ..W, IF eCGr 51 . v.C[ = swop GOf tr5ae i � 59 w 3 e. 2 96S52t[ Pn.Sa'l �ns�9nc r,c. '—C2sxw w I'll \ l ! swzsre w 2,z1r X452 '—GA1111 , XPI 11 AT t. rvo3 «szr �a °m9 �Tr O rw.s'ss rs'u' .x\ vttt \ rr 306" POINT OF BEGINNING IS,—, vW A 2245 74 �T,y¢"b �14 ��u tMT Ol HATE RaM 4Ju 5X�° SWE' ar w rOTrs tNrt w nATC reas0 AT< PROPERTY DATA: 5 -II LTD.. F /K /A SCHRIMSHER LAND FUND 1985 LTD A FLOOD CFRnFICATION: PROPERTY LIES INSURANCE M NUMBER t 1SEPTEMBER N FLOOD ZONE A AREA OF MINIMAL FLOODINGPER THE 200], WINTER SPRINGS DISTRICT PROJECT ITAT ROAD BASED ON FI DEL I Ty NATIONAL TITLEE CAP RNSURANE COMPANYB ORDER NO. 4976241. CUSTOMER REFERENCE: 421400614CT/20382382. BEARING AN EFFECTIVE DATE OF MAY 16. 2017, REVISED MAY 19. 2017.) SHEET 1 OF 2 ONE IS NOT COMPLETE WITHOUT THE OTHER SURVEYOR'S CERTIFICATION: TO T " E LA-11N DEVELOPMENT L LCTIA B"IL101'TEN L� PdITER UAMILITI COMPANY FIDELITY NANGNAL TILIS S TO TIFY THAT THIS MAP 11 FLAT AND THE SURGE Y ' N 'IT ' IT T ' BOB ADS LAND TITLE 6()R BOB), JIOW L 7(B)(1)L 7(C). 8, 9. 10(), 11, 13 . 14, 16, 17, 1. . 19, 20, AND 21 OF TABLE A THEREOF. aao SE IE h a L�- (ti L V U W ZJ W F D � � a00 J � W In W W d H Z Z Q H K 0 J Q F Q J.O.p 14102 WOb t4102ADDR9 497E ' (F) JWT CC2 37'29*W A1.1-1111 1 11141 1 AD 111T NO, 0, I A 11 I'll ILA. 11 '1 1 m xns 1 1- A O — — — — — — — — — — — — — — — — — — pal STATE ROAD 434 z Z I/ ?YGPN� AD, ll'p _X., All, I'll 1111 211 .. ... B11.1 GON, ENDE I., X. 1XI-11 PE, p sa 11 NTRI G, REI GONE I. INAT 11R, 1 113, "Al oF D. 11111117011i'11=11"(1111 OF I 'AGE, I PI 11 AGIG —TO I ml-------------- ---- ------ me 7(F" A I Alff-l-EP P, 'E" `= 1114 AL AL A A, '.11 "If "Rt 9 EA., k 2'11-� 4.W LINDA PpDL X N I I - 4Y59-W -If GRAIII 1. Dl_ 'RE TAX ITRI-11- IT, X"'All EF-1 10. -1 IAP ALL ......... I AT, B_ TAX vrAr T All I PA. 1 011 LARNA 1) III D "LIP"'D OF LB APA L- ILRE PAP-1 I ll� 11111D LOR, I 707 4113'2 AT, =,Op)-- 'J6 _111-011 AT, — 1-1 EIII I'll 1- -TON Ill ` A d El Ilf R1111D '�' _`AlPPL as A, A -111111 RAIRL 4 16. 11. ERA 11,Clll-Rl-l;I- 101"'I PIPT 39' 1 A 11-ID I 11PDARITV GONAI IFPjolI5AR= D01117 LIN 11 4=7 l'l`1_A2" �-'12' X..L -a A I GIEL GO IN NO, ERA I I If, I I'll SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, f n,�, SEMINOLE COUNTY, FLORIDA 11"O'l CITY OF WINTER SPRINGS I-ETE11111 X PA 2 ' `All XIIAP IlAll "WINTER SPRINGS RETIREMENT RESIDENCE" MLAGIP ELAGE BOA-RD A 1 11 - LARGA, 1-1 AL ERAA SHEET 2 OF 2 LGE452 A ONE IS NOT COMPLETE WITHOUT THE ,b 14 I3E XNAT I NN, LFGFNO LOPEll P-1.1E 71P OTHER D CONCILETE PIPE (ILL ELECIRIE CTION BOX P"N ... ` TAL PIPE LA44- CENTLPLINE - P OF VAIY PREFEGLIONAL SURNEPOR & LAIPPEP CABLE GO, CX11FOATED VE R- 4&74' GINILAT OF WAI LINE LCE,,EG RUSIESS 1111 171 11 1- lAllEl , DEENDL 11LIETTA- =L,11,ECIIDNI 11DIE'll'NAILE C111 11 DELECD,=IDINE " , NIN AE AL LECTRC DO XG LB "I XG 'A A, N G D 11WE 11LE UlDEl_UlD EELE1111E LEIE 11"t'47EW 37.97' 11 IIELI lEll"ElE'T L L'A, 'OLE .. EN "D L CXNC LIN R- 1116.11' CH -53G I1' RAIRTA" " FOL W-A 7' A FOUN' EAN .. ET`E '�ZPGFIEIT DIX ID I @ I ANIH01 .1 —11 I.ND 4 4 IGNCI N E 111EIR111D WATER LIE AAX, LAI LABING "DERRT,,G FORCE-N LINE GET 518 'RON ROD ' CAP - LB 8071 AL G'FFELA5CE7EPNH0LE A E 7" LEE "TER "IETER I E IANIOL W' `LV �IN�"EEN'RI"N'INDNFO"EDR.WN TAL'NIGALI 1 IRRIGATION CONTGOL LAL%IE =lXANNARE INTEL FIRE FID AN A "o" PARD DRAl- XENDTES CONCRETE I TELEI= ITE- E TTE =11L�"ITIADE OUNT A IIRRI AlIll LALXE FN"H =ELEVA' ON DENOTE— A ELECALLP LP, IXLTVINLA GHLGIIIE I G A I LD 6 A -A u Z ZOO > CL > Z Z re •1 ^ z I- or END ARGA ART) PO OF PAR— NO. 2000-0- 4.90 ACRES, dlORE ON all 1111 RAIR 21 AGNAII.IIINA Aulry z- G ,AA. ITT '1 01 RNAGOT1 "'N1,1IIALl GIRLIGAl"IPAR A" 1111AI -9 2- "_I IPXR, _p EADIAL A DI 11 -11 IFIL 1 ft 130.00' 32'22' CB- N1091392 OAA ,=,,,PN,,, r"A' rcmrtns Bear svax RANI "I L�- 71 5/86' T 1)) (I, -D .,0 -w CH -1317' 112 LPE AID l`='Dl'1'XN, �_p Z.1111 11 11 A I Alff-l-EP P, 'E" `= 1114 AL AL A A, '.11 "If "Rt 9 EA., k 2'11-� 4.W LINDA PpDL X N I I - 4Y59-W -If GRAIII 1. Dl_ 'RE TAX ITRI-11- IT, X"'All EF-1 10. -1 IAP ALL ......... I AT, B_ TAX vrAr T All I PA. 1 011 LARNA 1) III D "LIP"'D OF LB APA L- ILRE PAP-1 I ll� 11111D LOR, I 707 4113'2 AT, =,Op)-- 'J6 _111-011 AT, — 1-1 EIII I'll 1- -TON Ill ` A d El Ilf R1111D '�' _`AlPPL as A, A -111111 RAIRL 4 16. 11. ERA 11,Clll-Rl-l;I- 101"'I PIPT 39' 1 A 11-ID I 11PDARITV GONAI IFPjolI5AR= D01117 LIN 11 4=7 l'l`1_A2" �-'12' X..L -a A I GIEL GO IN NO, ERA I I If, I I'll SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, f n,�, SEMINOLE COUNTY, FLORIDA 11"O'l CITY OF WINTER SPRINGS I-ETE11111 X PA 2 ' `All XIIAP IlAll "WINTER SPRINGS RETIREMENT RESIDENCE" MLAGIP ELAGE BOA-RD A 1 11 - LARGA, 1-1 AL ERAA SHEET 2 OF 2 LGE452 A ONE IS NOT COMPLETE WITHOUT THE ,b 14 I3E XNAT I NN, LFGFNO LOPEll P-1.1E 71P OTHER D CONCILETE PIPE (ILL ELECIRIE CTION BOX P"N ... ` TAL PIPE LA44- CENTLPLINE - P OF VAIY PREFEGLIONAL SURNEPOR & LAIPPEP CABLE GO, CX11FOATED VE R- 4&74' GINILAT OF WAI LINE LCE,,EG RUSIESS 1111 171 11 1- lAllEl , DEENDL 11LIETTA- =L,11,ECIIDNI 11DIE'll'NAILE C111 11 DELECD,=IDINE " , NIN AE AL LECTRC DO XG LB "I XG 'A A, N G D 11WE 11LE UlDEl_UlD EELE1111E LEIE 11"t'47EW 37.97' 11 IIELI lEll"ElE'T L L'A, 'OLE .. EN "D L CXNC LIN R- 1116.11' CH -53G I1' RAIRTA" " FOL W-A 7' A FOUN' EAN .. ET`E '�ZPGFIEIT DIX ID I @ I ANIH01 .1 —11 I.ND 4 4 IGNCI N E 111EIR111D WATER LIE AAX, LAI LABING "DERRT,,G FORCE-N LINE GET 518 'RON ROD ' CAP - LB 8071 AL G'FFELA5CE7EPNH0LE A E 7" LEE "TER "IETER I E IANIOL W' `LV �IN�"EEN'RI"N'INDNFO"EDR.WN TAL'NIGALI 1 IRRIGATION CONTGOL LAL%IE =lXANNARE INTEL FIRE FID AN A "o" PARD DRAl- XENDTES CONCRETE I TELEI= ITE- E TTE =11L�"ITIADE OUNT A IIRRI AlIll LALXE FN"H =ELEVA' ON DENOTE— A ELECALLP LP, IXLTVINLA GHLGIIIE I G A I LD 6 A -A u Z ZOO > CL > Z Z THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony Garganese City Attorney of Winter Springs Garganese, Weiss & D'Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 (407) 425 -9566 DEVELOPER'S AGREEMENT THIS DEVELOPER'S AGREEMENT (the "Agreement ") is made and executed this day of , 2018 by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation (the "City "), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and WINTER SPRINGS RETIREMENT RESIDENCE LLC, a Washington limited liability company ( "Developer "), whose address is 9310 NE Vancouver Mall Drive, Suite 200, Vancouver, Washington 98662. WITNESSETH: WHEREAS, this Agreement is related to certain real property located in Seminole County, Florida, on the south side of East State Road 434 adjacent to the Cross Seminole Trail Bridge, Winter Springs, Florida, being a part of tax parcel identification number 26- 20- 30 -5AR- OA00-008H, and more particularly legally described on EXHIBIT "A ", which is hereby fully incorporated herein by this reference (the "Property "); and WHEREAS, the Property is currently designated Town Center on the City's Zoning Map and Future Land Use Map with a T5 transect designation; and WHEREAS, the Developer desires to purchase the Property and construct a 145 unit adult congregate living facility, as more specifically described herein; and WHEREAS, in furtherance of this desire, the Developer has obtained four special exceptions for an adult congregate living facility, as initially approved by the City Commission on June 8, 2015, which approvals have been extended in accordance with this Agreement, and has also filed with the City several development permit applications seeking approval of final engineering plans and aesthetic review for the proposed adult congregate living facility which is generally described above; and WHEREAS, in furtherance of the special exceptions and development unique to the Project (defined in Section 4.0 below), the City Commission desires to now approve the pending final engineering and aesthetic review applications which were specifically submitted by the Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 1 of 13 Developer and to address other development related issues, all pursuant to the terms and conditions set forth under this Agreement; and NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: 1.0 Recitals; Effective Date. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. The Effective Date of this Agreement shall be the date on which the last party hereto timely and fully executes this Agreement ( "Effective Date "), subject to the terms of Section 14.0 below. 2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.0 Acquisition of Property. Developer anticipates purchasing the Property within one (1) year of the Effective Date of this Agreement. Developer may request a three (3) month extension of this time period upon written request to the City. The extension will not be unreasonably withheld for good cause shown by the Developer. If Developer fails to complete the purchase within said time period (as may be extended by the City), this Agreement shall automatically be deemed null and void and terminated. Upon closing on the Property, the Developer shall promptly provide written notice of said closing to the City no later than two (2) business days after closing so the City can record this Agreement pursuant to Section 15 of this Agreement. 4.0 Proiect Description. Upon purchase of the Property, the City and Developer agree that the Property shall be developed as an adult congregate living facility consisting of a maximum of 145 separate rentable units, operations related manager unit and separate co- manager unit, and common amenities (collectively, the "Project'). Development of the Property shall be in conformance with applicable law and the Preliminary/Final Site Plan Winter Springs Retirement Residence prepared by Tillman & Associates, Inc., dated ( "Final Engineering Plans ") and Aesthetic Review Package submitted to the City by the Developer and approved by the City Commission on January 22, 2018 (collectively, "Development Plans "). A true and exact copy of the Development Plans, as may be amended from time to time pursuant to the Winter Springs City Code ( "City Code "), shall be maintained at City Hall and shall hereby be deemed fully incorporated herein by this reference. Once Development Plans, individually or collectively, are amended in accordance with City Code, should amendments ever occur, the Development Plans as amended shall control over any conflict with the terms of this Agreement. For purposes of clarity, amendments to the Development Plans pursuant to City Code shall not require an amendment to this Agreement. 5.0 Utilities. The City confirms that as of the Effective Date of this Agreement, sufficient plant capacity exists to service the Project with water and sewer service. The Project, if developed in accordance with the applicable provisions of the City Comprehensive Plan, City Code and this Agreement, satisfies and is fully vested against concurrency requirements for sewer, potable Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 2 of 13 water, reclaimed water and transportation as described in the City Code and Comprehensive Plan. 6.0 Additional Development Conditions. Development of the Property shall also be subject to the following additional conditions: A. Reimbursement of Waterline Across SR 434. Concurrently with the construction of the Project by the Developer, the City has requested and the Developer agrees to construct a water line which will be extended from the south side of S.R. 434 to the north side of S.R. 434 as depicted on the Final Engineering Plans. Upon completion and acceptance by the City, the Developer shall convey the water main to the City by bill of sale. Acceptance by the City shall not be unreasonably withheld or delayed. The City shall reimburse the Developer all costs and expenses incurred by the Developer in the design, engineering, permitting and construction of the water line, not to exceed $ 40,000.00 within a reasonable time after City's acceptance of the same, not to exceed thirty (30) days. B. Lift Station. Developer shall be required to construct a lift station facility on the portion of the Property identified on the Final Engineering Plans at the Developer's expense. Upon completion and final acceptance by the City, the lift station facility shall be conveyed to the City by bill of sale and the City agrees to maintain the facilities in perpetuity. However, the portion of Property on which the lift station facility is constructed shall remain owned by the Developer. Acceptance by the City shall not be unreasonably withheld or delayed. The Developer shall grant the City a lift station easement in a form reasonably acceptable to the City Attorney. C. Stormwater Facilities. All stormwater facilities shall be constructed by Developer for the Project on the Property at the Developer's expense. The stormwater facilities shall be owned and maintained in perpetuity by the then present owner of the Property. However, the Developer shall grant the City an emergency access and maintenance easement upon all stormwater ponds and areas which grants the City the right to conduct inspections and emergency operation and maintenance. The easement shall be prepared in a form reasonably acceptable to the City Attorney. D. Dedication of Michael Blake Boulevard Extension. Developer shall be required to construct the extension of Michael Blake Boulevard, at its expense, as reflected on the Final Engineering Plans ( "Roadway Improvements "). This right -of -way shall be dedicated to the City in a form reasonably acceptable to the City Attorney and within a reasonable time of the City requesting the dedication in writing. If such dedication is requested before construction has been completed, the City agrees to grant Developer a use agreement to complete construction of the improvements in the right of way. After completion of the construction of this right -of -way substantially in accordance with the Final Engineering Plans, as certified by a registered Florida professional engineer, request shall be made by Developer to the City Commission for acceptance of the roadway construction, which acceptance shall not be unreasonably withheld or delayed. All such land conveyances shall be by a recorded deed and be free and clear of all encumbrances that would prohibit use of the same as a public road. Conveyance of improvements shall be by bill of sale and free and clear of all liens that would prohibit use of the improvements for their intended purposes. The deed of conveyance (as the case may be) and bill Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 3 of 13 of sale shall be in a form reasonably acceptable to the City Attorney. E. Conveyances. The City acknowledges and agrees that the conveyances of the Roadway Improvements and utilities are being conveyed for a public purpose and necessity (in lieu of condemnation) and, accordingly, such conveyances are exempt from documentary stamp taxes. The City shall be responsible for all closing costs, except that the Developer shall be responsible for any costs related to clearing or remedying any defects of title or encumbrances that prohibit use of the roadway as public road and improvements for their intended purposes. 7.0 Offsite Improvements /Contribution of Lands. The City and Developer agree that all required onsite and offsite improvements are shown on the Final Engineering Plans. 8.0 Representations of the Parties. The City and Developer hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the City and Developer and recorded in the Public Records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against the parties hereto, and when recorded as permitted by this Agreement, against the Property in accordance with the terms and conditions of this Agreement. Developer represents that it has voluntarily and willfully executed this Agreement for purposes of binding the Property to the terms and conditions set forth in this Agreement. 9.0 Successors and Assigns. Upon being recorded in the Public Records of Seminole County, Florida, this Agreement shall automatically be binding upon and shall inure to the benefit of the City and Developer and their respective successors and assigns. The terms and conditions of this Agreement similarly shall be binding upon the Property and shall run with title to the same. 10.0 Applicable Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. The parties agree that venue shall be exclusively in Seminole County, Florida, for all state disputes or actions which arise out of or are based upon this Agreement, and in Orlando, Florida, for all federal disputes or actions which arise out of or are based upon this Agreement. 11.0 Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 12.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersedes any other agreement, oral or written, regarding the Property and contains the entire agreement between the City and Developer as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 13.0 Severability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 4 of 13 14.0 Execution of Agreement; Effective Date; Escrow Pending Recordation. This Agreement shall be fully executed by the parties no later than sixty (60) days after it is approved by the City Commission. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. Upon execution of this Agreement by the parties, the term of the four special exceptions obtained by the Developer for an adult congregate living facility, as initially approved by the City Commission on June 8, 2015, are hereby extended to coincide with the term of this Agreement. Pending the Developer's closing on the Property and recordation of this Agreement pursuant to Section 15.0 of this Agreement, the City Attorney shall hold the fully executed, original Agreement in escrow on behalf of the Parties until such time the Agreement is required to be recorded pursuant to Section 15.0. 15.0 Recordation. At such time Developer notifies the City that it has closed on the Property, as contemplated by Section 3.0 of this Agreement, this Agreement shall be recorded, without further notice or consent of the Parties, by the City Attorney in the Public Records of Seminole County, Florida, and said Agreement shall then run with and be binding upon the Property. This Agreement shall not be recorded unless Developer closes on the acquisition of the Property. 16.0 Joinders of Mortgage Holders. To the extent applicable, the Developer shall be required to obtain a written joinder from all mortgage holders that may have a recorded mortgage upon the Property prior to the date that this Agreement is recorded on the Property. The joinder shall be in recordable form and shall evidence the mortgage holder's consent that the terms and conditions of this Agreement shall survive any foreclosure of their respective mortgage recorded against the Property. A copy of the recorded joinder shall be promptly delivered to the City upon recordation or upon request by the City. 17.0 Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Developer is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal -agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 18.0 Sovereign Immunity. Notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768.28, or other limitations imposed on the City's potential liability under state or federal law. As such, the City shall not be liable, under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not be liable for any claim or judgment, or portion thereof, to any one person for more than two hundred thousand dollars ($200,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars ($300,000.00). Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 5 of 13 19.0 City's Police Power. Developer agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 20.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 21.0 Third -Party Rights. This Agreement is not a third -party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 22.0 Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 23.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, each party agrees to bear their own attorney's fees and costs. 24.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the Effective Date of this Agreement. The failure of this Agreement to address any particular City, County, State and /or Federal permit, condition, term or restriction shall not relieve Developer or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City's police powers, the City reserves the right to withhold, suspend, or terminate any and all certificates of occupancy for any building or unit if Developer is in material breach of any term and condition of this Agreement until the material breach is cured. 25.0 Default; Opportunity to Cure. Should either party desire to declare the other party in default of any term and condition of this Agreement, the non - defaulting party shall provide the defaulting party a written notice of default. The written notice shall, at a minimum, state with particularity the nature of the default, the manner in which the default can be cured, and a reasonable time period of not less than thirty (30) days in which the default must be cured. No action may be taken in a court of law on the basis that a breach of this Agreement has occurred until such time as the requirements of this paragraph have been satisfied. 26.0 Termination. The Developer acknowledges and agrees that the Development Plans and this Agreement were approved by the City Commission based on conditions that existed upon the Effective Date. As such, the City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if Developer fails to receive building permits and substantially commence construction of the development project within eighteen (18) months after this Agreement is recorded in the public records of Seminole County as required by Section 15.0 of this Agreement. The term "substantially commence construction of the development project" means completion of lot clearing and surveying and substantial construction of infrastructure required to support any building improvements, but not vertical construction of any building improvements. In addition, the City shall have the right, but not Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 6 of 13 obligation, to terminate the Agreement if Developer permanently abandons construction of the development project, provided, however, the City shall first deliver written notice and an opportunity to cure as set forth in Paragraph 25.0 herein. If the City terminates this Agreement, the City shall record a notice of termination in the public records of Seminole County, Florida. 27. Notices. Any notice required or allowed to be delivered hereunder shall be in writing and shall be deemed to be delivered when: (a) hand delivered to the official hereinafter designated, or (b) upon receipt of such notice, when deposited in the United States mail, postage prepaid, certified or registered mail, return receipt requested, or (c) one day after deposit with a nationally recognized overnight courier services, e.g. Federal Express, United Parcel Service, Airborne, Express Mail, etc., addressed to a party at the other address specified below or from time to time by written notice to the other party delivered in accordance herewith. Developer Winter Springs Retirement Residence LLC 9310 NE Vancouver Mall Dr. Suite 2000 Vancouver, WA 98662 Attn: With copy to: Charles B. Costar, III, Esq. Shutts & Bowen LLP 300 South Orange Avenue Suite 1600 Orlando, FL 32801 (407) 423 -3200 City: Kevin Smith City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, FL 32708 Telephone: (407) 327 -5957 Fax: (407) 327 -4753 With a copy to: Anthony A. Garganese, Esq. Garganese, Weiss & D'Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32801 Phone: (407) 425 -9566 Fax: (407) 425 -9596 28.0 Force Mai eure., The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ( "Time Period ") constitutes a default under the terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority (other than the City's own acts as to Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 7 of 13 a claim by the City for force majeure), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions ( "Uncontrollable Event "), then, notwithstanding any provision of this Agreement to the contrary, that failure shall not constitute a default under this Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. The extended time period shall be agreed to in writing by the parties and said agreement shall not be unreasonably withheld by either party. IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. ATTEST: IM Andrea Lorenzo Luaces, City Clerk CITY SEAL CITY OF WINTER SPRINGS Charles Lacey, Mayor APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida only. Date: Anthony A. Garganese, City Attorney for the City of Winter Springs, Florida Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 8 of 13 Signed, sealed and delivered in the presence of the following witnesses Signature of Witness Printed Name of Witness Signature of Witness Printed Name of Witness STATE OF _ COUNTY OF WINTER SPRINGS RETIREMENT RESIDENCE LLC, a Washington limited liability company By: Hawthorn IL Propco LP, a Delaware limited partnership, its manager By: CP HRG IL REIT, LLC, its sole general ap rtner By: Name: Alan Spragins Date: Chief Operating Officer The foregoing instrument was acknowledged before me this day of , 2018, Alan Spragins, as Chief Operating Officer of CP HRG IL REIT, LLC, sole general partner of Hawthorn IL Propco LP, a Delaware limited partnership, manager of Winter Springs Retirement Residence LLC a Washington limited liability company, on behalf of said company. He is personally known to me or produced as identification. (NOTARY SEAL) (Notary Public Signature) (Print Name) Notary Public, State of Commission No.: My Commission Expires: DEVELOPER IS HEREBY ADVISED THAT SHOULD DEVELOPER FAIL TO FULLY EXECUTE, AND DELIVER TO THE CITY, THIS AGREEMENT WITHIN SIXTY (60) DAYS FROM THE DATE THAT THE CITY COMMISSION APPROVES THIS AGREEMENT, THIS AGREEMENT, AND THE DEVELOPMENT PERMIT APPROVALS REFERENCED HEREUNDER, SHALL AUTOMATICALLY BE DEEMED NULL AND VOID. Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 9 of 13 EXHIBIT "A" Parcel 1: THAT PART OF LOT 8 BLOCK "A ", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWESTERN MOST CORNER OF LOT 31 ST. JOHNS LANDING AS RECORDED IN PLAT BOOK 53, PAGES 45 THRU 49 OF SAID PUBLIC RECORDS, SAID POINT BEING A RECOVERED CONCRETE MONUMENT ON THE EASTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AVENUE) AS RECORDED IN OFFICIAL RECORDS BOOK 3225, PAGE 1829 OF SAID PUBLIC RECORDS; THENCE RUN NORTH 59 °31'38" WEST ALONG THE WESTERLY PROLONGATION OF THE SOUTH LINE OF SAID LOT 31 FOR A DISTANCE OF 15.00 FEET; THENCE RUN SOUTH 30 °04'55" WEST ALONG SAID EASTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 5.00 FEET; THENCE CONTINUE SOUTH 30 °04'55" WEST A DISTANCE OF 35.00 FEET; THENCE S 59 °31'38" E, A DISTANCE OF 1132.34 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE AT 60 036'00" FOR AN ARC DISTANCE OF 158.65 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 01 °04'22" WEST A DISTANCE AT 146.91 FEET; THENCE SOUTH 24 059'41 "W, A DISTANCE OF 318.72 FEET; THENCE SOUTH 00 000'00" EAST A DISTANCE OF 115.48 FEET; THENCE SOUTH 36 °55'21" EAST A DISTANCE OF 217.54 FEET; THENCE SOUTH 15 019'53" EAST A DISTANCE OF 140.49 FEET; THENCE SOUTH 02 023'00 WEST A DISTANCE OF 556.34 FEET; THENCE SOUTH 07025'15 " WEST A DISTANCE OF 272.61 FEET; THENCE SOUTH 29'30'05" WEST A DISTANCE OF 231.32 FEET; THENCE SOUTH 50 °31'58" WEST A DISTANCE OF 1475.69 FEET TO THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 77070 -2516; THENCE CONTINUE SOUTH 50 031158" WEST FOR A DISTANCE OF 143.34 FEET TO A FOUND 1/2" IRON ROD & CAP (LB 6723) AND THE SOUTHWESTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434, ALSO BEING THE POINT OF BEGINNING; THENCE ALONG THE NORTHERLY BOUNDARY OF ACQUISITION PARCEL "A" AS DESCRIBED IN OFFICIAL RECORDS BOOK 3988, PAGE 1075 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SOUTH 49 030'36" WEST FOR A DISTANCE OF 316.60 FEET TO A FOUND 4 "X4" CONCRETE MONUMENT (LB 6723) AND TO THE SOUTHWESTERLY CORNER OF LANDS DESCRIBED IN EXHIBIT "A" (SWAP PARCEL 1) AS DESCRIBED IN OFFICIAL RECORDS BOOK 8856, PAGE 546 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE DEPARTING SAID NORTHERLY BOUNDARY, ALONG THE WESTERLY BOUNDARY OF SAID LANDS AND ALONG THE EASTERLY BOUNDARY OF LANDS DESCRIBED IN EXHIBIT "A" (SWAP PARCEL 2) AS DESCRIBED IN OFFICIAL RECORDS BOOK 8856, PAGE 553 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, NORTH 39 047'59 "WEST, A DISTANCE OF 659.32 FEET TO A FOUND 4 "X4" CONCRETE MONUMENT (LB 6723) AND THE Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 10 of 13 WESTERLY RIGHT OF WAY OF THE C.S.X. TRANSPORTATION INC. "LAKE CHARM BRANCH" RAIL CORRIDOR; SAID POINT BEING A NON TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3707.33 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 03 °26'01" WEST, 73.37 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID WESTERLY RIGHT OF WAY, THROUGH A CENTRAL ANGLE OF O1 008'02" FOR A DISTANCE OF 73.37 FEET TO A SET 5/8" IRON ROD AND CAP (LB 807 1) AND THE END OF SAID CURVE; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY, ALONG A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 230.00 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 70 002'34" EAST, 93.83 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 23 032'22" FOR A DISTANCE OF 94.49 FEET TO A SET 5/8" IRON ROD AND CAP (LB 807 1) AND THE END OF SAID CURVE; THENCE NORTH 59043'13 " EAST, A DISTANCE OF 75.01 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071); THENCE NORTH 50 022'25" EAST, A DISTANCE OF 111.00 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071) AND TO THE AFORESAID SOUTHWESTERLY RIGHT OF WAY OF SAID STATE ROAD 434; THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY, SOUTH 39 047'08" EAST, A DISTANCE OF 669.99 FEET TO THE POINT OF BEGINNING. Parcel 2: THAT PART OF LOT 8 BLOCK "A ", OF TUSKAWILLA, ACCORDING TO THE PLAT OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWESTERN MOST CORNER OF LOT 31 ST. JOHNS LANDING AS RECORDED IN PLAT BOOK 53, PAGES 45 THRU 49 OF SAID PUBLIC RECORDS, SAID POINT BEING A RECOVERED CONCRETE MONUMENT ON THE EASTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AVENUE) AS RECORDED IN OFFICIAL RECORDS BOOK 3225, PAGE 1829 OF SAID PUBLIC RECORDS; THENCE RUN NORTH 59 °31'38" WEST ALONG THE WESTERLY PROLONGATION OF THE SOUTH LINE OF SAID LOT 31 FOR A DISTANCE OF 15.00 FEET; THENCE RUN SOUTH 30 °04'55" WEST ALONG SAID EASTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 5.00 FEET; THENCE CONTINUE SOUTH 30 004'55" WEST A DISTANCE OF 35.00 FEET; THENCE SOUTH 59 °31'38" EAST, A DISTANCE OF 1132.34 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE AT 60 036'00" FOR AN ARC DISTANCE OF 158.65 FEET TO THE POINT OF TANGENCY; THENCE SOUTH O1 004'22" WEST A DISTANCE AT 146.91 FEET; THENCE SOUTH 24 059'41 "WEST, A DISTANCE OF 318.72 FEET; THENCE SOUTH 00 000'00" EAST A DISTANCE OF 115.48 FEET; THENCE SOUTH 36 °55'21" EAST A DISTANCE OF 217.54 FEET; THENCE SOUTH 15 019'53" EAST A DISTANCE OF 140.49 FEET; THENCE SOUTH 02 023'00 WEST A DISTANCE OF 556.34 FEET; THENCE SOUTH 07025'15 " WEST A DISTANCE OF 272.61 FEET; THENCE SOUTH 29'30'05" WEST A DISTANCE OF 231.32 FEET; THENCE SOUTH 50 °31'58" WEST Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 11 of 13 A DISTANCE OF 1475.69 FEET TO THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 77070 -2516; THENCE CONTINUE SOUTH 50 °31158" WEST FOR A DISTANCE OF 143.34 FEET TO A FOUND 1/2" IRON ROD & CAP (LB 6723) AND THE SOUTHWESTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434; THENCE ALONG THE NORTHERLY BOUNDARY OF ACQUISITION PARCEL "A" AS DESCRIBED IN OFFICIAL RECORDS BOOK 3988, PAGE 1075 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SOUTH 49 °30'36" WEST FOR A DISTANCE OF 316.60 FEET TO A FOUND 4 "X4" CONCRETE MONUMENT (LB 6723) AND TO THE SOUTHWESTERLY CORNER OF LANDS DESCRIBED IN EXHIBIT "A" (SWAP PARCEL 1) AS DESCRIBED IN OFFICIAL RECORDS BOOK 8856, PAGE 546 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE DEPARTING SAID NORTHERLY BOUNDARY, ALONG THE WESTERLY BOUNDARY OF SAID LANDS AND ALONG THE EASTERLY BOUNDARY OF LANDS DESCRIBED IN EXHIBIT "A" (SWAP PARCEL 2) AS DESCRIBED IN OFFICIAL RECORDS BOOK 8856, PAGE 553 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, NORTH 39 °47'59 "WEST, A DISTANCE OF 659.32 FEET TO A FOUND 4 "X4" CONCRETE MONUMENT (LB 6723) AND THE WESTERLY RIGHT OF WAY OF THE C.S.X. TRANSPORTATION INC. "LAKE CHARM BRANCH" RAIL CORRIDOR; SAID POINT BEING A NON TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3 707.3 3 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 03 °26'01" WEST, 73.37 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID WESTERLY RIGHT OF WAY, THROUGH A CENTRAL ANGLE OF O1 °08'02" FOR A DISTANCE OF 73.37 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071) AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID NON TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3707.33 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 02 020'00" WEST, 29.41 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID WESTERLY RIGHT OF WAY, THROUGH A CENTRAL ANGLE OF 00027-17" FOR A DISTANCE OF 29.42 FEET TO A FOUND 4 "X4" CONCRETE MONUMENT (LB 220) ON THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 17 OF SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE CONTINUE ALONG SAID NON - TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3707.33 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH O1 055'26" WEST, 31.04 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID WESTERLY RIGHT OF WAY, THROUGH A CENTRAL ANGLE OF 00 028'47" FOR A DISTANCE OF 31.04 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071), SAID POINT BEING ON A NON TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 170.00 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 68 052'35" EAST, 63.61 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 21 033'57" FOR A DISTANCE OF 63.99 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071) AND TO THE END OF SAID CURVE; THENCE NORTH 49013-20" EAST, A DISTANCE OF 22.84 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071); THENCE NORTH 50 022'25" EAST, A DISTANCE OF 153.21 FEET TO THE AFORESAID SOUTHWESTERLY RIGHT OF WAY OF SAID STATE ROAD 434; THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY, SOUTH 39 047'08" EAST, A Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 12 of 13 DISTANCE OF 72. 00 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071); THENCE SOUTH 50 022'25" WEST, A DISTANCE OF 1 11.00 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071); THENCE SOUTH 59043'13 " WEST, A DISTANCE OF 75.01 FEET TO A SET 5/8" IRON ROD AND CAP (LB 8071), SAID POINT BEING THE BEGINNING OF A NON TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 230.00 FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 70 002'34" WEST, 93.83 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 23 032'22" FOR A DISTANCE OF 94.49 FEET TO THE POINT OF BEGINNING. Developer's Agreement City of Winter Springs and Winter Springs Retirement Residence LLC Page 13 of 13