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HomeMy WebLinkAbout2019 04 03 Public Hearings 402 WSTC Townhomes Aesthetic Review, Final Engineering, and Special ExceptionPLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA ITEM ITEM 402 April 3, 2019 Meeting Consent Information Public Hearing X Regular REQUEST: The Community Development Department requests that the Local Planning Agency/Planning and Zoning Board hold a Public Hearing to consider the Aesthetic Review, Final Engineering Plans, and Special Exception request for the Winter Springs Town Center Townhomes. SYNOPSIS: A 114 -unit townhome community is proposed on 8.35 acres located east of Michael Blake Boulevard Road, north of the future extension of Tree Swallow Drive, and generally south and west of the Cross Seminole Trail in the Winter Springs Town Center. The Community Development Department has reviewed the Aesthetic Review Plans, Final Engineering Plans, and one Special Exception request for this project. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: Applicant/Property owner's name(s): DreamFinders Homes, LLC; DFC Seminole Crossing LLC • Property addresses: • Property Parcel ID numbers: • Current FLUM Desi n ation • Current Zoning Designations: • Development Agreements (if any) 201 Michael Blake Boulevard 26-20-30-5AR-OA00-007K Town Center District T -C (Town Center District) None 0 Pending Code Enforcement Actions (if any): None April 3, 2019 Planning And Zoning Board/LPA - Agenda, Item 402 Page 2 of 4 • City Liens (if any): None APPLICABLE LAW, PUBLIC POLICY, AND EVENTS: Home Rule Powers Winter Springs Code of Ordinances City of Winter Springs Comprehensive Plan DISCUSSION: Project Overview: DreamFinders Homes, LLC is proposing to build a 114 -unit townhome community in the Winter Springs Town Center. The proposed townhome community is located on 8.35 acres located east of Michael Blake Boulevard Road, north of the future extension of Tree Swallow Drive, and generally south and west of the Cross Seminole Trail in the Winter Springs Town Center. The Town Center Townhomes project will offer 114 units of new townhomes along with private garage parking, 229 parking stalls, and two points of Cross Seminole Trail access. Aesthetic Review Plans (Exhibit A attached): The proposed project consists of 51 two story townhomes and 63 three story townhomes. Cladding includes a combination of siding and stucco in gray tones with white accents. Where the project abuts Town Center through streets and the Cross Seminole trail the townhomes will face the public right-of- way. This project consists of internal streets with Town Center standard sidewalks, street trees, landscaping, and other resident amenities. Final Engineering Plans: The Winter Springs Town Center Townhomes is a proposed 114 -unit townhome community. The plan depicts twenty townhome buildings, one amenity building and a mail kiosk on the approximately 8.35 acre parcel. The parcel is currently owned by DFC Seminole Crossing LLC. The community is comprised of both public roadways and private alleys. Parking will be accommodated through a combination of on -street parking and garage parking for 229 total parking stalls, including one handicap stall. This allows for an acceptable parking ratio of 2.01. Each unit will have a two -car garage. The site includes two new trail connections off the private alleys which will provide as an additional amenity and increase usage of the Cross Seminole Trail. Access to and from the site will be from Michael Blake Boulevard and the Tree Swallow Road extension. The extension of Tree Swallow Road at the Michael Blake Boulevard roundabout is to be built in conjunction with this project. The site includes both public and private parking, an amenity area with a pool, greenspace, mail kiosk, and two Cross Seminole Trail access points. The project includes enhanced landscaping, site lighting, and signage to match the surrounding Town Center properties. The site will be bordered by The Blake to the west, a vacant parcel to the south, and the Cross Seminole Trail to the north and east. The site's stormwater is master planned into The Blake Apartments master stormwater pond, which is April 3, 2019 Planning And Zoning Board/LPA - Agenda, Item 402 Page 3 of 4 located directly east of the proposed project. No additional onsite stormwater treatment is required. Onsite collection and piping facilities will route stormwater to the master pond. The project will connect to existing City of Winter Springs water and sewer. The site will connect to a lift station that was constructed with The Blake Apartments and the City has water and sewer plant capacity to service this development. The proposed townhome project includes a small network of public streets and alleys. The streets have been designed in substantial conformance with Town Center street standards, which includes six foot sidewalks, parallel parking, and asphalt roadway. According to the traffic impact analysis, both the right and left turn lanes on both westbound and eastbound SR 434 are adequate for the projected traffic volumes related to this project. The southbound right turn lane on Michael Blake Blvd is also adequately sized for this project. The preliminary engineering plan for this project was recommended for approval at the January 3, 2018 Local Planning Agency/Planning and Zoning Board meeting with a 4-0 vote. The preliminary engineering plan for this project was approved at the January 22, 2018 City Commission meeting with a 5-0 vote. Special Exceptions: The applicant is requesting approval of a Special Exception request. In granting a Special Exception, per the Town Center Code, the City Commission must find substantial competent evidence that: a. The proposed development contributes to, promotes, and encourages the improvement ofthe Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center and complies with the economic fiscal impact requirements set forth in the City's Comprehensive Plan and code. c. The proposed development abides by all rules in this code other than those specially excepted. d. The proposed development meets any reasonable additional conditions, restrictions, or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center District Code. e. With respect to each waiver requested, the specific waiver shall comply with all of the following: (i) Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; (ii) Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; (iii) Is in harmony with the general intent and purpose of the town center regulations; (iv) Will not be injurious or incompatible to the town center and any surrounding neighborhood or property; and (iv) Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. April 3, 2019 Planning And Zoning Board/LPA - Agenda, Item 402 Page 4 of 4 The applicant requests that the Planning and Zoning Board consider the following Special Exception requests: Special Exception Request #1: The applicant requests a Special Exception to decrease the minimum height requirements for Accessory Buildings from two stories to one story to permit the construction of a community amenity building adjacent to the community pool. Sec. 20-325. - Transect standards. T5 (Urban Center Zone) Building Height Accessory Buildings 2 Stories Minimum FISCAL IMPACT: Approval of the Aesthetic Review plans, Final Engineering Plans, and Special Exceptions allows the subject property to be developed into a 114 -unit Townhouse community with an amenity building. Development of the subject property as a townhouse community is anticipated to provide an increase to the City's taxable value, as well as support current and future retail in the Town Center. COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Planning and Zoning Board members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney/Staff. Additionally, the Meeting Agenda has been sent to media/press representatives, all Homeowner's Associations on file with the City, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. STAFF RECOMMENDATION: Staff recommends that the Local Planning Agency/Planning & Zoning Board consider a recommendation to forward to the City Commission for the Aesthetic Review, Final Engineering Plans, and Special Exceptions for Winter Springs Town Center Townhomes, subject to the satisfaction of any remaining open Staff review comments. ATTACHMENTS: 1. Exhibit A - Aesthetic Review Plans 2. Exhibit B - Final Engineering Plans 1 . _ �_ VIII _■� �;,,�__ _ Iii.i I ,,, III IllIr���n:.I.,.,,....„.r 1iIIIi �.l.,l.,W 6 Ii - , ISI Y x - -� W11W WN i --- - ,r 46 69L lap", Ll jll �" VIII ■�� Illlllrm„ dd 16 li !III!!'iiii }`g �-7F- low- bb. art 701 !. � ��I l f C7 ,A DREAM FINDERS WINTER SPRING TOWNHOMES Winter Springs, Florida TOWNHOMES INDEX ARCHITECTURE AMENITY BUILDING I lNiQl VI%i YQILI VII SCALE. 1/"=1'-0 Left - Opp. Hand Right Elevation SCALE: , -o Front Elevation SCALE , mnx 1/e"=1 -o ------- Outdoor -Outdoor Living - - - - --- Mens ���nnl1Omens Restroom f estroom - - - - �r-- Dl -- D ---- Jan. Mech. oo 2E3o FX Floor Plan SCALE Unit 1909 Unit 1840 Unit 2270 Unit 2270 Unit 1840 Unit 1909 Building Type 1 Lower Floor Plan r- ro Unit 1909 Unit 1840 Unit 2270 Unit 2270 Unit 1840 Unit 1909 Building Type 1 Lower Floor Plan Unit 1909 Unit 1840 Unit 2270 Unit 2270 Unit 1840 Unit 1909 Building Type 1 Main Floor Plan �B®BTB®B� �� it =_�� ■ it _ �� _ �� ■ ���� __ 'r �� __ �� ■ ■ 1i �► __ ���� Unit 1909 Unit 1840 Unit 2270 Unit 2270 Unit 1840 Unit 1909 Building Type 1 Main Floor Plan Unit 1909 Unit 1840 Building Type 1 Upper Floor Plan �Ez Unit 2270 Unit 2270 Unit 1840 Unit 1909 I� HOUSING DESIGN MATTERS C/) cD z Ir z o w -� �m z az — �Lu LL �z Lu Q H 2 0 W z z �0 I-IT111 III 1115M G11L BUILDING TYPE 1 P19-- e ----- I I I I I 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 I I o o I I I I I II I I I I I I I I I I L II IIS L__ I I I I II I I I I I I I I I I I I I I J __� L-II_1 _� I I Unit 1909 Unit 1840 Building Type 1 Upper Floor Plan �Ez Unit 2270 Unit 2270 Unit 1840 Unit 1909 I� HOUSING DESIGN MATTERS C/) cD z Ir z o w -� �m z az — �Lu LL �z Lu Q H 2 0 W z z �0 I-IT111 III 1115M G11L BUILDING TYPE 1 e ILL Unit 1909 Unit 1887 Unit 2270 Building Type 1 Roof Plan -L -,_o Unit 2270 nit 1887 nit 1909 r/ T T /I / T ' / I/ -Tr /i 000000/r�00000 /r/ / ❑0000 // /r r/ // ❑0000 / 00000rr/� 000000l i/ 77 � 1 p /%/ // / L //✓ L ILL Unit 1909 Unit 1887 Unit 2270 Building Type 1 Roof Plan -L -,_o Unit 2270 nit 1887 nit 1909 0UPPER r,00 FL �- - ONDOW NENN OR T� PLATE o,noN __ LNEF — Building Type 1 Left Elevation Unit 1909 Unit 1887 Building Type 1 Rear Elevation -LE „a-,-0. ELEVATION COLOR LEGEND os ,eo,ss ovNoN ,A,IN_ E, E �o�No.sv„o<3—ILILI- 1. s1r°°�s=:aEoTN2EaEo.,,000. Unit 1909 Unit 1887 Unit 2270 Unit 2270 `-0 Unit 1887 Unit 1909 Building Type 1 Front Elevation =CALF „a Unit 2270 Unit 2270 Unit 1887 Unit 1909 0 IPPER F,00 oWIMW� E� o IPPER LOOP Building Type 1 Right Elevation -,_o Unit 1909 NEW VIII•' J Building Type 1 Right Elevation -,_o Unit 1909 Unit 2364 Unit 2262 Unit 2262 Unit 2262 Unit 2262 Unit 2364 Building Type 2 Lower Floor Plan __off __off �o__ o__ off o__ o_o o._o. Unit 2364 Unit 2262 Unit 2262 Unit 2262 Unit 2262 Unit 2364 Building Type 2 Lower Floor Plan Unit 2364 Unit 2262 Unit 2262 Unit 2262 Unit 2262 Unit 2364 Building Type 2 Main Floor Plan El El El ❑❑ o I El :1 o I ---- I I II I I ---- I I - 2" Unit 2364 Unit 2262 Unit 2262 Unit 2262 Unit 2262 Unit 2364 Building Type 2 Main Floor Plan azo+ o Unit 2364 Unit 2262 Building Type 2 Upper Floor Plan Unit 2262 Unit 2262 Unit 2262 Unit 2364 I� HOUSING DESIGN MATTERS BUILDING TYPE 2 I�— II�� •oma �,a► •ate moo► ��II '� �I.'® '� �I�I® '� III► -' ®'1�\� �' ®1�\� � ,��II Unit 2364 Unit 2262 Building Type 2 Upper Floor Plan Unit 2262 Unit 2262 Unit 2262 Unit 2364 I� HOUSING DESIGN MATTERS BUILDING TYPE 2 I 1 Unit 23164 111 Unit 2262 Building Type 2 Roof Plan SCALE. III Unit 2262 Unit 2262 Unit 2262 Unit 2364 e e e e e /Yj — — — / ✓/ / ^'/ //�/ // L/ /j// 112 ILI 'IL 12 511 A I 1 Unit 23164 111 Unit 2262 Building Type 2 Roof Plan SCALE. III Unit 2262 Unit 2262 Unit 2262 Unit 2364 Unit 2364 Building Type 2 Left Elevation �1oo oUPPER I o0 0 o Eno HEvw, e- - �R eTIFEN - Eo R �Eoo Q n� ELEVATION COLOR LEGEND °so °sv °3°NoR IC IN_ E, E 1. sar°°�s=:aEoTN LLELE ...D EI i� HOUSING DESIGN MATTERS SUI,E, 12 LEE 1—CON111LE 1 322 - Unit 2364 W (D(D z Ir zo W — �m o , z az — Lu ILL. LL �z w Q H 2 O W z z Q 3:O C-1-1 S11L Unit 2364 Unit 2262 Building Type 2 Front Elevation nALE „a =1,ELE „a Unit 2262 Unit 2262 Unit 2262 Unit 2364 Unit 2262 Unit 2262 Unit 2262 Unit 2262 Unit 2364 Building Type 2 Rear Elevation SCALE. ,ie-, G Unit 2364 Building Type 2 Right Elevation scn�E_ ,ia--o BUILDING TYPE 2 AA3.1 mill INNS 11111110-1- m= Imill I W ............... m! MUNNUM -- Unit 2364 Unit 2262 Building Type 2 Front Elevation nALE „a =1,ELE „a Unit 2262 Unit 2262 Unit 2262 Unit 2364 Unit 2262 Unit 2262 Unit 2262 Unit 2262 Unit 2364 Building Type 2 Rear Elevation SCALE. ,ie-, G Unit 2364 Building Type 2 Right Elevation scn�E_ ,ia--o BUILDING TYPE 2 AA3.1 Upper Floor Plan Lower Floor Plan SCALE: i,4' -,_G SCALE: 1/4-1 -C Upper Floor Plan SCALE. 114 1-G L 2 -Car Garage 9'-0° CLG 19-0 x 20-0 Kitchen �j itc CLG 15-2 x 12-0 i ice- i Cafe 9'-0° CLG 13-9x9-8 Family Room Foyer3-10 x 14- E 4060 SH 4060 FX 2060 SN Porch Lower Floor Plan �E 1/4'-1 -C I I Covered Balcony 9—D" CLG 20-0 x M 3050 sR 3051 eR �OaE E � A� Famil�Room LG 20-5 Pantry 13-5 x Opt. MIK 1 Kitchen I o 9'—D" CLG 152x11-6 Cafe B'-0 CLG 15-2 x 11-0 � I 0a03D 1111 F1 111111 I I I I ----E �� �e0300c2 L 2 -Car Garage 9—D" CLG 190 x 22-0 � DPN i DROP ZONE Foyer Den 9'—D' CLG it -0x14-0 o FX 4060 m 2 060 FX Porch Upper Floor Plan Main Floor Plan Lower Floor Plan �E ,,,-,-D �E -,-D SCALE Im I� HOUSING DESIGN MATTERS 1-1 All I I 2 -Car Garage 19-0 x 22-0 in C7 C7 Z Z p W —� nEPs ns � � m REOIIIRED } 0 z az cn Lu 1 0 LL "n o Bath 3 " z U wLu Lu sQ H g a ao LU o z z z O Pe9 om4-0 CLG Foyer 11-0 "-s � —h,°REAll R,ISEo rasa �� ,osa s� Soso �� Porch Optional Bedroom 4 Lower Floor Plan UNIT -2262 SCALEz I AU2.2 Unfinished Storage Bath 3 Bedroom 3 9'-0" CLG 15-2 x 12-0 Upper Floor Plan Main Floor Plan Lower Floor Plan SCALE: 1/4 -,-o. SCALE -,-p. SCALE: -, Upper Floor Plan 3CALE-o Covered Balcony 9'-0' CLG 20-0 x M ml MIK �wder 26 Pant 0 , Kitchen 9'-G' CLG , �l 14-8 X 9-6 Cafe 9'-0" CLG 195 X124 VL - W amil Roo 9-Y 9LG 15-2x15-4 rrT� I Office Alcove 163G FX 305o m 9'-0° CLG 8-4 x 6-0 --II-INS F -- Main Floor Plan =CAL -o Lower Floor Plan SCALE -o Optional Bedroom 4 Lower Floor Plan HOUSING DESIGN MATTERS JACKSONVILLE FL12211 UNIT - 2364 AU2.2 SITE UTILITY NOTES: SITE GRADING NOTES: SITE PLAN NOTES' HA SEMINOLE COUNTY FIRE NOTES: GEOTECHNICAL DATA: PARCEL ID: 2620305AROA00007K CITY OF WINTER SPRINGS: ZP2018-00000022 WINTER SPRINGS TOWN HOM ES AT MICHAEL BLAKE BLVD. WINTER SPRINGS, FLORIDA OWNER /APPLICANT DFC SEMINOLE CROSSING, LLC 14701 PHILIPS HWY, STE 300 JACKSONVILLE, FL 32256 DAN EDWARDS ENGINEER NV5, INC. 201 S. BUMBY AVENUE ORLANDO, FLORIDA 32803 FRANKLIN A. PORTER, P.E. 407-896-3317 SITE INFORMATION: PARKING RECAP: YB N. N. Yll VICINITY MAP AERIAL PHOTO LEGAL DESCRIPTION A PORTION OF LOTS 7AND 8, BLOCK "A", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS "N SECTION 6, TO WNSUP 21 SOUTH, RANGE 31 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK I, PAGE 5, OFTHE PUBUCRECORDSOF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTI OJLARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF STATE ROAD 434AND TUSKA WILLA ROAD (PER FLORIDA DEPARTMENT OFTRANSPORTATION RIGHT OF WAY MAP, SECTION 77070-2516, SFEET 10 OF 13, P.I. STATION 600+3211); THENCE RUN S18 -2334"E, A DISTANCE OF 1320.11 FEET ALONG THE BASELINE OF SURVEY AS SFO WN ON SAID RIGHT OF WAY MAP; THENCE DEPARTING SAID BASELINE, RUN N5136'26 F, A DISTANCE OF 94.94 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OFTHE AFORESCID STATE ROAD 434, ASSHO WN ON SAID RIGHT OF WAY MAP, FOR THE POINT OF BEGINNI N6, THENCE RUN ALONG IID NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 AND EASTERLY RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD (AS RECORDED IN OFFICIAL RECORD BOOK 7486, PAGE 138) THE FOLLOWING COURSESAND DISTANCES: RUN -10'06"W A DISTANCE OF 48.66 FEET; THENCE RUN N38°43'16"W A DISTANCE OF 246.60 FEET TO THE POINT OF OJRV STURE OFA OJ RVE CONCAVE EASTERLY HAVING A RADIUS OF 25.00 FEET; AND A CHORD BEARING OF N06°16'44"E, THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE RUN N51°16'44"E A DISTANCE OF 389.87 FEET; THENCE RUN N5337'06"E A DISTANCE OF 71.07 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING RADIUS OF 15.00 FEET AND A Ci ORD BEARING OF N74°09'35"E; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRALANGLE OF 41°0459" A DISTANCE OF 10.76 FEET TO THE POINT OF TANGENCY; THENCE RUN S85°17'55"E A DISTANCE OF 2268 FEET TO THE POINT OF CURVATURE OFA CURVE CONCAVE SOUTHERLY HAVING RADIUS OF 15.00 FEET AND A CHORD BEARING OF S64-l"'C E; THENCE RUN EASTERLY ALONG THE ARC OF 11 DOJ RVE THROUGH A CENTRAL ANGLE OF 42.13'19" A DISTANCE OF 11.05 FEET TO THE POINT OF TANGENCY; THENCE RUN 543°0436"E A DISTANCE OF 31.18 FEET; THENCE RUN N51°24'49"E A DISTANCE OF 63.63 FEET; THENCE RUN N34°23'22"W A DISTANCE OF 27.14FEET TO THE POINT OF CURVATURE OFA CURVE CONCAVE EASTERLY HAVING RADIUS OF 15.00 FEET AND A CHORD BEARING OF N16°43'25"W; THENCE RUN NORTHERLY ALONG THE ARC O -IID CURVE THROUGH A CENTRAL ANGLE OF 35°19'54" A DISTANCE OF 9.25 FEET TO THE POINT OF TANGENCY; THENCE RUN NOO-5632"E A DISTANCE OF 51.24 FEET TO THE POINT OF CURVATURE OFA CURVE CONCAVE SOUTHEASTERLY HAVING RADIUS OF 15.00 FEET AND A CHORD BEARING OF N1739'17"E; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3325'31" A DISTANCE OF 8.75 FEET TO THE POINT OF TANGENCY; THENCE RUN N3422PST A DISTANCE OF 70.51 FEET TO A NON -TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1030.00 FEET AND A CHORD BEARING OF N32°18'59"E' THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRALANGLE OF 07.15'46" A DISTANCE OF 130.56 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING RADIUS OF 944.00 FEET AND A Ci ORD BEARING OF N3529'591; THENCE RUN NORTHEASTERLY ALONG THE ARC OF 11 D CJ RVE THROUGH A CENTRAL ANGLE OF 1337'45" A DISTANCE OF 224.55 FEET TO THE SOUTHERLY LINE OFACQUISTION PARCEL (THE RAILSTO TRAILS CORRI DOR) AS DESCRI BED IN OFFICIAL RECORDS BOOK 4092, PAGE 0164, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE DEPARTING SAID EASTERLY RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD, RUN S4 13'521 ALONG SAID SOUTHERLY LINE A DISTANCE OF 145.09 FEET; THENCE RUN S32-50DIST A DISTANCE OF 662.97 FEET TO THE INTERSECTION OF SAID SOUTHERLY LINE AND THE NORTHWESTERLY LINE OF 11 D ACQUISITION PARCEL B; THENCE RUN S5031'58"W ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 468.43 FEET; THENCE N3832'29"W A DISTANCE OF 606.03 FEET TO THE POINT OF BEGINNING. 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GUM AMPLY01 GI PAIM OAK 1,GUM"O' I PA. 111 1 OAK ,ry S3^ N N14 73 GUM PALM BAY ALM BA y ALM w \ BAY J OA 373 UG GUM 122 1 PIPE 2. 11 PALM 371 11 GUM p UM GUM 125 e PINE 251 11 PALM GUMGUM111 GUMUM Z 1�G UK OA BIEET 111 1 GUM CO2.1 NOTE: A 6' CHAIN LINK FENCE WITH EITHER ria - - p ST N TRAM GREEN OR BLACK OPAOUE PRIVACY SCREEN IS REQUIRED TO BE INSTALLED AROUND THE oFo sivaS rvcF PROJECT PERIMETER PRIOR TO SITE WORK. i� 1 IP 0 3o t Q Y ,\ \ 51LT F N LIMITSOFEISTu E z ' _ege.a t \ mFme�o. LF Zl@ moi I _:off w \ w O LL � O \ 3 y m O y Z ett a Q BE y Z BE w U z `c Z_ z ❑ 9� IP1 W Q S d ♦ d d �. -75' _ 0 w - a 0 J LEGEND B3 ��� LIMITS OFDISTRaaNCF °_ NEZI, teff FE�n� s* INE sRo)Ci10 O �scc o�FiuL a ssnccT cos.o) FOR SWPPP DETAILS AND NOTES O SEE SHEET C65.6 °F SHEE cos of 0 «,E lElF� , 'FEET°" aoosureanrvtt E °s m CO3.0 ria P ST N TRAI oFosTUa� E ti.:a..A F°°. 1 IPi IP2 B -- IP2 E IT 3 STY BLD 19 wz 6 UNIT 35Ty I BI D g — I fiUNIT 3STY P s - 4� sO 6UNITS 1 IP2 SSTY A \ —IP2 rvcE ALLE BLDG 7 IPz BLDG i6 6UNIT5,3STV SUNITS 2STY BLDG 6UNITS2STy \\ G� LDG 6 NITS,2 iTY I BLDG 15 o sFml `m. �j° y 4UNITS.2 STV .Face aw` W 2 IP2 E _ SRPIT EIT @l w Fp I IP2 POOL \ I IP2 F f/J Q U O v \ IPz BLDG 4 LL STREET C 6UNITS.3 STY O O y Q N7 y \ LDG (D z m O \ 3 1 NITS, 2 TV K z N 2 LL N SUNIT5,25TV IP2 K W O w a `c Z_ LDGiiiBLD IL K 0, 51 NITS, 2 TV 9 > \ � 6UNITS STV IPz UNLU: ED: T IP2 ALLEY �` ' z Lu (Pz Q d = d �\ LDG 1 I d > .h 3Sry 5 NITS,3 TV E NITS,3 TV IP2 J) � � BLDG 11 BLD � v EUNITS.2S 6UNITS,35 E ! i € 3 � ]S e i S g I IP1IP2 IPS 3� I' 77 -----� ---- c; Z , oNED T LT LIMITS of olsrE LEGEND Oi�EE oa o=� , �=�o; �T�aN Ez� O ��TT PRaTT� EET �ol v p FOR SWPPP DETAILS SEE SHEET C05.0 AND NOTES oaEETo�a�,�° �L(scr_�c.w���s, ereoeemv urve tae io1 �% IPi (nc 111- 3. 11EIT coo) ac oisureaw�a E C04.0 BEST MANAGEIA ENT PRACTICES SEQUENCE A 1.1,171.T.11111.111IF1.111T1.1oll-lu1111. viaur, I.. 110.e—FAIIIA—A IF L. IF PRFFL P I CONCRE-11 .... ......... I 'A. I 1 "T"s TE AREA 41 FATITI—PT-11 SO 111111LFW 11,1011l J. alsi 'RIR 1E%-T1l1�1`='1'LLF7xasx 1D' MINIMU F 0TY1. I, FRET1,1_11CIA— IFIILT 111111RPEA T. OPLATI. R-1AI1. OUR. " '2'-� I-RIG.1011T Ij I "1 " 11 1111RFEA T. OPLATI. AFIAII Zzl l -6 4 CLEAN S7 GEOTEX71LE UNDERLINED—/ MIN, 0.5% GRADE DO FROM PUBLIC STREET CONSTRUCTION ENTRANCE NIS ---- FF INLET SEDIMENT FILTER lal-1.1-1-AC-11 '�ATIIINIIAITII'Rll—ll�EIIATN.T.A11111.1111 11LAI TUT AN PC 4 I =111—ICLIIAL— H5 H pqN.; T, CRITICAL— lc-lll� '111 —1111 1111 IE' TIE SI IFIT111DE1,1II, I". LA, 1111L IE A ILL IL-17ILLImp 1EINFlRIE.ENT NET71N. N' F, �' TAR —IPETEAT.Il AN TAE III IFITRI Al TIE LIFE A-11 1AlITRFBTR1 IITII�IEA — IEN— 1—'l IFIL FILLED C-11 IF igo T, UT I'll RlT T R I A N1LAT.11.ALl- -'11 I'LE" AlITIAL—RUCIE11-11-1 1EICED P RECT ON p -. E2 111.11-T IFER1111-1 1111-1.11T.11TIELL 1 CARFARIA Ill I'll ATPLIM —'R 1.7. IISITI UP 'DIED, I1ALLINIA11DIF-IFT1. 'ITIF-PETATI- 'l AT F_ SANUNre aoNknLL g 2 1-1 1 T' 111— C11 III IAIl 111111111F 0 BE 9IIF o A L 0 w - (D ... EA I'll 11 1'C,11LTEAAEIP ",TD1, P1,11 L', 1, I'l I IIAlUl �,AA 111,111T_ R,�l "E.IRI I AI I L D, 111 IT I QIF"Ll. ....ES. s.(D E, A EITI' IEEI —11 IDEA AIR' I FILLED FlEll v < ED BE "A T T 1T— FAR "FIR -11111 z I TRI.1111. . . R1, .1- 1PlUT1.11F.MlE TALL IERT—1 III R LEIIEI coT R oA— SILT BARRIER DETAIL NIS IL z ❑ j 11— --LAME11111— —11ENEIIIATF. All ITFI. 111— .NAP_TFP_ I�IRIT�� ITALL IIIE1 III DALL lETl- LECATEI III R11N. TAITIILL lRn LT L—L I.E.- L -L 11 1LIIFl A11111 TB III—E. A111 5 21 U) U) 1 A LT FINII FDA LL A I ME P"T" ATL— ANT REIIREIREPA EPA ALL AR MA RE MMF, ATEL, AR IN E NTFpETA ANALLFFRFM"F_ANTA, "A RIAI"APPRIIMATILIINI ALFULAILAINITIFULAPARRIER I NLFTA ANALL AR INFPFTF, IN FIIATFLI AFTER FAII RAIN FIFUT AND ANT REPAIRE ANALL AR PEREIRM ED MMEATE A E I FARE A I F FILE IINFTTR"�I P RIII III I SEEDED SHALL III RE SEEDED LU PAR MA=,TRFA a. M-1 AND AIR THAT HAS BEEN —FIAI III SHALL FE REPLACED IMMEDIATELY. 0 z ALL MIA11RE1 A A TI MAP AND I FILE ITIRM IFATIR PILLIT IN PREIINTIN PLAIN EALLEP:TN"TAINE' IN F' ITT D_NT 'NAL 'IN, I IN FIT L UP LIMA E R z RF.1IRFI FIR A IIMPLFTFI CLAPE IF —RD IR FINAL ATAPILLEATIPIN IF FILE FILE IR REPA RED F IINI TIPIN ALL < =11TANIARI MA NTE NAN E I "�R AT I ME A RE I, AR N'TF, ME AFT P""'R A A NAL F ED I ""T IR "ALL;Nl II FtN4"�'P' LIE A "FAIRID 11T�' IR RFD "REA A — ARE IF I , E FIAT E AN 'ME I I F I"' IF MILE "I IN A I' FLAT "All NIT 111N F Al III REAPIPPI F I R ATINE E I F MA TE R ALF FIAT A RE F.P, AR I I, = PIT L FALIN ETR"T'RAL 11 NTRILI AND LINAT I ME 1=11" I R EPT FILE FILE AT LEAFT I NIE F,FR, AF, LFNNAR NA'A TII AN IF I IF FILE AND IF A ATIRM FLAT lA A I P' ` NI" R REA AIR A RE RT FILM MAR I IF FILE IIIPI IF FILE INIPIITIPIN " NIEARALA —A U) A NA LIFE MA RE AN I R PLAIN A, INT A"NFTR"TNTRALFRAFPARTFTA ITIRMIATIRPILLITINCREIINTIPIN WN MITI IT I MT FR'191 INA NIN ATIR—ATFR NEINARNEA MAI IIIIR L RIM _TERTF�RDIRLINN.FTFIL�TE, NETRIFITI IN PERI I IN N. L:lUTTEI ALI �J ��FTIINUTID A, ... _ 1-1—INIL F < A I I PA11MINT IFAII IATIR W1 RE UP IPI LLI IR TRADE IF TIIII IR 1AAFRII1A R RED) A ITTI-FATIRINI IF A FE, GUTTER BUDDY U-3 RNITINE E.TERNAL A1IUDZE—�AD=DZTI1 DOES NOT FEE DETERRENTS I IRRINATIIN DRAINA.E CURB INLET PROTECTION F EA I I FINARNEA IF IIIIR T— DIREITEDTI TIETEMPIRARY EROSION "NTRNL MEAEREA PC RT, DIFINARNE � IINTRAITIRIFIFIINTRAITIR IE TIFINATIN ALL IINTRAITIRIE) AND A1FIINTR DO) MATITTININ I "PAND "CO5 0 F I �Ayl_N FEENUFEA,11E LF—IN. IERTIFINATIPIN I IERTI 'DER A I, DER AT A ME ANALL IIMPLY —1 TIE TERMA AND IINDITIPINA IF TIE PLATE IF FUIRIDA A ENER I PERM I DID ATIR—FATER DIFINARNE FRIM LARNE AND AM ALL IINITRIIT INAITIPLA I PREPARED TERENDXI ANDT"11 ITIRMIATER PILLITIIN PREIENTIPIN 6 3 ria PE TRIAN TRAIL a BLD zo ........... „°vu r ' 6uwTs asry fiUNITS 35TY by BLD 1 'sk Y& 6UNITS 3STY 20 om ® eLD 6UNITS 31$Ty ALLEY — a -'0 ALLEYCBLDG uNN1fi BLDG 7 s,s _ oUNtrs 25Ty ° 6UNITSBLDG 8 hpA I 25TY I ss `m LDG'L y Mrsz ry I° 6BLDG 15 _1�em4 UNIT3,25TV w _ m mo K _ STREETg bio � c O � Pool I o o p ¢ w D F S,I BLDG 14 w STREETC suwTs sSTv 0 ❑ °e- ° i ow rn -3a LEG m O 3 NITS, 2 TV OY LL O " I BLDG Eo 6UNIT5,2STY O F W d O e LDGBLD 9 w i " NITS2 TY 6UNITS 2STY 2 `c Z20 u ® s o ONED. T 5 ALLEY B � U IT, / sz� ,c � LDGLEG1 T, O Q 3l NITS, 3 6 NITS, 3 TV 0_ W ST 120 BLDG 11 BLDG 12 ~ 6UNITS 2STY 6UNITSST U) 20 20 rI wsc/a > S------------------� SITE CALLOUT LEGEND— ----r--- n? I �T '� r3 _ �� OsPa[E, sox a,o svMsoc. sssos.aic,.sxss. c,sn. 's�saswx ©coxc.sosvewavassox ce. sxss. c,zm ssixroscsocoxcss.s. or risssMssx ��53 B3 �lp '� a..Ew°: oPAExwsExE =;xs`raP aw'om'.xs.oP�xs oPAALL `EaPEa,o'o oE.�m, Lf� �� I SYMBOL LEGENDssx ©oaosswuusasaLLscsw�s�rvs�ss O s,a�ssswiosouxoss sssasa.s sssMi.. 0 m. s o'o aE.En=oEw p=E o4a ,� EE.c„n, o x xa m.cx�cx.sc.nxA s sMsx.s nnsPxmscxnx J REFER TO DETAIL 3, SHEET C13.� FOR oa 0 rvssawsowx cuss sss roo.ixosxm m, PUBLIC STREET DROSS -SECTIONS xo nP Sasso uni.snx ©cuss.saxsnox sss os.acx. sxss. c,x. a is sa.>Esxs ®sxwcu.swsnxn sons or saxswsx.axo uw.cx.o uxsaxo nsaos Z ,s wins rR,ol � Domswms csossvauswrsouxoasouc. DoErac sxsrr cs. saeawicxoscsccas�wavwxosusracs°vs).m� E wx�.av�a�n ��xa xaaas wxn � Ixn.a. wxawsxnx,naaaxnaax,v �,ma�xw.an, O`er,. saana.a�,. sxaa.c,a.. �.xna.ac.aasaw�x�xnsnxawa OdawFwwrvw�LLaaaaxM�..an xn.cnxs.xnc.�nxxaa.an x�xn�x.xa C06.0 O .cxaxoaososio k.n .xnsnk.n xs nn D.x ria A w - ti ae �2¢ Osa F.O 6UNIT 35TY Rs, w 'rg i F F® BLD 19 UNI 3 s Os TY .6.66 O ss BLD 18 Oi _ »++yn 3 iQ 91 � `• f or o ro z5ss" 'IDG.1116 � F °� e NI�S� 2 N z=z 4NNITS-P rv' a vel' as e 3� o us�N POOL s �_ ' zap AFF eeo 0 ti —Lb 14 t 0 STREET '; EUNI s.asry p w �FFzeO o LDG NITS, 2'1b - 0 w o y p3 BLDG 1 F z a ;l 5 UNITS 2 ry2111 ° 0 t Z a LDG z oyr BLD 9 � 2 U F — e� NT 2 5 IS i : Fla o O zO rOoo zO 1 NT sulszsry zO 0 rOss rO°s I z OTTao xa Z _ z o — 0 � ONED:T s; 3 0 < Q e z�z �sry �N Nib a ry o ie NITSa ry s Q� OFF�76 O 1 Q U 6 °B D0 ' 1 511 LDG 1' s G 1 0 \ es°y 6UNITS. 2 STVa 6UNil 5.35TV 33 �cF— — w. „z a3� I e� . OFF 2678 ' ONED: TC caNPc Rw Lr� B3 GEOTECHNICAL DATA: ° VERTICAL DATUM: ��aa�E"n�xeevi"n aa�E SYMBOLS FOR PROPOSED IMPROVEMENTS o-- m, waEaErEa.o r"aPfraa NOTes. ALLo."Ea ro°"°A.io"a�°°Sawa ri"ia"E°o".°E� ow"a"ALL°Eao"a."°are°°.oE"EaAa a"ow" FOR STORM SEWER SCHEDULE P'tl n°[wai[ai"oax°E:.unano"ao"ai°EaA.io"a ao".aAa.o". a �r E.iao�are.wim SEE SHEET C07.1 nnovAaw°”a°.A°°anA"�aaa°�waa°aE.waEnnE".w.."a°nn.�.E° 3,°a°E•A��°aoaMa�.a°a.°aEaaE�aE"EE.a,3°"o�"EEa. a„°E 1N6 pavan[saw[° z» aaoPEAaaow .a.EPw�mo�aAOEaaoPE° z» o-� x,w°waaa.siEas *siEa:wean o,w,n,EsinaE° �� E HEC07.0 o STRUCTURE DETAILS: PF-- P/T ARI N IEE w. n. IEE T F F 100 00 "T 777/ ITI EFNE P—Ellnowa —VERTICAL DATUM IA �PT­E' 'FTZN NN'.ALL Y- 11LIR TI -l" IIELIPIENT N_'Tj _NN IRINT E—A" T. FE N FE A N I T. FE A N Nl . FE A N I ET T 11 —1- 1— ELE—N EXISTING TFAIL NOTE: ELEVATIONS VARY THROUGHOUT, SEE GRADING PLAN CD7.D FOR EXACT FINISHED FLOOR ELEVATIONS, YARD DRAINS LOCATIONS, WALL HEIGHT AND GRADES CROSS SECTION "A -A" NTS — F" _ D— I— �'�T �o o E�l P ATESIZA U , o,, H UV Q 2 > 0 'o 0 W. N . < (D (D Z' < N z Z Z U) Lu [if [if U) 0 36 34 32 30 28 FIT 26 24 22 20 18 16 14- 99, � 2] 38 26.84 _-- - 25.14 25.14 24.44 w � wou- gid: u i �v.�v F 3 F' 32,99: 31 ] 24. 9 ". 315] -- `. .. - _: I ... 26.007 S. 33� .� ry 315- 3141 3p 9B 29.5 29 4� f 2 gOg F F 1+ .52 28.]1 28.04 28.p4 2).5p } 26.69 26.p2 a� e c °,,��! O O O O I O O LD O O 2101 O O LDG 1 IO O �a 2 56 ,gs4 F.F. F.F. F.F. F.F. 2 F.F. F.F. rr,, NI 3 TY F.F. F.F. F. NITS 3 TY F.F. F.F. } j 34.39 33.06 32.39 32.39 29.67 29.6T' F.F, 29.00 ! 28.19 26.19 F.F� F.F. 27.52 26.86 Y 9.00 29.00 1 27.52 27.52 73 z.o 288) 2 92a 2 31.8 3p.39 19 28.p4 2).6 ,4p' '2T.pQ , 26.910 '26.9p 26,1 25.95, .25.51 248 FI 6. 31.6p1 27.55 27.68 IM 5, 3 26.36 25.31 25.p4 31.12 .2). 9 3 pp R� P 3 . 29.96 FL. 38 ),pp - - 3n GRT. 24.p6' r � � r pi _ 2). ..T 26.910 0 ! ;..i Bp .pd 24.81 .98 23k9 -X2],.40 - 261 � 10B}+ BiC \2 29.96 y -23.32 1 8 27.2p 3T 26.21' y 25.03 3s G'. 24.p6 24 31.12 O „+ ',e 7.59 25.31 - 5.04 ­ 27 O�Ca�9 ------------- ------ ----�- FL: SAW CUT EXIST. J 3] E AND MATCH 6"UNDERDRAIN gyp& - 6' DERDRAIN 2S TO LINE AND GRADE EE DETAii a _ _ _ _ _ _ _ _ SEE TAIL 8 29'00 42 29 RIM 24.1p 33 31- 30 ONED: TC !a.os OF.F. 26 1�1- OF.F. 25 04� 6 UNITS OF.F. 26 O - _24 -23rgW \ � 2393% �vwounlo 175 CONNEC7 TO F OF 0' 11,110, '�e2qT 11 RL\ RIM 26 21 _ BOTTOM a 268 LF OF OF � - W83i ONNECT TO STS 31.32 TYPES651N1 60 100 +00 100 „+, 50 1001 00 100150 100 }00 100 ,�50 100 X00 100 +50 100 „+, 00 100 !a.os OF.F. 26 1�1- OF.F. 25 04� 6 UNITS OF.F. 26 O - _24 FF z�`"m3 omIla HII'vm w O ❑ � J - w O y O LL O N 2 y Q O y �z e� z m a o d J N LL Q K 30 w z z 3: K W 0 0- 0- .6 J) .6J) Z LU Q W J � (L H 20 a �T ,rv�S3^ y G 14 SCALE L5 He 1" = 20' f o V: 1:10 C07.2 34 32 30- 2&- 26= 24 22 1 14 12 199 e:%'4m3 eege.& oFina�mm� o w 1.>ews PV vrA. 20 se o.45 w 0 ❑ J �caouN O y N 2 2.i 30 HIGPT STA N PT — 2 �D a w z W U w a `c Z IL Fta LU J LL Q O� If LU 0- LU z� ZH I )m 20 ENIVTING 0- nG) v O �2 a Nc i i y 12 Foo f SCALE IA = v: 1:10 20 C07.3 INV0u>.1an a PV" -- AF — -- \ wV OUT.17 58 PVC IA 6,CO N� 66 I I�� F� MNCIN �0,. 11PRIM-25 97 m� .16.IN 62 8 PVC 06� ' 2� y1 I J sFl er cl�atoY -- ------ +00 199 X50 200 00 200 ,050 2001*00 200150 200 X00 200 X50 200 0{00 200 X50 200 X00 200 +50 200 34 32 30- 2&- 26= 24 22 1 14 12 199 e:%'4m3 eege.& oFina�mm� o w 1.>ews PV vrA. 20 se o.45 w 0 ❑ J �caouN O y N 2 30 HIGPT STA N PT — 2 a w z W U w a `c Z IL Fta LU J LL Q O� If LU 0- LU z� ZH TT_ 20 ENIVTING 0- �2 a y 12 Foo f SCALE IA = v: 1:10 20 C07.3 INV0u>.1an a PV" CONNECT TO 5TS N 19 \ wV OUT.17 58 PVC IA RIM29.08 221. RITYPM 55 V IN:t�.62 e' PVC INV OUi'12.52 8PVC iVPE MNCIN 11PRIM-25 97 .16.IN 62 8 PVC STS 12 RIM E26.12V +00 199 X50 200 00 200 ,050 2001*00 200150 200 X00 200 X50 200 0{00 200 X50 200 X00 200 +50 200 e:%'4m3 eege.& oFina�mm� o w 1.>ews mo�430� W - w 0 ❑ J O LL � � O y N 2 30 Jz e� z m a o J a w z W U w a `c Z IL Z K ❑ LU J LL Q O� If LU 0- LU z� ZH Q U) J 20 0- �2 a y 12 Foo f SCALE = v: 1:10 20 C07.3 30- 28- 2&- 24 224 22 2 is - 14 12 1 299 ;®® 1 -MR �l z rr mo�F,o� w 30 w J - w O m -,o O O y N 2 y Q C7 y �Z eK Z' ma O J d N LL Q � W U w a z � � ❑ 20 Lu J IL p y PVI ELEV 21 60 v� Lsra 2"' 2a oa IY z� o �w� aU) �IM:2S86 a 10 Lid J 8 Loo f SCALE r, v: 1 = v: 1:10 20 —TU — 0"14% — — — 3 5 o � A osse i z W T IN 2141 O N mo�F,o� w 30 w J - w O m -,o O O y N 2 y Q C7 y �Z eK Z' ma O J d N LL Q � W U w a z � � ❑ 20 Lu J IL p L PVI ELEV 21 60 v� Lsra 2"' 2a oa IY z� aU) �IM:2S86 a 10 Lid J 8 Loo f SCALE r, v: 1 = v: 1:10 20 —TU — 0"14% — — — 3 5 ry,399• osse IN 2141 INL S2121 _ +00 291# 301X 301m 3001 00 3001„+,50 3D0 X00 300 X50 300 X00 300+, 51) 300 X00 300 +50 300 mo�F,o� w 30 w J - w O m -,o O O y N 2 y Q C7 y �Z eK Z' ma O J d N LL Q � W U w a z � � ❑ 20 Lu J IL p 10 Ifw 0- LU oa IY z� aU) a 10 Lid J 8 Loo f SCALE r, v: 1 = v: 1:10 20 C07.4 Icy VERTICAL DATUM'° UTILITY LEGEND 0 o KETEti R�r�oRF�o ° tiaFEHTOP�NaHr o F1HEHrHFANTAHIMEFT ®EEOETa�s aHEET�,a� ,zIT'.wETTHPwTHa.oHTEHH"HE aI-11FITI o�.Noa F_'A ETTA,, 0 I 1AT11AII (IEEHETA11111EET1,o 1) o B FEF o Ill TEE ©a �Hoaa o I B111oFF-1(1EEOETH a IHEETI111) o TIM11AE`AAA(IEIE-11 IHHT11111 o FF,E... ©I FFI—FF o,=.1-TTAI —Ha ATE IFAFFE o I=PROPoaEoFF���TY1111 ��AII-1-11T o„ .IIIl. Nr Ell ©a = TEE ® z 1111oAT111METEHAll HAIIFFow�HHOAT�I G 19 STY DG \ 3 NITS, 2 TY PIPE CROSSING NOTE: UTILITY NOTE: THE ENE.LIINT.ITIR FHAFFFIIATE MAINIAlNAMINIMIM 11 F1111 11 11A BELL Ill NTE IF IINNEITIIN TI All AT ALL AllF-IT—ANIN.e. AREFE IF IINFIIT—HowMAINE S32°50'43"E 66211 (F BLD 1 6 UNIT 3STY _ BLD 17 '* ■oroi �� •I I�� oir I Mai =1 STREET C s UNITS 3 STY o o i J0 n O � SYMBOLLEGENDS. j :J=�o.-1 0 .--.aE`A.1A­SE1—oE11SaE�E11.%� SLI m p,II'I I I IIIII VIII �IIlI' �_�• m ®I■.E�I � III � � I� I��I I��I • • III�� � _ IIII _ IIII IIIII ®®®®®®®®® ®®®® ®®®® ®®®® ®®®® ®®®®®®®®® ®®®®®®®®® ®®®®®®®®® m 0 SYMBOLLEGENDS. j :J=�o.-1 0 .--.aE`A.1A­SE1—oE11SaE�E11.%� SLI m p,II'I I I IIIII VIII �IIlI' �_�• m ®I■.E�I � III � � I� I��I I��I • • III�� � _ IIII _ IIII IIIII ®®®®®®®®® ®®®® ®®®® ®®®® ®®®® ®®®®®®®®® ®®®®®®®®® ®®®®®®®®® B3 Al Al �,illlll ` - milli �IIIIII Jmilli n _ I�IIIIII �IIIII _I I I oILlo�l I BLDG 13 S UNITS, 2 STY LL � O O y N 2 y a C7 y �Fm Z eK s i�s z rr 6 UNITS z STr a J y Z aW �Z z I Y z a 9 LDG 1 9 LDS I 5l NITS, 3 TY O U Y O U) \ ADIBLDG 11 BLDG 1 6l1NIT5,2STV 6l1NITS,3S ~ � U 0 __-__-__ ZONED: TC eauP z® s3 Lr, iAerial Fire Truck AUfTO TURN FIRE TRUCK Z C09.0 . ... . .. H .. . ............. ........... . IHIII 111111G TRENCHING 1111 A 1111T 11—Aill 111AIL 7] 4 FIN11111 —11 1 1. EL— IL— Ml— B01 I NLI 11 2g.. H o RMM FECCNI N PF 111EDOLE K P g 2 0x m w BLOWOFF VALVE 8 1 o —A!�.W-R mo N�—N Nl T o I N EE < z lilllpft .11z DOUBLE DOUBLE SERVICE PLAN T —L� E�IEN, A,.M�Nl M" ON F�1�2"A­ w z Of p E— ­--, ..p TH, .p 1! R`1-74�---,II —mG Rp. F_ c ..... . SINGLE WATER FIRE SERVICE PLAN - Nl THI T.1- Ill THE IIN F. N lz p nee m by I.; 5 —ER DO SINGLE SERVICE PLAN PLAY mond 7==�T 0� FM -1 0 O HOZRLS •= Cx.�x. LU LU I :1 DOUBLE WATER / FIRE SERVICE PUN 1— FIT— —11 k rc F- P., TI. vaMw to a2X4 1-1.d 'FIRE' Sidewalk -Y Iln SFT TOP Q N AN xlsxm cmo� RE THIN vnw[TfF 17, 5STPIAE N A- —❑— soxmxx�w�xsca��a PROFILE`Poi IA` `ypC b;,.f,..—l.d b, I ­FzV 1.. .1- 1- ASTM G-1 PE341R T -e, —1. b IV. Ip. wllx. seM . ...... VALVE AND VALVE BOX 0—IL PROFILE FH- WMLS WATER/FM SERVICE CONNECTION -6 clo.0 s..... iiir... I V y z a. rJ.L J.L ria . cm "."` •- "" FDOT PEDESTRIAN RAILING SECTION PER INDEX 515062 g,ER u�wE REruL ,m., R ..e. LE 10 7 4 1 .... ._ �� .. _... ._ e..... .^ �..� ;-AEEnn FDOT PEDESTRIAN RAILING PER INDEX 515062 I�FA `IPFRTIIR a�HTOFuuArLINE TR N - - r�EN INPAVFDARFAR I ,ax,exeIINIRETE CINII IITIN«. a ,� IIIS ND1.1..RARSDIA-PAL TATFRALE AT IT I AMITR. SEEFINE y wITRR�AR RANITAR ITERAL — LI �YT�<" mwlmum —OF ELEVATION AREAS SRAILSETRAFFI CRATED SEWERCLEANO UT DETAIL NON PAVEDDAREASPTA ,�.,..w.m.. _.....,.�.,._ "'^"w°^""' egN.;e.4 w a 0 0 m 0 w o LL 0 y N EE co �c �z _ z ma o a JN LL QX W U W `cZ Z 11 8 5 2 LF OF A P FF INS AT CENTER OFnR EL s3, E�,salOO ,SRE V ���n, a DRIP IINNFCT IN LU L Q Q 0 roan INv. a.G, � o Lf 12 PIPES SEE SHEETS C., ICI&I CONFLICT MANHOLE ..s g :Im A'l ��N�'^4� P%4F1LE 6 SEWER LATERAL DETAIL aaii s-o-oo 3 Z ILEET C11.0 N A1111 by al earl is lnrnes. g DLII � m=ice ......... .. .. z - Z11=1".1 T= .111.1.—iil I I'll 111 P�g 0_ _, . , , a _= PRIVATE CROSSWALK STRIPING DETAIL DIRECTIONAL ARROW DETAILS TYPICAL CONCRETE SIDEWALK DETAIL CONCRETE PAVING 101 Z b pqN5 I I E I za AL—PA _KN AT, IINIL R.ADS AND —ING1 Nk zw- 0s o w. .0 < (D (Da m , 1 =11 T ueoabmm �T P, —I, PAVEMENT MARKING AT FIRE HYDRANT FDC DETAIL CURB AND GUTTER ENDINGS DETAIL w �z < IN auoxwrvce ASPHALT PAVING z ug z 11 —K "m 81 5 VAL LEY NTS -LK < U) LU < Z FL LU LU (D 0 �� =I _rc p�Ee�wxx sq < TYPE axxaxbfb�LI 18" CURB AND GUTTER DETAIL FOOT TYPE A MEDIAN CURB PER FOOT INDEX 520-001 NTS ISI -F STOP BAR DETAIL SIGN MOUNTING DETAIL I—EC 12.0 -- 60 PUBLIC R. ss ss coNc. PAHPLLEL PARa" NE` P c s s°WK P;P.NG coNcINK d: Gm ..... .._...,a. Pao ocuRe VALLEY 2,07 2.0% 2 2012 0% _,.-• .. • �. -..... •• •-•...•• / _.,. _... e STREET"A" & STREET "D" PAVEMEN NITHINaTvao,�IO To sE _o' olTH eroFcauses � OFSP E63a ll TO I TI RT 50). GOITRACT01TOo ASITIN LIFTS r l 6 � 'n 33 PUBLIC ROW RALLRR PRC ON RW PARKIN VALLEY2111 B CURB MENr s[cTION WRHIN cItt ROW IB TOBIEN IE -1o, .. STREET "B" & STREET "C" a-,ITHeR'I'C"U'HE Rea,soN.° ONTaAOTORTo° aESULTSTO� aTO YRGPH TINTWO ®® ®® ® TYPE 5&6 CURB INLET e PA p�e�3o; a ao1: m: �. �� J M^ LII YIFJ N II _ - �.- .ue..E.v.:...,w IL.i>:— Y _ °QTS EoPRlvnre aow ^� ....�,...,o.•• ... I�w LL BE .a,„�w� se � r,.x..wo �, is QQEPQEPQo=000PPQ R,,, ,,.._...._v .....-...... LJ .... ...w,....,......o .m.. _ �.... .,.... _ Ty..F =..._ _ .L LLYv _ _,.. .,.n.......,......,......,.....,....... „...... ,a».. �i1 nCEr�lf GUTTER UTTER ................o..:......., m.....,. o....,..�..w..,.....u.n.. �. o BE y m C7 N mF Z e� J a _p Z m Bu .__....u..,_w........,..w,»....,.... TYPICAL ALLEY NI°THS x.ecT caaoEs. sLovEs.eNo ON-SITEADARAMPS Nz N BE w D, �Z Z p 7 TYPE 9INLET 4 2 1. ROADWAY UNDERDRAINS SHOULD BE CONSTRUCTEDWITH 7. UNDERDRAINS SHOULD BE ROUTED TOA POSITIVE A MINIMUM 6IINCH DIAMETER UNDERDRAIN PIPE, VRAPPEDWITH OUTFALL. FILTER FABRIC (ADS"DRAINGUARD," OR EQUIVALENT) OR SMOOTH WALL HDPE PIPEWITHOUT FILTER SOCK. 8. UN DERDRAINS SHOULD INCLUDE CAPPED AND SEALED IN SPECTION AND CLEAN-OUT PORTS EXTENDING TO THE 2. uNDERDRAws sHouLD BE CON STRu cTED ALONG BOTH GROUND SURFACE AT SPACING NO GREATER THAN aoo FEET AT SIDESOFTHEROADWAYSFORTHEPORTIONSREQUIRING EV ERY BENDOR45DEGREESORGREATER,ANDATTHE UNDERDRAINS TO PROVIDE SEPARATION BETWEEN THE BOTTOM TERMINUS OF EACH UNDERDRAIN SEGMENT. WE ALSO OF TH E BASE COU RSE AN D TH E SEAS ONAL H I G H G ROU N DWATER RECOMMEND THAT A MAINTENANCE PRO G RAM BE STABLISHED LEVEL TOFLU SHANE NOTE THAT WTHOUT A AINSPRO ON ERAPERIODIC BASIS .PLEASE ND INSECT THETHOUTAPROPER MAINTENANCE ANCE 3. THEBOTTOM OFTHE UNDERDRAIN PIPING SHOULDER PROGRAM, THE INTENDED PERFORMANCE OF THE UNDERDRAINS PLACED MINIMUM OF 24- INCHES BELOWTHE BOTTOM OF BASE MAY BE COMPROMISED. _-»------- - ••�,•,�,•.,,„., a..., � � . •_•.. _...�.. m.......,..,v.,. •.. ...... ,..,„. n_, '�”' ........ p Lf Qin Z BE LU 0 COURSE. 4. THE UN DERD RAINS SHOULD W RE THEDwA TRENCHCENTER D I NIMUM OF CHINCHES ERT WITH THE UNDERDRAIN BOTTOM OF ROAD _ CENTERED ETRENCH. ELOWER, INVERT OF THEN TRENCH BASE MATERIAL sHouLD EXTEND B -INCHES BELOW THE INVERT OF THE z uNDERDRAINPIPING. COARSE AGGREGATE (WASHED N0.57STONE 5. BACKFILL PLACED IN THE UNDERDRAIN TRENCH SHOULD OR PER FDOT NDEX 286) CONSIST OF"CLEAN "FILTER SAND MEETING FDOT ixui wnxnmrv.. eorrox „N •"'• ) 313 w _.... .,.^ <ux v. ,"vuµ iu.. ) `+ '” � ILI - - a SPECIFICATIONS FOR FILTER SAND CDOT SPECIFICATION 002-4). FILTER SAND BACKFILLSHouLD EXTEND To 1vNCHESABovE THETOPOFTHE NDBACUNDERDRAIN PIPE TENDTO121NCHABOVE AB VE - J f .- ,..1 €; » i I I £� 3 • 4 �c n s �< FI LTER SAND MAY CONSIST OF CLEAN NATIVE MATERIAL, CA VIDEDTHESE MATERIALS CONTAIN LESS THAN 10 PERCENT SOILFINEs 'y "•Wr .,.�.»a ' Ex secnox �'� aTY E,C , Lr, e. PRIORTO THE PLACEMENT OF UNDERDRAIN PIPING OR 6" DIA. PERFORATED --2g FILTERSANDBACKFILL, THE PERIMETER OF THE UNDERDRAIN TRENCH SHOULD BE LINED WITH FILTER FABRIC (MIRAFI 140N, OR EQUIVALENT) TO MINIMIZE THE POTENTIAL FOR INTRUSION OF FILTER FABRIC J Z �� til s ;n<ears IW.A x tEr�l Ix T, k Appr,x. WelpM 10, LOS. SOIL FINES FROM THE SURROUNDING SUBGRADE. THE FILTER FABRI C SHOULD COMPLETELY LINE THE PERIMETER OF THE UNDERDRAIN TRENCH AND OVERLAP A MI MM UM OF12INCH ES UNDERDRAIN DETAIL AT THE TOP OF THE FILTER SAND BACKFILL. u,w •�µ� TYPE aNLAND GRATE TYPE v INLET ET 8 NTS 5 3 C13.0 rALFI RANTING DETAIL 11EE RANTNG DETAIL 9HRIB RPNTING DETAIL 41 Mme■ "- - - -� �: �1 h , ■ I 1■ � � �� I�I III.111E :I ■� 111111 = � .� �� III -1- - - - __ Hill �L■�'�I SII, ..m®®® .Illy 9i Imo__ - Iwll� ' � ��, _ :.,:,�� � :■ M1I .. ■ r rel __ _ ■ _ _ - ��.� �r �!l1�.1 ■Bill III: I II 0�;-�-�-�rr �,I 1� � .III ;� �■� 1■■ �'�-�rrr � � 1 III ���� r ■�'I■�I�I� �III�. II •III I:II .III _ ISI rom ■�1■■; ■■■ ■�jjjj i 11 - I. -®- — -i= --- _�• �_®_ .E. _�_� VIII �� III - ----- .I I� 'I ■ rmrm ■■ �i0)Si..... J ■ I ARM NINON �lull� miss NEW STREET C 1.11111 ,111111 I�� 111111 - � _ �I�IIIIII 111111 ��IIIII, H I�II_r����I�r111 • , .1111 __- ■ I i1 I II 1 ■��� I I � � i� �-=_ __ 1=1 I ; mill dl, of j�pq �I I I 1—'11-611 I 11=111=Iq Yq q 1 111111 ■ fr" 11 X01 '•. �I I® I®�fl IDI I�®I, illlll�� .— flllll ®I�III ��■9■ — — ��®�®0 ® — 11111 I 111111 i UCxxx�' nxE��L HEAD DETAIL Oax Pox TRENCHING DETAIL ELECTRICAL VALVE 2 DETAIL FIM �vo�EOMOE SLEEVE DETAIL DETAIL GENERAL NOTES NOZZLE CHART LEGEND ' HUNTER P-0 SPRAY SERIES6 POP UP A HUNTER PRS40 SHRUB APAPTER ON RISER ®TWO HUNTER AFF ADJUSTABLE FLOOD BUBBLERS PERTREE „�ANEPT=lANoF APIP SMA ERSI IS IN.U. EFA RCPH RVEES E ASGNMunn of za DPEI AANDDVIves AmDDEEROEnvEMENrHE SHALL BE SLEEID ALL SLEEIS ARE NOT MARGER) AND LABELED FU NTER CA ELECTR C VALVE SIZE AS VALVE Dox AND CoVER WN BELOW .INsrALLVALVE IN A TD17 PURPLE 2"o GPMl 11 51 AND HIGHER GPM,2 CONTROLLER HUNTER CC2 VALERE SHOWN ONTLEGIN NATAL LA HUNTER ECwu Hou. NI CL to YEAR SENSOR LGROUND VNTHAMInoMUMe POINT OF CONNECTION TO AS POTABLE WATER METER AND BACKFILOW ® REVENTER REFER TO THE UTILITY PLAN FOR THE EXACT LOCATION AND D FLATS IEUH AUSS,HLEEUI UHEXUNNEXI IUN IU HI:wIMEu wAI l�, RECLAIMED WATER REQUIREMENTS N AN F:11 1 11fTT ueeRrr, wnoxnPe nRc++IrecT EEc " ®�o4m mv'o� E�s0 o2 w L102.0 I 1� A. I �I PATO LEGAL DESCRIPTION PLAT OF SURVEY I PAL. 2H 6 PAL. A N IF I AND I PAL. ID PA 'ANT=TEITIE ALM G� Al 2� G UMG E 11P 1A I LA NICE K '1'.'ITI"EILIL=EI'AF�TE'�EILEE.TAIII TALK A 0 P'TTIE ` EIFAG ` EIIIISI IN PLAT I' OAK "K " PACE " I I' US IF IERB IN ILE G PIPE 131 11 IIINT, UM 6� PIPE 131 1 A OAK F LOS 'A, GUM 6 El NE . OFF PATTI 1111D LEE COZY AR AIY1'.'1E... CURVE DATA• G LM I -poc CC III SAM 1 1`1 HIM 2� I!PPA. I '=E E AT THE N TA1,1,E 'AT 1, N`F ETALT, IAC1 SE' AN, I GTJKA,1 L�l �IAl IE ` FLI 'IA AT IN �1 LED E 11S�1,1T1GF1.1A�,MA1P1 NIE IF11. 11 FEETALINITHE 1ASELINE IT PA TO TLY I p 'I ': ALM F ALM NT I I TH EN IF DEPART UP 1A I IAGEL ME, DUN I I P GUM CA IAN , I 'I A AD , N TO " EE I G "A I S. AREASUMMARY 11 C I BAY IV P� G P IF F` AS 'FI.T N IA CHUA I UYM UP I YALE I1AR,NEEINF1'NIDIoTI-,N1ERRE6NAAD ASI4LNT'4RA1E0,N­RE0rLEAEKY L,D"ERNII SC TI'A� TNR OUIFECNEORF1OO­AN C AS IAFIEEFT OTRHTIENEA'_SETIRE URNIYNR C 1IEG011NTYOMFTAAPN,FIOENIITY , ET HA 0EN1 NITLEIORUN NINTAINS364,MSQUAREFEETORI 363AIRESMOREORLESS l N- 11FADITANIEIFAAFEETTOAPONT0I,EN"I,EASTERLY,ITTIF AYLNE u D13­1­NIN1AI1111R-�AARNlRD ATOFUADA34F 66FPEA3LHIOOMO AUP OURFOUDEA A.. ISTANIFOF43 IIENIFRUNN3I=EONTOI..ED IURVATUREOFACURVEIONIAGEEASTERLYIAVNCARADUSO."ORD �1E CARNIOF161C44E,THENIERUNNORTHERLYALONETHEAHROUCIA R 0__GGADSTANEOF3111FEETI II'Pll IE�I7IIGFBM, AAGOIAUUY ANUUIMM GI IPM C I1I1 A2S I1A I1 GAOGOGBl PFFUUUALU MOKY M 1­T.I RPP ICGGGp APpPUUUUAA AAMMML LDLLT M OMM EADSTANIEOF ""FEETTO TIE A 0 NT OF IT RIATU RE OF A URGE ION CASE S OUTI 11 GO FEET AN I N1111'11'1 AD G U M 1 PAULMG 211 16 A IT ORD FEAR N C 0 F N R4 " 3,�E 1. C UP OAK ALONE TIE ARI OF SAID CURVE �DGO A 12 6 G G P 4 4 A I STANIE OF GO 16 FTO E N TAN ENIY, 40- OA TTOT' PO UP FEE AND BLAKE BLVD GUM OAK ALM N AGE S ED ALION A FAR F 'A' I IT , I I, A RD AD OF I 7� GUMLI I I GGUU PALM SOUTH I Ly C I, , GO I To 1, 0 N F IUR, \L11AILE PUBLIC F11, 6 6 GO R A IENIRLA LE OTA , THENCE RUN EAETER�YLY IA1NC A RADIUS OF GUM I' OU" THENIER U N PRO " DAYS NIE OF 16. FEE E A ATUREFLOOF A IT C E 7,_ GTHENCE RUN ET. ERLYLA PC E A FUGOOF S R E R OJ'�'O`A IF`NTRAN' N C FE'0BF4 1�613`1 A A PALM FEETTO I E PO I OF TANIENI THENCE RUN 43136 E A TAN E OF 33 1 MAPLE I IS 6 BAY ISP P GUM 31 1 GUM 131 7 MAPLE G I STAN ETOT= U 44, FAR TANEO 6363FEETTHEN'ERUNN3_ GUM �,T 31 1 GUM 131 11 MAP. 3 1 IS FEE , R UNIT I TAUNIO OF, 4 EE EORDNTEOFRINU�RIATNUR6�403F���RIE NONIAGE EASTERLY IAVINC A G S ED I TTOT' A 6� CA 12 7 FAR F GO FE �T AND A I I A OF TH EN IF RUN N ORTI ERLY ALONE 4 BAY OAM UP THEASO F AD _yR,1r OJINAIETRA,�­DLSTON.11'14 ADISTANIEOF—FEETTLOTHE AT PLB PO I I I I I 1� CA N LOAN EN`I PH R CURVE S., �,LT A IF RU N. 6 EA A IF OF"4FEETTOT'E PONTOF G UYM % MIA IURIATUR� OF,� CURVE IONIAGE SOUTH EASTERLY FAIL NE A FAR US OF 11 GO FEET AND A 11 ORD A. IPI I I PALM 'EAR NE G A M PA 0 N, Rj GUM U'G p 3' �13RTYEN E RUN NORTHEASTERLY ALONE TIE ASK OF SAID CURVE THROUCI GUUM ALM AIENTRALANCLEO 3-1131 A DISTANCE OF. IS FEET TITLE POINT OF TANNENIY, THENIE RUN 1. 7 BAY IPI 11 PALM AS I GUM 3EADSTANIEOFI' I FEET TO A NON=NNTOIFUNR31,�,I.ON,�AIE=RIEN S TERLY GO I BAY 1. 1 BAY gl� 11 A TO C I US 0 G. GO TANDA"ORD C RT . PALM E.R.R. P N s;,UZD IALE N FAR F 3. ALL R GUM G NORTHEASTER HE AD I OF A I IURI�RTSEROURII AUIREENOFALAUNRILEEOFNIIA"IE 46 , A A.R.' D.. P1 P BAY I �l 6 ST I =TTTO I, PO TILDE, 'AT A , 0 P BAY I �� 7� Al A TO I AN E OF E E 'G' A Al ISS 11 PALM P� I BAY G U 2P 11 P 'ALM TER Ly I All UP A FAR US OF 144 1 FEET AND A 11 ORD 1E=CANP­01F11 E, THENCE NIBE�l F.H. S FAR POB B4 I GA RUN NORTH EASTER Ly ALONG C THE AR, OF SA I 'URGE THROUGH A I LE 13-3141 A G AM I �� 6 GUM PAIMM ED LNEOFA IS I ON ARIEL I I E RA I TO TRAILE T -u IS.. 313 11 PALM Ly 'QU IT I BAY I G3 11 GUM '0 AOO PACE �64, PUL�T I TAN 10E 0. FE E S I RECORDS OF I ORR I R `4 " TTOT' OUT' I III, , , SAID ED N OFF I AT RE R K 4.11, F'I GUM GUM All SEM N OLE COUNTY, FLOR DAL TH EN IF DEPARTI NE SAID EASTERLY HILL OF — L N E OF M III L I I'M I OAK STAKE NOUL RUN S4 TANE OF CIA I, FEE E ALON C SA I SOUTH ERLY L N E A I S 12 1 A 1 �2 6 PLO �2 UP *DN F F U G OAK SNO'BI.ESTERLY LINE OFSAID ANCTURTION PARIELI, THENIE RUNSA. 6 BAY G 43 E AD STANIE OF 661 11FEETTLOTHE INTERSEITION OFSAIDSOUTHERLY THENIE R UNIGARD G IT ME AND TH E RT '311. am NOTES CA In A ESTERLY LNEIDSTANIEOF46.43FEEITYENIE N-3111 —DISTANCE BAY G A ON SADNORTY OF IF GUM GUM 0 L ' I ' F .6 3 FEET To TIE A 0 NT C UP N C YY TO UK S ON TILE MON UPS I OR' I �AB'APIA� S S J.PED NA BA FIN I BE= CA CHU UP DO I AYRLU� E RE_ATSES A 4A . SETT I C 1 41 1 1`�S "ARL IS I I MAP. I El I GUM 311 1 '� GUM �j� I6OG UK, MAP I GUM AUM I� PIMB G B, % 31 12 GUM I BE 11 GUM 311 P OAK �ETH AESNUTR�1,ErEILEYP NLYPGFY­ REI.RDAP PR.IIDEDBYIE ILIENT.R ITIENTP A GUM CA 12 SCHEDULE B-2 - EXCEPTIONS EPP ADE I ER�MR�O�.N�TNHDEEU�NEN�RD�RU�NWDNU�SL�T�—H�WN TAGEBEEN AYK IT AD 3 � S J I WAS M 0 TH SURIEY.R MAKA I P' ��� CA 1 Z 61BOYK GUMPOLIA L.YATSED R� I ELD SURE I I A. A I THE M IR.UND THLIKESSH—I I.SSIBRIPEATTLASHR= P OAK 1 PC 13 OF UP "PRINTEETHATTLE UNDER AARSB41ENRC3DE1 SSTERTLAEI CCFDDHOE RN1.0 TYN C,1AO,AIANOSASKTTPAoA6M2RET6ARI EN11NE, RDPNAIANEEIP DCAMI ER1,EIIY1MSYI 34OCRROAY NADDUDMENODCF U,LMEATRSONYE D ISREIEEICMOOCRERDRAETNDADSINUEPMLTEEAOMR F E ILDEE 1ARART2EE1D,R2EO0CC0OT2ROIDNECDDOONK AF2RIEFAI, CE UITER IAI .SERER2I1 I2E 1CR NA .S0RTT,0TLRAAMOOMENTRToRE1ONA-DMFOELEASE .BAFN2I1I21I 1EDCI­E SUWRINEHUY.R DURTHER D.A N.TWAIURNARAAIT NHATE 1AA—B1LE NER 11 1HPCRlEY.R HAPITPHI YALLYL.DTEDTHEINDERARIUNAPINLIMG EEA"DAND'EARUNCAPTA1= lDAlEDP1OADM0RDOAITLON �OMNIS HN"LTLA I'"1H PARTOF PARCEL 007K DIEDSEPTMBMMUN1TY , RSPB NISSEAN.LEA.UNTA I.RIAPF UNDER CONSTRUCTION t 7G IAI,A � OCAGGGGGAl FUUUULKMMP NA P111 II12:11 A611S�� GGG� GGGGGUUUUUUUUUMPMMKM MM M 3N22 12N�21GGGGOBB IGFUUUO UKMMA P K FE=16,MCGE NE IEN�1, FUR HER AMENDED 1Y SECOND AMENDMENT HIS VACANT/NO BUILDINGS) AT GO N 100-1 PACEA­ FURTHERAM P� BA GPFFFM UP IYTIIRDAMUENDMENTTOMEOMRODR'ANDUM OF. 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AD A RM 1� G UP ME RM G M UP p PA M P PUB I, PNEG UP ME 'PAS GUM 0' 15' 30' 66' 9 TO DE2 T�GAK PA. 1, GUM GRAPHIC SCALE UP DEI P GUM ACCURIGHT NlF'1T1`L1T1r1I C�­�A, RD FAA`1 SAFT CLAS' 'I A I D PUT TU I—— -11E IF AH BOUNDARY SURVEY DATE: 4/10/18 BOUNDARY AND TREE SURVEY per5J-17.051(3)(b)3 Florida Administrative Code 1.11121EI,H.T�Inlllr�l IF, 11 DGINI, III IS PHONE S07) W alo Pill DIE III . IEVIIIIN GO IF. 1-3 20SO1 0 IIINDIlYlu =�Y 3 ELLED,7E �Co/,, NE H OR/10/18 10117E17 S-0 S7812 UP DATE NOUNDARY &ADD TREE LOIATI 0 PC 3 1 ADDED LIFT ITARTIN EASEMENT FROM ITEM LOIATION N�IORNER PBAR ILAKE ILVD & E PLATE ROAD Pl NTER 1U =R1 ON NAME v 0 PART OF BLOCK 4, LOTS 7 AND 8 � D R MITCHELLS SURVEY OF THE LEVY GRANT ON LAKE JESUP FF FE, { PLAT HOOK 1, PAGE 5 Q -„ YT v m> u l hx°a C,. c c) Maass a N3 1,11 LECENo: I a I I v ob. -_ LDT 8 '^y'/ LOT ] wx. PART OF BLOCK 3, LOTS T AND 9 D R MITCHELLS SURVEY OF THE LEVY GRANT ON LAKE JESSUP PLAF HOOK 1, PAGE 5 ° ca. .`OJ,r,.�,�,°,,g, O„ Q o-. a Fy; � .. \- I O \\ I El s°k.ty °a. °s xt.,aw� .stip aH w� ssrui„N. arua- o„nIiiry HI -11 All raaL —11 I -TINI 1 11 � Tl as a iz. SURVEYOR'S CERTIFICATION: r,",” Raa '"n , y\ lc�-.�/ �``(/ d)C1"q n, `4, �I'•�Im - Va��F e 111E.. ZF � — �” \ "h• �*ye CF`s g \ \ / � � Y III � � _ � ° — _: �\ d'^�nh."hb 61 I ,. � I M'all \ �'4,q,. I i I SURVEYOR'S NOTES: I� ELI g''b 1111 e[1Tlll vary Un[a[ 1v .�a rvoaov� U wx. PART OF BLOCK 3, LOTS T AND 9 D R MITCHELLS SURVEY OF THE LEVY GRANT ON LAKE JESSUP PLAF HOOK 1, PAGE 5 ° ca. .`OJ,r,.�,�,°,,g, O„ Q o-. a Fy; � .. \- I O \\ I El s°k.ty °a. °s xt.,aw� .stip aH w� ssrui„N. arua- o„nIiiry HI -11 All raaL —11 S a U Q Tl as a iz. SURVEYOR'S CERTIFICATION: r,",” Raa '"n , e 111E.. r'E__. — g''b SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST rL�wo. ucerv,eo suu�eroa nrvo inmvec- �1 OF 1