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HomeMy WebLinkAboutItem 07 Innovation Montessori of Ocoee Phase 3 Large Scale Preliminary Site Planocoee florido AGENDA ITEM COVER SHEET Meeting Date January 5, 2021 Item # Reviewed By - Contact Name Mike Rumer Department Director - Contact Number- 407-905-3157 City Manager - Subject: Innovation Montessori of Ocoee Phase 3 Large Scale Preliminary Site Plan Project # LS-2020-011 Commission District # 1 — Larry Brinson BACKGROUND SUMMARY. The property identified is parcel number 07-22-28-0000-00-054 The subject property is approximately 20 16 acres in size and is generally located at 1610 N Lakewood Avenue The proposed use is for the addition of a two-story high school building to add 288 students The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels Direction Future Land Use Zoning Classification Existing Land Use North Rural A-1 Oran a Count Agricultural and Single -Family East Rural A-1 (Orange Count Single -Family South Rural A-1 (Orange Count Agricultural and Single -Family West LDR (Low Density Residential) PUD Residential (Eagle Creek Subdivision Vacant Parcel ISSUE. Should the Honorable Mayor and City Commissioners approve the Large -Scale Preliminary Site Plan for Innovation Montessori School for an addition of High School and to add 288 additional students? DISCUSSION. The Innovation Montessori School is currently located on 20 16 acres. The parcel consists of three buildings and includes 800 students in Pre-k through 8th grade In October of 2018, the school was able to purchase and combine via an annexation an additional 2.59 acres to the campus. The application for Phase 3 is a Large -Scale Preliminary Site Plan approval is to add a two-story High School with an increase of students to 288 The High School would be located within the 2 50 acres purchased in 2018 Onsite stormwater and 72 parking spaces will be provided An additional access point on to Fullers Cross Road is provided The new high school building will be two stories and will be similar to the existing building in architecture Stormwater retention will be provided within the new parcel Additional access through the site will be provided which will permit vehicles to enter via N Lakewood and exit on Fullers Cross Road. The added vehicle access lanes will provide sufficient on -site storage of vehicles DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on November 17, 2020, and reviewed the DRC voted to recommend approval of the Large -Scale Preliminary Site Plan, subject to the resolution of the remaining staff comments PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Commission met on December 8, 2020, and unanimously recommended the City Commission approve the Large -Scale Final Site plan RECOMMENDATION: Staff recommends that the Honorable Mayor and City Commission approve the Large Scale Preliminary Site Plan for Innovation Montessori School Phase 3, subject to completion of the outstanding comments ATTACHMENTS: Location Map, Aerial, Large Scale Final Site Plan for Innovation Montesson School Phase 3 Financial Impact: None Type of Item: p For Cleric's Dept Use ® Public Hearing ❑ Consent Agenda ❑ Ordinance First Reading [ ] Public Hearing ❑ Resolution ❑ Regular Agenda ® Commission Approval ❑ Discussion & Direction [ ] Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney ❑ N/A Reviewed by Finance Dept ❑ N/A Reviewed by ( ) ❑ N/A Innovation Monterrori Phase 3 Location Map u z ■ m Ci7 ' s DEVELOPER & CONSULTANTS OWNER/DEVELOPER BUILDING HOPE LAKEWOOD AVENUE, LLC 910 17TH STREET NW, SUITE 1100 WASHINGTON, DC 20006 PHONE: 202-591-1105 EMAIL: DDAMICO@BHOPE.ORG CONTACT: DRU DAMICO CIVIL ENGINEER Z DEVELOPMENT SERVICES 708 EAST COLONIAL DRIVE, SUITE 100 ORLANDO, FLORIDA 32803 PHONE: 407-271-8910 CONTACT: SARAH C. SMITH, PE EMAIL: SARAH@ZDEVELOPMENTSERVICES.COM LANDSCAPE CADDSCAPES 432 NOWELL LOOP DELAND, FL 32724 PHONE: 407-310-5567 EMAIL: JASONBRIDGEWATER@GMAIL.COM CONTACT:JASON BRIDGEWATER SURVEYOR ACCURIGHT SURVEYS OF ORLANDO INC. 2012 E. ROBINSON STREET ORLANDO, FLORIDA 32803 PHONE: (407) 894-6314 EMAIL: ACCU@ACCURIGHTSURVEYS.NET CONTACT: GERI ROBINSON FOR Innovation Montessori Ocoee 1610 N. LAKEWOOD AVENUE CITY OF OCOEE, FLORIDA JURISDICTION: CITY OF OCOEE, FLORIDA PARCEL ID No: 07-22-28-0000-00-054 PROJECT REVISIONS REV. NO. DATE DESCRIPTION SHEETS BY 1 - SJRWMD COMMENTS SCS 2 09-01-20 CITY COMMENTS CV, EX2, EX3 SCS INDEX OF DRAWINGS SHT. NO. DESCRIPTION CV COVER SHEET EX1 OVERALL SITE PLAN ERA PRELIMINARY SITE PLAN EX3 CONDITIONS OF APPROVAL L-1 LAND CA E PLAN LEGAL DESCRIPTION PARCELA: THAT PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4; THENCE RUN N89°57'30"W 210.00 FEET ALONG THE NORTH LINE OF SAID SECTION 7; THENCE RUN S00021'20"W 30.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N89057'30"W 50.00 FEET ALONG THE SOUTH RIGHT OF WAY LINE OF FULLERS CROSSROAD; THENCE RUN S00021'20"W 573.06 FEET PARALLEL TO THE EAST LINE OF THE SAID NORTHWEST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4 TO A POINT ON THE SOUTH LINE OF SAID NORTHWEST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4; THENCE RUN N89045'34"E 260.00 FEET ALONG SAID SOUTH LINE; THENCE RUN N00021'20"E 391.78 FEETTO THE SOUTH LINE OF LAND PREVIOUSLY DEEDED TO B.L. POWELL, etux.; THENCE RUN N89057'30"W 210.00 FEET ALONG THE SOUTH LINE OF SAID B.L. POWELL'S LAND; THENCE RUN N00021'20"E 180.00 FEET TO THE POINT OF BEGINNING. PARCEL B: THE SOUTH 1/2 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST (LESS THE SOUTH 330 FEET THEREOF AND LESS THE EAST 30 FEET THEREOF FOR ROAD). PARCEL C: THE SOUTH 330 FEET OF THE NE 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST (LESS THE EAST 30 FEET THEREOF FOR ROAD). ZL VICINITY MAP NTS Renaissance Charley a, Sune qve°°p°ea SCM1ool at Crown POInIQ £ w„ Hwy remvo an,y doasa g Ryan Ho ^`a We¢tfla ?'a F.R. Lake Dunkin '�MCDonald's i e Ef F.RN 9 c ac BOO Forest Lake Golf Club The B i ro""a 9 chrlsnanc - e=�• La Cl,iqul•,a ® SOWhern Guns 8 Par °Yv SITE The ChurchatOak Leavel9 lih M36 East Fullars Oranc Jnlo asRoaa are Music By c ra°nm.r' Jan Jennings Viynefli Park B bG eaaar Pa,k9 n WARD DRUM CC a' ­r ry.rr SOILS MAP NITS NORTH 0 ross Rd Fullers Cross Rd Fullers Cross Rd SITE 0*4 A h h l f L-r zrl.: T— ,F,=' u,l,rn 0 ONSITE SOILS TYPES - SMYRNA, BASINGER, AND IMMOKALEE z W O LU N. V d Q w O J J `^ m LU rn o N Q w N LU U m Q J 00 N Q m N z� 0 J 0 O VA w Q 00 0 I— J af O w Q z O w w Q o m 0 z w z O 0 w a 5 '* Ro 4 k . . .S CN...... up, igitally signed by Sarah Smith N: c=US, o=Z DEVELOPMENT ERVICES, u=A0141 OD0000016D88784E26 i a 0004860, cn=Sarah Smith a ate: 2020.10.15 09:04:12-04'00' a N J L� W �D O1U > V I a LU Q z0 OOQ 2: 3: C) z LU oC oao J L.L a . >zw o�O z � O - DATE:3-06-20 DRAWN: SS CHECKED:RZ Cv COVER SHEET PROJECT NO.: 2019.263 SITE BENCHMARK # 1 SET BENCHMARKN&D DIRT ELEVATION - 137 78 POC(PARCEL A) DW DATUM =NAVD 88 NE CORNER, NW 1/4, NE 1/4, NE 1/4, 13° 735 R INIV=133.94 237 SECTION 7-22-25 FULLER CROSS R 60' R/W F N89`50'55"E 2561.12' MEAS NORTH LINE, NE 1/4, ,� la"RCP INV 13359 E m N8 579 30"W 210.00' DESC _ SECTION 7-22-28 I .. BR HOPE=134.06 = 3. 1 = 33.9 RIGHT-OF-WAY LINE (BEARING BASIS) wv=13SOUTH R/W LINE s^ NORTH 1/4 CORNER s'W1RE Q �NV-13D3W314 s'W RE NE CORNER FFNce /L2 FENCESECTION 7-22-25 SECTION 7-22-26 1FND 1/2" IR IN END 1/2" IR POB (PARCEL A) END 3/4" IR IN NO# r 5' WIRE END 1/2"IR CUTOUT WELL BOX BE w FENCE NO# d CCR 066242 ALSO w NI CCR 066243 Z N END 1 1/4" IF NO# zl 1.1'E,0.2'N O LINE TABLE: u 00 z GI L22 N89`57'30"W 50.00' DESC w w p NOT P O ED z I N89`45'34"W 50.4T MEAS I3q o N v L23S00`21'20"W 30.00'DESC p ^ 2E ORB 9804,PC3643 om b, cli 3 � N p ti a zl WETLAND LINE CHART P 24 Z w Z ti �II NOT PLATTED L1 N00°09'45"E 31.30' 1'° "VV ORB 6820, PO 2179 L2 S89°50'15"E 7.87' 0 L3 N30"08'51"E 8.31' 5' WIREr FN 1/2" IR ,3a L4 N71"22'38"E 9.55' FENCE N # L5 S83"28'09"E 10.56' jm �°'> N89` '26"W 209.68' MEAS rW� END 1/2" IR L6 S61°25'44"E 7.65' 0.5E ® 6, C89 5 139 10.00' DESC C NO# L7 S15"28'15"E 6.45' L8 S24°06'49"W 5.35' o 50 ON, R 1 60 L9 546"55'26"W 7.17' G a 1 - 9� - - - 0.3'W L10 567"02'20"W 8.90' S ^ so LINE OF R ASPHA PR V U LV EE N O L11 N41°47'55"W 5.42' �� R3' B.L. OWELL, ego o PAVEM p N 4 R L12 N52'15'43"W 16.13' z a R20' L13 S61°13'20"E 9.76' ° R1 R3' R4.5' RS L14 S22'45'11"W 58.14' 4' R10' L15 S13'44'02"E 57.19' -- e e v v- e e r 24' L16 S14"06'28"W 20.78' L18 N14'0 'sz"w 2.13' W ` 26' 4 ' r R3 R10' 3N' L16 N14'06'26"E 32.13' w R3�� R4.5' �-------------- L19 N13°44'02"W 60.90' 4 R50' SPHALT PAVEME T 8 L20 S89°06'10"W 30.30' IR L21 N88°22'47"E 34.86' 10 R RS LB #6767 ® Y Q -B W Q U io in o m cri ' o n � � NN000 oN r9 W NO o b w N N I 5-WIRE P( FENCE � FENCE AROUND - POND P.) NOT PLATTED F ORB 5872, PG 216 END 1/ " IR W6 w ws �VN L NOTFOUND NO# c12 _ FALLS IN SWAMP SOUTH LINE, NW 1/4, NE 1/4, J u 3luo N8 `45'3 S89°07'31"W 269.97' NE 1/4, SECTION 7-22-28 0.4'W a - y _ y y k WET2-10 END WETLANDLINEf\, LB#6 4w1RE -PER SIFE PLAN° .. VVLTNESS 6I73 R MONUMENT M �yS6 END „OFFSET I �w�zs 383.76' EAS r OR, SIG $ y y y y y y y y / •� \y 49S - - - - EXISTING Wk7RANDS _ BORDER WET 2-9 / W Z UPLAND ,PER SITS PLAN„ �TP-13206 J 31 V-12.11 w ^ O� WET 2-8 .. ,. ,. .. ,. .. WETLAND. ,. .. .. y y ,, - y 1411 PER SITE PLAN 24 y L421 � WET 2-7 25�h °' 20 � v 5 L WETLAND LINE ,"416 _ EXISTING WETLANDS _ PER SITE PLAN H 417 419 d 41 ,. .. .. ,. .. .. .. .. .. .. 0fi 35 ^^'4260 r q2g O 41 j 4=®42] 2 ,556a6501� WET -6 'D9 405 10 431 gyp® 0430 Z404 OOR �� E 07 V WU O - - - - - - - N6a 3 9p• 409 432 408 4330 402� MW ------------- 01$ - - - - - -- n'1 a o w NOT PLOTTED Er1 w m w � '�T hl °� 414 413 ti 31' ORB 8386, P63045QD Z� CV�� of 4 3 q W.. .. Q,t�y .. .. .. �G� v .. .. .. .. .. 'V 3990 7 60 N WZ V�?� WET2-5 140 ®z 1�9 131 3 O O z,-- 98 0 R -v z CO '�'/j EXISTING WETLANDS 'I mPP� N 0 w4 z �� TOP- 2 1 v= V_ ^' BORDER n, _ N 1 o N I ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. O � 3 7 9 ZO 395 ® O .. V .. O 396 z Q4 I32 13p �3 V m n1 3940 INV=126.14 73I ' w`" W wD U 0 WET 2-4� A71i1 393 CL Z y w G d\ din d U1 W / ,. w .. .. .. .. .. .. 391*. `z W 9 G 3890, 390® EXISTING POND o RR RETENTION AREA m 3870 WATER ELEVATION=129.7 = WET 2-3 b 38 OVERFLOW STRUCTURE TOP=132.32 NW INV29.67 2 L �ro�j' 383 T - 289 E BOTTOM SKI MM ER3 29.OJ TOP SKIMMER=132.32 j WETLAND LINE =12.9 381 PER SITE PLAN ti 3 0 �o,'n/ 37 EXISTING WETLANDS tiTdq 131 13z _ BORDER. _ �°'L p378 133 �r r �O 133 ,. - - .. ,. WET 2-1 / tiro m 375 3 132 N88°2 47"E 253 00' L17 7 L21 3R 373 374 - - 131 - +° � � r� -• _ _ 37 371 NOT PLOTTED ,ND4"X4" CM ORB 7998, PG 2640 NO# r ,1IAMr OVERALL SITE PLAN III 5 L IS 00 210' 6 R5' pN ZZ ® I NOT PLATTED O ®I ORB 9837, PG 9446 SPHALT AVEMENT PESTROOIvfNO 1/2" IR _TO 7 8 9 ALSOLS 6 a . F 1/ ALSO # FND 5/8" IR ,E 261.1 EA LB #4596 "E 260.0 ESC OWE N89°06 6"E 1257. CALC z 139 140 T0P=140.01 W INV=134.29 e ®° Iv ASPHALT RA e 2Ati- SIDEWALK, " l I CONNECT TO E ISTI G� 2 STORY BLOCK WATER SERVICE ° ADDRESS#1612 FFE=141.60 231 EXISTING BUILDING 174.4' 232 I cw cw 6.9' 13 4 A i ® CCVD ---- TOP=140.36 r n RANI=136.42 NW INV=136.6J 3: r ti AI CW CD - W HEIGHT=31' z 6 n ' 0.7' T - - DOOR ACC 77' 27 ® o n CC 351 355 1V L _ _ �DRAIM. CONC DOOR \L 5 CC ---- N N °° o ® EXISTIQ 08' BUILDING CC - ' l3a 68 369 STORY BLOCK m M1, 44 HEIGHT=2T CoVD l\ CO NO 3366 ®2 1NV 12" 42 v 362 ------------------------ - II '� II • I I v II -----� NE CORNER SECTION 7-22-28 END 3/4"IR IN CUT OUT CCR 066243 I z 3 I 9 END 11/2" IF NOT PLATTED NO # v N89`07'09"E 613.58' MEAS ORB 9837, PG 9446 w N N89`06'36"E 614.10' CALC _ -4'CEF -- NN T z z w EXISTI FI '� 3 `8 ® F- SERVICE 1 e E" i4 46 q w D CTION A3PH T A ® 220 z 3 z0 ® M LCH ^ 213 - ® UP POST IN 4 PS 2240 KIN v VALVE PS L AN P o 'fly m 29 EXISTING PARKING LOfi z1z " i s AND UND GROUND ` Q �s 1 v=13 79 / UTILITIES 7 '"------ N INV=1 4J E 236 2 ti SITE BENCHMARK#2 N T O �X N �Q��NC, �� g� SET BENCHMARK N&D i NI SEVlER MA OLE PP1pP°NP GAT m ^o onTumrloNAvoea9 I I 23 l� E ® y> L 242 1 HT -OF -WAY LINE �'( oNC 19P9 0 lg NP DP � h a 3 P 795 0�] z 67 ® 0 PUMP o lv E o 0WE'1 y45 139 137 v PU 4 WF PUMP ___ SS____ } S88°22'4T N 1264.89' CALC ADPV-136.' E INV140.3 S88"23'42"W 1265.34' MEAS ___N1 _=13s. M___ I I I %0// 90 D y 9AIg �G��S'iit////// 289 Ip 6 26 b P 44.9' ^ 59.6'~ CS EXISTING BUILDING m V 1 STORY BLOCK ADDRESS#1610 2 HEIGHT=24' 7' FFE=144.44 1 1� 32.4' � 62' 0 31 Est 8 y 9i. z9z 2 ® z 293 MULCH PARKING 2 PS J2----- - - - - ---283 __ - - - - - - - 303 3 ®324 304 0 m��� F9 ® � ((9 3213 313 4 0 3030s ,3�3® 6 v I1 WE Ii. LI U77 -- 1 FND5/8"IF JF TOP=144.10 e& NOT PLATTED NEINV=138.00 6q 4 _LB_#4475 ORB 7998, PG 2640 W INV=137.90 --------------------------------------------------20.00'DESC- 20.17' MEAS NE CORNER PARCEL: 7-22-28-0000-00-075- FND 5/8" IR 1 n 4AA7C i r EAST 30' FOR ROAD R/W If SITE BENCHMARK#3 SET BENCHMARK N&D ELEVATION -149 04 DATUM = NAVD 88 ll'I �I o NORTH o 60 0 60 120 inl � O O CD Z �I CD LI r- 1;T V ^� CD CD a Q 0> Lr) CD W� m �17-11 o CV Q w W V m Q Q J CD W Q m N zI O (� O� V W Q J CD 0 CIL I� O L1J Q Z O Ln w w Q Z O_ w .............. HCS , g713 , SS70Nq•ENGnaO Q Digitally signed by Sarah Smith `C DIN: c=US, o=Z DEVELOPMENT ,' m SERVICES, 41, ou=A01410D0000016D88784E2 600004860, cn=Sarah Smith a Date: 2020.10.15 09:03:52 -04'00' a ULI D O 1 1 1 Q W Q z0 00Q 2: 3: o zLuoc 0 Lu zc)0 z 0 - DATE:3-06-20 DRAWN: SS CHECKED:REA EX1 OVERALL SITE PLAN PROJECT NO.: 2019 263 WELL BOX CCR 066242 LINE TABLE: L22 N89057'30"W 50.00' DESC N89045'34"W 50.47' MEAS L23 S00021'20"W 30.00' DESC WETLAND LINE CHART L1 N00009'45"E 31.30' L2 S89050'15"E 7.87' L3 N30008'51"E 8.31' L4 N71022'38"E 9.55' L5 S83028'09"E 10.56' L6 S61025'44"E 7.65' L7 S15028'15"E 6.45' L8 S24006'49"W 5.35' o N L9 S48055'28"W 7.17 a L10 S67002'20"W 8.90' a N L11 N41047'55"W 5.42' o 00 L12 N52015'43"W 16.13' z m L13 S61013'20"E 9.76' ° L14 S22045'11"W 58.14' L15 S13044'02"E 57.19' L16 S14006'28"W 20.78' L17 S28059'52"W 0.86' L18 N14006'28"E 32.13' L19 N13044'02"W 60.90' L20 S89006'10"W 30.30' L21 N88022'47"E 34.86' ZONING UNINCORPORATED TERRITORY 2 5' WIRE" FENCE STORMWATER INLET (TYP.) (n LU Nwa U O N M 10000 Ln � Lr) O p O N N N c-I 00 c-I NON OOO LI O LI 5' FENCE AROU POND (TYP.) 5 P NO # CUT OUT ALSO 00 CCR 066243 w NI FND 1 1/4" IP z N DIRT NO # ZONING i z L El w uEL 1 1 OI R 1.1 E,0.2 N UNINCORPORATED TERRITORY A U c/i w Z w uc�urL UT ucL Lu LU D 60' R/W 5 OWN W NOT PLATTED z �', - - N .� ORB 9804, PG 3643 18 RCP F- LL -, O M Q w' INV=1 .5 R25' 3 ll O o G.B. w Z'I INV=133.50 g F �ID 41� ,��5 O 00 O ^15"HDPEE P �Z Z .-I NOT PLATTED --------------- Q e nK- 24' ORB 6820, PG 2179 5' WIRE 0 FENCE L2 !C FND 1/211 IR 1/ 2'IR h N O # # IIII N89050'26"W 209.68' MEAS D 1/2" IR 1 N89057'30"W 210.00' DESC FND # 24' E 6' CLF CLIP STORMWATER 139 PIPE (TYP.) 9' e e - .�•� ��� e ��� e IIIIIII 0.3'W � TYP. TYP.�`p LI ` ,F N I SC CH LI �y1 R3' mu R4.5' s �� USL, E TO I I AS ! )WELL, e x. ASPHALT-1➢IIS 4g E I C 2 PAVEMENT 1�5 V Ft C I R4. G.B. 24' R10' R3' 9 9 9' R3' R10' I 1y1�? l�js cc -TYP. TYP. I I 2 P o e o o e a 39• 24' 40 13s.o o ° e l e R26' R10' I , f 3.4' R3' 139.5 R4.5' R3 ^g I g R50' ,�• ASPHA 8 AVEMEN STORMWATER I/ PIPE (TYP.) _R1D_-GRADE R5 GRADE I FND 5 811 IR BREAK R BREAK LB #6767 I�R35 l4 I I 139. R59' R3' 41Jgs I IUNU EV P FO I J Q cn F UR BUI N ING 9� Q LULU S A �`� I U O 14 .5 _ R3' I 100 ;t 00 G. E SS R 0 ( IL) F N 5' 18'6 24' I I 1p Mc -I ZONING TYp I i0) M M 0)UNINCORPORATED TERRITORY AN( RY EW ER Al _ PI TYP. I - W W 140 u - 13 w OHO 138 oASL 1 37 /� R3 11 I d on I iNOT PLATTED I!1■iSTORMWATER HMARK # 1 7 SITE DATA MARK N&D EELEVATION 137.78 EXISTING SITE AREA 112,650 S.F. (2.586 AC) VD 88 PERVIOUS AREA 109,126 SF (96.9%) IMPERVIOUS AREA 3,524 SF 3.1%) w -INV=133.94 PROPOSED SITE AREA 2,650 S.F. 2586 AC) r� urn ur PERVIOUS AREA 48,491 SF (43.0%) EPA IMPERVIOUS AREA 64,159 SF (57.0%) ✓133.59 EP ti BUILDING AREA 7,429 SF ( 6.6%) OWE 33.8 _ PAVEMENT/SIDEWALKS 56,730 SF (50.4%) 36"RCPuT INV=134.06 ZONING A-1 (GENERAL AGRICULTURAL) ---------------------- uE - - - uE UEI DIRT 5' WIRE DW FENCE PARKING REQUIRED INV=133.34 INV-134.38 PO 1 SPACE PER 10 STUDENTS PLUS ADMINISTRATIVE OFFICE • NUMBER OF STUDENTS AT FULL 1 SPACE PER CLASSROOM BUILD OUT = AND 288 WN((I''�R�E FN F5FF' STORMWATER INLET NO • NUMBER OF CLASSROOMS / OFFICES - 20 (TYP) ALS (288 / 10) + 20 - 49 SPACES gt FNE PARKING PROVIDED NO ASPHALT REGULAR 69 SPACES PAVEMENT 1 1' ADA ACCESSIBLE 3 SPACES WNW U N Q TOTAL 72 SPACES 5LLJ 0 Ill O G TOPOGRAPHY rH 3 O M ELEVATIONS BASED ON NGS (NATIONAL GEODETIC SURVEY) BENCHMARK #L429 U N O o HAVING AN ELEVATION OF 105.51 FEET, (NAVD 88) 5' O 000 rI ;I zr-izrl NOTES: • THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WATERSENSE PLUMBING FIXTURES AND ENERGY STAR APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEE'S CODE OF ORDINANCES. • ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. 0 ^u� PAVEMENT z w.I FND 1/211 IR NOT PLATTED S FE 101 7 8 9 11.92' I$ I LS #5238 ORB 5872, PG 2167 ? L M LE ro I ALSO 132 1/ " FND 5/811 IR FND 1/2 IR _ �'\A/1 1 134 _ __ __ __ _ # I I NOT PLATTED NO # ' 3' EA '!� I I LB #4596 N89 07 09 E 613.58 MEAS o r n r ORB 9837, PG 9446 V - 11 Q 4 E PROPOSED SANITARY SOUTH LINE, NW 1/4, NE 1/4, -- I STORMWATER INLET FORCE MAIN N89°06'36"E-614.10' CALL-- -- - (TYP.) _ _ _ _ - - NE 1/4, SECTION 7-22-28 0.4'W 133 134 -- F RYp)EW j LI S ION E EAK N8900613611E 1257 62' CALC FIRE MAIN - - 7-vm,40 FML13-L20 F - -1/211 I R / / 1 177 (* 22 121 ] R15' R15' 1 14 (TYP.) B V B 223 H WET 2-10 END / / ,vl y3 178 _ - - - - - - 22_4 -� - - - - �� ' . LB #6 / NICE STORMWATER h o I V= 4.2 EP WETLAND LINE / a w w sT w I FIRE DEPT -PER SITE PLAN- WI ES$ 6Z d / / PIPE (TYP.) RIP RAP INV=134.2 o __ CONNECTION ------------------------------------------------------ -------------------------------------------------------------- -- - -- - - - - - ----------------- ' / END ROADW o a1• w I !r! TER ' - ,WATER TYP j MAIN ASPHALT MONUMENT zp., o IO sr SIGNS CONNECT TO EXI G EP MULCH OFFSETs6z� �� - aC®.r o 383.76' EAST % Zt< p,, �8' ASPHALr T w hFIRE SERVICE ' 4 JP ARKIN .CW EMS sr202.1 -POST INDICA2M2 240 / Z3 SIDEWALK PAVEMENT r VALVE 3 PS Q ZONING / 9S ^ 0G Iv W A-1 (GENERAL AGRICULTURE) 2 STORY BLOCK 2 8 / n t ni ADDRESS #1612 � �^ SS 29 � 24 WA R SER ECO NEC 0 XISTING FFE=141.60 - 231 �I J / WET 2-9 1 CO ECI TO ISTING S INV=134.7 237 I I S INV=134.79 ; /I' Z 174.4' 232 S SEW R MANHOLE NW INV=134.79 6 NORTH U R �I CW CW O, , v Z r 0 30'; �'� 60� /P R P N rn''I m rn covD 6.9' 13.4 ooI'II 0 m ® ! _ A II c ,� 233 Q 1� IRAPHg4 A� / Nmoo 5 NV1136 42 �, A o 0 z o°10 I 0 I W CV V CD CD a Q O> �..�..� m o � N Q w W U of m QQ J 00 Q M N z� O (� 0� V wQ J CD o CIL w Q 0 Z O Ln w Q0 0 0 z w Z O � 0 0 � c� r w a 13 P*1 Digitally signed by Sarah Smith DIN: c=US, o=Z DEVELOPMENT �' m SERVICES, xz ou=A01410D0000016D88784E26 i 00004860, cn=Sarah Smith a Date: 2020.10.15 09:03:31 -04'00' a LJJ 0 w L I Lu Q z0 000< 2: 3: o zLuor- O O � J LL Q z LJJ O oo z O DATE:3-06-20 DRAWN: SS CHECKED:RZ EX2 PRELIMINARY SITE PLAN PROJECT NO.: 2019 263 EXHIBIT 11B" SECTION D. ASSOCIATION CONDITIONSOF APPROVAL 1. INTENTIONALLY DELETED. SECTION A. GENERAL SECTION E. STREETS 1. THE CITY OF OCOEE, FLORIDA (THE "CITY") IS SUBJECT TO THE TERMS, PROVISIONS AND 1. INTENTIONALLY DELETED. RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING SECTION F. STORMWATER MANAGEMENT SYSTEM HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 1. ALL RETENTION PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. 2. THIS PROJECT SHALL BE DEVELOPED IN A PHASES. 2. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC 3. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, ROADS WITHIN THE PROJECT. WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 3. ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE FIFTEEN FEET (15') FEET FROM THE 4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THE PROPERTY SHALL BE TOP OF THE BANK. CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE OF ORDINANCES (THE "CODE")' WHICH CODE INCLUDES CHAPTER 180, THE CITY OF OCOEE LAND DEVELOPMENT CODE (THE "LAND 4. UNLESS OTHERWISE SPECIFICALLY PROVIDED FOR,THE SWMS, INCLUDING ALL PIPES, INLETS, DEVELOPMENT CODE"). MANHOLES, STRUCTURES AND RETENTION PONDS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE OWNER. 5. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE 5. NOT WITHSTANDING THE CONVEYANCE OF THE RETENTION PONDS TO THE OWNER OR ANY PROVISION EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE OWNER SHALL REMAIN PLAN. RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS, INCLUDING ALL RETENTION PONDS, UNTIL SUCH TIME 6. ANY DAMAGE CAUSED TO ANY PUBLIC STREET AS A RESULT OF THE CONSTRUCTION ACTIVITIES AS: RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE I. THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND THE APPROPRIATE CERTIFICATE OF GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. COMPLETION IS ISSUED BY BOTH THE CITY AND THE SJRWMD; I. THE RETENTION PONDS INTENDED TO BE CONVEYED TO THE OWNER HAVE IN FACT BEEN CONVEYED TO THE OWNER; 7, THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREETS EXCEPT AT THE III. THE OWNER IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN/FINAL SITE PLAN. AND ALL TRANSFER RECORDS REQUIRED BY THE SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD; 8. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY IV. THE CITY HAS BEEN PROVIDED WITH A COPY OF THE OWNER'S PROPOSED MAINTENANCE PLAN FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE WITH RESPECT TO THE SWMS; AND DEVELOPMENT REPLACING THOSE USES. V. THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE OWNER ACKNOWLEDGING RECEIPT OF THE OWNER'S PROPOSED MAINTENANCE PLAN WITH RESPECT 9. DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO THAT CERTAIN DEVELOPMENT AGREEMENT DATED AS TO THE SWMS AND THAT THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE RECORDED IN OFFICIAL RECORDS BOOK _ _, PAGE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. SWMS. 10. ALL LEGAL INSTRUMENTS INCLUDING, BUT NOT LIMITED TO (I)DECLARATIONS OF COVENANTS, 6. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND EASEMENTS AND RESTRICTIONS FOR THE PROPERTY; (II) ARTICLES OF INCORPORATION AND BYLAWS OF SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS AND THE PROPERTY OWNERS' ASSOCIATION (THE "ASSOCIATION"); AND (III) WARRANTY DEEDS, EASEMENTS ANY LIFT STATION TRACT SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF AND BILL OF SALE DOCUMENTS TO THE ASSOCIATION, THE CITY, THE COUNTY AND/OR THE ST. JOHNS COMPLETION FOR THOSE CORRESPONDING PHASES. RIVER WATER MANAGEMENT DISTRICT ("SJRWMD") SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO PLATTING ALL OR A PORTION OF THE PROPERTY. SECTION G. WETLANDS/100 YEAR FLOOD PLAIN 11. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LAND DEVELOPMENT CODE. 1. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF TWO FEET (2'). 12. EACH FIRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 2. THE OWNER SHALL COMPLY WITH ALL REQUIREMENTS OF THE CITY AND OTHER GOVERNMENTAL ENTITIES WITH JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED AND TO PREVENT ANY 13. THE OWNER OF EACH TRACT SHALL BE RESPONSIBLE FOR INSTALLING REUSE LINES ALONG WITH THE DISTURBANCES, SILTATION, OR OTHER CONSTRUCTION BELOW THE NATURAL WETLAND LINES. FURTHERJUE OTHER SUBDIVISION INFRASTRUCTURE AT SUCH TIME AS REUSE WATER IS AVAILABLE TO THE PROPERTY, AREAS BELOW THE NATURAL WETLAND LINES SHALL BE FENCED OFF (AND SILT FENCES SHALL BE THE OWNER SHALL BE RESPONSIBLE FOR CONNECTION TO THE REUSE SYSTEM LINES. INSTALLED) DURING CONSTRUCTION ACTIVITIES IMMEDIATELY ADJACENT TO THE WETLANDS, IN ORDER TO MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSTRUCTION. 14. PURSUANT TO THE LAND DEVELOPMENT CODE, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE 3. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REGULATED BY SJRWMD AND SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION OF THE CITY. THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. GENERAL OR INDIVIDUAL PERMITS ARE REQUIRED FROM THESE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 15, TO THE EXTENT THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL CONFLICT WITH THE LAND DEVELOPMENT CODE, THE PROVISIONS OF THE LAND USE PLAN AND THESE CONDITIONS OF 4, AT THE TIME OF SUBMITTAL OF THE FIRST PRELIMINARY SUBDIVISION PLAN OR SITE PLAN APPROVAL SHALL CONTROL. REVIEW FOR THE PROPERTY, THE OWNER WILL MAP THE JURISDICTIONAL WETLAND LINE ON THE SITE AND ESTABLISH A TWENTY-FIVE FOOT (25) UPLAND BUFFER FROM THAT LINE. DEPENDING ON THE RESULTS, 16. [IF TO CITY] TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE THE CITY MAY ALSO REQUIRE A CONSERVATION AND DRAINAGE EASEMENT OVER ANY WETLANDS OR CONVEYED TO THE CITY AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE DESIGNED IN ADJOINING CONSERVATION AREA. THE USABLE AREA OF THE SITE WILL BE REDUCED BY THIS ACREAGE ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. AND ALL DEVELOPMENT CRITERIA WILL BE REDUCED PROPORTIONATELY. PRIOR TO OR AT THE TIME OF DEVELOPMENT OF ANY PORTION OF THE PROPERTY, IF A CONSERVATION AND DRAINAGE EASEMENT IS [IF TO COUNTY] TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE REQUIRED, THE OWNER SHALL CONVEY TO THE CITY THE CONSERVATION AND DRAINAGE EASEMENT, THE CONVEYED TO THE COUNTY AT THE TIME OF PLATTING. LIFT STATION FACILITIES SHALL BE DESIGNED TO FORM OF WHICH SHALL BE APPROVED BY THE CITY PRIOR TO THE CONVEYANCE. ACCOMMODATE A MASTER PUMPING STATION CONSISTENT WITH THE COUNTY'S UTILITY MASTER PLANS. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SETBACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT SECTION H. COMMERCIAL PROJECTS STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR GUSTRUM. INTENTIONALLY DELETED. SECTION B. TREES SECTION I. SINGLE-FAMILY RESIDENTIAL PROJECTS 1. EXISTING TREES EIGHT FEET (8') OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) INTENTIONALLY DELETED. LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE; THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. SECTION J. TOWNHOME PROJECTS 2. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS INTENTIONALLY DELETED. MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS OR TRACTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON THE SAME EXCEPT AS SPECIFIED IN THE APPROVED FINAL SUBDIVISION PLAN/FINAL SITE PLAN, UNTIL BUILDING PERMITS ARE SECTION K. WEKIVA STUDY AREA ISSUED FOR THOSE LOTS/TRACTS. 1. FOR DEVELOPMENT OR REDEVELOPMENT OF PROPERTY LOCATED OUTSIDE THE OCOEE COMMUNITY 3. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND REDEVELOPMENT AREA (CRA) BUT WITHIN THE WEKIVA STUDY AREA ("WSA") BOUNDARY, AND WITH THE RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN/FINAL SITE PLAN. ALL EXISTING EXCEPTION OF A SINGLE-FAMILY HOME ON AN EXISTING LOT, THOSE PORTIONS OF PROPERTIES THAT PROTECTED TREES ON INDIVIDUAL LOTS AND TRACTS WILL BE EVALUATED AT THE TIME OF SITE PLAN CONTAIN AT LEAST ONE (1) OF THE THREE (3) FOLLOWING RESOURCES: (I) MOST EFFECTIVE RECHARGE REVIEW FOR THAT LOT OR TRACT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. AREAS, (II) KARST FEATURES, OR (III) SENSITIVE NATURAL HABITATS INCLUDING LONG LEAF PINE, SAND HILL, XERICOAK SCRUB, OR SAND PINE SCRUB VEGETATIVE COMMUNITIES, ARE BE SUBJECT TO A 4. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD MINIMUM THIRTY-FIVE PERCENT (35%) WEKIVA OPEN SPACE REQUIREMENT. RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION 2. OPEN SPACE REQUIRED TO BE PRESERVED WITHIN THE WSA BOUNDARY IS DEFINED AS:ANY PORTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. OF A PARCEL OR AREA OF LAND THAT REMAINS UNDEVELOPED, OR MINIMALLY DEVELOPED, SUCH AS TRAILS AND BOARDWALKS AS PART OF A NATURAL RESOURCE PRESERVE OR RECREATION AREA, 5. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES STORMWATER RETENTION AREAS THAT FOLLOW BEST MANAGEMENT PRACTICES (BMPS), UPLAND BUFFER WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED RETENTION SWALES (PER POLICY 7.7.3), NATURALLY VEGETATED AREAS, AND TRACTS FOR PEDESTRIAN TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE CONNECTIONS. SUCH DESIGNATED OPEN SPACE EXCLUDES WATER BODIES, LOTS, STREET RIGHTS OF WAY, GRANTED TO REMOVE A TREE IF THE OWNER HAS FAILED TO TAKE REASONABLE MEASURES TO PARKING LOTS, IMPERVIOUS SURFACES AND ACTIVE RECREATION AREAS INCLUDING GOLF COURSES. ALL PRESERVE THE TREES ON SITE. WEKIVA OPEN SPACE AREAS SHALL BE RESTRICTED TO PROHIBIT USE OF FERTILIZER AND CHEMICAL APPLICATIONS, BUT MAY PERMIT MECHANICAL METHODS FOR ROUTINE MAINTENANCE. RULE 9J-5.003(84), 6. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS AND TRACTS F.A.C. [WEKIVA PARKWAY AND PROTECTIONACT (WPPA): CH. 369.321(3),F.S.] CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. 3. NATURALLY VEGETATED SWALES ARE REQUIRED TO BE PLACED WITHIN THE UPLAND BUFFERS 7. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. SURROUNDING LAKES OR WETLANDS. THE PURPOSE OF THESE SWALES IS TO IMPROVE THE WATER QUALITY OF THE STORMWATER RUNOFF AND ENSURE THAT THE SWALE FILLS AND EXFILTRATES INTO THE SOIL SO THAT THERE IS NO SHEET FLOW INTO THE LAKE OR WETLAND. THIS METHOD OF WATER QUALITY SECTION C. EASEMENTS/UTILITIES IMPROVEMENT SHALL MIMIC THE ABSORPTION AND POLLUTANT REMOVAL ABILITIES OF A NATURAL LOW SPOT IN THE TOPOGRAPHY AND MUST FOLLOW ACCEPTED BEST MANAGEMENT PRACTICES (BMPS). 1. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE STORMWATER RUNOFF FROM DEVELOPED LANDS ADJOINING WETLANDS, LAKES AND/OR FLOOD PLAIN TIME OF PLATTING. AREAS SHALL BE DIVERTED TOWARDS SWALES, HOLD THE RUNOFF, AND THEN ALLOW IT TO SLOWLY 2. ALL UTILITIES TO BE PLACED WITHIN THE TEN FOOT (10') EASEMENT ALONG THE FRONT OF EACH LOT RELEASE INTO THE SOIL COLUMN. [WEKIVA PARKWAY AND PROTECTION ACT (WPPA): CH. 369.321(3),F.S.] WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 3. ALL UTILITIES INCLUDING ELECTRICAL, CABLE,TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 4. UNLESS OTHERWISE NOTED, THERE SHALL BE A TEN FOOT (10') UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 5. FINAL EASEMENT DIMENSIONS WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN/FINAL SITE PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 6. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 7. AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS AND OVER ALL DRAINAGE EASEMENTS SHOWN HEREON IS HEREBY GRANTED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OF LIABILITY UPON THE CITY TO ENTER UPON THE PROPERTY IT DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY. O O Z �� �� w ^� V CD CD a Q 0 J `^ M o w CV w Q W V of m Q J Q W cli N z� 0 M (� O0 V wg Z W 0 � 0 w Q Z O to w w N Q o 0 Z w � O_ 0 0 U Ln >u } U wa „....... No y= *] 13 �� s a igitally signed by Sarah Smith N: c=US, o=Z DEVELOPMENT m ERVICES, u=A0141 OD0000016D88784E2 a 00004860, cn=Sarah Smith a ate: 2020.10.15 09:03:12-04'00' a J LJJ ^/ I..L D O 11J L Lu Q z0 00Q 2: 3: o zLuCir- o QO J LL Q z Lu 0 0 z z 0 - DATE:3-06-20 DRAWN: SS CHECKED:RZ ZL EX3 CONDITIONS OF APPROVAL PROJECT NO.: 2019.263 C rULLtK I.KUJJ KUAU bU- K/VV LINE TABLE: L22 N89057'30"W 50.00' N89045'34"W 50.47' L23 S00021'20"W 30.00' IV67 JV JJ C LJV1.1L IVICFIJ EPAv N89057'30"W 210.00' DESC —� UITL I --- - ------------------------4----------- 5' WIRE FENCE I I ✓DIRE VCE I JR I I I I I U cn I WcnWQ I LV — Lu I ON C)r I cVOr� I 0 o d I 0 0000 0 � I z r-' z I I I I I I N89050'26"W 209.68' MEAS N89057'30"W 210.00' D�SC ��,CekF rP�^eN�..oNDR1R,nnPNQR� _ e-4' CLF I yi N89006'36"E 257.62' CA FM— C!1'7_�NI:II[tl.Ytl_�I111�1 ( IN FEET ) 1 inch — 30 ft. N89006'36"E 257.62' CA FM— C!1'7_�NI:II[tl.Ytl_�I111�1 ( IN FEET ) 1 inch — 30 ft. 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Registration -LA 6667308 Lu ^/ I..L 0 Lu V I " Lu Q zo 0OQ 2: 3:0 zwoc OQo Q J LL >zL LOU O O z -�O DATE:3-06-2020 DRAWN: JB CHECKED: JB TREE MITIGATION PLAN L1 PROJECT NO.:2019.263 U L R CROSS ROAD 60' R/W- TABLE: 0"W 50.00' DESC 4"W 50.47' M EAS "W 30.00' DESC 18"RCP- 16 UTL 1��%"HDP 5' WIR FENCE N QNO"-o 3 GPM ,\OF- GPMQ 1GPMQNOFz 2 vo me z vo �- ^0 13 vo Map16 5' WIRE FENCE SOD SOD SOD L2 W GP p� 1 TL , ,r,,UTL GPM6N011- t Le43voODOD SOD (/) J LLJJ La 0 U 9 l� N M vo M M O O 0 Maple �Map\e Maple 5\ F� 36" RC 1 A TD 5' WIRE FENCE 7 _ N89050'55"E 2561.12' _M EAS _ E - V N89°57'30"W 210.00' DESC � I � I JTL I I '--5' WIRE FENCE I I I I I I I I I I I I w U (/) w cn Q I O LL,LLI 0 N r--I LL r.A O m Oy N O° 9\\ v I OOOpy I z 00 z XMQ o � i I 70 I I vo I N89050' 26"W I 209.68' M EAS N89057'30"W 210.00' DESC 42 MO°m6'F vo GPG�4' FMPe T1 I SOD SOD N soGq SOD 1 TD TD 1 TD UC E 47 2 TD vo 11 e e e e e e v o 0 o e e e e e o o e e e e e SOD *ODSO a722O—_Vn------------ TD TD 1 TD � r Bea GRAPHIC SCALE 20 0 10 20 40 ( IN FEET 1 inch = 20 ft. 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1.800.432-4770 or 811 0 ITS THE LAW IN FLORIDA 0 FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION CDQ � U L i�v ' /�� Cn NE EQ i ) U�Q L ai rn Cu Z Cu Nm lay U a -0 ' ^ N Cu N Cu LL I..L Q m Q a, Q Q N r` 00VJ Cu 0 � o �C'^) N 0 N M Q7— 1=—J M J �: LL ~ 2- Q 0 U U �z L`e)0 cD U ce) LL'14-0 0 O O of O l0 zv 00 O W V d Q O J `^ m w N Lu w W Q V ctf m � Q00 J CD Q M N z" 0 (� 0 V w z Q J OD 00 LY W Q 0 z O Ln tY W Q� 0 nI ri � O ri z W z O � O w cr� V DATE:1 O�p.NDSCgA �f�P'RI� Fyn 63 O 6 730 tm E J y O c<ORIOP Jason P. Bridg r Registered Landsca e Architect FL. Registration -LA 6667308 W ^/ I..L Ow L I " Lu C) z0 0 0 < 2: 3: n zwoc OQO QJL.L >zL u c)0 zo z -�O DATE:3-06-2020 DRAWN: JB CHECKED: JB LANDSCAPE PLAN L2 PROJECT NO.:2019.263 9 WN vo � O00 Ln�Lr) 6' cy 0 NnIN r-1 �0 r-1 N 0 N O O O 000 000 1 � TD 23 VO T WIR FENCE 5 vo 5 GP $QNO� vo 26 VO 1 TD cPMPN�0 ,: PLAND BUFFER =R SITE PLAN 5' 13 SOD GY•]� SOD a' \08, SOD A A A A A A 1 TD gg llotpmos i N w orm—mmil I i ME 16 1 4,001--44 41 1I1m1!!111m!7=—dM 5I CA 2 WIRE FENCE 0 0 00 rn 00 0 w I ICALn 4 n V I 7 -' T E 260.181 SOD O O_AriOlAIir ntr n nni O O 9 E 0 9 O r o i o 0 i o 0 Ln DN7 Cw COVD L-------- MI 00;;t00 M t(Y) Cn M M www 0 �O N 00N O O O 000 000 zzz m Igo] N89006'36"E 1257.621 CALC FM FM FM ova 202.1' 2 STORY BLOCK ADDRESS #1612 FFE=141.60 174.4' Cw 6.91 rn 13.4' F GRAPHIC SCALE 20 0 10 20 4a ( IN ]FEET 1 inch = 20 ft. L 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1.800.432-4770 or 811 0 IT'S THE LAW IN FLORIDA 0 FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION <�� 2� U L iv / U) N �Q i E . U�Cu.- L � ai Q Z M'Nm Cu� U: cc: ' ^ vJ"=J fB N fBL.L� O -E w 0 Q ., Q a) 00 LO o VJ NJ N C,M Q�_ S=—J C) _3 ~ Q 0 -0 q U 6 ULN`2 LL-4-C)tFE U O O O o0 0� Z�� W N V a Q O J> m o w rn r-i w w < V � � Q J o OD Q rry i N 0 0" (� 0 V w Q J OD 00 (Y w Q 0 z O w tY w Q� 0 N ri � O ri Z w Z O 2: O L w � V DATE:10/ V LANDS �BR/p`c 66 7 � — OF 1m �DRI DAB'* ,fy Jason P. BrI Re istered Landscape Architect FL. Registration -LA 6667308 w Ow > Q w C) z0 O O Q 2: 3: C) zLuoc OQO QJL.L > z w o�O z —�O DATE:3-06-2020 DRAWN: J13 CHECKED: JB LANDSCAPE PLAN L3 PROJECT NO.:2019.263 EDGE OF PAVEMENT OR CURB EDGE OF BEDLINE TURF NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUALLY FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTED SLIGHTLY TO CREATE SMOOTH FLOWING BEDLINES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6"- 12" UNIFORM CLEARANCE (MULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEDLINE (TYP.). SHRUB/GROUNDCOVER SPACING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS; 30 GALJ10 TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. REINFORCED RUBBER HOSE ORANGE FLAGABOVE TURNBUCKLE #10 GAUGE WIRE WITH GALVANIZED TURNBUCKLES ATTHREE LOCATIONS (120" APART) MINIMUM 2" MULCH AS SPECIFIED AND 12-18" FROM TRUNK 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY 2"x4" X 2'-6" P.T.P. WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX- 1/3 SAND, 1/3 PEAT, 1/3TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. DROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS, 30 GAL./10 TABLETS, 35 GAL./15 TABLETS, DR ONE TABLET PER EACH 1/2" DF TRUNK DIAMETER. PRUNED AND TIED FRONDS. TWO LAYERS OF BURLAP TO PROTECT PALM TRUNK FIVE 2" x 8" x 8" P.T. WOOD BATTENS WITH TWO STEEL BANDS TO SECURE BATTENS THREE 2" x 4" P.T. WOOD BRACES TOENAILTO BATTENS. DRIVE BRACES TO UNDISTURBED EARTH. MINIMUM 2" MULCH 6" SOIL BERM PLANTING SOIL MIX- 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONNTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOTBALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. PALM PLANTING DETAIL NOT TO SCALE PROVIDE AGRIFORM (20-10-5) FERTILIZER TABLETS AT THE FOLLOWING RATES: 3 GAL./ 2 TABLETS: 1 GAL./1 TABLET. PROVIDE 6" MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). 2" MULCH MINIMUM - UU NUI CUVER MAIN 51 EM SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 12" MINIMUM DEPTH OF PLANTING SOIL MIX IN SHRUB/GROUNDCOVER PLANTING BEDS. PLANTING SOIL MIX- 1/3 SAND, 1/3 PEAT, 1/3TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS 30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. REINFORCED RUBBER HOSE #10 GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES THREE 2" x 2"x 8' P.T.P. STAKES MINIMUM 2" MULCH AS SPECIFIED AND 12-18" FROM TRUNK 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY PLANTING SOIL MIX- 1/3 SAND, 1/3 PEAT, 1/3TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. MULTI -TRUNK TREE PLANTING DETAIL NOT TO SCALE LANDSCAPE PLANTING NOTES- 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 2. ALL PLANTS SHALL BE FLORIDA FANCY, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING, AND AFTER INSTALLATION. 4. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN. 5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. 6. ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH. 7. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. 8. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 9. ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL. LANDSCAPE CONTRACTOR NOTES 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLYAND AT NO ADDITIONAL COST TO THE OWN ER. 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS SHALL RULE. 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. PLANT LIST SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS TREES TD 20 TAXODIUM DISTICHUM BALD CYPRESS SINGLE TRUNK, 2" - 2.5" DBH, 8'- 10' FT HT, 3' SPR, SPACE AS SHOWN GUY SHRUBS VO 438 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 30" HT. x 30" SPRD. /FULL /7G 30" O.C. LITTORAL SHELF PLANTINGS NOO 507 NYMPHAEA ODORATA ODORATA AMERICAN WHITE WATER LILY 1 GAL CAN FULL 18" O.C. PP 335 PENNISETUM PURPURCUM 'VERTIGO' ORNAMENTAL MILLET 3 GAL CAN FULL 24" O.C. SOD SEE PLANS PASPALUM NOTATUM 'ARGENTINE' ARGENTINE BAHIA SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY. MULCH SEE PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY. 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1.800.432-4770 or 811 0 IT'S THE LAW IN FLORIDA 0 FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Q N E U L (D cu ' /�� Cn EQ i � E 0)Q . U�cu— L (1) (1) 0) cu z � U) co cu 3: U� � 0) ^ vJ"=J (1)cu cn fBLL� W 0 Q .� Q< (1) 0- 0- N r— 00 � o �'^ U) NJ N M O w Q E—�_ J � M Il cu _3 LL ~ 0 Q O cu O � U 6 U �z `04 LL�cltFE U U O 0 O Q> CD lfl zv 00 O Lu V CD CD d Q O J `^ m o Lui CV w Lu Lu Q V CIL m Q 1 CD OD Q m N zI 0 J 0 w O Z Q J � O � �0 W Q z 0 W (Y W Q O Lr) rl � O rl H z W z 00 � LuW cr� V DATE: 10/15/2020 X.PNDSCAp 2`� � F9 co IQ 66 308 Jason P Regist d La cape Architect FL. Registration -LA 6667308 Lu ^/ I..L 0 Lu > V / Q Lu Q z0 0OQ 2: 3: n z Lu oC O � O J LL Q >ZL LOU O O z -�O DATE:3-06-2020 DRAWN: JB CHECKED: JB LANDSCAPE DETAILS L4 PROJECT NO.:2019.263 U L R CROSS ROAD 60' R W_ I- - - - - - - - - - - - - - - - - - - - - - - - - N UTL MQyol'- ! GP NOF- GPMP GPMQNO1'1- ° �vkbFF Gp,oto 3 O cPMQN� Lel 91 5, 'T ITn 6" `� y N TL 0 01 SITE BENCHMARK # 1 SET BENCHMARK N&D ELEVATION = 137.78 DATUM = NAVD 88 UTL EP I 1 I UTL ST f--------�t--------------------------------------------I--------------- I A I I I I I I I I I zMPo O"�'- I I I I I I I I I I I ,O� I 9 I GPMQNo11- N I I I I ' I I I I I Ov, l I naK GPMQQNO N�, MPNOF� _ 'SLEEVE S— — S R 0 SLEEVE N3r.PM, Pad GN- , ,oar 2" SLEEVE 6�19 2" SLEEVE lI S S S S paK ko 6„ ° LIILIII ICTC.Ii,'�i� 2" SLEEVE „1k'6l1 S GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTE TO IRRIGATION CONTRACTOR: EXISTING IRRIGATION TO BE MINIMALLY DISTURBED AS MUCH AS FEASIBLE. ANY AND ALL BROKEN HEADS, VALVES, PIPING, OR OTHER IRRIGATION COMPONENTS ARE TO BE FIXED, REPAIRED, OR REPLACED TO ENSURE PROPER WORKINGS OF THE EXISTING IRRIGATION AND THE NEW IRRIGATION SYSTEM. EXISTING IRRIGATION SPRAYHEADS AND PIPING NOT SHOWN. MAINLINE AS PREVIOUSLY DESIGNED SHOWN FOR CLARITY. 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1.800.432-4770 or 811 0 IT'S THE LAW IN FLORIDA 0 FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION a�i�QE (D U L iv ' /�� v, EQ (DE � 0)U . L � ai Q �Cu Z Nm C� fB J N Cu O� LL s I..L Q m Qr` a� o U) U) NJ 04 Q70 C:—J CM U �: LL ~ Q 0 Z O U U `04 LL144-C)tF U O O 0 O O> O lfl z�� W N V aQ O J ` ^ m o w CV Lu w W Q V CIL m o00 J Q m N zI 0 (� 00 V w Q J OD 0 OL 0 w Q z 0 w tY W Q 0 nI � ri � O ri Z Lu Z 0 � 0 rn Luw � V DATE:10/ �p LANDS ��BR/p`c<11 66 � OF %m Y ��RIDA �i Jason P. BrI Re istered Landscape Architect FL. Registration -LA 6667308 Lu 01u > Q W Q zo 0OQ 2: 3: n zwoc O QJL.L >zL LOU O O z —�O DATE:3-06-2020 DRAWN: JB CHECKED: JB IRRIGATION PLAN L5 PROJECT NO.:2019.263 I1'S 0 o' GP geNpFz Map\2 S s cPMeNp��: O O 0 A A A A A A 2" SLEEVE S 0 ialG9���1/� IQ Ili n A A n A A 4 5 6 0 RIP RAP, I i I I I I I I I I I I I Ln El A 2" 1 NO I0� Cw COVD 3" C 1 111V4"IIS I 01 •' min SLEEVE 21 IV ova 202.1' 2 STORY BLOCK ADDRESS #1612 FFE=141.60 174.4' Cw I 1 I I p I < I 0 I I ml ON :]• 6.9 Cl_ ON ST 13.41 4 o d� GRAPHIC SCALE 20 0 10 20 4a ( IN ]FEET 1 inch = 20 ft. NOTE TO IRRIGATION CONTRACTOR: EXISTING IRRIGATION TO BE MINIMALLY DISTURBED AS MUCH AS FEASIBLE. ANY AND ALL BROKEN HEADS, VALVES, PIPING, OR OTHER IRRIGATION COMPONENTS ARE TO BE FIXED, REPAIRED, OR REPLACED TO ENSURE PROPER WORKINGS OF THE EXISTING IRRIGATION AND THE NEW IRRIGATION SYSTEM. EXISTING IRRIGATION SPRAYHEADS AND PIPING NOT SHOWN. MAINLINE AS PREVIOUSLY DESIGNED SHOWN FOR CLARITY. • ::..:.. � :';`. '. �:'::;•;:; is ::;:.j 00 Cu 00 ••ri: i':.:i'.. i:s:....::::::...: -� _ (D=Q rT U L (D aD ILLQ N a.� Z Cu L LC,m (6 cv3: N U C O i o ..... Cu "=J Cu LL C w N n L (6 ..... Q00 QQ N L� ............. Cu 0 ~ I LO o /�//`�� VJ 0 0 N 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1.800.432-4770 or 811 0 IT'S THE LAW IN FLORIDA 0 FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Q �—c —J CM Jo o ~ C D- U QCu 70Z � 6 C)C:"`n 4i U O - 0 tFE o O O (D0) lfl ZDD (D W N V d Q O J `^ m (D w N W W Q V Ln CIL m Q J 1 00 Q M N zI 0 (� O� V w Q J OD (D OL r-O W Q 0 Z O w tY W Q� 0 c'4 � o z W z O � O W � V DATE: 10/1 D AAFq O�PND 7 m ATE OF r FLOR�P Jason P. Re istered Landscape Architect FL. Registration -LA 6667308 w Off D O w > Q w �C) z0 00< C) z Lu oC OHO Q > z �C:)O ,w zQ0� z�0 DATE:3-06-2020 DRAWN: JB CHECKED: JB IRRIGATION PLAN L6 PROJECT NO.:2019.263 IRRIGATION DETAILS I. �. i 1.I. IUM CLEARANCE DOOR OPENING IC-XXOO-M CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE 1/2" POWER SUPPLY CONDUIT J BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE U I -CORE WALL MOUNT CONTROLLER F L 2' W M) 18-24" COILED WIRE WATERPROOF CONNECTORS (2) ID TAG REMOTE CONTROL VALVE MODEL ICV-(SIZE,SEE EQUIP. SCHEDULE)G WITH FILTER SENTRY ('FS') FINISH GRADE ,1/lliyj a;-,�i3 80 T.O.E. NIPPLE LINE PIPE & FITTINGS BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL PLACE CONTROL WIRES UNDER MAIN ICV-151 OR 201 GLOBE VALVE U HUNTER ET SYSTEM 1 n 01 PCN BUBBLER NOZZLE 20 SCH 80 NIPPLE 3O FINISH GRADE ®SCH 40 THREADED COUPLER PRO FLD( SWING JOINT: HUNTER 'PRO -FLEX' TUBING & �HSBE-050 ELBOWS (2), ALSO MARLEX STREET ELBOY' "� © LATERAL TEE OR ELL 7QLATERAL PIPE MODEL HCV-50E-50M CHECK VALVE kCJPCN BUBBLER MODEL ET SYSTEM SENSOR (OPTIONAL ET WIND NOT SHOWN) SUITABLE POST OR POLE MOUNT. MII Eft. ABOVE TURF, MIN 15ft AWAY FROM STRUCTURES CONDUIT FROM ET SYSTEM SENSOR TO ET SYSTEM MODULE MODEL ET SYSTEM MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER COMPATIBLE HUNTER CONTROLLERS: SRC, PRO-C, I -CORE, ACC COMMUNICATION WIRE FROM SENSOR TO MODULE 'INISH TRADE CONCRETE 12"/16" SLAB 24" 24" 24" :,:>,...... _ .... 4" WIRE 4TERAL ::'�":. Q "':: ' SLEEVE ,... 4" t V. :'';`:: :' $" •:i . •.:. RE -,•.• �S:;.a.: ?.,... PVC LATERAL V :, : '•'.�;a' 4- PIPE ,• .:,. .:•.:�.,::,;_. 4" ,:ct ;.: r.' , ;• µ.. SLEEVE ®•'' :. IINLINE .:'' '' 4 " 1. BEDDING�SHALL BE PLACED AND LEVELED PRIOR TO INSTALLATION OF BURY ITEM. -To' 2. BACKFILL SHALL BE PLACED IN MAXIMUM 6" UFTS. ,'• • ``'• '' 3 SLEEVE ALL PIPE AND WIRE SEPARATELY. SLEEVE 2 X DIA. OF PIPE (MIN 2"). ONE ' PIPE PER SLEEVE SLEEVES TO BE PRIMED AND SOLVENT WELDED. FINISH '' FINAL 4. ALL PIPE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS NTH PIPE LABELING GRADE . " BACKFILL FACING UP FOR INSPECTION PURPOSES. PROVIDE A MINIMUM OF 2" CLEARANCE TO :^ ••'',.r : SIDE OF TRENCH AND BETWEEN PIPES ALL 120 V. WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE ^',+`.' .x'••+ REQUIREMENTS +' = • ` �..+:.i 6. TAPE AND BUNDLE IRRIGATION CONTROL WIRES EVERY 10'. PROVIDE LOOSE 20" LOOP AT ALL CHANGES OF DIRECTION OVER 30: COVER 7. ALL REMOTE CONTROL VALVE WRING NOT INSTALLED WITH MAINLINE PIPE SHALL BE INSTALLED IN A MINIMUM 2" SCHEDULE 40 GREY ELECTRICAL CONDUIT OR AS BURY APPROVED. ITEM BEDDING B. "NON -POTABLE" WARNING TAPE TO BE INSTALLED ON ALL PRESSURIZED MAINLINES 12" ABOVE THE PIPE 9. INSTALL ONE ADDITIONAL SLEEVE SIZED TO MATCH THE LARGEST REQUIRED SLEEVE WITH ENDS TAPED FOR FUTURE USE '---I EXCAVATED MATERIAL SHALL BE FINELY r••, :.,,,<,..• BEDDING AND COVER MATERIAL SHALL BE 10. SLEEVES TO EXTEND A MINIMUM OF 12" PAST HARDSCAPE PLANTERS. CURBS. SIDEWALKS, ETC, SLEEVES TO BE STAGGERED/OFFSET SO THAT SLEEVE USE IS NOT SCREENED WITH NO TOPSOIL WITH NO OBSTRUCTED BY OTHER PIPES ROCKS LARGER THAN 1". ROCKS. 11. WHERE PRESSURE SUPPLY PIPING IS INSTALLED WITHOUT CONTROL WIRING, A 14 GA. TRACKING WIRE SHALL BE INSTALLED. TRENCHING DETAILS FINISH GRADE/TOP OF MULCH LOCATE HEADS 6" FROM WALKS OR CURBS 7::_��USE SPRINKLER BODYASSEMBLY SEE NOZZLE CHART PVC STREET ELL FLEX PIPE, 12-INCH LENGTH1/2" ON SPRAY HEADS PVC SCH 40 TEE OR ELL STREET ELL PVC LATERAL PIPE D HEAD DETAIL SPRAY NOZZLE CHART SYM NOZZLE NOZZLE PATTERN GPM MP1000 8'-15' radius A MAROON 900 ADJUSTABLE ARC .19 B MAROON 1800 ADJUSTABLE ARC .37 C LT. BLUE 2100 ADJUSTABLE ARC .43 D LT. BLUE 2700 ADJUSTABLE ARC .57 E OLIVE 3600 ARC .75 MP2000 13-21' radius F BLACK 900 ADJUSTABLE ARC .40 G BLACK 1800 ADJUSTABLE ARC .74 H GREEN 2100 ADJUSTABLE ARC .86 1 GREEN 2700 ADJUSTABLE ARC 1.10 J RED 3600 ARC 1.47 MP3000 K BLUE 900 ADJUSTABLE ARC .86 L BLUE 1800 ADJUSTABLE ARC 1.82 22'-30' radius M YELLOW 2100 ADJUSTABLE ARC 2.12 N YELLOW 2700 ADJUSTABLE ARC 2.73 0 GRAY 3600 ARC 3.64 P TURQOUISE 450-1050 ADJUSTABLE ARC .45 STRIPS & CORNERS Q IVORY 5'x15' LEFT STRIP .22 R COPPER 5'xl5' RIGHT STRIP .22 S BROWN 5'x30' SIDE STRIP .44 BUBBLERS T PCN10 1.00 GPM FLOOD BUBBLER 1.00 AND MICRO- SPRAYS U PCN50 .50 GPM FLOOD BUBBLER .50 V SR-20 900 2' RADIUS .11 W SR-2H 1800 2' RADIUS .16 X MS-F 3600 5' RADIUS .50 Note: Developer/ Contractor shall coordinate with Utilities Department for water conservation inspection of plumbing and irrigation system by calling 407-905-3159. Note: All sprayheads to be installed no closer than 4" from sidewalks EXISTING IRRIGATION TO BE MINIMALLY DISTURBED AS MUCH AS FEASIBLE. ANY AND ALL BROKEN HEADS, VALVES, PIPING, OR OTHER IRRIGATION COMPONENTS ARE TO BE FIXED, REPAIRED, OR REPLACED TO ENSURE PROPER WORKINGS OF THE EXISTING IRRIGATION AND THE NEW IRRIGATION SYSTEM. EXISTING IRRIGATION SPRAYHEADS AND PIPING NOT SHOWN. MAINLINE AS PREVIOUSLY DESIGNED SHOWN FOR CLARITY. 1. Construction Plans shall include the following text: "This project, including both horizontal and vertical construction, shall incorporate WaterSenseTM plumbing fixtures and Energy Star@ appliances as required by Chapter 175 of the City of Ocoee's Code of Ordinances." 2. Nothing within this Chapter (175) shall require the installation of an irrigation system. 3. Landscape Designer must review and understand Ordinance No. 2012003. 4. Chapter 175-5, Section E requires that all irrigation systems shall be designed by a qualified Irrigation Design Professional. 5. A "Letter of Certification of the Design for an Irrigation System' by an Irrigation Design Professional certifying the design is consistent with the requirements of Chapter 175 shall be required to obtain a building or irrigation permit before issuance of said permit. 6. High volume irrigation area(s) shall not exceed sixty percent (60%) of total area to be irrigated. 7. Irrigation system shall be designed and equipped to operate in the range of 40 to 45 psi at each spray head. 8. Irrigation system shall be equipped with filter device(s) to ensure emitters maintain proper cast and coverage. 9. Turf grass and landscape beds shall be irrigated by distinctly separate irrigation zones 10. Irrigation system shall be designed for maximum uniformity over an irrigation zone. 11. Spray heads and rotors shall not be mixed within the same zone. 12. Rotors and sprays in turf areas shall be spaced to achieve head to head coverage. 13. No irrigation risers shall be used. 14. There shall be a minimum of four (4) inches between distribution equipment and pavement. irri irrigation system shall be designed to prevent water wasting, such as directs spray onto buildings, roadways, driveways, or 15. The landscapeg y g p g, p y g y, y, other hardscape. 16. All irrigation systems shall be equipped with irrigation controller(s) having non-volatile memory or battery backup which retains the irrigation schedule during and/or after power outages. 17. All irrigation systems must be properly installed and maintained, and must operate technology such as rain and/or soil moisture sensors which inhibit or interrupt operation of the irrigation system during periods of sufficient moisture. 18. Please include this specific text note on Construction Plans: "Developer/ Contractor shall coordinate with Utilities Department for water conservation inspection of plumbing and irrigation system by calling 407-905-3159." 19. Final irrigation plan approval does not provide exemption from City of Ocoee Code of Ordinances Chapter 175 landscape irrigation requirements. An 9 P PP P P Y P P 9 9 Y deviations must be approved in writing prior to construction. 20. All improvements to be dedicated and/or maintained by the City shall be in conformance with the current City of Ocoee Engineering Standards Manual and details. Final plan approval does not provide exemption to these requirements. Any deviation from the City of Ocoee Engineering Standards must be approved in writing prior to construction." IRRIGATION NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP-UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" P.V.C. FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS. 5)THROTTLE ALLVALVES ON SHRUB LINESAS REQUIREDTO PREVENT FOGGING. 6) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP-TITE CONNECTORS AND SEALANT. 7) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL INSTALLED IRRIGATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 8) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 9) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 10) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 11) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK. 12) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 13) CONTRACTOR TO USE MIN. OF 12 GAUGE WIRE FOR ALL COMMON WIRES AND 14 GAUGE WIRE FOR ALL CONTROL WIRES. CONTRACTOR ALSO TO PROVIDE 3 SPARE CONTROL WIRES FOR ANY FUTURE USE. 14) CONCRETE THRUST BLOCKS ARE TO BE UTILIZED AT ALL MAINLINE DIRECTION CHANGES. 15) ALL IRRIGATION SHOWN ON PLANS IS SCHEMATIC AND DOES NOT REFLECT ALL FITTINGS AND APPURTENANCES WHICH SHALL BE INCLUDED TO PROVIDE A FULLY FUNCTIONAL IRRIGATION SYSTEM CAPABLE OF PROVIDING 100 PERCENT COVERAGE WITH A 50 PERCENT OVERLAP. EQUIPMENT LIST SYMBOL DESCRIPTION QUANTITY Q 0.50 GPM BUBBLER (2 PER TREE) 40 O 6" POP-UP SPRAY- HUNTER INDUSTRIES MPR40 W/MP2000 NOZZELS 0 12" POP-UP SPRAY- HUNTER INDUSTRIES MPR40 W/MP2000 NOZZELS 100 . HUNTER INDUSTRIES- 4" POP-UP PGP ROTORS- PART RADIUS 0 ® HUNTER INDUSTRIES- 4" POP-UP PGP ROTORS- FULL RADIUS 0 m HUNTER INDUSTRIES- 1-40 ROTORS- PART 60' RADIUS 0 HUNTER 'ICVSERIES ELECTRIC VALVE WITH 3 ACCU-SET PRESSURE REGULATOR 1" HUNTER 'ICVSERIES ELECTRIC VALVE WITH 0 ACCU-SET PRESSURE REGULATOR 1 1/2" HUNTER 'ICVSERIES ELECTRIC VALVE WITH 0 ACCU-SET PRESSURE REGULATOR 2" HUNTER ICC 24 STATION CONTROLLER, 120VOLT 1 © INSTALL WITH A ET SENSOR AND BY-PASS BOX. GROUND WITH AN 8' COPPER CLAD ROD. CONTRACTOR TO VERIFY LOCATION O HUNTER 'ET -SYSTEM" EVAPOTRANSPIRATION SENSOR 1 AND WEATHER CONTROL SYSTEM CONTRACTOR TO VERIFY LOCATION OP EXISTING 7.5 HP IRRIGATION PUMP STATION LOCATED AT SOUTHWEST CORNER OF PROPERTY 1 PER PREVIOUSLY SUBMITTED IRRIGATION PLANS CONTRACTOR TO VERIFY LOCATION LATERAL LINE SIZE PER PLAN SEE PLAN ----- 3" MAINLINE CLASS 200 P.V.C. LOCATION PROVIDED PER PREVIOUSLY SUBMITTED IRRIGATION PLANS SEE PLAN E� SLEEVING - SCH. 40 P.V.C. MIN. DEPTH OF 24" SEE PLAN (ALL 6" SLEEVES TO HAVE ACCOMPANYING 2" SLEEVE FOR WIRES) 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1.800.432-4770 or 811 0 IT'S THE LAW IN FLORIDA 0 FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION U Q' Q L CU U U -r- (D CU � Q �: L " E CI_ l�J Z �vvim cv� U � 0 0 a� � cB "= J N CU � � _ LLJ 0 Q ., Q a � P­ VJ NJ 04 6 C-J M C) CU Jo� r` M Q 0 70 C) U _0 U '1=N ai mo LL144-C)tFE U 0 O O O Ol C7 l0 Zv 00 O LU V CD CD a Q O J>Lr) CD o LU i 0)IZI- CV LU w LLJ Q V L~i1 CIL m Q J 1 CD 00 Q m N Z5 0,5 O V w 0 Z Q J 00 0 OL w H- Q Z O w tY LU Q 0 Lr) � o H- Z w Z O � O LUw � V DATE: 10/15/ 020 QSCAPF ob (o U) OF Jason Registered Landscape Architect FL. Registration -LA 6667308 L U ^/ I..L O1U V I " LU Q Z0 0OQ 2: 3: n Z LU oc OHO Q J QJL.L >ZLU OHO zr--i� z 0 rl DATE:3-06-2020 DRAWN: JB CHECKED: JB IRRIGATION DETAILS L7 PROJECT NO.:2019.263 VICINITY MAP (NOT TO SCALENOTES PLAT OF SURVEY (DETAIL AREA) 1"=40' \X I C CW THAT PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4; THENCE RUN N89'57'30"W 210.00 FEET ALONG THE NORTH LINE OF SAID SECTION 7; THENCE RUN S00'21'20"W 30.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N89'57'30"W 50.00 FEET ALONG THE SOUTH RIGHT OF WAY LINE OF FULLERS CROSS ROAD; THENCE RUN S00'21'20"W 573.06 FEET PARALLEL TO THE EAST LINE OF THE SAID NORTHWEST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4 TO A POINT ON THE SOUTH LINE OF SAID NORTHWEST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4; THENCE RUN N89'45'34"E 260.00 FEET ALONG SAID SOUTH LINE; THENCE RUN N00'21'20"E 391.78 FEET TO THE SOUTH LINE OF LAND PREVIOUSLY DEEDED TO B.L. POWELL, etux.; THENCE RUN N89'57'30"W 210.00 FEET ALONG THE SOUTH LINE OF SAID B.L. POWELL's LAND; THENCE RUN N00'21'20"E 180.00 FEET TO THE POINT OF BEGINNING. PARCEL B: THE SOUTH 1/2 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST (LESS THE SOUTH 330 FEET THEREOF AND LESS THE EAST 30 FEET THEREOF FOR ROAD). PARCEL C: THE SOUTH 330 FEET OF THE NE 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST (LESS THE EAST 30 FEET THEREOF FOR ROAD). LINE TABLE: x132 L22 N89°57'30"W 50.00' DESC N89'45'34"W 50.47' MEAS L23 S00°21'20"W 30.00' DESC WETLAND LINE CHART Ll N00'09'45"E 31.30' 133. L2 S89'50'15"E 7.87' L3 N30'08'51"E 8.31' L4 N71'22'38"E 9.55' L5 S83'28'09"E 10.56' L6 S61'25'44"E 7.65' L7 S15'28'15"E 6.45' L8 S24'06'49"W 5.35' N L9 S48'55'28"W 7.17' W a L10 S67'02'20"W 8.90' g N L11 N41'47'55"W 5.42' o 00 Ln L12 N52'15'43"W 16.13' z 20 L13 S61'13'20"E 9.76' L14 S22'45'11"W 58.14' L15 S13'44'02"E 57.19' L16 S14'06'28"W 20.78' L17 S28'59'52"W 0.86' ` L18 N14'06'28"E 32.13' (mow L19 N13'44'02"W 60.90') L20 S89'06'10"W 30.30' L21 N88'22'47"E 34.86' SOUTH LINE, NW 1/4, NE 1/4, \\ NE 1/4, SECTI x130.9 N 7-22-28 L13 L20 "FND 1/2" 10 WET 2-10 END LB #669-0- WETLAND LINE J� `��- +PER SI'fE PLAT+ W�LTNESS`1�4 MONU*4NT', ACCURIGHT ACCURIGHT SURVEYS OF ORLANDO INC., LB 4475 2012 E. Robinson Street, Orlando, Florida 32803 www.AccurightSurveys.net ACCU@AccurightSurveys.net PHONE: (407) 894-6314 THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. JAMES E)_ BRAY, PSM 6507 "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." OR THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JAMES D. BRAY, PSM 6507 ON 7/13/2018. D UTILITY CONTACTS SERVICE AREA NAME: CONTACT: PHONE NUMBERS: UTILITY TYPE: CHARTER COMMUNICATIONS HELENE HERNANDEZ 407-532-8092 INTERNET CABLE PHONE FIBER CITY OF OCOEE UTILITIES BRANDY EGGERICHS 407-905-3100 WATER SANITARY SEWER REUSE DUKE ENERGY USIC DISPATCH 800-778-9140 ELECTRIC LAKE APOPKA NATURAL GAS TERRILL BOOKER 407-656-2734 NATURAL GAS LINES ORANGE COUNTY PUBLIC WORKS MATTHEW SHIPLEY 407-836-7814 TRAFFIC SIGNALS FIBER A T & T DISTRIBUTION DINO FARRUGGIO 561-997-0240 ITELEPHONE CENTURYLINK WINTER GARDEN I DISPATCH 855-742-6062 1 PHONE FIBER LEGEND BB BOTTOM OF BANK Ig - CENTERLINE ® ELECTRIC METER & - HANDICAP PARKING Q - MONITORING WELL POB POINT OF BEGINNING SN SIGN TYP TYPICAL BC BACK OF CURB CM CONCRETE MONUMENT ® ELECTRICAL BOX HDPE - HIGH DENSITY N&D NAIL & DISK POC POINT OF COMMENCEMENT SWF STOCK WIRE FENCE UE UTILITY EASEMENT -; BACK FLOW PREVENTER CMP - CORRUGATED METAL PIPE EL ELEVATION POLYETHYLENE NAVD - NORTH AMERICAN PRC POINT OF REVERSE x00.00 - SPOT ELEVATION o UP - UTILITY POLE BENCHMARK oCO CLEAN OUT ESMT - EASEMENT INV - INVERT ELEVATION VERTICAL DATUM CURVATURE -D- STORM/DRAIN LINE -W- WATER LINE -EE-- BURIED ELECTRIC CONC - CONCRETE EP EDGE OF PAVEMENT IP IRON PIPE NGVD - NATIONAL GEODETIC # PS PARKING SPACES ® SEWER VALVE WF WOOD FENCE BWF - BARBED WIRE FENCE COVD - COVERED FIRM - FLOOD INSURANCE IR IRON ROD VERTICAL DATUM PSM PROFESSIONAL SURVEYOR O STORM MANHOLE WS WOOD SHED ® CABLE TVRISER CP CONCRETE PAD RATE MAP L ARC LENGTH NTS NOT TO SCALE AND MAPPER T- UNDERGROUND TELEPHONE -►+ WATER VALVE -C- -BURIED CABLE N CW -CONCRETE WALKWAY FFE -FINISHED FLOOR ELEVATION LB -LICENSED BUSINESS OHE -OVERHEAD ELECTRIC POT - POINT OF TANGENCY —®— -WATER METER CALC -CALCULATED D&M - DEED/DESC & MEASURED &FH FIRE HYDRANT -4 LIGHT POLE ORB OFFICIAL RECORDS BOOK PVC PLASTIC PIPE ® STORM INLET C&M - CALCULATED & MEASURED DE DRAINAGE EASEMENT -FM- FORCE MAIN LS LICENSE SURVEYOR -OW- - OVERHEAD WIRE R CURVE RADIUS TB TOP OF BANK A CENTRAL ANGLE DESC - DESCRIPTION FND FOUND LSA LANDSCAPED AREA PB PLAT BOOK RCP REINFORCED CONCRETE PIPE 0 TP TRAFFIC POLE CBW - CONCRETE BLOCK WALL - DOT INLET FOC FIBER OPTIC CABLE MEAS - MEASURED PC POINT OF CURVATURE R/W RIGHT OF WAY --�-- TRAFFIC SIGN CC COVERED CONCRETE l — ♦ -F- FIBER OPTIC CABLE LINE MF -METAL FENCE PEP PER ENGINEERING PLANS O SANITARY MANHOLE M TRANSFORMER/JUNCTION BOX CF CONCRETE FLUME DP DUMPSTER PAD -G- GAS LINE ML METAL LID PG -PAGE -S- SANITARY LINE ® TELEPHONE RISER CHW - CONCRETE HEAD WALL DW DRIVEWAY EASEMENT NUMBER ® GAS METER MS METAL SHED PI - POINT OF INTERSECTION SDO SHOWN FOR DIRECTION ONLY ®5 TRAFFIC SIGNAL BOX CLF CHAIN LINK FENCE r GUY WIRE ANCHOR ff) MITERED END SECTION P&M - PLAT & MEASURED TSW - TRAFFIC SIGNAL WIRE BOUNDARY SURVEY DATE: per 5J-17.051(3)(b)3 Florida Administrative Code DATE: JOB # REVISION 12-18-18 50323 ADDED ADDITIONAL TOPOGRAPHY 6-13-18 EAST 30' FOR ROAD R/W EAST 1/4 CORNER SECTION 7-22-28 FND 3/4" IR IN CUT OUT CCR 066244 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY SCALE: 1" = 60' 1CF# 7-22-28PARCEL5&54 JOB #48605 BY: FIELD DATE: 6-13-18 1 DRAWN BY: GLT GLT 1PREPARED FOR: Z DEVELOPMENT SHEET 1 OF 1 LOCATION: 2336 FULLERS CROSS ROAD AND LAKEWOOD AVENUE, SUBDIVISION NAME: OCOEE, FLORIDA. SECTION 7-22-28 COPYRIGHT © 1986 - 2016, ACCURIGHT SURVEYS S:\ORANGE\7-22-28\Parcel 5 & 54\7-22-28PARCEL5&54.dwg - Dec 28, 2018 COPY OF ADVERTISEMENT Date Pubhshed-and Media Name The West Orange Times Thursday December 24 2020 Advertisement or Article FnW maEMON C OF"n NMOFPORidCaPARO1G IAROR gCA OXMOnNARPPLAN FOR Rix WATiON MONfR490MR1 SCNOOL rae�a CA>al NUaltt®<l: Is-aoaoon NOl1CF 6 �8BYG1pEN, Porauanl b Artde IV, 9atiav 49A.(9xb). Mde L5tydOmxIndOerclopmmtCpde,0azmTOFNMY, IAco 6, ow AT B:O P21. orm smvthernRuupnmd,N OCORECOYCOMM19310Nwi11 holds PUBWCHRSAA'GazNe Otydlhox Comvduion Chembm, uO Nartb Lk®bore DrivS Omee. Florida. b mveiderthe Peelimivmy 9m Plm Nr Phsse 5 %r Ivmretiov Mamunri SeLvo1 l'he property identlfiedu Parcl umber%12- 28-0000.0POSA The eubjmtproperty u eppmrimahly R0.16 vcrec in eiu and is geo<r.urlwwazlmox.laxe..nadw ae The pmpmednxhforan adaidon d'j,tity arhml and N add xao rtndmta. Oea b opev m they bnpo�u,No however, oonndevce i..ade the Ocoee C . subj. on to m may be lire m a®mmodme social divt X aV ado subject m 0e Governoh Escevtive Orden. Avyoce mincing C:ty mM wear a promctiae fire mrtrwg. This meeting ie brwadrasted live Chaanda9a wirhalihnaM uatwww.0ooee.ocg/Lq!/Ocoee 'Any interes N petty may be bend during the Pobhc mmmmm and hearing portion fthe meeting. In ordm m Partidpam remotely, mmnhen ofthe P.M. should cO 4o7-5 ntb ne email dtivemOomea n, in advance andindiv the item you would like to "dram. At the ap pmpd time durngtbe meeting, city YtdfwTmvtactynnvupbane and p.mb yin in. the meeting where you un.haro row mmmmrmand/or qundows. Cammma mdggu ns raximdvla a-mailw hemme Public s nU and prMde to We Chy Cn nmla — in ndvanm ofthe mmt- :og. ne mmplem r n Mn including a mmPlde legal description by metes nod bonds, may be ftopx at the Ocoee M... in, Depmimant loeamd u l50 North laheabnre Drive, Deox, Noddy between the hours of e:ao net. and ,00 p.m., Monday i ough Fnday, evept legal holidan. M' Ocoee(styCom- on, wtinue the public hearing m odmn dines and don, m it deems nxmsmy. My mm:vpxl party shell be d yed ofthe data, timm, and pleres of any mnnnoatian of ibex or mvtinued public heuinyt shell be amounred during the hearing and no torther nadm regardingthesemavnrswill bepub - W a You no. edrixd Nat any pveon who doves to eppnl an, dem6m made at the pubic bearings w nod n sand ofNe Pmreed P and for this pnrpox may reed m wort Oat a verbadm record of the Psomedings u made whirl indudn We teatisoony and evidence upan which Ne appoA u based. in eaor- dana with the Amedram wild IluWilitis A0. pmwm needing spinal ac mom:odatim m an Iplvprdm m PartidYte m tbu Pmcedi^g should mnuct the (Sty Clmk'e O&<e 18 boon in "vanes of fbe meeting at (90'/) 905J105. Ikrcmb2M xd10 xoO51NW