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HomeMy WebLinkAbout2017 04 24 Public Hearing 400 Tuskawilla Crossings - Final Engineering, Aesthetic Review, and Development AgreementCOMMISSION AGENDA ITEM 400 April 24, 2017 Regular Meeting REQUEST: Informational Identification Number: Consent 26- 20- 30- 5AR- OA00 -08G, Public Hearings X Regular 06 -21 -31 -501- 0100 -0000, KS BF City Manager Department The Community Development Department requesting City Commission approval of Final Engineering Plans, Aesthetic Review, and Developer's Agreement for Tuskawilla Crossings, a 379 -unit single - family residential subdivision by CalAtlantic Homes. SYNOPSIS: Tuskawilla Crossings is a proposed 379 -unit single- family residential subdivision by CalAtlantic Homes located southeast of the SR 434 / Tuskawilla Road intersection. Final' igineering Plans, Aesthetic Review documents, and a Developer's Agreement are bmitted for City Commission approval. If approved, sitework construction is expected' begin in May 2017. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: . Proper owner: Standard Pacific of Florida, 444 W. New England Ave, Ste 220, Winter Park, FL 32789 . Parcel Identification Number: 00613, 26- 20- 30- 5AR- OA00 -08G, 008E, 26- 20- 30- 5AR- OA00 -008K, 0000, 06 -21 -31 -501- 0100 -0000, 0000, 06- 21- 31- 501 -OG00 -0000, 0000, 06- 21- 31- 501 -03OA -0000, 0040, 01 -21 -30 -501- 0000 -0340, 31 -20 -31 -5BB- 0000 -006A, 26- 20- 30- 5AR- OA00 -008C, 06- 21 -31- 501 -OA00 -0000, 06- 21 -31- 501 -OE00 -0000, 06- 21 -31- 501 -OF00 -0000, O 1 -21 -30 -5BH- 0000 -004A, 26- 20- 30- 5AR -OA00 -0080, 31-20-31- 5BB -0000- 26-20-30-5AR-OA00- 06-21-31- 501 -01300- 06-21-31- 501 -OH00- 06-21-31- 501 -0300- 01-21-30- 5BH -0000- 01- 2130 - 501 -0000- Public Hearings 400 PAGE 1 OF 6 - April 24, 2017 0170, 26- 20- 30- 5AR- OA00- OA00 -008H, 01- 21- 30 -5BH- 0000 -0010, 06- 21- 31 -501- 0200 -0000, 06- 21- 31- 501 -OP00 -0000, 26- 20- 30- 5AR- OA00 -008D • Current FLUM Designations: City of Winter Springs Low Density Residential and Town Center • Current Zoning Designations: City of Winter Springs Planned Unit Development and Town Center (T3, T4, and T5 transects) (one - family dwelling district) . Previously Approved Development permits such as conditional use, waiver, or variance (if any): N/A . Development Agreements (if any): Annexation Agreement . Pending Code Enforcement Actions (if any): No current Code Enforcement actions . Ci , Liens (if any): No known City liens APPLICABLE LAW &, PUBLIC POLICY, AND EVENTS City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances, Chapter 9, Land Development DISCUSSION: Final Engineering Plans (Exhibit A attached): Tuskawilla Crossings is a proposed 379 -unit single- family residential subdivision by CalAtlantic Homes located southeast of the SR 434 / Tuskawilla Road intersection. The total project area is approximately 133 acres and includes a central amenity area and a 3.2- acre commercial outparcel at the north end of the subdivision. An Annexation Agreement' was approved by the City Commission in May of 2014 which requires the property to be developed in conformance with the Town Center District Code. The 379 -unit subdivision includes a network of public streets that have been designed in onformance with Town Center street standards. The subdivision will have multiple' iccess points on Tuskawilla Road and SR 434. On Tuskawilla Road, full median )penings are provided on the north end where Michael Blake Boulevard is being extended' o Tuskawilla Road, and at the south end where there is an existing full median opening' orth of Indian Trails Middle School. On SR 434, Gardena Drive will be a primary iccess_ point and will remain a directional median opening (right -in, right -out, left -in). A' -ight -turn deceleration lane will be installed at the SR 434 eastbound approach to Gardena' Xive. A second access point will be the future connection of Michael Blake Boulevard' with SR 434, which is planned to be constructed in conjunction with the adjacent )roposed Hawthorne assisted living facility. The SR 434 / Michael Blake Boulevard ntersection is approved by FDOT for future signalization by the City when it becomes' warranted by the traffic volumes. A traffic impact study for Tuskawilla Crossings has _ )een reviewed and approved by City Staff. Water, Sewer, and Irrigation: Tuskawilla Crossings will be served by City water and sewer facilities. Water points of connection will be on Tuskawilla Road (at both entrances) and on SR 434 near Gardena Public Hearings 400 PAGE 2 OF 6 - April 24, 2017 Drive. A sanitary sewer collection system will be constructed, including a lift station located near the SR 434 entrance at Gardena Drive. The existing city force main in the Old SR 434 right -of -way will be removed and replaced with a new force main located along the existing SR 434 right -of -way. The City has sufficient water and sewer plant capacity to serve the project at buildout. An irrigation system will be constructed with reclaimed water distribution standards. Potable water from the City will be the source for irrigation supply until reclaimed water becomes available at this location. Stormwater: Stormwater runoff generated from Tuskawilla Crossings will be collected in an underground stormwater piping system and discharged into one of five new wet detention ponds being constructed at various locations within the subdivision. The largest of the five ponds is located in the center of the subdivision and includes a 6 -foot wide perimeter sidewalk along the top of the pond bank. Two existing wetland areas on the property are being preserved and will be placed in conservation areas. The stormwater system has been designed in conformance with City and SJRWMD standards. Trail and School Access: The project includes four access points to the Cross - Seminole Trail, consisting of three sidewalk connections at various locations, plus a direct access where the Trail crosses Gardena Avenue. The Gardena Avenue Trail crossing will be a 4 -way stop, which is consistent with other nearby Trail crossings in Winter Springs at Tuscora Drive and Vistawilla Drive. At the southwest corner of the subdivision, an 8 -foot sidewalk connection is provided for direct access to Indian Trails Middle School and to Keeth Elementary School. At this time, all lots in Tuskawilla Crossings are planned by Seminole County Public Schools to be zoned for Layer Elementary School, Indian Trails Middle School, and Winter Springs High School. Final Engineering Conditions of Approval: The following items shall be completed or otherwise approved by Staff prior to sitework construction: • Streetlighting plan from Duke Energy • Cross - Seminole Trail easements recorded for any utility and /or stormwater crossings • Gopher tortoise relocation complete per FFWCC regulations • FDOT permits • Seminole County permits • SJRWMD permit Aesthetic Review (Exhibit B attached): The attached Aesthetic Review package includes all of the submittal requirements for aesthetic review as set forth in Section 9 -600 through 9 -607 and include the following: (a) a site plan; (b) elevations illustrating all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9 -603. Public Hearings 400 PAGE 3 OF 6 - April 24, 2017 The City Commission may approve, approve with conditions, or disapprove the application only after consideration of whether the following criteria have been satisfied: (1) The plans and specifications of the proposed project indicate that the setting, landscaping, proportions, materials, colors, textures, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. The design of the proposed single - family residential units includes architectural design elements such as stone veneer, stucco, and architectural embellishments such as balconies, columns, and arches over the entryways. Expression lines are provided around the perimeter of several of the proposed units to help break up blank expanses on the facades. Staff feels that this project incorporates certain quality design elements that are promoted Citywide. The architecture is complementary to the diverse styles of architecture that have been provided in the City. (2) The plans for the proposed project are in harmony with any future development which has been formally approved by the City within the surrounding area. The design of the proposed units are characteristic of the architecture that is provided citywide and is in harmony with the surrounding residential developments in the area. (3) The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: A. Front or side elevations, B. Size and arrangement of elevation facing the street, including reverse arrangement, C. Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. The proposed units are designed to contribute to the quality architectural styles that are typical of the surrounding area and the Town Center. This project represents a positive addition to the City of Winter Springs. Significant design features includes architectural design elements such as stone veneer, stucco, and architectural embellishments such as balconies, columns, and arches over the entryways. Expression lines are provided around the perimeter of several of the proposed units to help break up blank expanses on the fagades. (4) The plans for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. The proposed project enhances the character and overall aesthetics of the surrounding area. The City of Winter Springs is comprised of diverse architectural styles and, therefore, the proposed project represents a positive addition to this area of the City. (5) The proposed project is consistent and compatible with the intent and purpose of this Public Hearings 400 PAGE 4 OF 6 - April 24, 2017 Article, the Comprehensive Plan for Winter Springs, design criteria adopted by the city (e.g. Town Center guidelines, SR 434 design specifications) and other applicable federal state or local laws. The proposed project is consistent and compatible with the Comprehensive Plan and the design specifications and architectural styles that are characteristic to the City of Winter Springs. The final architectural plans will be reviewed for compliance with all building code criteria. (6) The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite - resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. The project has incorporated a number of features such as hardy siding, stucco, and architectural embellishments such as balconies, columns, and arches over the entryways. Expression lines are provided around the perimeter of several of the proposed units to help break up blank expanses on the fagades. The project provides distinctive design details that promote the character of the City of Winter Springs. Developer's Agreement (Exhibit C attached): The Developer's Agreement clarifies and /or sets conditions for various aspects of the subdivision, including, but not limited to: • Establishes the Final Engineering Plans as the controlling document for the project • Recognizes that the subdivision will be platted in phases at later dates • A letter of credit is required at the time any plats are recorded for any incomplete infrastructure within that phase • Allows construction of a sales office and model homes, in advance of platting, similar to previously approved subdivisions in the City • Minor setback clarifications • Developer to enter into the City's standard agreement for decorative streetlights and signage FISCAL IMPACT: Approval of the Final Engineering Plans and Aesthetic Review allows the subject property to be developed into a single - family residential subdivision. Development is anticipated to provide an increase to the City's taxable value. The potential tax revenue of the proposed project is as follows: Fee Simple Single Family Residential Units: 379 units Units: 379 assessed at $300,000 (approximate median house assessed value) _ $113,700,000 assessed tax value o $113,700,000/1000 = $113,700 o $113,700 x 2.4300 = $276,291 o $276,291 (less the 4% statutory discount) _ $265,239.36 tax revenue Public Hearings 400 PAGE 5 OF 6 - April 24, 2017 This Agenda Item has been electronically forwarded to the Mayor and City Commission, City Manager, City Attorney /Staff, and is available on the City's Website, LaserFiche, and the City's Server. Additionally, portions of this Agenda Item are typed verbatim on the respective Meeting Agenda which has also been electronically forwarded to the individuals noted above, and which is also available on the City's Website, LaserFiche, and the City's Server; has been sent to applicable City Staff, Media/Press Representatives who have requested Agendas /Agenda Item information, Homeowner's Associations/Representatives on file with the City, and all individuals who have requested such information. This information has also been posted outside City Hall, posted inside City Hall with additional copies available for the General Public, and posted at six (6) different locations around the City. Furthermore, this information is also available to any individual requestors. City Staff is always willing to discuss this Agenda Item or any Agenda Item with any interested individuals. RECOMMENDATION: Staff recommends the City Commission approve the Final Engineering Plans, Aesthetic Review, and Developer's Agreement for Tuskawilla Crossings, subject to the conditions noted. ATTACHMENTS: Attachment A Public Hearings 400 PAGE 6 OF 6 - April 24, 2017 PDBOUN Y/ EGALDESCRIPTIONPERALUN&COMP .INC. DATED: 5-26-V5 —T ON —T EVO 'HITE 220 —11 'ETIE 1-1 I'll 1.CvEllR I—El I Oil= LE,,T"-T"R ET WITTER l-lEl 11 sM CHILE oo� 65,111, loo E E, IHITE To ITCENTI, 11 -01 EEVEIIIEC E­ ­@E' ""ET, COM CEITHICRICIEC E.CDEEC —VECIEC ETHITIE—I "PEROT, I., 'ElTL-TLl c)-1 ALTO RICH 11 — lElElGl=ACE`EnIOE 220 WITTER-1 112- E"IEER III IT RETTED, I E 1512 1-110, 5112011 E IT POITYLVER IHODE (.A .1 0501 NE(m7)6456515 E— RICH R0lEnO@CECATlCOl -TIED ENTEETC E— IREPER1@11NERIECEIIIIETRIll COET I-DICIE ETCHITECT DECI CEILT. TRO.1 TRYTINER lHLYE . C""O. ' E 2221 IRR 17 WIHITOT EER E R"O" ET 1 I61H0 I1- T2E - ERCHITECT TOIC" V E 1.A.C. T V 7 4E0 I 71 A217- DLIAp PLE., 'LLE C'Al1O.@llI-11 CO. E.VIRO TELIlT -1 0 TECH COLL—THOT NO LITElIAC1 . C EMAIL TE O. CEOlOCIlT IROIECT 2 =DR ITTECTEET—LER 'OR TOO OPLENTO, 11 -01 THREE (.7) —5161 —VERIEL ETHITIE—I ICIETOCEI, TO CEO'O`IT ETCHET"C"'. 'I 1512 —CCIE To HIEVERE ORITLCOJI -1 EMAIL I.VE@.IO TECTOCO.—TROT CO. THREE ETA 423 0504 E111 EATELETTA—VEREALLOOILIEEPTOICOET FINAL SUBDIVISION PLAN,,, FOR TUSKAWILLA CROSSINGS CITY OF WINTER SPRINGS, FLORIDA NARRATIVE: Tll PROPERTY PIREAD ILI AND ROW=LO 1 11 IR I. , TOMDAMILLA RD =__.R =1TA. OP=l VE :Z RESIDENT 01 OTTE 11 PAP AMILY LOTS, COIRLIEDCAL T-CT, A— CLAT=S A_ ONDENTEO= 11— 1 TIED POLIDER =.W,11,=LL 11 CITY 01-IIR 11111UTILIT S ART. SLA P OCEATDON­ .�CR�-�DIOR�LLI�IIICLUI�Ol�ll��DUAL LOTITO CONTROL AND REMETALE TAT LAND. B&S ENGINEERING CONSULTANTS, LLC DBA APRAN ENGNEERNIG, LLC 2221 LEE ROAD, SUITE 17 BOARD OF PROFESSIONAL WINTER 32789 ENGINEERING PARK, FLORIDA RING CERTIFICATE ( 407 ) 960_5868 NO. 28973 SHEET INDEX: C"T All VIAIM II., 12, VOWR­E AB — TABLE A" VOWRTRY ROT T—I ­ 12 12 1.7 FrT.—R—E �t AB cTo A, 7 P 11 1 cial AD, '-A' DETMI 5 I- A I IT DE ool TV" B.---5;.7MyN.EY—M =5----SATT0N;T—A YALB No, HADDROWE DETAIL5 AERIAL M" SCALE I" - 7000' AGENCY PERMIT TYPE 111, A, M`B— SITE PERMIT —T DRIVEWAY ACESS FENIA FLOOD MAP SCAZE, I - 7000 PERMITS REQUIRED PROJECT ON VICINITY MAP 5CAZE, 7 -= 2000 SOILS MAP SCAZE, I - 1000 QT`PU "A TA. ICEI PIRCE-11. 3 3 BBB I . 131 "1 I'll ;� ;� IAR EMB DIIIIN BI I� 3� 'M DD Dm:B, I 3� =BB, BI1'IBB'M PBBB Bm' DR I 3� 'M BID BBB, DR I 3� 'M BB Bm' DR I 3� 'M OBB B�B% BI I� 3� IM BID BBBIE 11 ID B IAR EMB DII.D "LL I RARDA`I`DL Al"Z. 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E;ENAEONAREA A (I ".) lRO=l=EDll`TlENTl LE - (A—) ==ALLO OR ZBEN1­11DEN11 D IPIOOL AIR ""B" ELESIDEADEARI 011 DO ICI DREN NI=Dll) I MIDDLE 011 DO NOREN DO *",III PELDODPI — TOTAL DI IPIOOL AIR P—DREN WATER SERVICE AND RAIATTARI BE I SERVICTE PROVIDED 11 CITO 01 WINTER SERENII No RECLAEALED WATER SERVICE � AVA LADLE SERVICE DEMANDS WATER 01: DO BPDI�� PD. I" ID =c o IBB BPD 011 BLOT TRHP.DII) I,- TRIPS BT=== =0 R'PI—R`.oR'.=LRENNR OVIDE D OVE I =E. = =QIDRESENL r.=E:B.-E O=T R:ZT OWINTER —ENDS END RV=DMIW"L BE PROV"D AND OS BONED TO MEET CITY OR AINTER SERENII AND SIR RAINAIEREQUIREMENT 1==OOD PLAINS ZL%BE�PEACLD IN CON=l :=Al7EEDL'.E-ALLl.MlLl 1-1— .1 lL-N.BTOP-L—..E—.RME- =TLAW-CC=T=ALLCO-L�W�.T..T�O��—R.R�NGR LAND DEVELOPMENT CODE. THE RE BIDENTEAL PORTION OR THE DEVEL OPMENT WILL BE CONSTROPLED IN-0 P.A.R ALL PR OR DID 'Al OR O'MNGMUI BE PERMECTED THROUG1 SEMINOLE COO— GOVERNMENT AND HE OREDA DEPARTABOADE OR ENVIRONMENTAL BERVICER GENERAL NOTES 1. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE PERFORMED CONSISTENT WITH THE FOLLOWING SPECIFICATIONS: Cltt Of WINTER SPRINGS, FLORIDA ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FLORIN DEPARTMENT OF ENVIRONMENTAL PROTECTION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM 2. THE GEOTECHNICAL REPORT SHALL BE REVIEWED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL FAMILIARIZE HIMSEL WITH THE SITE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS THE WORK REQUIRED, AND ALL OTHER CONDITIONS THAT MAY AFFECT THE SUCCESSFUL COMPLETION OF THE JOB PR10R TO COMMENCEMENT OF WORK. 3. THE CONTRACTOR SHALL GVE A L L NOTICES AND COMPLY WITH A L LAWS, ORDINANCES RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK, AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND GPECIFICATONS ARE AT VARIANCE THEREWITH, HE SHALL PRDMPTLT NOTIFY THE ENGINEER, IN WRITING AND ANY NECESSARY CHANCES SHALL BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR CHANGES IN THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER AND THE ENGINEER FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL HIS SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GGVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES PUBLIC CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWNING DR CONTROLLING ROADWAY$ RAILWAYS, WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH FACILITIES SUCH AS PAVEMENTS, TRACKS, PIPING, WIRES CABLES, CONDUITS POLES, GUTS, OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN THE WORK IN ORDER THAT SUCH ITEMS MAY BE PRDPERLY SUPPORTED, PROTECTED OR LOCATED. 6. PLANS, APPLICAB E PERMITS. AND SPECIFICATIONS N HEREIN. SAND ALL LA APPLICABLE FEDERAL. STATE EANDYL CAL BUILDING AND SAFETY CODES LAWS AND ORDINANCES ]. PRIOR TD PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT -DF -WAY CONTRACTOR SHALL OBTAIN AUTHORIZATION AND PERMIT FROM JURISDICTION RESPONSIBLE FOR SUCH RIGHT -OF -WAY. IN ADDITION CONTRACT CR SHALL OBTAIN GAS I.D. NUMBER FROM LOCAL GAS COMPANY AND NOTIFY SUNSHINE STATE ONE -CALL UTILITY NOTIFICATION CENTER AT 1- 800 - 432 -4770 AT LEAST 48 HOURS PRIOR TO START OF WORK. B. PRIOR TD PERFORMING ANY WORK WITHIN ANY PUBLIC RIGHT -OF -WAY, CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN CONSISTENT WITH THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION. FEDERAL HIGHWAY ADMINISTRATION, AND SUBMIT TO THE COUNTY ENGINEER FOR APPROVAL. 9. IN THE EVENT THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS HE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND/OR OWNER OR OWNER'S AGENT. 10. CONTRACTOR SHALL PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS PERMANENT BENCH MARKS AND PROPERTY CORNERS. THE EVENT THE MONUMENTS POINTS OR TR MARKERS ARE DISTURBED THE CONACTOR SHALL EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO RESET OR REPLACE THEM. 11. THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS, SHALL AT ALL TIMES HAVE ACCESS TO THE WORK WHEREVER AND WHENEVER IT IS IN PREPARATION OR PRDGRESS AND THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND FOR THE INSPECTION. 12. T IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUT,XNRIZED ACCESS. USE, THEFT. OR VANDALISM. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES. OR POSTING OF SECURITY GUARDS. 13. CONTRACTOR SHALL, AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL. STATE AND LOCAL REGULATIONS. ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT DR MATERIALS AS PUBLISHED BY THEIR MANUFACTURER'S. 14. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO TUNNELS, DITCHES, STORM WATER PONDS, CANALS, ARTIFICIAL LAKES) CONTRACTOR SHALL INSTALL FENCES AND /OR TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED. 15. CONTRACTOR SHALL COMPLY IN EVERT RESPECT WITH THE PROVISIONS OF THE FLORIDA STATE TRENCH SAFETY ACT. 16. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: A. ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED THEREBY; B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT To BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS C. OTH R PROPERTY AT THE SITE OR PAVEMENT$ ROADWAY, STRUCTURES AND EUTLTIES SNOT IDESIGNATED TREES, FOR DEMOLITION LAWNS. WALKS. OF CONSTRUCTION. 17. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY CODES AND WITH ALL APPLICABLE LAWS, ORDINANCES RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC, QUASI PUBLIC OR OTHER AUTHORITY VING JURIMICTIDN FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE, INJURY OR LOSS, OR DESIGNED TO PROTECT THE ENVIRONMENT. THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS. PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USES OF ADJACENT UTILITIES OF THE EXISTENCE OF HAZARDS AND OF THE SAFETY REGULATIONS 18. ALL DAMAGE OR LOSS TO ANY PROPERTY CAUSED IN WHOLE OR IN PART BY THE CONTRACTOR. A SUBCONTRACTOR, OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR, EXCEPT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO THE ACTS OR OMISSIONS OF THE OWNER. OR THE ENGINEER OR ANYONE EMPLOYED BY THEM. OR FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE. AND NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART, TD THE FAULT OR NEGLIGENCE OF THE CONTRACTOR. 19. THOSE PARTS OF WORK IN PLACE WHICH ARE SUBJECT TO DAMAGE BECAUSE Of OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED. BOARDED UP OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 20. MIL FINAL ACCEPTANCE OF THE WORK BY OWNER, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF AND SHALL BEAR THE RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF. OR TO ANY MATERIALS STORED ON STE, BY THE ACTION OF THE ELEMENTS OR FROM ANY OTHER CAUSE WHETHER ARISING FROM THE EXECUTION OR —EXECUTION OF THE WORK. THE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE AND MAKE GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF THE WORK OCCASIONED BY ANY OF THE ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHALL BEAR THE EXPENSES THEREOF. 21. ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHED AND MAINTAINED BY THE CONTRACTOR AT ALL POINTS WHERE CONVEYING EQUIPMENT ENGAGED ON THE WORK REGULARLY ENTERS ONTO OR CROSSES TRAFFIC- CARRYING ROADS. 22. THE CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH THE FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AND ALL RULES AND REGULATIONS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT. AND THE CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH. 23. CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL MATERIALS (HAZARDOUS OR OTHERWISE) IN COMPLIANCE WITH ALL PRESENT FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAW, INCLUDING, BUT NOT LIMITED TO, ALL SUCH STATUTES, REGULATIONS RULES ORDINANCES CODES, AND RULES OF COMMON LAW. 24. CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT CAUSE THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY ITS WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. 25. THE CONTRACTOR SHALL PROTECT AND KEEP OYNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALL LIABILITY. PUBLIC OR PRIVATE, PENALTIES. CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS. ATTORNEY'S FEES, EXPENSES. CAUSES OF ACTION. CIAIMS OR JUDGMENTS RESULTING FROM THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 197D AS AMENDED OR ANY RULE OR REGUTATION PROMULGATED THEREUNDER OR OF ANY STATE LAWS OR REGUTATIONS PERTAINING TO JOB SAFETY AND HEALTH ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, AND CONTRACTOR SHALL INDEMNIFY OWNER FROM ANY SUCH CLAIMS. PENALTIES. SUITS OR ACTIONS, PUBLIC OR PRIVATE. ADMINISTRATIVE OR JUDICIAL. INCLUDING ATTORNEY'S FEES PAID OR INCURRED BY OR ON BEHALF OF OWNER. JOINTLY OR SEVERALLY. AND /OR THEIR AGENTS AND EMPLOYEES. THE CONTRACTOR FURTHER AGREES, IN THE EVENT OF A CIAIMED VXHATION OF ANY FEDERAL OR STATE SAFETY AND HEALTH LAW OR REGUTATION ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, OWNER MAY IMMEDATELY TAKE WHATEVER ACTION IS DEEMED NECESSARY BY OWNER TD REMEDY THE CIAIMED VIOLATION. ANY AND ALL COSTS OR EXPENSES MIOWNER D OR INCURRED BY O IN TAKING SUCH ACTION SHALL BE BORNE BY CONTRACTOR, AND CONTRACTOR AGREES TO PROTECT, HOLD HARMLESS AND INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EXPENSES. 26. CONTRACTOR AND ITS SUBCONTRACTORS SHALL, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING AND HAZARDOUS MATERIAL FROM THE JOB SITE. CONTRACTOR SHALL BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR THE COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS WITH THE PROVISIONS OF THIS CONTRACT. 27. CONTRACTOR AGREES TO INDEMNIFY, DEFEND, PROTECT AND HOLD THE OWNER HARMLESS FROM AND AGAINST ANY CLAIMS INCLUDING, WITHOUT LIMITATION, ACTUAL ATTORNEYY FEES AND ANY COSTS OF INVESTIGATION, SOILS TESTING. GOVERNMENTAL APPROVALS. REMEDIATION AND CLEANUP ARISING WT OF OR IN ANY WAY CONNECTED WITH THE FAILURE OF CONTRACTOR OR ITS SUBCONTRACTORS, OR THEIR AGENTS, EMPLOYEES, OFFICERS, OR REPRESENTATIVES, TO COMPLY WITH THE TERMS OF THESE CONSTRUCTION DOCUMENTS. 28. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL ON OR ABOUT THE JOB SITE IN VIOLATION OF THESE CONSTRUCTION DDCUMENT% CONTRACTOR SHALL IMMEDIATELY SO INFORM OWNER 4 ENGINEER IN WRITNG. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY, OWNER N ENGINEER AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. 29. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE. UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO OWNER AND/OR ENGINEER IN WRITING 3D. 'HAZARDOUS MATERIAL' MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION. ORDINANCE. RULE, CODE. ORDER, ACTON, POLICY OR COMMON LAW, OR (B) WHICH IS OR BECOMES DEFINED AS A 'HAZARDOUS WASTE; HAZARDOUS SUBSTANCE,' POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING WITHOUT LIMITATION, THE COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C. SECTONS 9601 ET SE O.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.SC. SECTIONS 69D1 ET SEQ.). OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY. AGENCY. DEPARTMENT, COMMISSION, BOARD. AGENCY OR INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISON THEREOF, OR (D) THE PRESENCE OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS POLYCHLORINATED BIPHENYLS (PCS), ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATION. 31. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES AS TD SIZE, LOCATION, AND ELEVATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL CONFLICTS, DEVIATIONS OR OMISSIONS TO THESE CONSTRUCTION DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 32. IF ANY TESTING INSPECTION OR APPROVAL REVEAL DEFECTIVE WORK, CONTRACTOR SHALL NOT BE ALLOWED TO RECEIVE ANY ASSOCIATED COSTS AND THE OWNER SHALL BE ENTITLED TD DEDUCT FROM THE CONTRACT PRICE, BY ISSUING A CHANGE ORDER, OWNER'S COSTS ARISING OUT OF THE DEFECTIVE WORK, INCLUDING COSTS OF REPEATED PROCEDURES, COMPENSATION FOR ENGINEER'S AND DESIGN ENGINEER'S SERVICES AND ALL OTHER RELATED COSTS A 31 ALL ROLL -OFF CONSTRUCTION DUMPSTERS SHALL BE FURNISHED BY WASTE PRO, PER THE CITY'S SOLID WASTE FRANCHISE AGREEMENT, NO EXCEPTIONS. WASTE PRO CONTACT: TOM DALY. 321 - 229 -6605. 34. NO ONSIE BURNING IS PERMITTED AT ANY TIME PER CITY ORDINANCE, 35. ALL SANITARY SEWER AND STORMWATER LINES 6- INCHES AND LARGER SHALL BE VIDEO INSPECTED WITH COPT OF THE VIDEO PROVIDED TO THE CITY FOR APPROVAL. 36. PAYMENT OF THE ENGINEERING INSPECTION FEE, IN THE AMOUNT OF 1% OF THE SITEWORK COST, IS DUE PRIOR TD STEYARK CONSTRUCTION. ADDITIONAL NOTES 1. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE EAST LINE OF THE LEVY GRANT AS HAVING A BEARING OF SOUTH G411'03• WEST. ELEVATION ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION 2171DD1, HAVING A PUBLISHED ELEVATION OF 16.09', NORTH AMERICAN VERTICAL DATUM OF 1988. LEGEND 0 TYPE 'C' INLET e STORM MANHOLE MITER END SECTION e p[T] TRANSFORMER PAD LOCATION `gy "424 TREE TO REMAIN Ywp,f too p 1 14' TREE TO BE REMOVED 7,7211 p HANDICAP ACCESSIBILITY NOTES 1. ALL CONSTRUCTION MUST MEET OR EXCEED ALL REQUIREMENTS AS OUTLINED IN THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE FLORIDA ACCESSIBILITY CODE, MOST RECENT EDITIONS. BOTTOM OF CURB RAMP ELEVATION (B.O. RAMP) 15 RELATIVE TO EACH CURB RAMP CONDITION. ACTUAL ELEVATIONS SHALL BE BASED ON EXISTING GRADE OF CURB FLOW LINE AT THE B.O. RAMPS. 2. TOP OF CURB ELEVATION ADJACENT TO B.O. RAMP = D.5D FT. MAX. UNLESS OTHERWISE NOTED. 3. ADA REQUIREMENTS SUPERSEDE SPOT GRADES AT LOT LINES. CONTRACTOR TD CUT BACK SLOPE AT 3:1 OR FLATTER AS NEEDED FOR RAMP AND SIDEWALK CONNECTION. 4. REFER TO PLAN SHEETS AND SECTIONS FOR LOCATIONS AND SIDEWALK WIDTHS 5. THE DETECTABLE WARNING STRIP SHALL CONSIST OF A 24 INCH WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES (ALIGNED PATTERN). DOMES SHALL HAVE A DIAMETER OF D.9 INCH. A HEIGHT OF 0.2 INCH, AND A CENTER TO CENTER SPACING OF 2.15 INCHES THE RAMP DETECTABLE WARNING STRIP SHALL BE CONTRASTING IN COLOR. THE MATERIAL USED TO PROVIDE CONTRAST SHALL CONTRAST BY AT LEAST ]OR 6. THE CROSS SLOPE OF RAMP SURFACES AND ADJACENT STREET GRADES SHALL BE NO MORE THAN 1:50 OR 2% 7. CURB RAMPS CONSTRUCTED BY THE CONTRACTOR SHALL MEET ALL CURRENT APPLICABLE P.D.A. REQUIREMENTS AND SHALL HAVE DETECTABLE WARNING COMPLYING WITH A.D.P. REQUIREMENTS ACCESSIBILITY ROUTES SHALL MEET ALL APPLICABLE P.D.A. REQUIREMENTS 6. CONTRACTOR TO REFER TO MUNICIPALITY DETAILS AS NEEDED. 9. DRIVEWAY/ROADWAY CROSS SLOPES AT CROSSWALKS SHALL BE MAXIMUM 2% PER ADA REQUIREMENTS 10. SIDEWALK CROSS SLOPES SHALL BE MAXIMUM 2% PER ADA REQUIREMENTS 11. CURB RAMP FLARES k LANDINGS SHALL MEET ADA REQUIREMENTS. 12. ACCESSIBLE ROUTE WITH RUNNING SLOPES GREATER THAN 1:20 IS A RAMP AND SHALL COMPLY WITH ADA RAMP REQUIREMENTS. 13. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO MEET ALL CURRENT ADA STANDARDS. CONTRACTOR SHALL REFER TO FOOT STANDARDS (INDEX 304, MOST CURRENT EDITION) RECORD DRAWING AS -BUILT REOUIREMENTS AS -BUILT DRAWINGS SHALL BE PREPARED BY AND CERTIFIED SIGNED AND SEALED BY A REGISTERED SURVEYOR, AND SHALL BE PROVIDED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE PROJECT SITE IMPROVEMENTS A MINIMUM OF 1 WEEK PRIOR TO CONTRACTORS ATTEMPT FOR FINAL CERTIFICATE OF OCCUPANCY (CO). AS -BUILT DRAWINGS SHALL REFLECT ANY CHANGES TO THE IMPROVEMENTS MADE DURING CONSTRUCTION AND MUST MEET THE MINIMUM REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION AS WELL AS THE CRITERIA OUTLINED BELOW. BOTH THE ORIGINAL DESIGN AND REVISED AS -BUILT DATA. AS APPLICABLE, MUST BE CLEARLY SHOWN. THE AS -BUILT DRAWINGS MUST BE CLEARLY LABELED AS AS -BUILT OR RECORD DRAWING THE FOLLOWING INFORMATION, AT A MINIMUM, SHALL BE CERTIFIED ON THE AS -BUILT DRAWINGS: WATER DISTRIBUTION SYSTEM: A. LOCATION AND DIMENSIONS OF PIPES VALVES, FITTINGS, CHANGE OF DIRECTION, AND OTHER ASSOCIATED FACILITIES. WASTEWATER COLLECTIDN/TRANSLMISSION SYSTEM: A. LOCATION, DIMENSION, AND INVERT ELEVATIONS OF PIPES, MANHOLES (INCLUDING RIM ELEVATION), LIFTSTATION, FORCEMAIN, FITTINGS. CHANGE IN DIRECTION AND OTHER ASSOCIATED FACILITIES PAVING AND DRAINAGE SYSTEM: A. DIMENSIONS AND ELEVATIONS OF ALL DISCHARGE STRUCTURES INCLUDING ALL WEIRS, SLOTS, GATES. PIPES, AND SKIMMERS; B. LOCATIONS. DIMENSIONS. AND ELEVATIONS OF ALL FILTER, EXFILTRATON. OR UNDERDRAIN SYSTEMS INCLUDING CLEANOUTS, PIPES, CONNECTIONS TO CONTROL STRUCTURES. AND POINTS OF DISCHARGE TO THE RECEIVING WATERS; C. DIMENSIONS. ELEVATIONS. CONTOURS OR CROSS - SECTIONS OF ALL STORMWATER TREATMENT POND STORAGE AREAS SUFFICIENT TO DETERMINE STAGE - STORAGE RELATIONSHIPS OF THE STORAGE AREA, AND THE POND DEPTH AND VOLUME BELOW THE CONTROL WATER ELEVATION FOR NORMALLY WET SYSTEMS; D. DIMENSIONS. ELEVATIONS CONTOURS FINAL GRADES OR CROSS - SECTIONS OF THE DRAINAGE SYSTEM IMPROVEMENTS TO DETERMINE FLOW DIRECTIONS AND CONVEYANCE OF RUNOFF TO THE TREATMENT SYSTEM; E. DIMENSIONS, ELEVATONS, CONTOURS, FINAL GRADES, OR CROS-SECTONS OF ALL CONVEYANCE SYSTEMS UTILIZED TO CONVEY OFF -SITE RUNOFF AROUND THE SYSTEM; F. EXISTING WATER ELEVATION OF SURFACE WATERS AND THE DATE DETERMINED; G ELEVATION AND LOCATION OF BENCHMARK'S FOR THE SURVEY. ADA FACILITIES: A. ELEVATIONS AT THE FOUR CORNERS OF ALL HANDICAP PARKING SPACES AND ADJACENT LOADING AISLES. B. ELEVATIONS AND LOCATIONS FOR ALL ACCESSIBLE RAMPS WHICH ADEQUATELY REFLECT THE BUILT SLOPES. C. ELEVATIONS AND LOCATIONS ALONG THE PATHS OF CONVEYANCE FOR PEDESTRIAN TRAFFIC AND ALL ADA ACCESSIBLE ROUTES EVERY 25 FT. WHICH ADEQUATELY REFLECT THE SLOPE AND CROSS SLOPE. WM TYPE 'D' CURB 5 o. UTILITY PROVDERS TYPE T' CURB e ® D. S,U TARY MANHOLE 1. MARVIN USRT JR BRIGHT HOUSE NETWORKS, LUC (4D]) 532 -8509 12 12. * FIRE HYDRANT CITY OF WINTER SPRINGS H -� GATE VALVE 2. SIGN PROPOSED CONTOURS 0 TYPE 'C' INLET e STORM MANHOLE MITER END SECTION e p[T] TRANSFORMER PAD LOCATION `gy "424 TREE TO REMAIN Ywp,f too p 1 14' TREE TO BE REMOVED 7,7211 p HANDICAP ACCESSIBILITY NOTES 1. ALL CONSTRUCTION MUST MEET OR EXCEED ALL REQUIREMENTS AS OUTLINED IN THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE FLORIDA ACCESSIBILITY CODE, MOST RECENT EDITIONS. BOTTOM OF CURB RAMP ELEVATION (B.O. RAMP) 15 RELATIVE TO EACH CURB RAMP CONDITION. ACTUAL ELEVATIONS SHALL BE BASED ON EXISTING GRADE OF CURB FLOW LINE AT THE B.O. RAMPS. 2. TOP OF CURB ELEVATION ADJACENT TO B.O. RAMP = D.5D FT. MAX. UNLESS OTHERWISE NOTED. 3. ADA REQUIREMENTS SUPERSEDE SPOT GRADES AT LOT LINES. CONTRACTOR TD CUT BACK SLOPE AT 3:1 OR FLATTER AS NEEDED FOR RAMP AND SIDEWALK CONNECTION. 4. REFER TO PLAN SHEETS AND SECTIONS FOR LOCATIONS AND SIDEWALK WIDTHS 5. THE DETECTABLE WARNING STRIP SHALL CONSIST OF A 24 INCH WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES (ALIGNED PATTERN). DOMES SHALL HAVE A DIAMETER OF D.9 INCH. A HEIGHT OF 0.2 INCH, AND A CENTER TO CENTER SPACING OF 2.15 INCHES THE RAMP DETECTABLE WARNING STRIP SHALL BE CONTRASTING IN COLOR. THE MATERIAL USED TO PROVIDE CONTRAST SHALL CONTRAST BY AT LEAST ]OR 6. THE CROSS SLOPE OF RAMP SURFACES AND ADJACENT STREET GRADES SHALL BE NO MORE THAN 1:50 OR 2% 7. CURB RAMPS CONSTRUCTED BY THE CONTRACTOR SHALL MEET ALL CURRENT APPLICABLE P.D.A. REQUIREMENTS AND SHALL HAVE DETECTABLE WARNING COMPLYING WITH A.D.P. REQUIREMENTS ACCESSIBILITY ROUTES SHALL MEET ALL APPLICABLE P.D.A. REQUIREMENTS 6. CONTRACTOR TO REFER TO MUNICIPALITY DETAILS AS NEEDED. 9. DRIVEWAY/ROADWAY CROSS SLOPES AT CROSSWALKS SHALL BE MAXIMUM 2% PER ADA REQUIREMENTS 10. SIDEWALK CROSS SLOPES SHALL BE MAXIMUM 2% PER ADA REQUIREMENTS 11. CURB RAMP FLARES k LANDINGS SHALL MEET ADA REQUIREMENTS. 12. ACCESSIBLE ROUTE WITH RUNNING SLOPES GREATER THAN 1:20 IS A RAMP AND SHALL COMPLY WITH ADA RAMP REQUIREMENTS. 13. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO MEET ALL CURRENT ADA STANDARDS. CONTRACTOR SHALL REFER TO FOOT STANDARDS (INDEX 304, MOST CURRENT EDITION) RECORD DRAWING AS -BUILT REOUIREMENTS AS -BUILT DRAWINGS SHALL BE PREPARED BY AND CERTIFIED SIGNED AND SEALED BY A REGISTERED SURVEYOR, AND SHALL BE PROVIDED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE PROJECT SITE IMPROVEMENTS A MINIMUM OF 1 WEEK PRIOR TO CONTRACTORS ATTEMPT FOR FINAL CERTIFICATE OF OCCUPANCY (CO). AS -BUILT DRAWINGS SHALL REFLECT ANY CHANGES TO THE IMPROVEMENTS MADE DURING CONSTRUCTION AND MUST MEET THE MINIMUM REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION AS WELL AS THE CRITERIA OUTLINED BELOW. BOTH THE ORIGINAL DESIGN AND REVISED AS -BUILT DATA. AS APPLICABLE, MUST BE CLEARLY SHOWN. THE AS -BUILT DRAWINGS MUST BE CLEARLY LABELED AS AS -BUILT OR RECORD DRAWING THE FOLLOWING INFORMATION, AT A MINIMUM, SHALL BE CERTIFIED ON THE AS -BUILT DRAWINGS: WATER DISTRIBUTION SYSTEM: A. LOCATION AND DIMENSIONS OF PIPES VALVES, FITTINGS, CHANGE OF DIRECTION, AND OTHER ASSOCIATED FACILITIES. WASTEWATER COLLECTIDN/TRANSLMISSION SYSTEM: A. LOCATION, DIMENSION, AND INVERT ELEVATIONS OF PIPES, MANHOLES (INCLUDING RIM ELEVATION), LIFTSTATION, FORCEMAIN, FITTINGS. CHANGE IN DIRECTION AND OTHER ASSOCIATED FACILITIES PAVING AND DRAINAGE SYSTEM: A. DIMENSIONS AND ELEVATIONS OF ALL DISCHARGE STRUCTURES INCLUDING ALL WEIRS, SLOTS, GATES. PIPES, AND SKIMMERS; B. LOCATIONS. DIMENSIONS. AND ELEVATIONS OF ALL FILTER, EXFILTRATON. OR UNDERDRAIN SYSTEMS INCLUDING CLEANOUTS, PIPES, CONNECTIONS TO CONTROL STRUCTURES. AND POINTS OF DISCHARGE TO THE RECEIVING WATERS; C. DIMENSIONS. ELEVATIONS. CONTOURS OR CROSS - SECTIONS OF ALL STORMWATER TREATMENT POND STORAGE AREAS SUFFICIENT TO DETERMINE STAGE - STORAGE RELATIONSHIPS OF THE STORAGE AREA, AND THE POND DEPTH AND VOLUME BELOW THE CONTROL WATER ELEVATION FOR NORMALLY WET SYSTEMS; D. DIMENSIONS. ELEVATIONS CONTOURS FINAL GRADES OR CROSS - SECTIONS OF THE DRAINAGE SYSTEM IMPROVEMENTS TO DETERMINE FLOW DIRECTIONS AND CONVEYANCE OF RUNOFF TO THE TREATMENT SYSTEM; E. DIMENSIONS, ELEVATONS, CONTOURS, FINAL GRADES, OR CROS-SECTONS OF ALL CONVEYANCE SYSTEMS UTILIZED TO CONVEY OFF -SITE RUNOFF AROUND THE SYSTEM; F. EXISTING WATER ELEVATION OF SURFACE WATERS AND THE DATE DETERMINED; G ELEVATION AND LOCATION OF BENCHMARK'S FOR THE SURVEY. ADA FACILITIES: A. ELEVATIONS AT THE FOUR CORNERS OF ALL HANDICAP PARKING SPACES AND ADJACENT LOADING AISLES. B. ELEVATIONS AND LOCATIONS FOR ALL ACCESSIBLE RAMPS WHICH ADEQUATELY REFLECT THE BUILT SLOPES. C. ELEVATIONS AND LOCATIONS ALONG THE PATHS OF CONVEYANCE FOR PEDESTRIAN TRAFFIC AND ALL ADA ACCESSIBLE ROUTES EVERY 25 FT. WHICH ADEQUATELY REFLECT THE SLOPE AND CROSS SLOPE. WM PROPOSED WATER MAIN UTILITY PROVDERS 1. MARVIN USRT JR BRIGHT HOUSE NETWORKS, LUC (4D]) 532 -8509 - - -- 75.0 - - -- EXISTING CONTOURS A 2. KIP LOCKCUFF CITY OF WINTER SPRINGS (407) 32] -ZBEB 75.0 PROPOSED CONTOURS > SHARON DEAR 4. GLENN PENDLETON DUKE ENERGY FLORIDA PUBLIC UTILITIES CO (407) 905 -3121 (5g1) 832 -0872 ]5.0 PROPOSED SPOT GRADES S. JAl MONA A g, JAMES MONAHNN, PE AT 111 DIE GOUTY COUNTY (954) 249 -13558 (90]) 665 -2021 J. MARLON BROWN CENTURY CENTURY LINK (90]) 830 -3359 PROPOSED STORM PIPE PROPOSED SANITARY PIPE SILT FENCE J J Z vii W Z � " W � d m Q Z c Q H d O z Z O J � Q � W W W m Z � W (n C2 J Z Q Z O !n J Z W W � N C2 O Z Z W U d Q W J � Q Z !n � O U o o O " U � U Ms fiMp =. WRITE _ t EXISTING CONDITION PLANS BASED ON SURVEY PROVIDED BY: ALLEN & COMPANY, INC. JAMES L. RICKMAN, P.S.M. FLORIDA REGISTRATION NO. 5633 BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE EAST LINE OF THE THE LEVY GRANT AS HAVING A BEARING OF SOUTH 04'13'03' WEST. INFORMATION FOR STREET VACATIONS ARE TAKEN FROM RIGHT OF WAY DRAWINGS FROM SEMINOLE COUNTY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. ONLY MONUMENTS SHOWN HEREON HAVE BEEN SET AT THE CLIENT'S REOUEST. INTERIOR LOTS. BLOCK CORNERS AND RIGHT OF WAYS ARE NOT NONUMENTED AT CLIENTS REQUEST. THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND /OR PRIVATE AGREEMENTS NOT FURNISHED TO IS SURVEYOR OR SHOWN ON THIS BOUNDARY SURVEY THAT MAY AFFECT PROPERTY RIGHTS AND /OR LANDUSE RIGHTS OF THE SUBJECT PROPERTY. THIS SURVEY WAS PERFORMED NTH THE BENEFIT OF FIRST AMERICAN TTLE INSURANCE COMPANY TITLE COMMITMENT FILE NUMBER 2037 - 1284145, DATED FEB. 4, 2015 AT SDG A.M., AND UPDATED THROUGH MAY 5, 2016, AT 800 A.M. THERE MAYBE ENVIRONMENTAL ISSUES AND /OR OTHER MATTERS REGULATED BY VARIOUS DEPARTMENTS OF FEDERAL, STATE OR LOCAL GOVERNMENTS AFFECTING THE SUBJECT PROPERTY NOT SHOWN ON THIS SURVEY. SUBJECT PROPERTY SHOWN HEREON 6 IN ZONES X AND AE ACCORDING TO FLOOD INSURANCE RATE MAP PANEL NUMBER 12117CD160 F AND 12117CO17D F. MAP DATE SEPTEMBER 2& 2007. THIS SURVEY WAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES LISTED HEREON AND SHALL NOT BE RELIED UPON BY ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. UNLESS OTHERWISE NOTED OR SHOWN HEREON, APPARENT AND/OR UNOBSTRUCTED VISIBLE, ABOVE GROUND IMPROVEMENTS WERE LOCATED. UNDERGROUND IMPROVEMENT., SUCH AS FOUNDATIONS AND UTILITIES, WERE NOT LOCATED, UNLESS OTHERWISE NOTED. WETLAND LINES AS SHOWN HEREON ARE PRELIMINARY. THE AREA CONTAINED IN THE BOUNDARY IS 133.319 ACRES SEE SHEET 1 OF B FOR DVERALL METES AND BDUNDS DESCRIPTION BOUNDARY INFORMATION. THE DELINEATION OF THE LANDS SHOWN HEREON ARE AS PER THE CLIENT'S INSTRUCTIONS AND INCLUDES PORTIONS OF RAILROAD AVENUE, OLD STATE ROAD 434 AND GARDENA AVENUE, ALL PUBLIC RIGHT —GF —WAYS. THIS RIGHT —OF —WAYS WILL BE VACATED, BUT THOSE PORTIONS WILL BE USED FOR PUBLIC FACILITIES ONLY. THE LEGAL DESCRIPTION SHOW HEREON HAS BEEN PREPARED BY THE SURVEYOR AT THE CLIENT'S REQUEST. A—INNG PARCEL OWNER AND RECORDING INFORMATION DELINEATED HEREON WAS OBTAINED FROM THE SEMNOLE COUNTY PROPERTY APPRAISER'S PUBLIC ACCESS SYSTEM. LAST DATE OF FIELD SURVEY. MAY 16, 2015 LINE TABLE LINE LENGTH BEARING L1 45.94' N13°13 34'E L2 12,05' N13°1303'E L3 15.00' S87 °17'53 "E L4 15,00' N87 °1753'W L5 15.00' S87 °17'53 "E L6 14,65' S02 °4207 "W L7 15.00' S87 °17'53 "E L10 19,99' N37 °08'28 "E L11 17.96' S38 °13'59 "W L12 43.63' S41 °02'40 "E L13 15.00' N30 °12'52 "E L15 10,00' N30 °12'52 "E CURVE TABLE CURVE RADIUS LENGTH CHORD CHORD BEARING DELTA C1 5813,47 382,15 382.08 N11 °1920'E 3 °45'59 C2 5693.21' 374.93' 374 -86 NI1 1933'E 3 °46'24 C3 5677.58 240.27 240.25 N14 137 20 E 2 °25'29 C4 4008 -02' 293.27' 293 -20' SO4 125'42 "E 4 °11 32 CS 2248.74 691.79 689.06 S15 °30 27 E 17 °37 34 C6 1915.35' 853.91' 846 -86' S37 °05'33 "E 25 °32 38' C7 1815.35' 986.06' 973.99' N39 °53 47 "W 31 °0719' C8 2998 -40' 374.02' 373 -78' 556 °12 43 "E 7 °08'50 C9 2983.40 174.72 174,69' S61 °2748 "E 3 °2120" C10 550.36' 168 -62' 167.97' N49 °53'02 "W 17 °33'17" C11 2853.40 112,66' 112.65' N60 °55 00 W 2 °15'44" C12 2843 -40' 163 -34' 163 -31' N58 °08'24'W 3 °17'29" C13 610.36 229.28' 227.93 S51 °52'04 °E 21 °31'22' C14 610 -36' 124 -33' 124.11' S86 °35'04 "E 11 °40'16" N NPON- SUIVEV LEGEND: 4 E D /� o e ro.oe�, n.e o„e /�u•. GRAPHIC SCALE rS6 s $ s �� - -. �_..� � ♦ � z w a a C2.1 . -- -_ _ - �, ®Ilex F � _ - -_ -_ , w a z z Q d- j J 1 1 , O u, o o z > U -C2.2 `� ,� C2.5 _ \ __- J Q Y� ' s IF- -- -- i -4IIIWK I� A. i I I C2.3 .0 G 26473 ATE r f,�WWrr.. -- " —IIi- ur C2vP�nrvs �u I s °sa, w °za SBT'SOE me ,369P6T m _ r _ _ 203 m i rvaauywE S8T'58'38 "E 14288 0 —� / I / A, TRACT , TRACT , El / R PAoC20L A PARCEL A °la° / 4Al w, PROPERTY DESCRIBED IN \ DEED BOOK 128. PAGE s, r — LNDRL - --------------------- — — — -- — -------- - - - - -- / 9 RCs E Lfo � ) e �¢a °o� r wnv ar s ni xu�xo,m ° ato, l �4e� ?3 5 E TRACT , � =9 2i e3 A" 11 m — w 4L5m E E PI 4 2 "W" P— 1 ,L °a0 O°N° ----- - - , 0 ' OVA . ' 41 Ro 1 KEY MAP DI 24 a SURVEY LEGEND: m ry / wv- �sze _ /n / g! xo rss �`R soEww: owxw- �d�B dsu�A /��25@fib9(� ,soo _ p oo �as0 �r .a�a .r - -wav NOT INCLUDED I �" aw Pur eocr ,. arcE s 40- OIL wry-, 20 / �«t�°� °� T r,wPa °,w „,E° o.°,�rv�OPb, �ah 01 .�- 41. /LES / / o ■ ■ S8?� B'44 "E 51.71' s.cm. / / / °I� \� ■ ■������������u ... 3. W 4 PARCEL G 'R, i p ' `Ne -,`� PROPERTY DESCRIBED IN I z } I DEED BOOK 128, PAGE 392 ; / pI T 1 _ _ _ _ _ _ _ _ _ _ I TRACT 1 ���❑❑❑ /T EXIST ING WETLAND- WE111DESCRIBEO EED HOOK 128, PAGE 392 A pN� "�4P 2.3 4 ! AC RENE PARCEL ao� µ P<� PAROEL A PARCEL A^ i TRACT 1- 219 1 RACT , 4' / _ a 74 - B., ` Ruu / ew�e s, oL IIIrI ,ao� a/s V 333 N 77,7 — 7 — — — — ?eBI - a-------- - - - - -- 8� N M W E '+ 4 S GRAPHIC SCALE G' PARC �rvp. n.... PEry nm��� rv« All mk� ID 1/ S Iox eoD w cw �o,n uxE or,usrnmua -- �'r -- TRACT, - - -- — ,m, PARCEL A G6 � Pu. aeeK, P� 6 as �g ------------------------------ - - - - -- I I PARCEL A TuL2 u. s P-TRACT ,� PLAI — — J ..urze soumE,.n mxxw or ,un:nw�LLn J --------- - - - - -� 1 1 1 TRACT , TRACT , 1 / PARCEL A a� PARE A C21 1 1 1 ea ME nrvoRL 1 � 1 PROPERTY DESCRIBED IN 1� ' DEED BOOK 128. PAGE 392 PARCEL 1 I PROPERTY DESCRIBED IN I C DEED 600K 128, PAGE 392 11 PARCEL A TRACT 1 I �USknn a P RT'EL A /7 II P�TRACT P1 aE s T RA nc s P�TCT P, ,^ V / II 1Y cq 1 wErowo= aoo „o o rvD s/% w 1 _ 59 zapn ,e Er / w ' _ OF C raUrvD s/e inorv� 2a/ 11 / / 32 G' PARC �rvp. n.... PEry nm��� rv« All mk� ID 1/ S Iox eoD w cw �o,n uxE or,usrnmua -- �'r -- TRACT, - - -- — ,m, PARCEL A G6 � Pu. aeeK, P� 6 as �g ------------------------------ - - - - -- I I PARCEL A TuL2 u. s P-TRACT ,� PLAI — — J ..urze soumE,.n mxxw or ,un:nw�LLn J --------- - - - - -� 1 1 1 1 1 1 1 1 1 1 � 1 1� 11 PARCEL 1 I PROPERTY DESCRIBED IN I C DEED 600K 128, PAGE 392 11 TRACT 1 I /7 II ,^ V / II PARCEL C cq 1 wErowo= aoo „o o V 1 1 I 1 i N W E GRAPHIC SCALE � ►t III L\ 1� SURVEY LEGEND: mgr own1n. I-E, no,1101ory — 1 zoEA, noon �.rvE , „m 1 e /o, :`. ° &aabErya i�5'0.0o EEE e. I -- .—D ° „n 1 g, - - o rog eaz � °RN] °� =Br+rsmeHa�a — PEI o c in P, b m^,, EMx asa vw — —10 .110L� o„n ° — % I 11 11 1 °�e� 1—D larva LET / E —E— wrvnT of w.. unE PER rvE 11T�ory e,D m e,n TdAR' c �lr C2.31 l,Irr r---- - - - - -- ---------------- / 1 3 J J W W CE a Z � ” W � Z m Q Q W Z Z Q ' o O O L� GO d Z Z TT U Z O O Z O GO U j UO O o a Z m W Z _ Q Z X Q �? W Z � O of � ” U „v ry T T 8 03' N854555 C24 r t2€�ee a9 ' M N '882 vv f ez, ry 4' Novo sss4sss'E „' p,' 8]2 . , Im s .03' ry rve�E s 4 °, v o 4 = GRAPH]C SCALE s 9 s U� — ro i i,,a UZ EXISTING ETLAND #2 CV 1 114 71 ”" s,ee 10.66 ACRES (� 1 2D4 294 o J ' \ \\\ PIAZO METAL _ _ / PARCEL -G - - - I 1.��. __ J � N \ m 20e 03 s PROPERTY DESCRIBED I �JI Z M �AZO4 's GEED BOOK T28, PkGE 392 --------- m / / C ' I o a a azn, eoorc rovc s ounx, \ 4 P AZD4� fi x e KBEmCK —NT _ _ _ ' ” -- e W o o y� /► 2 QTR ACT P3„EA ' C12 CRb GAB Z V 596 ' 4�tmZO METAL I vrtszazv urvE or auzs ,o zauzs— \ \ m _ ' /I \F \ \\ , 83 SAZa2 p 1 f 35 Q z 21; BROWNFIELD AREA 1 Da N 4.1 ACRES P1AZ04 1 a 1 1 KEY MAP 1 Co" � - - - - - - - - - - 1- 1 Q CY i 1 SURV Y LEGEND: o AE 1 cw_ ' ° ° ° ° e °. o z UL 517 1 PAZ 1 z N 1 °° 0 0 o z AIIIALT Z d 1 m eu oxc 85 J D11,11, H11 a 8 ®52 „� m z Q AE 31 A C afire pELWEOAOxGrv�ua� iuui ,owry 9 Es e 1 >, N85'44'34 "W ej PnaE in �, DRL 8 42 ?. gqT\ w - 1 86.59' .v "a" ® °. k €5 4d En9 s. a s — E U ° 524T.d 4"n= 9 LP4 cuNO �5° w °m i 2. ® �1 1 iR m ; .... P . 9¢ss., DRL �WS DITCH 1 � m ® a A 744 2 QB vc e4� a Erve, rv�rv, ` Ae 29 w <v erv� rvA�,rv,rva� l DT2R o� s V o 14B x i ' o a P' e G.�� �e \. e s [s.00] s `rte` upon a°m`remr m ° ;HE, i 177 BRaeaWNFIEeLD AREA ' gwA�2 �. l ��1gogR2F �o.2.71 EDP- 1 2.7 ACRES qq s s / 1 - <IAe 1 auv ®MW-72 1 RACY 1 K wE 21 °�, i i —HALL �i �i �e ®a ka ®' °.n. ��. oC� 1 nom_ TRACT , J mm s�> �sF one E emu, _ PARCEL E — .-- ---- - - -,.__ N-Maki /sue z O - GRAPHJC, SCALE N C-4 ---------- 0, LD �YIA --- --------- —123,05 6-06 92 'Y KEY MAP Ln < X, GRID N 5 4131 ll9 o> GRID E- 573072.745 1 LATITUDE: 28'41'34.646' m JZ LONGITUDE: -81'1533049 �Vwx RWCE OF L 2 1 '174 .2 '354' ... .. .... ... .. o onrs 1 `\ PoiNT of BEGINNING =n 14- ICPI ATI - - - - - - - - - NONL'�'N�'=TNT' ND. 28973 - - - - - - - - - - - a on aoo IIE72 PAPCE�k 9-2 era ,ago r��o -- - - - - - - - - - - - - GH I-- w A— C2.5 'N� —NI 4", ETI -A-P�T C2.4 PONT OF BEGINNING ON' BE C11111 a�x24250 D �xNo \ S8545 55"E I�aBY PROPERTY DESCRIBED IN \ \ DEED BOOK 128, PACE 392 EPiPRACTL SC�Ln mnxT ' E, h p7 \\ `; AA S' LED OUT DESCRIBED IN — DEED BOOK 128. P4k @Q= C14 BLOCK h „041 v1 Ex ;w sT �>Zi'�s�°:�, Pw / . A Fff�o �i 1 �1 = `\ /Gi «ncw R�PARCELBB •cc •, \ m z� "/ _ E �6N 8 @`50'39 ^E wY e rVV. �e xss Po TRACT 3 ' x,�e as =ua 1U.64 rvoeeo Pac�xorcF dc�ipeT S v Inx�xx Tx xo; SURV -I HI cur s _ EY LEGEND: 7 TRACT 2 P RCE BLOCK A s .A� PARCEL e BLOCK 68 0 on X35 / � TIHINe II e n. mx� Tnxus Toxry IT11 DITCH �\ \nine Ae TRACT N3ryaT �4 / bw'o9 e,,, & o a A �l r 3 O \ sat TT .� 2505 DITCH // / �+ — — IC584 ? f ID, ��eAOq Tan ; ;3e zT _T o /�_� �R � ,4�T� — — — — — �wF_ N W E a r S GRAPHIC SCALE IN KEY MAP A DELL '.. .. .. m .. �\ PuT ecw L�ariE S�v°vx�a °ev°N ao &rooT Oz9ryA, C_. T �\ F PUe S ?Fl? RIGH ORIDA QepRIGNT RO,ID q3 -I - - V/ �� - PROPERTY DESCRIBED OF WAY ARTMfN? WAy MAp GRI h�a DEED BOOK PARCEB. CPAGE 392 �♦. OF \ \ \ \ G' \ \ ®\ SECryON R>0>pOR ?AJ \ 0 s\ TRACT W,. \ .3 2SIC"IV -� krva� o „� \� o,, m...n \ m o 3 rvo x &rooT o�io IN \ \�: W@° \ maeupC°aco¢L�a m \ 111ILL 1-1 Deis nrvuue�•+ M Gi � � e ' Pm x i iii ���W ao may” N.. 1� I �rg,�c AyI D 75 ' i i 0 <0 SVq , _ om � rauxo ixcN rao o- c P rare INN ... ADA e POINT OF goMBtE p7 \\ `; AA S' LED OUT DESCRIBED IN — DEED BOOK 128. P4k @Q= C14 BLOCK h „041 v1 Ex ;w sT �>Zi'�s�°:�, Pw / . A Fff�o �i 1 �1 = `\ /Gi «ncw R�PARCELBB •cc •, \ m z� "/ _ E �6N 8 @`50'39 ^E wY e rVV. �e xss Po TRACT 3 ' x,�e as =ua 1U.64 rvoeeo Pac�xorcF dc�ipeT S v Inx�xx Tx xo; SURV -I HI cur s _ EY LEGEND: 7 TRACT 2 P RCE BLOCK A s .A� PARCEL e BLOCK 68 0 on X35 / � TIHINe II e n. mx� Tnxus Toxry IT11 DITCH �\ \nine Ae TRACT N3ryaT �4 / bw'o9 e,,, & o a A �l r 3 O \ sat TT .� 2505 DITCH // / �+ — — IC584 ? f ID, ��eAOq Tan ; ;3e zT _T o /�_� �R � ,4�T� — — — — — �wF_ N W E a r S GRAPHIC SCALE IN KEY MAP IEEOPAR2oLT Po q A m N -11 LEE E voN. o, aE N�Na � � a a' ` 1 C2.5 > a4Yr 1 — M GE BEGINNING rreeo W E EXISTING WETLAND #4I cRePeJc scn 1m.34 ACRES °I TRACT 2 34 S::' .,,� t`'.ra •, ," e° AFjPq ,� % ZL B (iH eem) 9 V° ' °4 s.a m°� AE TRACT 1 Awes N v'�' "� �� „oaT „E1EIL, wa a w „r LINE —1 . Lo, a �NE aE s, CELERY Rom �Noo PER QFFIC L REEOROS 01 W, aoaK” r, IECOINI _ aooK,o,E.4A�E,R3Y m �. csa� z y q ------------ / -- -- - -- - - ---- -- w 1 cza cssv j ene ? ° Y ,o oEA. _ _ w o 1 °.o..: � �o���EN N 'e o� 1 P ROEO cTRA EF q� R cis ° w Q ,r ° �� s I Q 1 'PACT , 1 ° °�;yF ° KEY MAP PAeS o LEGEND L : eva Bp I E 1 RACe Pl s LEI All tt U, Q o Gil 501,G,'T"'E Ewnv�o�s a�K ms. m °a, o d w° O j v 585'44'34 'E 35 -61' Z Lo, s Lm a Lo, , LoT s Lo, s Lo, O Lo, , 3 1 a r 1 °v PARCEL „o _ 1 Lo, , 1 TRACT� 1 — _ 1 ARC EL c B El ,oLl' 1 Na OIKIP <� . 1 LOT, R RACT, 1 LOT ,F „9 O ,a ° w w 1 C'7 ma o w N ------------ 1 cm .3r,R,E 1 PA Go .m En 3 F0000� . , N =E �E.MaE E ------ - - - - -- -- - - - - -- --,o --- - - -- TRACT 1 farm.. iw ma OIKI EaT a --o E,>G�.� .a .oa, „EwEr �.E of >Rk rr ���eACi,kE r r': —►— :,, ; LANE CLOSURE NOTES. -- — — _')�yir �,_— /✓ -;� 1. TUSHAWILLA ROAD HAS A POSTED SPEED LIMIT OF 45 MPH AND IS OWNED AND t 4 MAINTAINED BY SEMINOLE COUNFY. 2. SR 434 HAS A POSTED SPEED LIMIT OF 50 MPH AND IS OWNED AND MAINTAINED BY w E ® PDGT. e D 3. CROSS SEMINOLETRAIL IS OWNED AND MAAHAINED BY SEMINOLE COUNTY. S o u 4 0 4. NO LANE CLOSURES ALLOWED BETWEEN IM AND LOAM. G o Y NO LANE CLOSURES ALLOWED BETWEEN IM AND "]PM PH Co C ALE Y_ µa r AA 7 S s$www MAINTENANCE OF TRAFFIC TO BE SUPERVISED B Y A CERTIFIED PERROD I IN a ) n n �� ' /'R- - --- •msaau 't \ ` "1. TESFRESULTSAREREQUIREDUPONREQUEST. _..C3.1 THE CONTRACTOR SHALL NOTIFY THE DEPARTRODT(SR 434) OR COUNTY DAYSRRIRTOANY LANE CROSS CLOSURES OR TRAIL IMANYCOFTWCTIOD BUSINESS �••�••� n.on[mv aoura�w YS PRIORTOANY LANE CLOSURES ORBEG NG ANY CONSTRUCTION WFLHIN _SF_ git i�E ei, D _ 'n- • - "' i `[ -- THE FDOISCOUNTY BIGHT- OF-WAY. 9. ALLWOREPERFORMED=ED THEFDOT OR COUNTYRIGHT OF YSSHALLSE ,R F c[ i..rtc r y C3 4 - "a': INACCORDANCE= ITT= 2016 FDOT DESIGNSTANDARDS , 2016 SPECIFICATIONS �n�Co / m.. _L- �`fi_•r FOR 6 000° AND BRIDGE CONSPRUCTIONAND THE 2010 UTILITY ACCOMMODATION MANUAL a U 10. ENGINEERS CERTIFICATION TOGETHER WITH AS =TS IF REQU=D TO BE J SUB—TED WITHIN 30 DAYS OF COMPLETION 11. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO �- �•% B, 1 ` �`�- ' COUNTY FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT H Z I Il.,- - l I➢ ''I- `- i Efi.� - __- . -.-... _ _.^ ♦ -sue. j Q' W m �— - -- --------- - - - - -y _ z z 1 _ — I � _ �C3.6 z _ C3.2_._._ _ - -- `�_ oQ 0 EL — e 0L _ - - -- - - -- — m me, -- o Q z - - -- O z u AFE- e 1 - - 0 C3.3 1 C3.7= A. �eI - -- -- - —mss.- - � --- --- --- ------ - - - -- - -.�, ®. �. s.._ �� pal 11 0.— WHO. ..I. 111N, 1� —N, —1-1 N a a a D- I I IF OF NOT TIJ— ROAD RI— DEMOLITION SHOWN FOR REFERENCE PURPOSES ONLY. ALL DEMOLITION AND PROPOSED 1 MPROVEMENRS WITHIN THE RII SHALL DE PERMITTED THROUGH A SEMINOLE COUNTY Rl— USE P ERMIT. sC sae IF 8 38 E 369 67' L5 E co A z- z 21 111 1 111 ,NN, N T PT,­ -11 31 142 8 R LT @ -TEMOOME.11. Y GRAPHIC SCALE 8 I T RE ODOE O E_.. TRACY 1 OF u �4 PARCEL A IF OF . li -z Do (a L4 21 PROPERTY DESCRIBED IN -- DEED 900K 128, PACE 392 .1 / a NOE MANTEINVE OF IFA- . -E AR. nvu.ou K-8 LN - ------------------------------------ ------------------- 1 2- 24, N P4 40' -ID 0 P, 17 enrol 4 4 N 1,11 1 1 1 lf �11F IN 'TRACT 1 C3.1 C3.4 4,314 1 14 1,7,,12� PC I xu 11N, PARCEL D os 4 51 1� NT �F Fll N ,R�RCLL L umo ea N I A' 188" N 1 -1 1, 7, 10 E 4L 27 34Z-� 1411.1 CL 11' sm �N �N I I N ' 1�,nL saary no, \ILA' F- l.LLI'll, I ------ C-------------------- ---------------- - . . . -------- 4 12�C ---- --------------------------------------------------------------------- ------------------ < 41­ 1,4, P, as -NT KEY Nl" - 1 0 IF I p FF 41 IT111 IN111 1111-1 �4�'R'p RIF�N54AAL 'Ph E�bl@E' LF OF �V FEN- @ NI 1-11 NOT INCLUDED 0 0 U T 11 < 21 4K INN .11 1T CL 0 --N- -11 Nl IT11 u < - - - - - - - - - - Z - - - - - - - - _C ; ,F. - .-s �,\ �2 0 2� NF IT All'2.1' IFILI LINT I�Ll -LI 0 V w CT S87'58'44C 511,71' 2 Is D138 PARCEL C §-I p PROPERTY DESCRIBED IN DEED BOOK 128, PAGE 392 T I EL A 'PAC' I PROPERTY DESCRIBED IN DEED BOOK 128, PAGE 392 RI AREA PD A FAA�EL A '7' 'PAC' r FOR _. .F F-1 n- p_ TRACT 1 N... I F Bf ElllFll.AL P -E. FR IN 'I .... NGR, 'T 'AT, No. zae�a SS Ell— IRDS TO REMAN T"I --- -------- 41 L0 1 7" CII —.A- AR. #1 A K. T- A ft 2 1-1 C3.2 ART 4 El `Z IF N, iw, - +---- = = - - -- --------- - - - - -- - C3.1 Inls,xG 1R[ sMxx' ' TRACT 1 TRACT 1 PARCEL A Rho PARCEL A Puy eoarc �. PwE s i� v 4 i Puy eoorc i. P.w[ s EoB wm� w snoun[R .c �5� PROPERTY DESCRIBED IN DEED BOOK 128, PAGE 392 A' O.M N & M:MO�ED xx4 ND-- p sFE lH6 S�CEf [L LS � PAs , L A — f SILL fFN . TRACT 1 pu+ eaa nw' aicE s TRACT 1 OH E NI H D1/1 fa �e xcP /wirvv =lam Roy , 13 xI[[IxM.xn xR[ PDINT OF 8 GI IN — xn �a aH, ` Z-1 °.[ IF T011-- rvaa.nE� PARC —TRACT ,— — — PARCEL A auT soak i. aP7E s PARCEL A 5 PLPTIC 1�c E >� °E,xm.�LL.� OFD RFE E .R " 3 D.M. a: PED E M o sE ° m 11 111 ;1 _ o 11 a NP �+ °Aan iORINVPI .,.,� w�`8il°{O�q �+ ®NV [1 a, aaa �q� ov �.W.vel „eflNr 41 ll� o A / .,,- v„ v of sIL, T a I ohm LE pk wo — — — — — — — IF R0u nM�ou�: .on nw '6wo to " T=[ ro n f I—E— 1111T nP ,M ss, LE WDFM,L A, /NE PEa oE=uw�ax I i %l li r--- - - - - -- �i l I a � 1 1 -1 gG.a E ­N,. 111— F.11 16TE: TUSNAWILIA RWD RIGHT -Of -WAY OEYbLITbN SHOWN fOR ?M ENCE PURPOSES ONLY. ALL DEMOU -N AND PROPOSED GHT -OP -WAY EMENTS WITHIN THE RI SHALL BE PERMITTED ' f RD GH A SEMINOLE COUNTY RIGHT-OF-WAY USE PERMIT. ' 1 i ' 1 1 1 L�ll1E.° 1 ' I 1� PARCEL ' I C PROPERTY DESCRIBED IN DEED BOOK PAGE 392'1 I TRACT CT 1 � Lo (+� 1 PARCEL C P— IF 1EINN- U p i . $ 1 1 1 Lol u'Ala : C3.3 1 N W E 0 .S GRAPHIC SCALE KEY MAP / \ Al \ NOTE: FDOT SR 434 RICM- OF -W4Y DEMOLITION SHOWN - FOR REFERENCE PURPOSES ONLY. ALL DE —fTION AND a9 \ \ S OPOBED PM— EDETHROUGHI THE RIGHT-OF -WAY HALL v \ ni6rll 'u1 Y +08.92 VO / 0 GRID N:i53072,745 FID E:5T328'41'34 T2.45 LA I ITUD .636 � LONGITUDE: - 81'1533.049 v ° w 4M4 4 4 i - � � 99�N, °F 9F�NN�N° _ �,,,, ° •tea _ �mz ° m i�:EENDZUrc Pwsro - _csT,°�',"�_ ____--_jT q 1 Rcf�k 1512 o ` ° P off wPo D6, °,. a ��xEa C3.5 C3.6 , z T T u°aHimwr oxexFre Ex o F�.� +a y T ,g T uwm �o m TT y o 115 4"0111e� W 4 E 5 GRAPHIC SCALE - uroFERH 4]uxD.In ALT FENCE u u -- - -- ---- - - - - -- - DE -E .xEA ® ....D urnsT x"u 0 0 0 _ J J J � �Z m joy w w o Z o 4 ao J NC3.4 _____ Y ; a � Q Q J � KEY MAP w z o 0 Z 0 0 o z J O> �w m o, o Qz 0 z z ( z 10 0 z w � � old n I Ki cI xo. —71 " U A 9r ma _ m•.o oa�n .4 oa.n or aaosr� ♦ ♦,3 ♦ CEL 0 872. 03• C3 4 1 1 i ss pax �..a�n� • wr-an N85a555" ,,_, ER ro �:wE �.,,� roR s�� sssasss "E - ax�, a E (.E- io' TREE swE eRU , _ _ _ _ 872 - MLa�a ( ^�) i v .03 LJ E.91 tE\ uorya i14 rear c V o.a� i o•r u. eoorc Pwe 3s GRAPHIC SCALE \\ 1 N - bo 1 X-BC, e7 1 J 1 � PI ! w >,. PARCEL 'G PROPERTY eD 35 RIBED IN W a 0 DEED HOOK 1'28, PAGE 392 1 W of 1 z LOT 5 BLOCK A 2. 1 ' a�n, ewrc,. rovc s p� PIA 1,11-1-11111L �o'TRACT P3 �A mw. C3.4 LL 1 `RAZ M E 1 1 s w 1 1 I ®R„o ,r RE 5., .RRE o P A]o2 REE WE n C3 RR D z x� (RErtR nuralroR sRECrtcsj _ _ _ _I —G3.2 C3.5 TO uxnsc.nc .8 Q 1; BROWN FIELD AREA 1 1�' /► 4.1 ACRES 'P 04 ��•_ _ _ _ _ _ _ _ _ _I i i��` E.,o IF of El FE.E ®' 'R' C3.3 .] CSR � 1 ism KJ a ♦♦ 1 �� - -o, KEY MAP o g 1 m � ax �x � � �� 1 o z o 12] a p �� °� 1 m an.aa awu w. �n. .39 �az'o }Ra9 \ w s 1 o m `o s 'i'�a r sso ca (o rvesr 10 .••n �?; w 1 ° z Q 1 o ELL 1 r w oaos eoox o N85'4434'•W g 4 pa^^* LJ 1 86.59 149 x 1 2�'•' SS294 s W a c.a 1 1 IT 4 X36 � „nan,aEw< „ „En „,=.o,n«s 1 1 123 o- P «ea P�2La44S 1 \ s••., rcarc z P. E, am 8a4 1 COB 1 ILD aG CEO, yo °xo �as o 1 0 0 r -F i 4, 99LaRI4, 1 O r s s Haan �a a�� 1 x nkx 1 1 wm a iea a 2Bea S ros 15F e b \ PC 1 o a5]3 A BR WNFIEI� ss�w 1 n A R F A! . REE �. Rn;�4`�,aGFL s 1 2.7 ` �,�( .`�, FOR g` I 1I �Y=„ „ ♦ 0 1 ` R. ,RAC, , r a�. SSS_ _ _ TRACT I C3.3� =� -s- - -- _ a ELL V p { —� sue n o�.. cs — m1 _m� x o..,o .•z3 S V 16 _ ..o n PAe�EL o� "40o r ' EEO rein ,,, xkL ,o. �,a s 4 rzs:eT C3.5 ��� C3.6� \ = D —LAND IMP.a., KR�= 1 \� ' o� of BECwN c ' „m ;AEFEA TO M swE sFEaIA� T ® R vuFa e F ADAA " F°� ` Fan xOVI, ox mnL EE AT ^TRACT LE of 511 FE.. PI VC6 Rq PeZLa6 TRACT , ww.E x" °s p�N o'm °, °FFaa<reL L�LrvL�« u,oEmo- E,uu °,° �4y+�Fea 'au e °max u u .m ' �y �cy� �' m om• m?'� C nEanExLV wwn °r w rvE 11RT �w LS L °, es C sour rvE or wE E „v E. m IND YAWL cADssND .. � ' NEre LEE OL_______ ______ ,wo rvl, o�W eo�lry mpM� ' � a CELERoF ROAp so um `aGF` 91roR °s aoGre , �. P ,,. °Ere re.. 1 PPELc g °N T-1, �s M 9,q ' aoFT m a 1 ererv=,w Aso 1C, �9Y TRACT , �rvE Or wE lev. wuu,�®su o `\ F�ES.Ex' ' y a a ore6 (REFER TOM P P �Ea EDR —) �ETRACTx1 1 °IGnTT OFEWAV caz°s scar ims. anvE ,o�z �i6�,,, °,ee J ' 5854434 "E 535.61' Lm s Lo, a L°, L°, s� L°, PARCEL Lm s Lm a L°, Lm a m LE2FLI"K 11— ARE L01 L HS °,m Lre L�ry L are$ TRACT . 1 FFs,E— LwE °E D M ° U° m Ev ° W�HT of V AErzA ro uNS PE uxs FDA s aF ) a, EA ... °° .. ' ssn Ls O`v" sin'iiubi'E r-------__ jfi-ACT , - a c+sn i E- PwHus Pux i PLI .11. 1 v ry aunu TRACT 1 xLxr+icx� ____ ____________ ___ __ __________________ �� rvoa,xEALV urvE or ,axawiun urvn s _ j -J � �� N W E 5 GRAPHIC SCALE menN 60) IL — E�D. ^ ERDURFRC _________ TAEE s.ME: s ° ® IF NO . a U J J � z ?Q� Z o oz �ao LL, a ma z Q Q g KEY MAP s � z CD o O z w CDP NOTE: CROSS SEMINOLE TRAIL DEMOLITION SHOWN \ O O Z FOR REFERENCE PURPOSES ONLY. ALL DEMOLITION J Vl (Y AND PROPOSED IMPROVEMENTS WITHIN THE TRAIL U d COR COUN)Y. R SHALL BE PERMITTED THROUGH SEMINOLE Z Q Q (n O �z Q — Z O z w O O w O of N � U ci a I 1 —« Eo�zo °.Dw�o o TIERS we =PE�, Ft —NI —OCTISN SECTION El ITEIIR I, "I 4 TYPE III SILT FEN E DETAIL N.T.S. 0 �� P� —LE -«No IT 0 0 ` 0 J 0 000 0 3 N.T.S . �PwaKO goGEP, &,a� a �aw<<:' e=9o;�ooE r� TEMPORARY CONSTRUCTION ENTRANCE DETAIL N.T.S. zf- E, CIE 4 EROSION ONTROL LO DETAIL N.T.s rZoI TRAIL DETOUR BARRICADES PROVIDED By SE MINOLE COUNTY w8 -? w t-z 18 ".18" �� (MOD) / Wifi -2A 24 ".t 8" 9 "02" TRAIL— DETOUR SIGNING PROVIDED By SEMINOLE CC CE p CE S EN COLORS E NOTE S MAINTENANCE OF TRAFFIC: 5 TRAIL DETOUR PROVIDED BY N.T.S. SEMINOLE COUNTY J J 0! w o o a w Z � " W a o_ mQ v, Q o Lv o � z o oz o U C > o Q z m Jo o N az z Q N3: o z z UL o o r El: r T� U Ne .Mr KEY MAP REFER TO PROPOSED ENTRANCE T AT TUSKAWILLA ROAD ON SHEET IIETUND J1 WETLAND k2 IDETAIL ON SHEET C41 NOTES: 1. ALL ENTRANCE ROADWAYS SHALL HAVE AN UNOBSTRUCTED CLEAR HEIGHT OF NOT LEA THAN 13 FEET B INCHES (13,5) PER NFPA 1- 18.2.].] REFER TO SHEET C4.8 FOR CURVE TABLE REFER TO SHEET C4.9 FOR TRACT DATA TABLE SHEETS REFER To REFER TO SHEET C4.11 FOR ALL RIGM -OF -WAY CROSS SECTIONS SHEET REFER To POND N 11 E S GRAPHIC SCALE ( Ix mm ) LEGEND - -- — LOT LINES - - -- EASEMENTS - - - - - SETBACKS �o— FENCE EXISTING WETLAND AREA: WETLAND #1 2.34 Ac. WETLAND #2 10.66 Ac. WETLAND #3 0.05 AC. WETLAND #4 1.34 Ac. WETLAND X5 0.17 AC. TOTAL 14.56 Ac. WETLAND IMPACT AREA: WETLAND #1 IMPACTS 0.03 Ac. WETLAND X2 IMPACTS 0.13 AC. WETLAND #3 IMPACTS 0.01 AC. WETLAND #4 IMPACTS 0.47 Ac WETLAND #'S IMPACTS 0.00 AC. IOIAL 4 Ac. WETLANDS TO REMAIN: WETLAND #1 TO REMAIN 2.31 Ac. WETLAND #2 TO REMAIN 1D.53 Ac. WETLAND #3 TO REMAIN 0.04 Ac. REFER TO PROPOSED ENTRANCE WETLAND X4 TO REMAIN 0.67 Ac. DETAIL AT SR 434 ON SHEET C49 WETLAND X5 TO REMAIN 0.17 Ac. IOIAL A. -ALL WETLANDS TO REMAIN ARE PROVIDED WITH A 15' MINIMUM /25' AVERAGE WETLAND BUFFER PER CITY OF WINTER SPRINGS AND SJRWMD CODE REQUIREMENTS. -- _-- - - - - -" - -- - - - -- I PARKING REQUIREMENTS: REQUIRED PROVID /-_ _ GARAGE PARKING(379 UNITS X 1) 379 379 d DRIVEWAY PARKING (248 UNITS X 2) 496 496 r_ - - , .T. X4', ,f PARALLEL PARKING FOR 34' LOTS (131 UNITS X 1) 131 206 �IFp � � l 7 1 \ \ OTHER PARALLEL PARKING 0 34 _ ' - -- DIAGONAL PARKING ON STREET V 0 24 AMENITY AREA PARKING 0 17 ' ' MICHAEL BLAKE BLVD PARKING 0 1D ,•�1 TOTAL 1,006 1,167 SPACES FE To TO iAA IL CROSSING DETAIL ON S`Ml ET C9.10 ' 8 ---------- ----------- C4.2 - - - - - - - - - - - - - - - - - - - - I. A IA --m .. NOTE: TUSKAWILLA ROAD RIGHT—OF—WAY IMPROVEMENTS 7, SHOWN H WIN FOR REFERENCE PURPOSES ONLY. ALL DEMOLITION J AND PROPOSED IMPROVEMENTS WITHIN THE RIGHT—OF—WAY SHALL BE PERM , TTED THROUGH A SEM I NOLE COUNTY _____ " ° "' " "� - RIGHT—OF—WAY USE PERMIT. --- ---------- ------------- — ---------- ---------- ,, >a,- mucrweiaiuc --- - -------- - ­4 -- --- - ------ ------------------- - ---- ;-- .......... ---------- ----------- C4.2 - - - - - - - - - - - - - - - - - - - - I. A IA ------------ -------- --- --------- ------- --- - ------------ --------------- Aft- ANANAI ---- - --- ------- m P F! A Lo i N LEGEND — - - — LOT LINES - - - - EASEMENTS s SETBACKS GRAPHIC SCALE NOTE SEE SHEETS C4.11—C4.13 FOR ALL PROPOSED CROSS SECTIONS ip SECTION Q-Q —3 - LOTS 27, 28, AND 29 ALL EXCEED THE MAXIMUM LOT DEPTH AS NOTED IN THE DEVELOPMENT AGREEMENT. THE AVERAGE DEPTH OF LOTS 18 -29 IS LESS THAN THE 175 FOOT MAXIMUM. < mQ < 0 0 < az C, U N— N� LIKT —1 KE, "KII REIR CAN— MIX- v\ c ------------ -------- --- --------- ------- --- - ------------ --------------- Aft- ANANAI ---- - --- ------- m P F! A Lo i N LEGEND — - - — LOT LINES - - - - EASEMENTS s SETBACKS GRAPHIC SCALE NOTE SEE SHEETS C4.11—C4.13 FOR ALL PROPOSED CROSS SECTIONS ip SECTION Q-Q —3 - LOTS 27, 28, AND 29 ALL EXCEED THE MAXIMUM LOT DEPTH AS NOTED IN THE DEVELOPMENT AGREEMENT. THE AVERAGE DEPTH OF LOTS 18 -29 IS LESS THAN THE 175 FOOT MAXIMUM. < mQ < 0 0 < az C, U N— N� LIKT —1 --- --- ---------- ------------- — ---------- -------- - - ---- --- - -------- - ­4 -- --- - ------ ------------------- - ---- ;-- ------------ -------- --- --------- ------- --- - ------------ --------------- Aft- ANANAI ---- - --- ------- m P F! A Lo i N LEGEND — - - — LOT LINES - - - - EASEMENTS s SETBACKS GRAPHIC SCALE NOTE SEE SHEETS C4.11—C4.13 FOR ALL PROPOSED CROSS SECTIONS ip SECTION Q-Q —3 - LOTS 27, 28, AND 29 ALL EXCEED THE MAXIMUM LOT DEPTH AS NOTED IN THE DEVELOPMENT AGREEMENT. THE AVERAGE DEPTH OF LOTS 18 -29 IS LESS THAN THE 175 FOOT MAXIMUM. < mQ < 0 0 < az C, U N— N� LIKT —1 ' — �— -- — ---'-------------------------— - - - - -r N C4.4 - _ \0 — LOT LINES y B N z P 1Mi uuss \ GRAPH]C SCALE $ s - .�, n \ \.1 I\\` N- - - - - - - - - .K - - - - - - - - - - - -1, o \,;, Z � 1 000 4C4C4 RNI- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -, C4.6 v C4.5 _� \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - C4.7 Y 1 KEY MAP ��� ■ � ��� _ �'_ _ _ _ _ _ _ _ _ _ _ _ 1 NOTE: � o- i SEE SHEETS C4.11 —C4.13 FOR Q ■ O . RRR ♦ ♦in�w�� 1 ALL PROPOSED CROSS SECTIONS 1. Q NOTE: CROSS SEMINOLE TRAIL IMPROVEMENTS SHOWN FOR o c `li REFERENCE PURPOSES ONLY. ALL DEMOLITION AND PROPOSED �`� IMPROVEMENTS WITHIN THE TRAIL CORRIDOR SHALL BE z o �- - - - - - - ,I PERMITTED THROUGH SEMINOLE COUNTY. Q \ z z o� (1 ., �V / �1 ,v ��< I w o a z v cn z w E P `; / 1 ""'— \ ■ �" PIE LOTS DETAIL ■ e \ 1; 1 \ TYPICAL 40' % 75' 1 " =50' ■ I ..)1 ■ Vii/ 1` _ _ s /,� x- ; /,a „1 BUILDING PAD �i U p ■ � ' 1 _ �`� No ies�a =s - — - –mss' C4.3 1 [ N LEGEND yr C4 5 C4.6 LOT LINES SE—M FENCE s INNWX GRAPHIC SCALE 4F PMM iV A 4F RNI- 41 ...... .. . ...... C4.1 C4.4 0 mP----------- F 7�. KEY MAP - ---- ----------- Z, NOTE 61, -C4.13 FOR SEE SHEETS C4.11 -------- ALL PROPOSED CROSS SECTIONS < o C) > M, m mT j — - — --------- u j - ------- — ------ ----------------------- Ilk u ji AN I —.E A - ---------- — ---------- z Z 111A ND. 28973 DRIVEWAY DETAIL 34 ' TYPICAL 34'TYPICAL 50'TYP� CAL 50'TYPICAL 60'TYPICAL 60'TYPICAL 70'TYPICAL 70'TYPICAL LOT SIZE CORNER LOT SIZE LOT SIZE CORNER LOT SIZE LOT SIZE CORNER LOT SIZE LOT SIZE CORNER LOT SIZE I 0�sues, ,s nest — s nest 6 ,s ues, S — s nest 6 ,s nest S s nest CC ,s nest mar gy Mg o. SR 434 ENTRANCE DETAIL 111-30, NOTE: SR 434 RIGHT-OF-WAY IMPROVEMENTS SHOWN FOR REFERENCE PURPOSES ONLY. ALL DEMOLITION AND PROPOSED IMPROVEMENTS WITHIN THE FDOT RIGHT-OF-WAY SHALL BE PERMITTED THROUGH FOOT - - - � 4 -m� TUSKAWILLA ROAD NORTH ENTRANCE DETAIL 111-30 NOTE: TUSKAWILLA ROAD RIGHT—OF—WAY IMPROVEMENTS SHOWN FOR REFERENCE PURPOSES ONLY. ALL DEMOLITION AND PROPOSED IMPROVEMENTS WITHIN THE RIGHT—OF—WAY SHALL BE PERMITTED THROUGH A SEMINOLE COUNTY RIGHT—OF—WAY USE PERMIT. TUSKAWILLA ROAD SOUTH ENTRANCE DETAIL 111-30, NOTE: TUSKAWILLA ROAD RIGHT—OF—WAY IMPROVEMENTS SHOWN FOR REFERENCE PURPOSES ONLY. ALL DEMOLITION AND PROPOSED IMPROVEMENTS WITHIN THE RIGHT—OF—WAY SHALL BE PERMITTED THROUGH A SEMINOLE COUNTY RIGHT—OF—WAY USE PERMIT. IF PRIVATE PARKING DETAIL 111— 30' SECTION /' i A I. xR - TRAIL CROSSING DETAIL 111— 30' NOTE: CROSS SEMINOLE TRAIL IMPROVEMENTS SHOWN FOR REFERENCE PURPOSES ONLY. ALL DEMOLITION AND PROPOSED IMPROVEMENTS WITHIN THE TRAIL CORRIDOR SHALL BE PERMITTED THROUGH SEMINOLE COUNTY. %% ttirPr.)T, c xe� 20O " A .D„,rE A L I e TI / TI \\ �� "'T ROUNDABOUT DETAIL 1" = 40' SEE DETAH. SHEET C4.11 FOR ROUNDABOUT CROSS * HEAVY DUTY BRICK PAVERS (3.25" MIN.) TO BE USED IN TRUCK APRON AND SPUI_ ISLANDS. A D xxn I EIN \ yw` PER PLr oETnlOis(TYP) \ \`I, O5o -FTS" III. veu y TI R sTOP s PLAINT °IF nR ITVPI 3x22 23 -7' cio.i cio.i O sue...... GGUUTv NsICUFNEIUSTW -FFE FOR PAVED AND UNPAVED TRAIL CROSSINGS. TRAIL CROSSING SI EEGINE GGN�RETE NGe, C T MF Ns7'° PIOE, „v TRAIL ; 0ossl.F.ILN(TIP) NcoNEHo. o., PER �a4 (T P sI ioN EsAT I - ° (N n E NT �zvs ,is��v LL/ �NI (P11EG RONOS I—) (anvEO aonos ouI A 22 23 a "K rveRIES1" F III'c . i WHIT' 1 1 NN6 �I G a - - -- �� fix. � 1�4-- I a I Ir- I - -- - -- - - - - - - - -- - -�1 ToEx,xxx x�x�x�E I' I q,xrcxeLe� 1 - -- Z 2B I . ELO vim, a------------ -- ® rxxM A O %% ttirPr.)T, c xe� 20O " A .D„,rE A L I e TI / TI \\ �� "'T ROUNDABOUT DETAIL 1" = 40' SEE DETAH. SHEET C4.11 FOR ROUNDABOUT CROSS * HEAVY DUTY BRICK PAVERS (3.25" MIN.) TO BE USED IN TRUCK APRON AND SPUI_ ISLANDS. A D xxn I EIN \ yw` PER PLr oETnlOis(TYP) \ \`I, O5o -FTS" III. veu y TI R sTOP s PLAINT °IF nR ITVPI 3x22 23 -7' cio.i cio.i O sue...... GGUUTv NsICUFNEIUSTW -FFE FOR PAVED AND UNPAVED TRAIL CROSSINGS. TRAIL CROSSING SI EEGINE GGN�RETE NGe, C T MF Ns7'° PIOE, „v TRAIL ; 0ossl.F.ILN(TIP) NcoNEHo. o., PER �a4 (T P sI ioN EsAT I - ° (N n E NT �zvs ,is��v LL/ �NI (P11EG RONOS I—) (anvEO aonos ouI A 22 23 a "K rveRIES1" F III'c . i WHIT' 1 1 NN6 �I G a P G" mPL INNING wuM PI AIL(41 FIG) oa(��a AT THIS POI (NP)xE wT. 'nP� ' ":t11111 MAI GzEEE' LOU LOSew MATCH _ _ ooRaFa . Erssrwo SA`CUT sioEwnu<(ivP) i4 - seowcnse Treaa TRAIL CROSSWALK TRAIL CROSSING caux,. seuwo�e n,.s. <o�rm . scu�xo�c x..s. Q ♦� m J J 'lo CC L4sE INP) PAINT cn Z Z 2B TT TRAL D' � m o � ® O � V IE W Z TF o �L w o P W w z o � Z w a R� z EL � UZ mQ P G" mPL INNING wuM PI AIL(41 FIG) oa(��a AT THIS POI (NP)xE wT. 'nP� ' ":t11111 MAI GzEEE' LOU LOSew MATCH _ _ ooRaFa . Erssrwo SA`CUT sioEwnu<(ivP) i4 - seowcnse Treaa TRAIL CROSSWALK TRAIL CROSSING caux,. seuwo�e n,.s. <o�rm . scu�xo�c x..s. Q cn Z 2B J Q Q o � ® � cN w o z �o w z o 0 � cn (IF > z EL � UZ O cl� m � Z o W Q Z V ° D- & PAVEMENT MARKINGS z C (3 o u AT11E T. DGER 1 ALUMINUM 1 OF FGR RORe."v (TIP "'s ” GIN1sPRALTTRTIL EEUNIIC�,PEPL„N ° sY TIAIL ( i U P G" mPL INNING wuM PI AIL(41 FIG) oa(��a AT THIS POI (NP)xE wT. 'nP� ' ":t11111 MAI GzEEE' LOU LOSew MATCH _ _ ooRaFa . Erssrwo SA`CUT sioEwnu<(ivP) i4 - seowcnse Treaa TRAIL CROSSWALK TRAIL CROSSING caux,. seuwo�e n,.s. <o�rm . scu�xo�c x..s. TOWN CENTER STREET HIERARCHY: WOODED VINE DRIVE (STREET 'A') LIFESTYLE LANE (STREET 'B') BIKEWAY LANE (STREET 'C') CYCLING WAY (STREET 'D') PARCOURSE WAY (STREET 'F') SCENIC KNOLLS DRIVE (STREET 'G') FREERIDE WAY (STREET 'H') TOWPATH LANE (STREET 'I') CROSS COUNTRY LOOP (STREET 'J') WHITE'S LANDING DRIVE (GARDENA AVE) WILLOW COVE COURT (STREET 'L') TRAILHEAD POINT (STREET 'M') MOUNTAIN BIKE LANE (STREET 'N') MAIN STREET MAIN STREET NEIGHBORHOOD STREET NEIGHBORHOOD STREET NEIGHBORHOOD STREET NEIGHBORHOOD LANE NEIGHBORHOOD LANE NEIGHBORHOOD LANE NEIGHBORHOOD LANE MODIFIED MAIN STREET /NEIGHBORHOOD LANE (REFER TO SECTION N —N) NEIGHBORHOOD LANE NEIGHBORHOOD LANE NEIGHBORHOOD LANE 'ALL STREET CROSS SECTIONS FOLLOW THE TOWN CENTER CODE AND COMPREHENSIVE PLAN. PUBLIC ROAD TRACT g1RDw. Ra.w.q iR_ 6' _, ARIE 2' 1ta6' � 12' 2' VARIES 6' AA y D cuRB. PE D cuRD Fxuc IDFwnx :o TDUrrciRB AsPx.[T wv[x[xT D - R ENTRANCE AT SR 434 REEFER TO SHEET Ca. e N.T.S. 43' PUBLIC ROAD TRACT 2'. 10' S. 6' 6' iPARxlxc � � PE S' CURB AVwxi PxiExE ttPC o cux6 Coxcxn[ cloew[x MICHAEL BLAKE BLVD SECTION L -L REFER TO SHEET Ca. � N.T.S. 60' PUBLIC ROAD TRACT R RA.w. R.o.w.q 6' 6' 8' 1D' 10' 8' 6' 6_' 11 rwRxllD— WR[iIG [m SID— ..,_ sPxALT PAV6uE slo 1xPE o cux6 vxuFV DuDER A vxuFY Du[TER cuRB MAIN STREET TYPICAL SECTION 60' PUBLIC ROAD TRACT R 1 R.o.n. E Ra.x.R B' B 10 ID' S. B' 6' 1 IL 1: I ��ll I I x,Rxl- � a� , win E D cuRB LL. [uRB_eiw E NEIGHBORHOOD STREET TYPICAL SECTION qR.o x. C Rox.1R Imo' S' 10' 12-A 2' 6' ­ SID Fin[. Axo DimER AsPwu P.wFxExT µDT cERa ENTRANCE AT TUSKAWILLA RD - NORTH N.T.S. 24' PRIVATE ACCESS ALLEY I � I 12' 10' 1. ' 2' AID GUTTER ASP1xLT PAxExEIT AID GUTTERS SHARED ACCESS ALLEY SECTION M -M REFER TO SHEET C.� N.T.S. 60' R R.o.x. Ra.x.R -Ilk 6' VARIES2' 2D' R. 9' 20' VARIES 6' PDxD CDxcRnE SID— .P Cu � ................ D' CURB mm[ a Awrx[T R'x[x[Ii cOxcRETF 61DEWix E U. ,.PF RA cuRB ROUNDABOUT INTERSECTION bTf DxRx Dx REFER TO SHEET C4 2 N.T.S. KP V S(2 MI )T BEUS 0 N.T.S. 50' PUBLIC ROAD TRACT - q R.D.I. R.D.w.l q snBAtx 6' B' 13' 13' B B 6[Txxcx PROxr ProxT o, COICRETE SIDMUI " -'' ASPHALT -EUExr �' JJ corxRnE sIDERARx PE sDU TE, NEIGHBORHOOD LANE TYPICAL SECTION N.T.S. 20' PRIVATE ROAD TRACT f R w. It q R.... 2D 8' 8' 2' ALLEY WAY TYPICAL SECTION PUBLIC ROAD TRMT RIR.o.x. _ R.o.n.1R 6' VARIES Y 12' 1D' 24' 2' VARIES 6' I ENTRANCE AT TUSKAWILLA RD - SOUTH 60' PUBLIC ROAD TRACT R 5' 6' 6' 8' 10' I 10' 2' f] R6 y COHERE,[ s1DD.A[. _ PARxIw � '�� coxCRL,C sloFxA[[ AuFV CURB AS— P.w[u[Ii D. CURB GARDENA AVE MODIFIED MAIN STREET SECTION N -N STREET 'M' PARKING SECTION O -O REFER TO SHEET C4 3 & SO s N.T.S. J J Z _ o W Z � " Z w a T w � Z w a o_ mQ z U O cn cn > <n TH cn z O z U Q ET Q � O z � �O O z v � Q z Qz_ cYii � � O U J Vi o U woexA[[ �f ... E 3a� R6 c. POND SECTION A -A POND SECTION B -B POND SECTION C -C MINN97"', .' ieID =W= Tell- W =TeTi� i w= 11�W- J11- 11�W- J11 -11N _uewd eileleTeileleileilelel POND SECTION D -D REFER TO TO NT.S. POND SECTION E -E POND SECTION F -F POND SECTION G -G REFER TO TO NT.S. P(-l1\TTl cFCTTnN a -u ilOrir�vxwrrOUei ISO \I\iV mum mUO\MAI POND SECTION K -K REFER TO TO NT.S. a U m J J W Z � " W a mQ Q 0 z �o z � z O z N Y u o_ o z_ cn > w o a 0 m J� cl� u Q Y 2 Z Vl � O r r v Vi o M � U GENERAL LMLRY NOTES: 4 BACEW 0GACAL ES75 KITH C OWNE RESIDUALS WODAED (TAKEN ON TNO CLWSEW"" DAFSJ SHALL BE LDNDUCED Al EACH PoTAGLE WATER MESA FOR EVERY GLADMAG Ar EVERY N£T -TAP CLWN B. AND EVERY [OGRE INOCA ED IN BNN RES£ PANS RESULTS ON- RE BACERLNOGICAL — SHALL BE SPX MONDED TO THE ENOREER E FYCOBD NNEOAELY UPON —171 -. BACERIXOOCAL E5T RESULTS GALL IE CESIOERED EAOOEPTAGLE IP R/E TESTS HERE GONPLEED MORE B/AN JO DAIS �FEf RAE ENGINEER RECB IEO w- 2 ALL —WS WS SHALL BIF INSTNLED A -WWLAN O" 36' BBOLN PRISED GRAD£. 3 ALL WA IERMAHNS AND PIPELINES PIPES SHALL B£ RESB]AM£D WA MEEANCAL XIINTi A. AEA MAIN PLC PEES LESS BRAN A INCHES MUST C—W%f TD BE SYGFICAnES 6 ASTM 1285 (SCHEDULE NG 60. 1101 M ASGI 1991 SCR11 AND MUST BEAR BE NSF LOGO LW EAE WSTALLED LENGBA. S UNDERGROUND MARKING TAPE FOR AL[ 5AN7ARY Fo4CfMAWS SHALL U INSTALLED A TO B INCHES BELOW RE FMISIiEO EAOE SURFACE GRECRY OVM R/E PIPELINE MARKER TAPE SHALL W MADE d- AN INERT POL 1ETH— MA ERAL HA HNG A -WKKAW BNENE55 ON- 4 MILS AND W COLE COOED YAFETY G0—' & Coftf Cron SHALL LYWDUCT AND PPoVIAP RESU 75 MMEOA ELr R, R/E ENGINEER U FECES FOP PRESSURE ANO LEAKAGE — E RE FORCE NAM TRUNK LINE ECE RAE PRESSURE SEWER HAS BEEN INSTALLED AND PARRY BACAFIL[ED. FWAL BACAFAL AND CONPACRE SHALL Nor COAWECE UNR APPROVAL OF IHE P EsSYIRE AND LEAKAGE ESTS HAS BEEN Fwo OD or IH& ENGINEER a: RECORD. Z. FIXLOWNG GBYACTEY PW— EST RE m RE CONTRACTOR SHALL GSNFECT ALL 27BON5 LY RE WA ER p511NBUROJ SYSEN, AND WYCR N' ARROYAL BAEREO' FROM APMdWYAE A6CA—S PRIOR TO PLACING RE SALEM INTO SMVACE. B FSY HLORANTS SHALL BF RACED A MWWE CE J FT. AND A MAXMUM OF 5 FT. FROM RAE CARE OR PALED ROAD SOPFA,X UNLESS OMPIRSE APPROED. NO FENCE. IRE&. POST. SHRUB E LINER EJECT WWCH Co LD GLGE BIE HHORANT F NORMAL NEW LR OBSTRUCT BE HNMANPS USE SHALL BE LOGED WBBN FOUR (4) FEEr OF IH& HIOPANT. BE FOUR -AND -ONE -HALF INCH (4 -I/7J LARGE WEUNE LCEECNIN SHALL FACE — NEAREST ROADWAY. RAE CENER I RE SEINER PET SHALL W IB INCHES AHINAMIAM ANO 14 MCES MAXIMUM ABCVE RAISED GRADE. 9. ALL FIRE HLORANT LEADS SHALL HA YE AN W— CNAMEER GF AT LEAST SX WKWES AND WCLUOE AUXILIARY VAL TES 10. WEN NECESSARY. DEWAERWG SHALL BE PRONDED TO KEEP NE OWK/NOWAER REVAnON A MINIMUM OF 6 INCHES WLOW MAW BBNG LAID. I1. GL/TES SHALL BE LAW E A RRW FOUNDATION WIN ALL UNSKTABE MAERIAL ( E, ROW, LOOANA ALL ETC) REMOTE- AND REPLACED WIN ttE GRANULAR MAERAL. 11. TRENCHES STALL BE BACKFILLED KIN NAERAL ACCEPTAGLE TO TIE CITY WBH A MINIMUM ODNPAOTWN OF 984 W PAVED AREAS AND 9 W UNPAVED AREAS AN ACCOPoANLE WRI AASHTG T -180 MOORED RW)CTE E5T. 13 IJ SHALL BE RE LVWTRACTORS RESPONSIGLL/TY TO ENSURE WHAT TRENCH CEPACBE EsTS w PROVIDED AT PGNrS 11 INCHES ABOVE RE PEY AND AT 11 WEES IERBGL WEFVALS Ta FIRS/ GRADE, AT A MM/M(LM SPACING OF 1—r 100 FEET. IA ALL WAER SAIIWE ENDINGS STALL ff MARKED WBH A T' X A' LUMBER (PRESSURE TR&AiED) EXEMONG A FEET ABOVE GRADE, WBH WA ER SERNCES SECURED 12' MAXIMUM AEON: THE GROUND. 15 CAER VALVES, / UOMIG CYMCREE COAR I`— DEBfWS CAP), SHALL BE AOWSED ro RINSED GRADE AND RE VAL HE BOX LAD, PALMED GLUE TO MAKE REM PAANY NSAGLE. 16 UPON FINAL ALYEPTANCE CF NEW WAER 5-5; WAER VALVES SHALL BE COMPLEELY OPENED BY PUBIC URNES PERSONNEL. AT No ONE STALL —ACRIR LPERAE ANY EXASTbG VALIES WRHGAT A OIY WSPECTE PRESENT. 11 ALL WA ER MAINS SHALL B£ NSF -APPRO LED FOR PoTABE WAER USE. I& PPE USED W WA ER GSTRBUALW SYSEMS SHALL EY DIRER PO YIWn FLORAS£ (PM), OR DU—E ARE RPE (GPJ (1) ALL W A G ADIF WIN AIWA SMADAVA)C AEsr BON. RHE - RR7 ALLLLA— A NolN(MG PRESSURE RATING OF 150PS AND SHALL HAVE A oMIENSE RATIO (D.F) q< 18 (6) ALL DUCRE ePE PIPE SHALL BE MANUFACRAPfD M ACCOPDANCE WIN ANS% N- AT1.51/C757 AND HAVE A MMMUN 150 PRESSURE CLASS FATMG 19. PPE USED W GlA NTY SEMEF CESRiUCNIN SHALL BE Pay— Ott ONDE (PMJ CR ECRE IRE PIPE WHERE REFElENCE IS MADE To AN AS-.. ANS, OR AASHTO OSEATKVN, /T SHALL BE BE REST FENSray. (J eFL fSdBL� RPE (4 INLYI - 15 MET. ASTM DSOTN, S&R JS - UNFORM A70MDAM TEE STIFFNESS' AT RIE (5) PERCENT Of FLECBON SHALL BE — W .tlNTS SHALL BE MEDIAL ML RASTOMfRC GASKET JCWTS MANAFACTURfD M ACCOPoANCf WRH ASTM OJ111 AND ASM FATZ. RH.AGGLE UN- L AASRC PIPE AS505YARM STANDARD IS W -B -A ALL PW RK SHALL BEAR THE NSF -DW SEAL AND W GPEEN IN OWRALL COLOR. THE MINIMUM STANDARD LEWN OF PIPE SHALL ff BIREEN (13) FEET ANS11— ATWI.50/C11 ,, WIN MENDAL OP RUSH OV JOINTS AN f INEROR PROECn NE LWAD OF COAL TAR SPEY SHALL U PRONDfO WIN A MWNE DRr RAAENE55 CE 30 AAGR DUCGLE MLBN GRANTY SEN£RS NfEFE WCIAWED BY RE CTY BASED LW CEOECHRCAL MIESnGABCNS SHALL BF WRARED WRi PIX I17— FXk Al— CIOS SEE APPENDIX C BE MMMUM STANDARD LEGW OF RPE SHALL BE RE EE (161 FEET. B Z0. ALL UGLABES SHALL U W CCINPAANCE WN RAE CTY OF INNER SPRINGS WAER AND SEWER S --MANS A D. ALL SEVER CLEAROVIS IN PAVED ARYA5 ( CLUDWG SCYWALKS) ARE TO of TFAFRC RA ED. B 22 PRONDE CONGPEE COLLARS ON ALL VAL N:S NOT LOCAED IN PANW AIr ® 1J. ALL WAER MEEK$ ARWD BON VEER$ AND SANTARY CLEAN -- ARf TO U LOCAEO WTSIOf OF YARD SWALE$ WATER SYSTEM TESTING REOUIREMEM- 1. RE CONTRACTOR SHALL PEW`DWN HIOROSTAnc E5TMG OF ALL CAER GSnWGLABON SYSTEM$ AS SET FOR RI IN RE FIXLONWG AND SHALL CLWGICT SAID TESTS W RE PW:SENCE U —A— FROM R/E DrY ANDIW OR/ER AUBA -EO AGENCIES RE CLW B}ACTE SHALL PRO NOE AB HOURS ADVANCED NOBCE PROP TO -- OF BE WATER OSBKBURLIN SYSEM T ALL ESDD R£OUIREO BY RE GTr SHALL iE PAID FOP BY RE DEIE, —R / CCwWACTM 3 ALL P—SED WATER MAWS SHALL BE TESTED AND CLEARED FOR SERNCE IN AC AICE INK/ R/E LATEST AWWA STANDARDS AND TIE FLORIDA DEPARTMENT OF EN NR EN TAL RV ECRON R oO AIETS A. RWOR TO HYOROSTAW TESRNC A PRELIMINARY PUSBNG STALL of RYOAI4ED RHRCAE FULL GAME ER FLUSHING E SWABBING PRICAMMARY FLUSHING /SWABRNG SHALL BY PERFO4 IE0 PER A A C551 STANDARD - DASNFECBNG WA ER MAWS' ALL PIPING SHALL BE RHGRGIGNY CLEANED AND FLUSHED PRIOR TO TESRND TO IXEAR THE LINES OF ALL FORRE MATTER WILE TH& PIPWC IS BEING FILLED WBH VET, CARE SHALL W EXERCISED TO PERMIT THE ESCAPE OF AIR IRON EXTREMIRES ALEG R EST SECRE. 5 HYDROSTATIC ESEG SHALL %NSST OF PRESSURE TEST AND LEAKAGE ZEST. RANG AND AFRARENANCES TO - ESED STALL BE — SECRES BETMEfN VAL .% NOT EAKEEOMAG 2000 FEET, UNLESS ALERNAE MERALDS HALE RECEAIED PROP APPROVAL FRLWI RE CITY ESNAS SHALL Nor PROCEED UNra CECREE BMUST BLOCKS ARE AN RACE AND cUYD, E OBER RESBIAMMG DENCES INSTALLED. 6. HYDROSTATIC EST MG STALL BE PERFORMED AT ISO POUNDS PER SOLARE WI PRESSURE, UNLESS OBERINSf APPW)LED or RE CTY, FOR A PERIOD U NOT LESS ROAN TNO (1) HGARS TIE ALLOWAGLE RATE OF LEAI(AGE SHALL B& LESS NAN THE NUMBER OF OALLLWS PER HOUR DETERMINED BY BE FIXLOKING FoWNULA: WHERE: ALLOWABLE LEAKAGE, IN GALLONS PER HOUR S).* S - LENGTH OF PIPE TESTED, IN FEET 1. L 14 &D00 D = NOMINAL DIAMETER OF PIPE, IN INCHES P = AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST, IN POUNDS PER SOURRE INCH (GAUGE) 8 SAGALO RE EST FAIL, NECESSARY RfPAWS STALL BE ACCLWIPISED BY RAE CETRACTCIR AND RE EST FYPEA ED GL Iff— PASSNG LAWTS THE CEIRACTE SHALL FURNISH ALL BE NECESSARY LABOR, PUMPS SAUCES AND ALL OTHER ISMS NECESSARY TO OINDUCT THE REOUMED WAER DISTRBU7XW SYSEN ESTMG AND PERFORM NECESSARY REPAWS 1. TIE LETRACTLIP SHALL PAFEAI ESGAV d- ALL SANTARY SWAGE LWA NTY CLYDE— SYSEN$ AS 5£T FORTH W BE RXLOWNG AND SHALL CEECT SAM ESTS AN RE MESENCE or REPAYSENTARVES FRE BE CIY AND/M oRER AUBIEYZED AOENOE$ BE CETRACTE SHALL MONDE AB HOYAFS ADVANCED No— PROR TO EST MG CE RE wASEW ER GSTRBUIHW SYSEM. 2 ALL ESTING REo AR BY BE oTr $HALL BE PAID FOR BY RE OEEGOPfR / CEB}ACER 3 OPANrY MAWS STALL BE WSPECED WW CCTV FOR ALIGNMENT GRADE VARARES SEPARAED PPES LEAK$ DEFLECRM, EA ,, BRO1'EN E ORERWSE DEF£CBLE PIPE TO ENSURE OVERALL PIPE WEORITY. W APPROVED CCTV MSYCRE CEniACTE SHALL SUGLIT BE REPORT TO RE URLAIES DEPARTMENr AS FEOAWCG B N. ALL SWEF MAINS AND LAERALS 6 MOINES AND LARDER SHALL BE —CEO. FDEP UTL" CONSTRUCTION NOTES I. AIDE TO RE UGLITY RARSUANT TO 61-SSS % Do NOT PhVVME WAER SERNCE R) BNS Pt r (OBER BIAN PUSBNG/TESTWG) UNIX RE DEPARTMENT CE ENNROVMENTAL PIDECRLM HAS ISSUED A LETTER 6 CLEARANCE OR BE U-TY SHALL BE SA9JECT TO ENFGR[f r A- T. RE PAWATEE WLL PTEPRY NOTFY RE DEPARTMENT UPoN SALE OR LEGAL niANS£R U RE PERARTED FAGUTY 3 A WA ER MAWS AND APNARENANCES SHALL BE GSNFECEO AND BACEIDLOGCALLY EVALUATED AN ACCGiD — — RULE 6T- 5553.0, IA. I. A ALL WATER MAW ftP.. INCLUOI0 RrWGS SHALL ff CLILE CODED OR MARKED USING BLUE AS A REDLKIMA11 COE To oFFERENRAE oGNONG WATER FROM —A— OR DIRER WATER. UILYRGROUD RA RC RPE SHALL BE SX -WALL BLUE PIPE, SHALL HALE A — EXTRULEO BLUE EXTERNAL WMy OR SHALL I—E OF? IGLACY PIPE WW GLUE SBNPES IMCORPORAEDDIPoANro OR APPLIED M PA°E W [:TRH aAwD MANUFACRIPAR, CE THE RPE SHALL AHAW CE TANUGIS STRIPES — RUN PARALLa LTO WE A- CE BE PIPE, RIAT ARE LOCATED AT NO GNEAER RUN 90- DEGREE WERVALS AROUND RE RPE, AND BAT WLL REMAIN INTACT DURING AND AFER WSTALLANAN LF RE PEY E TAPE OR PANT IS USED ro STRIPE P/Pf CMURRW INSTNA— CE RE RAE, BE — E PAINT SHALL BE AI'PLEO W A CEBMUGAS LINE WAT RUNS PARALLEL TO RAF ASS G- BE PAPS AND T NAT IS LOLAED ALONG THE TOP OF RAF PIPE, FOP RR:S WIN AN MERWAL OALIEER O 9 INCHES E 6REARR, TAPE E PART STALL U AARKD W CE TANUES LRNES ALEG EACH SLE CF THE RP" AS HELL AS ALONG RAE RAP CE RE PINY FDEP UTLITY SEPARATION REQUIREMENTS (61- 555.314, F.A.0 —TAG. E PYASCAC WA EF SYSEM MAINS) FOR RE PARPoSE CE RIS SECRE, RE PHRASE WAER MAWS' STALL MEAN MAINS WCEUDMG @FITMENT RANT PROCESS RRNG CEN'NNG RBER RAW, PARRALLY nEAED, OR F SLED DRWMNG WAER, FARE HIDRANT LEADS AND SERNCE LINES RHAT ARE UNDER RIE CETRO OF A PUGLAC WARP S15EN AND R/AT HALE AN INSDE OANEER d- BWfE INCHES E fREAER. (1) HORZ[dvTaL SEPaAa ROV B£TM£EN OE rM.FOUND AER MAINS AND SANITARY OR STORM SEN£RS WASEWA)ER E Sr" WA ER Fo MAINS REIXAWED VAR RPELWES AND E -SE SEWAGE TREATMENT AND — SYSEMS (o) NEW E RE[OG1Ea EDCFRCKAD WAER MAINS SHALL EE LAID W PRONOE A HO%ZETAL GIST CE OF AT LEAST 7— FEET BETWEE RE ETSOE OF RE WAER MAIN AND RE OUT E REO.ALMED XMN ER REPLA To UL PART AB O<CHAPER 61-61 �F.A.GMAW OR P#YLWE "N" WNC 2J Nw E RELaca uMxRGIwEa waRR M s sHaeL rE LAD Mawx >rE wAER MAW Iva BE GATSOE E ANY EMSBNG E RY 5sio VACLAMI -TIN SMtlTARr SEVER. O /P) HEW OR RELOCa EO aNxRGRXMD WARE NARAS svaeL BE Am ro M ff I- MsraNCE CE AT LEAST SX /££T, AND PREFERAB r R FEET, TWEE RE ETSOE CE THE WAER MAIN AND BE EIS1Y OF ANY -SONG GT PROPOSED GRANT r- E PRESSURE -TWPE sNWTARY SEVER, WNSEWWRR FORCE MAIM E PIPELINE CELfYBNG RfCLAMIED WAER HOT REGBAED EDEN PART N LFIDCH —,r 6T- 619ANFT R SEW£ MIUM (EZRETOMEDDTORABWEE FEET xHLBE� REf BD NAER O' MBE TAW ER MAW IS LAID AT Lf ST SX KJ fES ASK Zug GI_ IYE S"NfR. /NI NEW OR RELOCAEO EUNOfRCAIX/MD wa &I� �SWLLL BE AID ro NDf pHOR CW AS- OR PRDPo.20 DN -SE 4NNACE TREATMENT AND GSPoSALM 515TN'A AS OEFBNEO MYYCBE J31.O&Y2). F.S, AND RULE BNE- 6.009, F- (2) 0R STOP.IINN ER FOWY MAIN$ AND RECLAIMED NNER PNYLM£S SaNTaRV M STMN S£NEF$ waSEwa ER OR (n) VACUIMI-TYPE SANI ARr SEVER OR SICBM BWF STALL BE LAID So —BAT OAT50E OF THE WA RR NAM IS AT LEAST SX MO E$ AND PRE —URY 11 WEE$ A— W AT LEAST 11 INCHES &LOW RAE WTSIOE CF W OW ER PIPfLME. HOKELER, AT O PRYFMAGLE ro LAY RE WAER MAW ABOVE RE ORIER PLP .. NEW OR RELOGIEO, UNOERGRGAND WAER MAINS CROSSING ANY EMSTINC E FRGRISED PRESSURE -IIPE SANITARY SEVER. WAI-- E IERWNAER FORCE MAIN OR PIPELINE CONIEYBNG RYCLAWED WAER SILL GE LAID so RE GUTSIOE CE RE WN EF MAW Is Ar LEAST 12 WGffS ABOVE OR BELOW RE ETSIDE O' BE OBAER PIPELME. HOWNEFI. AT AS PEIERABE TO LAY BE WA ER MANN AGOIE WE OBER PEfLWE. (P) Ar THE uRArY Lw&svNCS oESGPAeEO W PAR -S (A) AND (B) ABO E, OE RIL LEMGW Or WATER M PIPE SHALL BE f£NERED ABODE LR BELOW RAE OTHER -- S0 RE WAER MAIN JONNTS WLL BF 4,5 FAR AS PoSSGLE FROM RE DRIER PIPELINE AENNA —r, AT SUCH EOSSMG$ RE RIPS STALL EE ARRANGED So ROT ALL WAER MAN .AGINN ARE AT LEAST RARE£ FEEL FROM ALL ..Y.AN75 M 3"NEF$U STOW SEVER$ STMMwa RF POKE MAW$ OR PIPELINES OAV IENMG ALL WAER N AND OR PART M LF EAPER 81 -610, F.ACN AND AT LEAST SX FEET FRE ALL JGNTS M GIEA NTT- E PfE55LRE -TYPE SANITARY SEVER$ -SE-- FCWLE MAN$ E RK[M£S —HAD REGAINED WW ER NOT A—AND UNDER PART M CF EAPRF —a F.A.C. (3J SEPARA BLW BETWEEN WATER MAWS AND SANTARYW STEM SEWER MANHOLES (PJ NO WREN MAW STALL PASS BARJUE, OR CLUE W70 CLWTACT WW, ANY PART O' A SANITARY SEWER MANHG1.. (U) BAPdIE. OR COME IN O CET Cr NAXR w7', ANYNPART OF A STEM SEVER NANHOE M INLET STRUCTURE. 11 OR (, FLWL'EAMAMS RECLAWfD WA ER PIPfLM£$ AND ON- 9EYSEWAGE TREATMENT AND GSPOSAL SKEMSWNW OR M—ED FINE HIDRANTS W. URERGPNMO MANS SELL BE LOCAED SO WAT RE DRAWS ARE AT LEAS RARE£ —1 FROM ANY EMSBNG E PRLY'OSED STEM SEWElR IITORNWAERC ECf MIS) GR PA°fLMT O AND PR:FFRAGLY EN FEET, FROM ANY EXISTING OP PROPOSED VACUIMI -THY 3NNATANYASEER Al LEAST SX FEET, AND PPEFERAB r TEN FEET. FRE ANY fXASONG OR PROPOSED ORA NTY- E PRESSURE -THY SANTARY SEWER, WWSEWARR FORE MAW. E PIPELINE CELfrBNO —A— WA ER NOT —A ED ECYR PART M OF CMAPER BT 610, F.AC; AND AT —Sr EN FEET FRKI ANY —BAD OR MOPOSED YW -SE SEWABC TREATMENT AND GSPOSAL S*EM' AS DE— M SD BE —5(2). F.S. ANO RUE —. 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Ra.a �, _y SO NaRH _„ IN le!R,P N NHDLE yy �asN =t-l. x FIRE 1— AT I,m LFa , Raa,G'[•PNC nw {,'; zzs !- C'`PMf� E \.;.= r a C5.4�. , %;'x C5 8E PROPOSEG FORCE MAIN PROPOSED WATER MAIN PROPOSED RECIAIM MAIN -RU- PROPOSED DOUBLE SANITARY SERVICE PROPOSED SINGLE SANITARY SERVICE dh PROPOSED DOUBLE WATER SERVICE d PROPOSED SINGLE WATER SERVICE d`e PROPOSED DOUBLE RECLAIM SERVICE d PROPOSED SINGLE RECIAIM SERVICE © SANBARY AANHDLE FIRE HYDRANT PROPOSED GRAVOY SAN- KF,V MAP J J W -z waa W � Z w a N � m Q Z Q z � Q z J o m � r > r o � m � z z Q 0 Z !n o z oz m� v m �m az Y 2 Vl z L� �o ,\, s W. Ra.a �, _y SO NaRH _„ IN le!R,P N NHDLE yy �asN =t-l. x FIRE 1— AT I,m LFa , Raa,G'[•PNC nw {,'; zzs !- C'`PMf� E \.;.= r a C5.4�. , %;'x C5 8E "M N C5.5 LEGEND 4 IN �s� ass \ fix— PROPOSED FORCE xHIN W E o 0 EttO I _ � Av— PROPOSED WATER N9 .t y ,n9n\ �U— PROPOSED RECUIx MAIN I S a 3 o a ■ \ \ I PROPOSED DOUBLE SxN11 SERVICE I C5'6\ GRAPHIC SCALE $ 5 5 0 �G [ ^' EL \ \ PROPOSED SINGLE SDNR SERVICE — T ME [ urc Ixro ,nE rip Cb PROPOSED DOUBLE WATER SERVICE (fix tsxm ) E PROPOSED SINGLE WATER SERVICE ,Q CS.B . \,�M,n U:EV %\ \ \ 1 inch - \ \ b6 PROPOSED DOUBLE RECIAIx SERVICE PROPOSED SINGLE RECIARI SERVICE \Y \ \ ® S,NIT�RY MANHOLE 1 \ * FIRE HYDRANT �J7�, 1 d \ \\ 1 \ \ \ \ PROPOSED ORAVOY S,NRARY j NI" e S a U 1 � PxsED ' P,G FDRGE W,Ix (i) BNB- TEE \ ® J 1 a E. W Ix R- UR xRL 1 P-1 11 FDAIE \ � W 1 3 = = z w a a S ,4 Rp n PWE ENI W R E uu xl Iw x 1 (2) s WAePgp OF Wggy 9 w Z \�� \ \ \ \\ \ \ F \ �MFl P SEC OF 7Rq RTES - n cuncx a N v 1 n\ 1 nON NSPOR? e rzE W 1 wmPew [ooT o nc [D x x \ rP 5 B[xo v.u2 - tiTni \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ �� 0>S�ZSAj �N,B xE a ,e�T TDx \ �� L R"T AN xv x \� ���� FLUE \ - l/ \ \ ; AN nw v 1 () F WIVE, �\ ' " \CTb NT8 Q `\ \ _ N A A j 0Y w E n- ra,E,ii xE 1 EA r eox ,\ , RR ° n xE Tox L G> ,i•NO \ \ \ \S / ER ToRR o �Ess RE N V - �" x \ m —IINS V[RR, v _ Q ,rain swxP�E 1 ; x[ - I.I. v , z " oa.M nT REx o °" P REx Tx E� ' mx[xTEroR m xEmn i TME ,.o ; i / d m e• s xE uTE � oxw« ° m 1 A CEP � , " � �• fi ! %, i _ \�' � - ° � � " " m x. MAN a 3x, A Y z x• MANHOLE/ _ _ — 0)22 1 z �o x/; �_ „ G xe15 14 a m R, w ro p, \ 4 !_ , n x 1 o (2� sPRExR� �) ; , %' �P % P xx x. �. " :�" D BE xE N ED I _ as" PLANS OF 1/ 1411 j' "RAP .HOLE — / IN - -_ of \ (Me A 11 LF IL :. �„,EE , - - - - -- 1 xE mD rin Ha/ =. IMIF a 17 � xR #55 i J ^x ,. n., ME Jim R u " , 14' _ oNp�yt �/ rzs; j;' SAS. "aiRR FRDU aRCx DF cwB nT Div 17.1x ci HD. 28913 ,e" xxxxo7E - b Nn 5[St.24 % �' o - xv mR - r.,, Pvt REGUn o wux S GOT 2Iu , • ® , , _ tTs -AT PLE j \ 0 � e 1 2n Win' %N T j ¢s xxD I --- 1 ro a 1 I �" 12 n.T[R xvx - z -- 3 xIERYnd � NV ME 2R. ���/ iRREL,TfoEFni UI xPROV[u[rrtsfYr 1 �' 111— IT.EF.EP G..GA°ai"s, (1)"GTEEW'LVE R�gtr' F \, SAN r'y 4 IIE ­E f �' �, a A W E Nou Iwo, s w"f nDN N �, DDi ;• a,E vALVE v a S , � v N j'' ao _AB +x % �' ;' 9BNB''x ]o - w Ie: GRAPHIC SCALE s $ s AN xxn Yv �N `°•qL,a P) fl am LF e- ro� [[ 1 P) By eE o /,[[� REF"cE R DEFA f1° ;'/ NA , N V �cu vsi• ;�' ,� axe �� CROBBSING 137, IN 1. UJBN AN _AG lafl ��,. �! MAMAAAAA 1 - IS p) fl^,t xD 1sD , .14 Tx U roP ,xs, � � �•:, — — — 1 as x o [Ni Cs.2 Cs.s J C� "A crm,"D IGB •�. Z o ,Ex �N(D) 4' EREDDAD Na Me '9 „a / % %� '';,\ •E I css css� i cs.7 r _I 1 w w a a w ,,.: B N NG I e� ®e` a( )� \,o: D BEFD' gT /L �ID]Ga ♦ .(R) (» rifl',E[ / !S• �M N �i NN _ -m - o � () LA o RT w <, D E aLxE q � S \ KEY MA % s o xE ] Q , P) 11— e[xD w o cRDS41 .M' % xv rc - ]n¢s �� \ m _ I�- - - - -'- _ ••, Asa sx roP 4 N.: - f ' `, aq' LEGEND z SAN roP Ix �V (2)nS xGxo% Q oo 1� \ �M— PROPOSED FORCE LM N O Z T — S 1 -1x w IDELAID IN 1 ///---��� (» fl1e�"FEE - r Al m IN 15P - _ �\ \ / � —W� PROPOSED WATER "AN r � 0I, �00SE[ S.-EN _ ♦x "DRD OLF �� \ 8a -'/ Ili: *DATEILIE+ \\ - V.i / AEU— PROPOSED RECUW eHN J m Q� )§ I I I I ;� (j xD PROPOSED DOUBLE SANITARY SERVICE e 6 ro P 1AN 1 .0 D "aD BT wx N A o, „D] !'ND RN S ,] d S - Ixv x - ]ex �x mr - ,nD] I „ = - \\ PROPOSED SINGLE SANITARY SERVICE a Z _Ixv fro _ PROPOSED DOUBLE WATER SERVICE 1' _ I Y 1 % m' I' �' Q NN - - -- ' - -- d PROPOSED SINGLE WATER SERVICE -- ...2 ,U N ~ U RI -- _ _ - -___ - _ -- PVD N •' PROPOSED DOUBLE RECLAIM SERVICE — u R 22Y BEN) _ __ I " _ _ " --- v ,,, �d r I - _ - - - -__ d PROPOSED SINGLE RECLAIM SERVICE I • - - - - - -� � 6• we WIFR MAIN i � i - -- � / • lOP= � _ "� � ___ —__ —__ � uY x4N U �'I Drys 0 1 I cnDGSlxc Is, I e, __ _ _ SANrt L HOLE - TI - ' — — i„ Sw ,D.tl n we REMAIN 9 - -- - - -- x• w[ xe,ER BAIx ___ Plrt III - - - FIRE NYDRANF wll , uNx _ __ __ I __— ______ ,I _ PROPOSED GRAVITY SANYFARY i - -- ------ -- a - - — - - - - -- NNn -„ -- - -- --- m �; � ,] BEND ' wD x[Dw xN I I - - - DRA -- -- ,C unxnw ' - - -- _ -- uARx FIRE xxDR E —� - - — � xATEx M. - aRaBBI � � fl- E� NN a_ a aR x mxxun f,. r= s 1 l„ R of NAND Ra _ ,fl,R N _ (:) ,• DA': "";EE 92:11 I I ,» s>o ( N Pau - (') (z) ,s e P �) 2) +xBE II B I Gp IDLE s fl[ND o 1 \\ m B "«N D E .v N- .a.D J w IV N IV N y `•, rn Nv ° v l'�`• i,/ _ I,a w.+>;NOn yg - -(a) -B xEND IN 1 / w N » ro ,,.v'r fl' P� a D.Dx LF x PVa a D. B ND. 2.11 El 63 I I U ill „x •; � ;%D Q sE[ c w ONO' F: _ \••3. g 2 ryx i i l l i i l ' • � u, l - „s Y' l • „D ,3, al' I ] G� E ' x' E l l'' ,) fl ro 1, I f�... � I 26.25 ®0 0 4 5 12.50 Fire Truck feet J Width 7.15 / Track 7.15 Lock to Lock Time 6.0 / Steering Angle 33.1 Ifl II / E/ TURNING RADIUS SKETCH REAR OF HYDRANT / I II e/ ,LTD FRONT OF HYDRANT FIRE HYDRANT CLEARANCE ITI N IBI L—E, 1111-11 12-IT W E e S ®� o° n, is l� riooB Do,Ve a �s.�—,.1 s M,TI cIe eisvMl s K e F'�rvran ien szi�" .FF IGPMI ,n�o s� GRAPH]C SCALE 1B, o 0 0 i _. �• \ ✓ d - - - - -- 1 E y \ \\ I- 3 J W Z � " -Z waa w � Z w a m Q of Z of Q (r z z z (e vi z o 0 � o z_ O m U m D > Y m Q � (T J C < H Ch Q Z Q Y m W z 0 '0 ' O I1 r O - O o of N � I I Q U U w mw DETAIL 11 4N ; DR NT t�n FIRE ACCESS NDTES: � j 1. FIRE DEPARTMENT ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO - SUPPORT THE IMPOSED USADS OF N TONS FOR FIRE APPARATUS AND SHALL BE PROVIDED WITH AN ALL WEATHER DRNING SURFACE (NFPA 1,18.2.3). _ - 2. THE LOCATpN OF THE FIRE HYDRANTS SHALL BE IDENTIFIED BY A BLUE REFLECTIVE -- PAVEMENT MARKER. (N- 1,16.2.3, SCPLS TECHNICAL MANUAL) _ =_= - 2 112 1 1NI /E o LEE LIIAIALLI "HILL C111 R FLPNGE RPDE /+, — NI -1 111 1-11 —LIT IN111L �E ON 'BEET III I. D u 5 M� - HALL BE ' INLLAIROM I REBAR COVER CnTE voL 1oiNT 2 MPND T HEED BBIB OR THE O TEALL BE PwMEp vELLOW iN PLACE of PLL THREPD 'IOD,IAI N IBI L—E, 1111-11 12-IT W E e S ®� o° n, is l� riooB Do,Ve a �s.�—,.1 s M,TI cIe eisvMl s K e F'�rvran ien szi�" .FF IGPMI ,n�o s� GRAPH]C SCALE 1B, o 0 0 i _. �• \ ✓ d - - - - -- 1 E y \ \\ I- 3 J W Z � " -Z waa w � Z w a m Q of Z of Q (r z z z (e vi z o 0 � o z_ O m U m D > Y m Q � (T J C < H Ch Q Z Q Y m W z 0 '0 ' O I1 r O - O o of N � I I Q U U w mw 11 4N ; DR NT t�n I.00EIT FEECE FIRE HYDRANT ASSEMBLY N IBI L—E, 1111-11 12-IT W E e S ®� o° n, is l� riooB Do,Ve a �s.�—,.1 s M,TI cIe eisvMl s K e F'�rvran ien szi�" .FF IGPMI ,n�o s� GRAPH]C SCALE 1B, o 0 0 i _. �• \ ✓ d - - - - -- 1 E y \ \\ I- 3 J W Z � " -Z waa w � Z w a m Q of Z of Q (r z z z (e vi z o 0 � o z_ O m U m D > Y m Q � (T J C < H Ch Q Z Q Y m W z 0 '0 ' O I1 r O - O o of N � I I Q U U w mw NPON'l GRADING PLAN LEGEND: W4 —A-'O PR.P..D—E A WITI�ZWO"AII �,o EllMN, G—E P p.. R D I.—R GRADING PLAN NOTES: 4 E.—GI.—R s GRAPHIC SCALE 'LG=T.E."'L�PROA'D�EA".'O'�'I'OE'T'O"OPEDE —AlE DR.-GE --R- A— 0— OR . N— eE NALL PROPO.D —E 1. TIE PROPORID L�R.�El IALL ATI. T.E E.MNG GR—AT 1a —T T.EPROPE A.�—. 0--R—OPE PERADA L `Lo.DA_=G, DE 'L IDE LOT GR-E "'L PROIDE A "N"" 0' ""'LOPE PER _ Or __ER —NG �L DI To_ IEN— D-- 10DE a E. ­ EIA IEINI ALLED G RI DIORI-D I -T' RNI- D-MjN _T— To _E —_ _A— T.AT _LL E GR-ED ­0 -E L 0— NOTE A AR I�Go lAlllPoRL0lolEA-lpRorlDR C71 C7.4 TU'RE-LL RP- NLO' 11PRO—ENT1 -TIIN ME RIGIT 01 IAI 11L IE PER11—D T.R_G. A _NoLE R_T O� PE_T c7 6 --------------------- _7 C7 7.7 T KEY MAP ------------------------------------- ---------- ---- - -- — — — — — — <-1 ------------------ < ch 0 C) < ui 34' LOT CROSS SECTION 1-20 u V, .. M , 0"28977'1'- L(0) TUSEAWII,LA ROAD NORTH ENTRANCE DETAIL C7.2 2� W" — -- 1 —� - -L— f - -7 -- y r N 7 GRADING PLAN NO TES: / L.P.- O\ C/ .4 \\\ xousE FORnm :mmum oFSFEE'r ory a.E StDES. GRADING PLAN LEGEND: W e E w� rvE PO- DD R-. S-- DNwTExTxEE- s<N.DRwDESA- PROEERTE k° ERAPAIDGRAEE nm -MER RKGs oar - FERERors« T oEm <�s�oeXeXx�Tfo. e o o o M`oxx S eDE_N cone vEmmAa�mom oEZ.osscxoss sEORE eERnDn nrvD EL AREA // \ ; suREncE DRmmAcE EDOwaeROw GRAPHIC SCALE s $ ¢ 3 �v DD1T1orvTOTxEIAEFARDSw�ESTxwT, LLIEGRADED-0-EL -1. /� /� PROeoseDSw�E �E �A. �Dx Es�T ,...� DD �Tx r>ER D �� m - � ,� a ono C7.4 - J � — T [C Q o 0 IL t KEY MAP —a z 1 I � pl PROPOSED GRADE Q C7 w 20 z 2' CLEAN FILL IMTCH EXISTING GRADE TRAIL \ IMPORTED SOIL FROM _ O Z 6ROWNFIELD AREA 2 �_ EXISTING BROWNFIELD IH M Q ul 2' CLFAN FILL � m J � ' EXISTING GRADE w i a z .IEoxrvw.x'' EEeoEr EoE rxervevso"o"'ooxE Q Q Y \ \J \ \ z uT �E rcrA4 iN N� \ c ��°Ed T ME�c�rv,E„ L�E,rv�a,rvE�oaM o � oo ENO °xs "'OEz ��oEr�ry -0-F SECTION 1 -1 \ aas r —7717777----- -T - - -- — a =5i I POND Ell —1 A FiEL-D REA s — o sa �i -� c7 AMENITY AREA PARKING LOT DETAIL -��— - E EE9 _ Eo i �M E C7.4 a v 1 Lt7 1 / ° � z OND P ,® 1� rzs � v v 1. IL I-DID LOTI GRADING __ om T.. oNgsxa._ D x0__T ON-L D x A s nrvD r0owuneuaumccoDSr nrvonaD SwnTes'r DIO..Lee `F�III� pERCI� Ovi ASSN S> _ T CEP T of � 434 pF SEC \J'AR,, p 2SAPZON _ \�\ a : —_ r X431 n a ry /� N W E e S GRAPHIC SCALE s9s , I�nN 1s1 1 GRADING PLAN LEGEND: PIOPOID —DE k0 CP.OPO.D10 -0- U J - -- -�c�— -- ex:nmc corv'rooa J � -- P.OPO.D S\pgD¢eP�ownaao W Z � " � W � Z w � N mQ Q 0 0 o z z KEY MAP ° z > az Q Q Y 2 d Z Vl � O U a a D. -71 C7.7 d/1 SR 434 ENTRANCE DETAIL m -,_,® ® ®® :� • ,� ®, ® �® PP '� ' �+ ® ®� i® ,'��� '',I ® ® :® _ ' ®.�- �® �® ®I ���® ®,®� � i � '® `$' ® ® � �® �® � ®�® � � ®�!a,. '® �� ®���® e� ®�® ,® ,® <® �® r® ,® ,® ;�� �® ®. ,� � ®® <® ,® �® .® ,® , ®® ,® �f •® ,® �� _ ®� �4' � ®_ ® ,® r ® ®,® ,® ��® �l: � � � �� ® ®,® ® __ �� ,® M® ® ®�® � : ®:.® :� ,® �� � .. ®., ®_ � ,® , ®.. ®. ® ® ,� �, 1 ,. - ®,. � � �® � ����, ,® ,�,® ;, y ®— ,® ,® ,® ,® ,® ,® .® ..z ,® ® �® �® .® �® ,® ,® r ® .® .® ,® „® „® ,® ® ®T— '® — .� .® �• - - -� a—�::® I . ..E—EW MN, e."� E` cnox�\ .xoE E n" RIVERWALK COURT (ALLEY�i 1� \'mss., <,E I o f " xxE.= "x E& PHASING DETAIL AREA 91 II �1 T I I 1 ',I 1 I l I . 1 1 1 1'. a 11 1 x e rouse z m eanx T- - -- - -, -_t \ x x xx – -- - -- 1 PHASING DETAIL AREA 92 I I' II I r xxox e wn ,o- ex roEni - - -- I PHASING DETAIL AREA 93 - -- II. I I 1 I MN �l.EBE " TILE BE LfFFSTYL NT —(S-1 t - - -- - - -- - - -- - -- ���\ y y I , I I I I I I I I I I I I I I 415 BE PHASING DETAIL AREA #5 PHASING DETAIL AREA 94 -EN NEII PHASING DETAIL AREA #6 12' ROWN CUES TO BE KINED ��?xnse 2 l ` L_________— jL I I I lii l PHASING DETAIL AREA #7 N W e E S ® o = GRAPH]C SCALE s9s I 11I Z w w o o a –z w waa a mQ ] Q o � z Q z O o oz cn Q� m I ) ~ Qz r O w � � � O r r u ® PHASE 2 AREA ® PHASE 3 AREA KEY MAP o\ r N I I Q U a . r L �f-Y - E Hx lflp -.. it_ —* x- I I I I I I I I I 111II{111 - � � - - - --L — *� - -- x[ nox N x a I IJI PHASING DETAIL AREA 98 i K n[x nws[ a mxrcnox is i / PHASING DETAIL AREA 912 1 - - - - - -- -- - - ' i «e a f � ° I I PHASING DETAIL AREA 99 xnex rouse 2 [O N—Dx 6 woe \ \ PHASING DETAIL AREA 913 I I I - a III�III ,� (CAL ..Ex A "M a UR " N K D fi PHASING DETAIL AREA 910 \ / A ews[ a coµrnxw K A,rc \ PHASING DETAIL AREA 911 I � I. I O I` � I I �xzsr3 II 11 11—N D I' I \'Ip PHASING DETAIL AREA 914 N W E S GRAPHIC SCALE e a n <<I- all oho J J Z jQ� w -z waa w a m Q 0 z Q z �o � z = 5 z z o a CO J Z Z � Q Z o z o � r of ASE 3 AREA II _ o Q U V MAP U 3a� >rt✓1 c� ® PttASE 2 AREA ..—Al • D� EME rI.E. PHASING DETAIL AREA 91 1�—W ' 1 H � i E R "m e - xc "v HMSE - '\ � r mlLm EASENExr N ory vALNx \ HENS" ED NAPE) IN11" 111 11 - -` -- 4, -vE , co a,RUnox , VSEN[Nf ) ., x[mlcx 6 —E) --=FRE n 1 t\ GATE RAl" IEI \ - -- PHASING DETAIL AREA 92 M BE BE �rWLYE oD RE REN , +— - II •� Ilan vsE -- m M. ' -- — OO _ (ro eE eo -NCO= °Q - -- t— IF MHEN O , xdFS Ixv " - _ Mn EARMENT l -- - -- — orE vnwE (ro Fc R=E o roRMR. s>-eI ,o rnremLCO ���� I. EA HE wLVE s urutt vsEUEn j AN !1: -N— E----- - - -__- rl __ NN E - - -' -- �f 1 w = I. I y_ n. - ----- � "Na"' ,. ^_• �! fl PHASING DETAIL AREA 93 ..1111pE o—. — - -- EN -2) E R CDrNEnMw I= M,�E, R, MHEx H E , .x Eno.. �E, ro BE r�,RrRMME. NrcH = PHASING DETAIL AREA #5 PHASING DETAIL AREA 94 OO roEN -2 --N IT M,Dri 0DERE RED ED �oM,EnnN Is L«x) _ (ro eE eo -NCO= °Q xHE. p—, sECO E._ rs w.oE) `� O � x w.xEl O , xdFS Ixv " - _ Mn EARMENT l -- - -- — orE vnwE (ro Fc R=E o roRMR. s>-eI ,o rnremLCO ���� , rc",c R"LW coxrEnw Is"�iuoE) s' urun EwsExExi lk �f 1 w = "Na"' ,. ^_• If "a4 WED 1DNNE�,•x IN IMoE� FIRE --- '-- I'- -i -_ -_ - -- NH BAN H _ BE V�i e ----- -_______ \`\uv _ ____ ___ _ __ ______ ..1111pE o—. — - -- EN -2) E R CDrNEnMw I= M,�E, R, MHEx H E , .x Eno.. �E, ro BE r�,RrRMME. NrcH = PHASING DETAIL AREA #5 PHASING DETAIL AREA 94 PHASING DETAIL AREA #6 —"n��,E "t N"�R 11-15 ON OO roEN -2 --N IT M,Dri 0DERE RED ED �oM,EnnN Is L«x) _______ nECO1 m Lr C We • onMt - - 1— EIE�El - _ Mn EARMENT l -- - -- — GATE S aE NNxE _ .R.R B W CEO �f 1 w = "Na"' ,. ^_• �ro "a4 WED 1DNNE�,•x IN IMoE� xE A�� ,. PHASING DETAIL AREA #6 —"n��,E "t N"�R 11-15 ON OO roEN -2 --N IT M,Dri 0DERE RED ED �oM,EnnN Is L«x) _______ nECO1 m Lr C We • onMt - - HvSE t ,- —E YALNE l - - - - - - - - x - y_� - -_ - -- .- - _ Mn EARMENT l -- - -- — GATE S aE NNxE _ .R.R PHASING DETAIL AREA #7 N W e E s o= GRAPHIC SCALE Y mom,"- 001 - LEGEND �M— PROPOSED FORCE MAIN _ PROPOSED WATER NW IN PROPOSED SANITARY SERVICE PROPOSED WATER SERVICE m J ° J ® SANITARY MANHOLE * FIRE HYDRANT PROPOSED GRAVYTY SANITARY [ MLOW OFF VALVE a - m w o o a w � Y UTILITY PHASING NOTES: z w d o � W 1. WATER MAINS MUST TERMINATE WITH AMAIN LINE GATE VALVE AND BLOW OFF AT THE END OF EACH PHASE. w Q rz 2. SEWER LINES SHALL BE EXTENDED FROM TERMINAL w '� MANHOLE A MINIMUM OF 20 FEET FROM THE 0- PAVEMENT INTO THE NEXT PHASE. m Q Q 0 z z g Q J d Z J Z O 0 z O Z (n U d � J � az v1 r u ® PHASE 2 AREA ® PHASE 3 AREA V KEY MAP a „A� pal i % i Ill II hll II I�� � vu W MT[ zN �RVr roR 2 vE� I IM "ExxIEO�°P�E I ' I I (,o BE R[uovm - I wraFnlox Is woE) 4 — (roz azowEUOexo Ixv I� ,O e[ consEx E xnH Fws[ , PHASING DETAIL AREA 98 I. R_ DDE. R � i x. -E. EE" _ �x � xEENxEx___ Ex P„�E , - - -- �I ,E NE PR - - -- wxxE... C IEO HATE xw xxn , + PHASING DETAIL AREA 910 wE DON E I ED .HER Hx E , �x ° E; —E I PIF32� 1 u IIY EN i 1 PHASING DETAIL AREA 912 1 P //d /. R_ "Mx N"' xND RE mowx RATER =FADE LIMB - --- - -- — — s - �. 1mu orb. xnw[ t.NW DOE N—E ON 0 IjI I RLax oiv ssi i mµ[ E RE ED ID D. EASI I J I xrc woo IF n[x PHCSE a`EDNNE lwxl°s"x�oq OO PHASING DETAIL AREA 99 e � , _ 71 OF D.1111 INI NE MI N, "max x�„Mw ISIS Rx -E ­E RE—M D,Rxn NU ED W71 w PWS IDZ PRx '� w E ;' " nn. W PHASING DETAIL AREA 911 .N� ED � 1.�[E) � 00 1 INVg_ EDNNE-N R ,D x LOTS ­11 w \ \\ WxH _RUN I. D PHASING DETAIL AREA 913 ® PHASE 2 AREA ® PHASE 3 AREA KEY MAP N LEGEND ­FM- PROPOSED FORCE MNN "+E M� PROPOSED WATER MAIN b PROPOSED SAN— SERVICE S 5b PROPOSED WATER SENILE GRAPHIC SCALE ® SANRAW MANHOLE * FIRE HYDRANT PROPOSED DRAVW SANFIAW R Fee, 1 r, S BLOW OFF VALVE n UT I LIT/ PHASING NOTES: 1. WATER MAINS MUST TERMINATE WITH A MAIN LINE GATE VALVE AND BLOW OFF AT THE END OF EACH PHASE. 2. SEWER LINES SHALL BE EXTENDED FROM TERMINAL MANHOLE A MINIMUM OF 2D FEET FROM THE PAVEMENT INTO THE NEXT PHASE. als W L. DIRE.E. x� �11- NxIE- EEnro�, o, n Pvc IN o..Ox I ^ PRESET , / •xE# N y� NN sx _ I ;x xxµ�E 11 �77 . PHASING DETAIL AREA 914 4 VI ISaa � PHASING DETAIL AREA 91 \ N PHASING DETAIL AREA 92 0 sse 4611 11 � - I 41 PHASING DETAIL AREA 93 5 / a3 i PHASING DETAIL AREA #5 PHASING DETAIL AREA 94 o � 1525 \, I PHASING DETAIL AREA #6 it PHASING DETAIL AREA #7 N W e E GRAPHIC SCALE s9s o�oo GRADING PLAN LEGEND: _ k0 PROPO :ED C--- J � CY w o o a w —z waa w �z mQ I i � z Q < C o cn z = o oz z ul z o a v1 Q m J z < 0 az Y 2 Z � z r ® PRASE 2 AREA Q� U ® PRPSE 3 PR. KEY MAP of a ¢ U U 3a� lRIIE c� 53- - I I I I I v I I I I III mss; -- i -`---- - - - - +a E sa PHASING DETAIL AREA 98 I s\ PHASING DETAIL AREA 99 e � � i / r / o - ,iz— 7a mss, / 1 PHASING DETAIL AREA 913 I - I - � I I I e.,, 11 Ille I�50� 41 F PHASING DETAIL AREA 910 1 P V A V` \ \ At—\Ae PHASING DETAIL AREA 914 \ b o � ,4 \ PHASING DETAIL AREA 911 N W E v 8 a3o- GRAPHIC SCALE $ a oho GRADING PLAN LEGEND: k0 eaoeosEU canoe - keaoP,sEUC onoou J J z j o w ooaw z waa w a � � o IL m Q z Q Q C, °- 0 0 z mo cn z = o 0z m z o am o m Jm 0 < 0 az Y 2 Z uj � � O z r > u Q u m Q U c� ao.:as�a 3a� R .cam III I PHASING DETAIL AREA 91 . aub•nroxP.o.N. 0 PHASING DETAIL AREA 92 - - -r - - nn m ,a .os -w . - - - - -- I I I I - I' 1- -Irx s. - - -- -- I 4 u - - - - -- I I f�---- - - - - -- PHASING DETAIL AREA 93 — — _-7­4W —_ —_ �R ,r ,u, rer ro l - -- — — Illj�l;Mp — — - -- -- -- -- - - - - -_- DI H. INL[1 - " --- xv I - 11]430 NV o I IV 1 1.21 II os- s u� PHASING DETAIL AREA 95 PHASING DETAIL AREA 44 PHASING DETAIL AREA 96 1­0B TO STUB INV ZE.ITL lLET. :NV :111 NI INI El Iw E - ,35s I r ao• no5NV, 5 if N• i nD 1p - - -- III , I ------------ PHASING DETAIL AREA 97 LEGEND C TYPE 4 CURB INLET TYPE 3 CURB INLET s MITER END SECTION TYPE C INLET 0 IIIIII�I� II r k !� VI r Illllfl J �J 7m f KEY NLAP �« J I I I I I I I I j I 1. µ n sa 41 r [ = as:ie I ram os- 1 ° .1. x - -- sB°�macj" EL u I I Q U ci N0. R 9l3 n PHASING DETAIL AREA 98 gin; I UNTIL IWE *1 i a PHASING DETAIL AREA 96 1­0B TO STUB INV ZE.ITL lLET. :NV :111 NI INI El Iw E - ,35s I r ao• no5NV, 5 if N• i nD 1p - - -- III , I ------------ PHASING DETAIL AREA 97 LEGEND C TYPE 4 CURB INLET TYPE 3 CURB INLET s MITER END SECTION TYPE C INLET 0 IIIIII�I� II r k !� VI r Illllfl J �J 7m f KEY NLAP �« J I I I I I I I I j I 1. µ n sa 41 r [ = as:ie I ram os- 1 ° .1. x - -- sB°�macj" EL u I I Q U ci N0. R 9l3 n PHASING DETAIL AREA 98 gin; __ --- --------- I - -- __ / . DRDx Ixiy INx x � / .' a1L P.Pbs i Ce - fle DRNLL+ — — — — — — — — — — IxN s - ,ssfl 0 1 LO:, �:'b INx N - ;sss - u U, Ifl - -HP o o.vx Ixv x - n. . I Ixv s - .I.0 I -�� - - \ _ - __ ---- = Iw O s.aA AD�HP.Da I I I I - -- - - -- --- - - - - -- — r - - --------- - - - -" , - -' - - e'n - N": . E --- ; f — — �; ------ - - - - -- - — — — NV C .—Hp D fl,xH_,D -- — fl II E - - - -- -- — X11 IEl . fl. - —____________ r LE te` Am—., O .1 NUE1 — __ =Nx_am PHns ' �:Nl = aD g fl' NI ILx L - ,fl.a � \ � � . \, ai Li iI A_HP. D.— / PHASING DETAIL AREA 911 PHASING DETAIL AREA 99 & 910 Z NI IV Ixv - wa�� �s ° ,fl- A \\ cB �,D N1 NE NI N / j;; >; PHASING DETAIL AREA 912 x� PHASING DETAIL AREA 913 \\\\\\\I N LEGEND 4 STORM —HI W E ttPE 4 CURB INLET S ttPE 1 CURB INLET GRAPHIC SCALE NITER END SECTION ° D WPE C INLET / IN PROPOSED STORM n- ® PHASE 2 AREA ® PHASE 3 AREA nrr 1 L, , .� HP .D.— 0" ' j2D 11 NB . D. ANNOLE a \,fl\ N fl�D N1 NE C. 11 INIEI .� _ .. PHASING DETAIL AREA 913 B �g¢s aka In- J J KEY MAP o 9.m s =H KH 6 ,wD1 i 1 IP R IN m d o STREET A ® Q 9 STA. 0 +00 - 14 +00 SEE C9.1 FOR CONTINUATION Q w Q z 'o PN S A: 11+12.40 PN P STA. 14+21. EL'N. 51.1 53.12 d z Z (n N W GRADE ELEV - BREAK STA 41.13D Dn00.D0 PVI S A: 9 +61.09 100.OD HIGH HIGH T. STA: 15+it.18 PT ELEV: 41.74 O W O Z U LOW pT. LDW P STA: 10+85.5 ELEV. 45.0 PVI LEV: 95.]5 + Q Q W J LV : 100.00 ry f O m W GRA ELE E BREAK ST = 40.08] - M11.1 PVI py STA: 2+2D. ELEV: 43.6 PVI STA: 3 PVI ELM 3].9] 1.82 HIGH PT. HIGH P STA: 9+62.1 ELEV: 95.8 a u � < Q Z K: 85.19 VC: 10D.OD K: ]6. LVO: 10 00 - v °o v os �+ Q y HIGH HIGH T. STA: 2+3 PT ELEV: 92 9 994 W PT. STA: LOW PT ELEV 3+40.OD 91.98 °i m y _ _ 11 -El z Q L� O i - W �[ _ ID m artsn - -0.81 1 III 2051'• S,r �. cROwD t2• B' REDUCER , Dm 0.63. B -- o e• 17 Ko _ C - [ 4 IF 17 ID III • - Em•.1 e0. - -El arz v4 wu x l lr 1- V t9C Rc a Q U U _ -3374,5700 OEESF - . O PROS N0. R89I3 1.1 - - 44 OF 161 =DS - D.20K .m fisEi - - » :Nl E -x. 5 - 1e.R4 D,m.93 ST +a"uu.N .E INI m D m �TM C f may. .. 1 - s0a � r � w w 1 4, D. „ R,m NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL 9, D ,D DD ,.,m ,a,m ,= VERTICAL SCALE' 1" - 5' � BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. HORIZONTAL SCALE' 1" - 50' a, PN P STN: 14,21 ELEN 51.1 153.13 34 PVI STN: PN ELE K: 9 19,47.78 : 46.52 .93 5 HGH HIGH T. STP: 15, PT ELEV' 41.79 1.16 LOW PT. ST LDW PT EL 19159.6] 46.82 m$ OS xP Ix ,e" q6 _ Nv xn - aa.�9].16 Nv 5[ - 10.81 I1N Nx Iw SE Nv 1 Iw x[ 5,6. - ,6.65.]6 g, gg, f 0.89R �un 1YPE 9 INIEi lxxwl - _ Nv [ ,z.6] [ 11 Nx -q,i 143 Ixv x - �3.Sa 5?g.5 303iSBa _ G[[=E, - D., 1.1 IFE NV NV - -160 o l o [ S M.0] 55 lY MT MT MT MT INV E -95.36 Slg. - 3Ng5.91 P6o m SII >gB Ix SE - aa.3 INV SV - ,,.BS GEfSET - ,PM N6Nxq£ -90.5, - ,069 - 10.51 - 611 7!IT ,.g� n• R[cuu x g• rA vNLV[ — / — — —g [ wl[R rz _ — — U Rg IF NV NV IA STA. I OfES[l - .CO 5 41V FFANHOFE [5[i - g LF Pvc • 0s-w 1,10.1 T = inoo AN_LE HE o[,s[T NT 0 35 T IF _ - -10.00 s, it nP a - o. 5 NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL VERTICAL SCALE: = 5' BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. HORIZONTAL SCALE: 1" = 50 a U m J J W Z � " W a mQ Q Q 0 w � z w WW N UZ J i d Z Q Z O m J� Z Z Q Z Q Y : Z Z Q O U HP ffgp =. -Ma9m t.AO s.AO zrm arm totan NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. s }5 h�n0 B��m Gym taioo t an VERTICAL SCALE: = 5' HORIZONTAL SCALE: 1 " = 50' KEY MAP I NONE NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. s }5 h�n0 B��m Gym taioo t an VERTICAL SCALE: = 5' HORIZONTAL SCALE: 1 " = 50' KEY MAP KEY MAP NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MIN I MUM 3 FT. OF COVER OVER ALL PIP STREET C MTFrFnl111 -.&;L I.P. �po po ..p. EL 45 0 VERTICAL SCALE: I" - 5' VERTICAL SCALE: I" - 5 HORIZONTAL SCALE: I" - 50' HORIZONTAL SCALE: I" - 50' sir a-m_!;._�� 1.' 07 gg mom - MIN.- 111 45 0 VERTICAL SCALE: I" - 5' VERTICAL SCALE: I" - 5 HORIZONTAL SCALE: I" - 50' HORIZONTAL SCALE: I" - 50' O OZ wo Q� 5 J m 0 Z Z J Q Z O Q Y 2 o Z � O Q r 5 J O U OWxuexxOL[ - rsEl � 0.]6x arsEl - to.m a - to. aTSn - Sm _ a v v o � w o\ NV r ,C Pos- P i Ol G U SxR U VERTICAL SCALE: = 5 T —.1 - .1. E =RNL'�FN�'=T`T' HORIZONTAL SCALE: 1" = 50 ss Arr m D. :a9]a VERTICAL SCALE: 1 = 5' r�4q i HORIZONTAL SCALE: 1 = 50 _ NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL a�E BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. �Nm„� GRADE E ELEV = REAK STP 99.638 M00.00 _ orrs -t o.eAx rrs - - ,n GRADE BR AK STR = ELEV - ♦50.75 96.633 PRO—D 0 DIND __ - to B' GlF VBL �g�s= xFaasox _ -- J — �4 •D5-xP b nBBxY -- -- a U m J J KEY MAP KEY MAP Z jQ� �w STREET D ST' F STA. 0 +00 — 3 +00 1 " =50' w w a e- yKp� SEE C9.5 FOR CONTINUATION ® R GG -- a Z �o wa �� O OZ wo Q� 5 J m 0 Z Z J Q Z O Q Y 2 o Z � O Q r 5 J O U OWxuexxOL[ - rsEl � 0.]6x arsEl - to.m a - to. aTSn - Sm _ a v v o � w o\ NV r ,C Pos- P i Ol G U SxR U VERTICAL SCALE: = 5 T —.1 - .1. E =RNL'�FN�'=T`T' HORIZONTAL SCALE: 1" = 50 ss Arr m D. :a9]a VERTICAL SCALE: 1 = 5' r�4q i HORIZONTAL SCALE: 1 = 50 _ NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL a�E BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. �Nm„� GRADE E ELEV = REAK STP 99.638 M00.00 _ orrs -t o.eAx rrs - - ,n GRADE BR AK STR = ELEV - ♦50.75 96.633 PRO—D 0 DIND __ - to B' GlF VBL �g�s= xFaasox _ -- J — �4 •D5-xP b nBBxY -- -- O OZ wo Q� 5 J m 0 Z Z J Q Z O Q Y 2 o Z � O Q r 5 J O U OWxuexxOL[ - rsEl � 0.]6x arsEl - to.m a - to. aTSn - Sm _ a v v o � w o\ NV r ,C Pos- P i Ol G U SxR U VERTICAL SCALE: = 5 T —.1 - .1. E =RNL'�FN�'=T`T' HORIZONTAL SCALE: 1" = 50 ss Arr m D. :a9]a VERTICAL SCALE: 1 = 5' r�4q i HORIZONTAL SCALE: 1 = 50 _ NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL a�E BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. �Nm„� KFV MAP NV LF Q. NV I I "IM IN.1,1. Nv 2 V 1 4' "K '.LET 11 Lr I 1, 1— IN E IN 11A NV 1 41.1 NV 4" E 41 11, 11124 IN' NE:441" -1 LF AIE— 6 111 V UP0 INVO! NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL VERTICAL SCALE: I" - 5' BE REQUIRED TO HAVE MINIMUM 3 FT OF COVER OVER ALL PIPE. HORIZONTAL SCALE: I" - 50' 'j 2 -z waa mQ 0 > UZ 0 m 5 F-.- I V VI — I PVI EL V: W W.86 I T .... I NV ST, HCH I 11 ELEI 5 50.68 I'll INLET T T� T hilV C E I T T SD T IN E! -N 5 _-E. I — I IPE I NL4E.1,.:� Ll W ­-p s s o.DDx A A 1111 11 Lr 1 1 0. A ITIK & ; AN. NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL VERTICAL SCALE: I" - 5' BE REQUIRED TO HAVE MINIMUM 3 FT OF COVER OVER ALL PIPE. HORIZONTAL SCALE: I" - 50' 'j 2 -z waa mQ 0 > UZ 0 m 5 F-.- 5 F-.- KF,V MAP STREET G STA. 0 +00 - 10 +00 1 SEE C9.7 & C9.8 FOR CONTINUATION NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50 ¢ U m J o J Jw Q � °a z - w a � N � d m a c� a w 0 w z o LnLn J z w z CD 0 oz > w 0 o a o m Qz �o w I � IBM atAtip _ r VI STA: —2.72 P STN: 912 VI ELEV: 51 .B] 96 PVI STN: PVI EL 142 8151.61 . 49.85 N: 11.85 LVC: 50.0 HIG LV6: 15D. PT. STN: 9 H PT ELEV: 6840 51.8] LOW PT. 5 LDW PT E A: Bi4" EV: SD.D5 LO PT. STA: 1 PT ELM 95.88 49.19 p� INI I LEI mm DAD 7-7. ^ -- -- -- -- 2!!� Air IN NVV __ .r DW 7 N1 or ug aT -,�.so ,W�H..HD E 42 9N N1 N E 11 N - 11.77 III DrrsE: ss Lr ff6 a o..o :L, - rrs�, NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50 ¢ U m J o J Jw Q � °a z - w a � N � d m a c� a w 0 w z o LnLn J z w z CD 0 oz > w 0 o a o m Qz �o w I � IBM atAtip _ r KF,V MAP STREET G STA. 10 +00 - 22 +00 SEE C9.6 & C9.8 FOR CONTINUATION N NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. VERTICAL SCALE: = 5 HORIZONTAL SCALE: 1 = 50 J z Q� w a ma c� Q W W W Z O W Q Z L� Ln J W d Z Z O O_ O Z W cn Z W > 0 d O m Q Qz Z, 0 W I � U IBM atatxp _ r PVI STN: PN ELE K: 9 LVC: HIGH PT. ST 5t9 &4 B :51.96 20 50.00 : 15i 7- PVI STN: 1 PVI EL.111 BJ. LVC: 1 90.8.5 l .00 PVI STN: 20 88.05 PVIKELEV: 2.SJ zo. LVC: 150 DD yW a m ' �W LOW PT ELE . 51.9z HI H PT. STN: 21iD - IGH PT ELE 52.15 _ VA. 111.71 - — K"- fe"sos IT sTN. 4T tLET B - -- -- — -- D.5sx - -- -- -- -E — — -- - - -D.9 -- orrsET - n _ 0.]5 — -- -O 29 Lr 1C n85-xP O B.J9Y -_ — (`B xnTE ° —� = v wNE N -- - -- - - -' WE vuvE -- y E r`g is INV —INV o s :NY P a 11 SIA. :"V E .1. - N 17 - -ns _ NV E 40.77 sET 3 NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. VERTICAL SCALE: = 5 HORIZONTAL SCALE: 1 = 50 J z Q� w a ma c� Q W W W Z O W Q Z L� Ln J W d Z Z O O_ O Z W cn Z W > 0 d O m Q Qz Z, 0 W I � U IBM atatxp _ r KFV MAP STREET G STA. 22 +00 — 28+70 1 "=50' SEE C9.15 & C9.7 FOR CONTINUATION NOTE ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL VERTICAL SCALE: I" — 5' BE REQUIRED TO HAVE MINIMUM 3 FT OF COVER OVER ALL PIPE. HORIZONTAL SCALE: I" — 50' 11111 S Ln CD 0 0 m Qz A O IBM PVI STN: PVI EL E 2415].49 I 41 70 "PE I ET N' N N1 LVC: �2 15-D INLET IV E I I 77— — �D. Slft- — —T — IN" IN !L N� N1 -�� zEs E 7.Et- N..�E' ---------- E. ----- zt.! ---------- LF ---------- —HP 0 �D E_ —T o �,l I lEl ly" "ET TE 11E 5u; .E .2 �4 INI .2.. IN N N. IN "IN—E N rr'17 D. OFMT W N. NOTE ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL VERTICAL SCALE: I" — 5' BE REQUIRED TO HAVE MINIMUM 3 FT OF COVER OVER ALL PIPE. HORIZONTAL SCALE: I" — 50' 11111 S Ln CD 0 0 m Qz A O IBM KF,V MAP STREET H STA. 0+00 — 11+50 1 " =50 SEE C9.10 FOR CONTINUATION w NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. VERTICAL SCALE: 1" — 5 HORIZONTAL SCALE: I" — 50 J J z jQM r � J w o o Z o w _ Q .n d m Q = a w w ww Q w O Z � Z �w m w U w L� w O m Qw Q Z_ Z � � w � O d I > u 1111 INININ f, R •. PVI STA: 31 3D E 8 K: LVp: 9.09 5D.DD PN 5 PVI A: 6+62.75 LEV: 96.60 1}p,pg w.00 o HIGH PT. HIGH PT 11. 2199.89 E EV: 51.65 a- x _ 1-0W P ELEV: 98.8 pi - tosox — — — a — axT[ s6w — — N NS — — a _ T[ va[v[ capu -D.56 - -- n.w -- m — - — — _ - 5 C ax1E vu F �• u Wux vuu[ �m 2T Lr t0 xP B r 14. LF ar am -SET = - SS ors[ _ p.op 42 INV - _ s !3r FSJ OFFSEI i -11.51 NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. VERTICAL SCALE: 1" — 5 HORIZONTAL SCALE: I" — 50 J J z jQM r � J w o o Z o w _ Q .n d m Q = a w w ww Q w O Z � Z �w m w U w L� w O m Qw Q Z_ Z � � w � O d I > u 1111 INININ f, R •. +�!"` '® �� � .:;, a ��= ■��r �■■ I 1 II I/® I HIG P STR: 1 H T ELEV: ,03.58 SD.93 11 ..1 5 _ 1Ill NOTE- ALL WATER MAINS AND RECLAIM � z o w Q cn w w z <n� cn z cn o o_ O z_ > U Z d 5 J O Q O J Z �Q Z Q Y � Z � O Z } Q r 5 J U 0 s oO No ¢ U 35 IN ci No. 38913 n - to Nm 5 �TMC� VERTICAL SCALE — 5'� MAINS ARE SHOWN GRAPHICALLY BUT VERTICAL SCALE: = 5' HORIZONTAL SCALE: 1" = 50' J WILL BE REQUIRED TO HAVE MINIMUM HORIZONTAL SCALE: 1" = 50' z� 3 FT. OF COVER OVER ALL PIPE. N 'TA : 12, PVI ELEV: 5 ]].8 3.98 .73 8 HIG P STR: 1 H T ELEV: ,03.58 SD.93 5 ND S? -- —%zx 5 _ zlvm`91K az rt Ll SrM 5 9 NV 41f El 2]] ✓ W �as-nP B 0.eta 11 2N LE 91 LP HP s 3s INV or 9.m � z o w Q cn w w z <n� cn z cn o o_ O z_ > U Z d 5 J O Q O J Z �Q Z Q Y � Z � O Z } Q r 5 J U 0 s oO No ¢ U 35 IN ci No. 38913 n - to Nm 5 �TMC� VERTICAL SCALE — 5'� MAINS ARE SHOWN GRAPHICALLY BUT VERTICAL SCALE: = 5' HORIZONTAL SCALE: 1" = 50' J WILL BE REQUIRED TO HAVE MINIMUM HORIZONTAL SCALE: 1" = 50' z� 3 FT. OF COVER OVER ALL PIPE. 8 ND S? -- —%zx _ zlvm`91K -nPs Ll NV 41f El � z o w Q cn w w z <n� cn z cn o o_ O z_ > U Z d 5 J O Q O J Z �Q Z Q Y � Z � O Z } Q r 5 J U 0 s oO No ¢ U 35 IN ci No. 38913 n - to Nm 5 �TMC� VERTICAL SCALE — 5'� MAINS ARE SHOWN GRAPHICALLY BUT VERTICAL SCALE: = 5' HORIZONTAL SCALE: 1" = 50' J WILL BE REQUIRED TO HAVE MINIMUM HORIZONTAL SCALE: 1" = 50' z� 3 FT. OF COVER OVER ALL PIPE. IIUV X4AD STREET J STA. 0 +00 - 5 +50 SEE C9.12 FOR CONTINUATION III m Aftor VERTICAL SCALE: 1" - 5' HORIZONTAL SCALE: 1" - 50' NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. STREET J IL'U X7 X4 A ID 00 SEE C9.12 FOR • • vj md 1 6!• Immomm■■ Immomm�. immimmom PVI PVI I A: k11.60 LEV: 27.05 PVI ST PVI E : 4159.24 EV: 23.96 1 1® . 1DO.DD LVO 15D.OD PVI STA: D172. B LOW PT. LOW PT TA: 4'" ELEV: 24.75 11 P I ELEV: 29. 313 ry IIm> n n 11 I.LE Tr D. D sFO urD IYKI 3' I. I.VN9 a<E - . AN l�NTIA E, = _ ,,.6 ,=ET F El m „ T VERTICAL SCALE: 1" - 5' HORIZONTAL SCALE: 1" - 50' NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. STREET J IL'U X7 X4 A ID 00 SEE C9.12 FOR • • vj md 1 6!• Immomm■■ Immomm�. immimmom 1 1® . W-01 ail VERTICAL SCALE: = 5' HORIZONTAL SCALE: 1 ° = 50' a U m J o J J w o o w Z Q UZ �Qo w _ Q w � � m w m Q � Q � o w W z cn E z WW z 0 0 o z z w wW vw w o Jw O w m J� w �r Qz Q wW: Q � O J ` U o U KFV MAP STREET J STA. 8+OD — 13+20 SEE C9.11 FOR CONTINUATION F -0. 'm fill VERTICAL SCALE: = 51 HORIZONTAL SCALE: 50' NOTE- ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. w No ma cn E 0 w U1 0 M -A O V1 J ,n 0 z U Qz W: P 0 STA 8 2 'VI �ELE V, 31 ).92 65 LVC: lWoN 35 EE -------- 111E LEI "I o.nx R LE 'NV 2N41 4 0623 • -- 11jr, 1 LE 7.17 1. EE 1. 74. —T 5 VERTICAL SCALE: = 51 HORIZONTAL SCALE: 50' NOTE- ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. w No ma cn E 0 w U1 0 M -A O V1 J ,n 0 z U Qz W: m KF,V MAP NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. VERTICAL SCALE: 1° = 5' HORIZONTAL SCALE: I" = 50 a U m J J z ?Q� w – w Z o0 w a CL ma Y Q � O w Z w Z O U7 d Z � Z Z Z O O Z O D ¢ Z O m Jm Y Z a? aR Q z ? ' Q � 'o J r U a ¢ U E D11 11-1 NV M IN a PVI S PVI E : 111121 EV: 29.59 09.11 98- ox unrxDLE - - ET II t t0 FS T II r PVI S PN L: 1112..80 39 EV: 21 10.98 '� ' ' / LF 1 L W PT. DW P 9TP: 0190. EL- 22.0 6 m 6 "� t y} ' _ — — — — — — — E. awux 9j3x rz wLV� - 11" IAN ILE / - 9e° LNxxaE N1 n - 10 alrss M o.0a V O,B[ - i? BET , on orrsE s o 42 s - n aE INV —El a:, Lr"tr n os L s x TA. 74111� s VERTICAL SCALE: 1° = 5' HORIZONTAL SCALE: I" = 50 a U m J J z ?Q� w – w Z o0 w a CL ma Y Q � O w Z w Z O U7 d Z � Z Z Z O O Z O D ¢ Z O m Jm Y Z a? aR Q z ? ' Q � 'o J r U a ¢ U ] PVI STN: 2 ♦89.91 PVI S P: 19163.5 109 LVC: 1 B L 9D.21 15D.DD 33110.36 22 : 96.39 6 HIGH PT. STN: 1]19 HIGH FT ELEN. Q.17 .82 H Hm m CB OR - unli a uW n5nx0 -- w� o6oV -- �/ m 6 — 1nRO.Li - L9Sr6Mx 5 91.]3 - IRV F - 91.53 STA - 3311500 OiF5E1 = -11.50 e xu r NI N% .1-T - _ - 9R Ixv x - 900] Ixv STn T aa171 oIRS[i - 0.55 FT- _ oRrsT - rt.lo � _ �[ 87R # S]5 TE 4f o aOR �`�•� B - N5W ..: � - 265 LF A . ' ..I O LR M Pv0 s 0.9 T- INV INV 9 OFF OT .r0 _ 4222 3 5[l 1 3 IF a S T - _ IN Nl OFI INV o R 1- F rr3nposxPDe o.3ox xP o. IIN 7.1 Pv0 B z ] PVI STN: 2 ♦89.91 PVI 5 N: iBi 15.2 PVI L 99.93 : 105.]1 10 109 LVC: 1 31 L W PT. 6TN: OW PT ELE 33110.36 22 : 96.39 6 HIGH PT. STN: 1]19 HIGH FT ELEN. Q.17 .82 Hm N� N D.I.N. W EF — 1nRO.Li - L9Sr6Mx 5 91.]3 - IRV F - 91.53 STA - 3311500 OiF5E1 = -11.50 e xu r NI N% .1-T - _ - 9R Ixv x - 900] Ixv STn T aa171 oIRS[i - _ 9: RE[ux wIx oRrsT - rt.lo � _ �[ 87R # S]5 TE o aOR �`�•� B - N5W ..: � - 265 LF A . ' ..I O LR M Pv0 s 0.9 9 _ 4222 CHDROP v�l� O.m 1 LF rY n05-n 5[l 1 3 IF a S T - _ INV o R 1- F rr3nposxPDe o.3ox xP o. IIN 7.1 Pv0 B z VERTICAL SCALE: 1 — 5 VERTICAL SCALE: 1 — 6 I-Ifl Rl7flNTAI C(`AI 7- 'I" — �n' Nrl Rl7n NITAI Cr'Al 7- 1" — Ff a U m J J W W Z o 0 W a CL ma Y Q W Z w Z w O H J � Z Z w O O O Z_ W Z � U Z J (L O m U� Z Z J Z F- Q Z Q U z z Z 0 J r Z r U v U ? HP >a1N STREET K STA. 23 +00 — 25 +50 SEE C9.13 & C9.14 FOR CONTINUATION ST 11 11 I ra tno _ i i i a VERTICAL SCALE: = 5 HORIZONTAL SCALE: 1 = 50 KEY MAP NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. STREET K •E CONTINUATION • / •.. a�f� 1 �.s�rs� ^.�'i PVI STN: PVI EL 38153.00 V: 98.97 89 H.m NW 8 0 HIGH PT. S HIGH PT 1 N: ]6119.9 LEN 98.30 8'91 ne'xunxng� J"', N1 tN x D.SDR — — nos m Wro �n� 4— C P] q —ttZ-7-1�.�� 01—T N -N I I- ILVE nN"x9R 2 o LF III S nN" qN NN'x 21112 _ :NV 4m NV S - So N1 NE VERTICAL SCALE: = 5 HORIZONTAL SCALE: 1 = 50 KEY MAP NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. STREET K •E CONTINUATION • / •.. a�f� 1 �.s�rs� ^.�'i s 5 Ss 35 15 io VERTICAL SCALE: = 5 HORIZONTAL SCALE: 1 = 50 PVI STN: PVI EL 38153.00 V: 98.97 89 H.m 8 0 HIGH PT. S HIGH PT 1 N: ]6119.9 LEN 98.30 8'91 ^� i`� nos m Wro �E. —ttZ-7-1�.�� -N I I- ILVE nN"x9R LF III S nN" qN NN'x 21112 _ :NV 4m NV S - So N1 NE s 5 Ss 35 15 io VERTICAL SCALE: = 5 HORIZONTAL SCALE: 1 = 50 KEY MAP STREET • o loo�mm Imm= mull I Islamill irgooromiml Iffiffilm Im i5 �o 45 •os ro B o %x I 1101E ,5 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. STREET N 1 " =50' KEY MAP 1p*pl lommoMmommomm irgooromiml W I�!, ®l "�iilli��l 1�mmli ®/� r: �►■ - -I-�a I�III �� 85 j�EPaabx lo VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' KEY MAP STREET M I"=5D' 0 I+PD 2+PD �Fw, mpD moo 7, 111) moo m2! NOTE ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. 35 :Nl NE" INI IN' 25 oT.. 2. I No moo I N 2 VERTICAL SCALE: I" - 5' HORIZONTAL SCALE: I" - 50' (K:jj Sw QD Vl. NN IF v I T No. :I.N�l :1 NNI 2. 2 IF V NV I N Im 11 IN I —El Noo I INV;. NN NN 51A6o; NOTE ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. 35 :Nl NE" INI IN' 25 oT.. 2. I No moo I N 2 VERTICAL SCALE: I" - 5' HORIZONTAL SCALE: I" - 50' KEY MAP ALLEY 'A', d Yb _8 VERTICAL SCALE. = 5 HORIZONTAL SCALE. 1 = 50 NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. ALLEY 'B' 1 =50' KEY MAP SII ESEi - S> tp5'w " $ F 0 ST6: 3 VI ELEV: 24.42 .45 .6T f t Pvc • xP . IYL m VERTICAL SCALE. = 5 HORIZONTAL SCALE. 1 = 50 NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. ALLEY 'B' 1 =50' KEY MAP 5 5 35 VERTICAL SCALE: 1 = 5 HORIZONTAL SCALE: 1 = 50 " $ F 0 ST6: 3 VI ELEV: 24.42 .45 .6T m 41 E LO LCN PT. STk 3,6&02 PT ELEV: 2.69 �rcw f -Sm cEo w -0.50 O.SOR - 50R &TDR 1 N1 N IN INI 3— 5 5 35 VERTICAL SCALE: 1 = 5 HORIZONTAL SCALE: 1 = 50 KEY MAP NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FL OF COVER OVER ALL PIPE. s : 3158.]2 EV: 40.9] 6J.11 8 PW ST PVI E PVI PV tP311 __] '{080% TP: 3175.E; ELEV: 41. x� LOW F OW LVC: LOW PT. ';TA LOW PT 150.00 612].8 ELEV: 41.08 O Jm Ym Yw SII - - - - - - - �m 1sT x'99 PROPOnED GxouxD �w 41 5 1, IN m 0% -0.5 113X WxDKROPZOnxxOLF - .m oLL VERTICAL SCALE: = 5 HORIZONTAL SCALE: 1 = 50 ALLEY ' C' STA. 3 +00 — 7 +96 x J W ST 'VI E K : 3158.]2 EV: 40.9] 6J.11 8 PW ST PVI E : 6156.9] EV: 40.82 PT. W PT TP: 3175.E; ELEV: 41. LVC: LOW PT. ';TA LOW PT 150.00 612].8 ELEV: 41.08 5 Yw SII �m �w o 5 rz wLV m 0% -0.5 113X m LET STA 0 INI = Or o.00 nJ v r INLET rssT� 35 5 VERTICAL SCALE: — 5 HORIZONTAL SCALE: 1 — 50 KEY MAP I 8 11 IN ET 5 a' RE uu wx sro C I � 4Y' DROP -LE L OLL NN NN N .1 7 111. 171 ITIIE� 141 VERTICAL SCALE: — 5 HORIZONTAL SCALE: 1 — 50 -.11 — e ee�r 1 n Brm l—I I—I III I� ae I i� NDE BREN STN - -4- —55 ELEV = 1},} }I 1.DTR 5 — qty ps-xR DOe IN a, Li s-ro a }5 _ VERTICAL SCALE: = 5 HORIZONTAL SCALE: 1" = 50 w - a CL ma � o W W r � o J � Z Q Z W O O Z_ W W W U d W D Q W M J W O d Q Z � Y � V W � O Z � Q r u d U ui 111F NI O v U VERTICAL SCALE: = 5 o.zaxT3 " HORIZONTAL SCALE: 1" = 50 F NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILLM BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. - __.gym._• - -- IN 11 -11 9RNDE RENK STP W00.00 —DE B ENK STP - ELEV = iD6.75 19.501 FELEV _—ED GK ID 5 14 1 to w 11 D. 6R - -� 5 i te` •ai -ro ®Peoi va -- - ­A=A_ 10 IN a t 35 E 5 w - a CL ma � o W W r � o J � Z Q Z W O O Z_ W W W U d W D Q W M J W O d Q Z � Y � V W � O Z � Q r u d U ui 111F NI O v U VERTICAL SCALE: = 5 o.zaxT3 " HORIZONTAL SCALE: 1" = 50 F NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILLM BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. - __.gym._• - -- KEY MAP 5 PVI E— 48.. E K K: 4 LVE:::: .DD A :"I E E lll� Fr- IV LF 4. 11- 1AN-1 11 IA :W' E' N-El A. I A IT 5 I—T - OF NC 41.a " I !"'.".D VERTICAL SCALE: I" - 5' HORIZONTAL SCALE- I" - 50' NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. KEY MAP ALLEY T GRADE BREAK Sl EL MADE BREAK _ ELEV MADE BREAK GIA ELEV 1 "=50' VERTICAL SCALE: I" - 5' HORIZONTAL SCALE: I" - 50' -deOW t�EO NCO 3r�M 3rt6 VERTICAL SCALE: = 5 �.TM HORIZONTAL SCALE: 1" = 50' w r»w - F NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. Q Z O_ 0 O Z_ n,== Inial-m-laillm Z Z U INE91111111, aka w o a m a U m J J KEY MAP KEY MAP J m Jm oll Z ?Q� ' ALLEY 'J' w z o ALLEY H' 1 =50' z wgo Qz CL i ` GRADE BREAK F = 3+08.9] E LEV - 50.525 - z ~ o o,po k�H� - d Z W m -deOW t�EO NCO 3r�M 3rt6 VERTICAL SCALE: = 5 �.TM HORIZONTAL SCALE: 1" = 50' w r»w - F NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. Q Z O_ 0 O Z_ n,== Inial-m-laillm Z Z U INE91111111, 5 w o a m IN 1-mou J m Jm oll IllivNii OR IN -deOW t�EO NCO 3r�M 3rt6 VERTICAL SCALE: = 5 �.TM HORIZONTAL SCALE: 1" = 50' w r»w - F NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. Q Z O_ 0 O Z_ Z > Z Z U ss 5 w o a m J m Jm Qz ` GRADE BREAK F = 3+08.9] E LEV - 50.525 - z ~ o J.5 Q r I_ n g o0 0.50R d U =�o E �°L _ aCxxxxxOLE i to ns w L O e 1— 4214 —INV NE N 7. -.1 }5 II i yr oo a ¢ U U ta00 VERTICAL 3a00 SCALE: .H00 1 = N 5 E. I ND 20913 A 7 5 HORIZONTAL SCALE: 1 = 50 -deOW t�EO NCO 3r�M 3rt6 VERTICAL SCALE: = 5 �.TM HORIZONTAL SCALE: 1" = 50' w r»w - F NOTE: ALL WATER MAINS AND RECLAIM MAINS ARE SHOWN GRAPHICALLY BUT WILL BE REQUIRED TO HAVE MINIMUM 3 FT. OF COVER OVER ALL PIPE. ECTEpRBN D ROSE °n� sFD, �--� PAVEMENT « "NG'P . 'A M BASEE FE, o ,E,P. CHIR J a a MAIN:aTLOW LINE ADE ENF cRPLAN m e PAM I T3/+ NOTED ( 'c. PONT �!�����j\ ;\ F 2 -14 RaRS (IIN,.( snAEE RE N GAPS ar EACx LTE MA,BHEF SLBPE IF ALUAIENT GRLULA,INB RBADwAY PAAGEN — P Iw �� DN J "olry 0o x BA" w pE,PA SOS nEn SECTION B -B LA STYPE "RA" URB N.TS. cOMPACTEO suecanDE PLAN SYMBOL PoNTeac °Drv"ial As sAa "i ai saw I' -,B' T -z.. (REFER TO F.D.O. T. INDEX 300) T -IO 3 /q�R o D T /9 "R ESR 1/3 OF Cone AND cuTTER wnxw 14 A 4 ZEII xEILwTS IN T FEET SHALL TRANSnION FROM FILL TO 111111' D PLAN SYMBOL LU TNEC LATER SxA,L AMAiCH THE CR05s SLOPE SECTION A -A SECTION C -C 'HE A SHALL eE a UNLESS OTHERWISE PavIN ON Puxr. RIBBON CURE VALLEY UTTER N.T.S. O'1 DID) N.T.S. TYPE F' & UTTER l s 2 (REFER TO F. D.O.T. INDEX 300) HANDICAP RAMP (TYP.) 12" WHITE CROSSWALK CURB (TYP) BARS ® 3' -0" O.C. -11111111 11 I I I I I , SIDEWALK (TYP.) 24" WHITE THERMOPLASTIC STOP BAR ® (TYP.) STOP SIGN NCHAI 1, ALL STRIPING SHALL BE THERMOPLASTIC TEUxc, ON swATH DETAL TD eE USED IN ALL CROSSWALKS vmHN THE IN I ICSTRUUINV ROADwAVA THE PROPa1EO crsOVSnAU: A� THE m ,E, LOU MErvT AND m,e As slin vnTnlN THE III Rlvm IF wnr MusT MEET roar cwo9swau: STANDARD INDEX 11 A O INTERSECTION CROSSWALK/ STOP BAR DETAIL N.— NBRAP 11111L IA OR 5 HIGH) 2 'Ej 12 E PLAN V x /12 �� "s "� "�12' �✓ ACCESSIBLE STANDARD PARKING ALL STRIPING 0 BE THERMO P LASIIC x n DT A [x IT3d5 SCOT ,I aINI (LATEST EDITION) 1 n HANDI AP PARKIN NO' IN Raw s FOa RAMPS9 N. T ' cER1N cEAo� X`['F TI A, 2ROTECTHEEB alary NOTE b" IaNDwB SHALL NOT EXCEED so. � (BRrcNPD1 GUCRASFB� IS' TH LAN MEN, IMIT FUNDS RAMPS P EB CN EA TED RAJCUR ccu DEECTA DETECTABLE ARNENO FIR PLAN VIEW PICTORIAL VIEW fscSaAAANSi PAVEMENT AN 'AM" 1 12 SLOPE MAP 1 PC SETE,TAB LAND rvINC 11DEVALK c0 wAR MAx# SHE ITIEET DO DETECTABLE sum" RXKPS wAawrvc UNIBAR 12 12 NPON - 1 /2R= ° 1/21 21 X N— JOINTS SASHPLE o ry L BEESAW CUT W HIC 24 HRS OF PLACEMENT L Gu TER GNSTRBC D A EN, TD GGN a_° w DETNEENTTHE EDC`EPIF BITTER AND mDE OF AA ALL BE D MBB MI URB & UTTER PS (MIN) .T.S GE 11 `o `o 5/, R IT OF AT (SEE NOTE 1 114'B' " H're PAVEMENT a U m J rvaT[s F— RC D JOINT J HC DETECTABLE WA EGnaN or TwiuEl - LINE HUNTI 11ABILE BE APA ITT VATHIN 2d 111 IF PEA EMENT. Z 0 GJTTER DOME PATTERN 2 FIR CURB a AIDEwALK SECTION '' O E BET NTHEEDGE POF GILTER AND EDGE ar PAVEUErvT. cE A, w o a STAINING O O CS (Sa BETULj DM Z o y VrtEN THE EDGE PCI (MN.l N.T.S. ° SET �B 7 O O O I O O O O PLAN VIEW Kw/ Q z EDGE PFD,ECTIDN w 22 GO �I�'ECIBA`L DaIJE O ToaLEB EDCE ED Q Imo, IANDIGAPCRMUiFCjJ000 PA) TO LEAST IN RB.w. AMPS DESrcN 11,) �E PIP PE SHALL MIT EXCEED I A, SIDEWALK HANDICAP RAMP 9 B SDBB Pr IMIN) EDNCRDE N.T.G. 9A HANDI AP END RAMP TvPF D cuRR s wHPE swPE e (MIN) CDNBN .T.S SALES' BUFFER 21 CA I HE /BEIELLACITAILOI'ST.ENG ABE NawREMEry *scDE R N 3 STANDARD PARALLEL PARKIN STRIPIN STRIPING TO BE THOtML N.T.S °a0 PERAISLE /11NAID IEEN L1, ON NTS [S oIR 5 HleHla nAn R S H B w ALK Ta B 05n nHwPAVEMEN,E R HANam cn)a p 95 GO - 10 11 PLAN � EF WHIE - Y -JYyim YALNL ACCESSIBLE DIAGONAL PARKING ACCESSIBLE PARALLEL PARKING NO 10 BE THERMOPLASTIC ALL ITICNA TO BE UIEIN.PIAIT11 nu. TRUNCATED DOME Q eE oos ax nA „Ex. safes snv, Na, e, s,EEffx ,WAN 1 ,E ANO cxase so O z .n SN PCS ARC N ET ,o xAw oE,EC,AeIE w T1 a sc,Irn dss wAma Cs Q C7 L� z T, 1 A a D, THE Ir rcrvnwc,m NTxIry Ary ws,wa aRe. rsae Arvo cunER Arvo�R sI Ai uL MAD,'PENN” AND AT c z N O HIIATED IT ALL INIIETE , , , „ , , , AROUxo ON N NM(, /n' Pre PnALT s RIPI snau Q O O z o HE w Ex HA Na uuvrvwo sc Iory a smewvK Is F nAry s. [sj/N8NDI�a F- z z 4W TOP OFMWALKD A 4. ALL DEE OT :IE wnaxwG sBRTACrs snnLL B[ BNa RED. (," DEPTH) snALL BE 4' (MAB.E o.c LLJ > U d rvc (Aaum TILL) ttvuwc Tomas INCLUDING THE SDEWA,H ACROSS THE OFT STATION DRIVEWAY F Q c team. FINE wA,xs wlTn a e m J z .E CONCRETE WALK / > OF, 1 O DETE TABLE WARNINS 1 1 RECREATIONAL PATH U Q N N.T.S Q z � z O r r2GA COST L FF PsueFAl� muF;'sE r U / [Two uF> / crw " "aA;F;sLs"RFACE muRSF LH" Le COMPACT CASE .A,,R To GO_ BASE YGILEAE TO DENSITY, PERFORM ADDITIONAL FARRANDre SIEVE DENSITY. PERFORM ADDITIONAL HERB AND SIEVE PER AD A11T IN TEITI AT A 'IN "' OM COMPACTIANL TE MA RI ALF PERFORM COMPACTIONL TEST NG TO A OE TH CEO EVE" TEST LO" LF S. WHICHEVER IS GREATER_ GF FOUR E ER L2" DNS, IF 11ADEIAT OF ISONGREATERPER S.00ESF, 12 THICK 12" THICK STABILIZED SUBGRADE, SUBGRADE MATERIALS NI1 (FOVEA OFEETS P�SADR NAMLIMEROCKDBEAR II TALE (FBV)LGF DTS GPS OF IAKMMEFI KAeeAF NG VALUE VALUE (LOR) OF 40. STABILIZED SUBGRADE TO BE LESS) OF 40. IT BGFA E TO B CYIMPACTE COMPACTED TO 989 MAY DRY DENSITY (ASTM D -,SST) oY (ASTM DD -, 55T) AND ACTED PEMENTS 00 STABALIZED SUBGRADE PERFORM COMPACTION TESTING TO FULL DEPTH AT A MINIMUM OF GNP TEST PER 5,0 0 ILL ODEPTH AT A MIN MOM OF ONE TEST CEO S 000 OF OR EVERY 250 LF OF ROADWAY WHICHEVER IS F, R EVERY 250 LF OF ROADWAY, WHICHEVER GREATER. GREATER 4 , 5 HEAVY DUTY PAVEMENT SE TION EE 7 N.T.S. ry PAVEMENT AREAS HEAVY NITS De . a F---. w � U NP fiq WAIF h f I LH" Le COMPACT CASE .A,,R To GO_ BASE YGILEAE TO DENSITY, PERFORM ADDITIONAL FARRANDre SIEVE DENSITY. PERFORM ADDITIONAL HERB AND SIEVE PER AD A11T IN TEITI AT A 'IN "' OM COMPACTIANL TE MA RI ALF PERFORM COMPACTIONL TEST NG TO A OE TH CEO EVE" TEST LO" LF S. WHICHEVER IS GREATER_ GF FOUR E ER L2" DNS, IF 11ADEIAT OF ISONGREATERPER S.00ESF, 12 THICK 12" THICK STABILIZED SUBGRADE, SUBGRADE MATERIALS NI1 (FOVEA OFEETS P�SADR NAMLIMEROCKDBEAR II TALE (FBV)LGF DTS GPS OF IAKMMEFI KAeeAF NG VALUE VALUE (LOR) OF 40. STABILIZED SUBGRADE TO BE LESS) OF 40. IT BGFA E TO B CYIMPACTE COMPACTED TO 989 MAY DRY DENSITY (ASTM D -,SST) oY (ASTM DD -, 55T) AND ACTED PEMENTS 00 STABALIZED SUBGRADE PERFORM COMPACTION TESTING TO FULL DEPTH AT A MINIMUM OF GNP TEST PER 5,0 0 ILL ODEPTH AT A MIN MOM OF ONE TEST CEO S 000 OF OR EVERY 250 LF OF ROADWAY WHICHEVER IS F, R EVERY 250 LF OF ROADWAY, WHICHEVER GREATER. GREATER 4 , 5 HEAVY DUTY PAVEMENT SE TION EE 7 N.T.S. ry PAVEMENT AREAS HEAVY NITS De . a F---. w � U NP fiq WAIF h I LH" Le COMPACT CASE .A,,R To GO_ BASE YGILEAE TO DENSITY, PERFORM ADDITIONAL FARRANDre SIEVE DENSITY. PERFORM ADDITIONAL HERB AND SIEVE PER AD A11T IN TEITI AT A 'IN "' OM COMPACTIANL TE MA RI ALF PERFORM COMPACTIONL TEST NG TO A OE TH CEO EVE" TEST LO" LF S. WHICHEVER IS GREATER_ GF FOUR E ER L2" DNS, IF 11ADEIAT OF ISONGREATERPER S.00ESF, 12 THICK 12" THICK STABILIZED SUBGRADE, SUBGRADE MATERIALS NI1 (FOVEA OFEETS P�SADR NAMLIMEROCKDBEAR II TALE (FBV)LGF DTS GPS OF IAKMMEFI KAeeAF NG VALUE VALUE (LOR) OF 40. STABILIZED SUBGRADE TO BE LESS) OF 40. IT BGFA E TO B CYIMPACTE COMPACTED TO 989 MAY DRY DENSITY (ASTM D -,SST) oY (ASTM DD -, 55T) AND ACTED PEMENTS 00 STABALIZED SUBGRADE PERFORM COMPACTION TESTING TO FULL DEPTH AT A MINIMUM OF GNP TEST PER 5,0 0 ILL ODEPTH AT A MIN MOM OF ONE TEST CEO S 000 OF OR EVERY 250 LF OF ROADWAY WHICHEVER IS F, R EVERY 250 LF OF ROADWAY, WHICHEVER GREATER. GREATER 4 , 5 HEAVY DUTY PAVEMENT SE TION EE 7 N.T.S. ry PAVEMENT AREAS HEAVY NITS De . a F---. w � U NP fiq WAIF h NOTES- IS LETTERS AGE E Eaa E�AA °E DE,aLS . D. LETTERS Rare °Ere wnDE R3-2 a °� °iRRHELP H 11.11 WHP,LE`RE`1EE';Da� ER �ECEN'o AlR El EEER TO LANDSCAPE PLANC �ENDEN1LZP `1N P1CN CHILE ALAOS A KET11TARS11`oPA°uE LENCIPI'I'TRAII C0 E ANa Ro�E TED rENI�NIRDIR o € WI YI E ED NNE ,ON RAK�aDrvaEA R�K DPADL �rva a RaRaER SE DNEA, „� E�JN REDD�RED FOR EAEn PARKIrvR 3PAPE EEET�ON E,_ET OE TIE NANIAL 1N PHILIP EON,RO< IN AT CD) 11RAIE1 GRADE =lwt wl. R3 -4 �6. §�I R� RAg C RANTED D CEEEL PPE arvCaL,E 1naM "AIL SIGN 1A DRI PRIOR / ��� rP�iP ;boo 1e1AL EL PPE R 1— 2 aD w/ C Eaa P.3 C aEPaRE AI 11L CA1111 COUNT'S A,NG, PONT P WZ STOP SIGNS WITHIN DEVELOPMENT STPDT WITHIN ` EMINOLE COUNTY C OFO R O (T AA11OCON C .� 6 STOP SINN u.T.S N.T.s aPE _ _ c PAUENENT n U AD POST CN C” CONTACT H ArvCRL,E CLARNIIETE LAN � J z j Limp[ ,P o I /AY, ITEEL � CRE,E EOOTrv1 a o m BAR J � AD w AD w 0 0 0 (POwoEePCOaT wE�rvj. CAP DETAIL sa reu Pon �Illlllf ��IIIII o Z o =IL IIFI[��IF= ILEIIF POKER COATING Y A, T" GAIN Ie aia. — �EIII— IIEIII —IIEII - -11Iul Z w a o SEE SECTION A A RUDE zs 1NG w 0 60LLARD PROTE TED HANDI AP SI N nO TYPICAL ROADSIDE TRAIL SIGN Z 30.30. A o I 19 N.T.S. 20 PROVIDED BY SEMINOLE COUNTY N.T.S. INN ISNEL 00 ED N TRAIL EOP 3 R an EA ECNCPYDE a�A arva "AGE SHEETNO ON °A A11 OP a APRP I m Q AE „ TR NATER RA IA1E FLATIEAD SHEET �D, 21E D aL P, °;a MN %Td ;'RaEH NO o SIGU Taau TR a EuEaEpnRR suREAaE wwls MOTOR ParvnNa SEE sECnory A -A EL w/ of RDix A E 'I sE IN muNTV HC 11211 — D cIS00ISO sssscn�'TaREAU scNSTRAE VEHICLES snEETwc aR APPRavEO EouAL Ervvrrv�ERixc oTH GAP INSERT R4-7 z O Q O cry weir TwuL �R MATCH POSTS P GREEN To CHs f�PSreoES� TORAi uiro-TCHan Q N /0o-4o-1 OxLr Raga Si SINS. coawocR. IENmR AEO Ory CHAT LuIwI}t PERUANErvnv AnAa cw RE1wREMENTS "SouARE, s /IC G 2s ALL GN°LE -Pan SINS O Oz N. GREEN). Ts (POVm 18'Re A 0 s vE U � Ins AT � nM�N 1N 1,�1 EE RETAIL AIE3TarvE � R 24 > POST CAP CONNECTION Q Q vT D PROVIDED BT SEMINOLE COUNTY N.T.S W OM1 -1 m �� E ss °NPL EPM a Pa OwoE1IAATED STEP N z cn Y /L FINISH G— ^ 2 25 0 0 z O W EL' a FINISH CRBDEn " —)— PANEL 0 0 0 U W=III: R a' A CALTACT Kl IGUIRE,E PuN�'wau N uli3 E 0 aRUNIRE E FF TNCa,E 9 oo �N1 �� 21rvAETE TO ,�N1 � "6RR'C. PER � C FLAT HEAD AEE, ME„ L I ELA ALIMPIP.AINBLE1 —1 - -I DD�REMEM3 1,111 P1wDER AAT�rvc R (TYPE -02 AE 1— CONNARNK FOR FL- MOUM) T_ SIGN - PovmER mAnNC TYPICAL TRAILSIDE STREET SIGN SECTION A —A o o\ N.T.S. SIGN PANEL FASTENER cKEEP RI HT SI N TYPICAL TRAILSIDE SIGN 23 PROVIDED Br sEMINaE couNtt waLD ALUM, AN°IEs Pos PRIOR To 2 TYPICAL ROADSIDE TRAIL CROSSING SIGN O O ATTACHMENT PROVIDED BY SEMINOLE COUNTY � PROVIDED BT SEMINOLE COUNTY N.T.S. N.T.S.A of N� w O I u 2 Y SPEED SPEED LMT UUT 20 25 U W2-6 R2 -1 R2 —f°'` R6-4 F TP — 5 5 R— 6 MICHAEL BLAKE BLVD ONLY E -N 7 c N npy OUNDAROUT DRECT ONAL 29 N.T.s 30 �h E p .T.S �� ARRO�� . A T.s IT' iNiri�Ll FOR PamlvE Emw 11. "IN SEEO;ERIS 'T RHINTER 77Mt`FFA IN A.ILU CONCRETE CALL 5" MIN 4C MINt aBGRPDE SHALL BE COMP HED TO ASR I- UN M oRY)pEFNSRV ODIFIED PEENoEM IMO YD]L REMNA NFIN NP 'A A' AR AIEA,1H1,1,PHlFPI AHAL FACE I' A,1I AN PER E RNC (LEFT IIIII 111NE�RO IIII LOAN BE 'PHS LIFE I r 0 \ 2 -III 2 1/2.. 2 0 2� L D" PLAN 21-7 'SEE NOTE , S -4 - ^' �-�r'� �2 I� j 12/4 - s 3/4" I I /2" TYPE C 112 PAVER AREAS CAS, IRON GRATING pT 2" APPROX. WEIGHT 235 LBS 2I�4" 44 E _y O.C. 3000 PS CONY SECTION A -A NOTE 2 ALL STRUCTURES IN PAVEMENT AREAS SHALL 2N1 E SEA 24 AD NO CONFORM 10 FEEL to FOR REB LAYOUT, PETER TO FEEL INDER 2E2 W /MT HOOK @ 35 0 C) 2 'NOTES R I. FOR PEDESTRIAN AND VELIBIL R USE, USE CAST IRON GRATE. FOR NON VEHICULAR USE, USE STEEL GRATE. 2 SUBGRADE SHALL BE COMPACTED TO 959 (989 UNDER PAVEMEM) OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, 3 N.T.S. Me IT n.x rw.T r+n r ,Y.N.I.rr....NUT v rr£. uNIrT nrE . srr.rrrercra NN.Ir al 6 v� , �-i _'`�� � y ; �sy `�' y -•� _mss?;±-` �.. s[er1Ew ee riWer me, nwNeruew. NnNr ql srCrrox ae frher rr£, � sr,rlr£rlaf:u ,60vr QI ..a «.... I A .� M,� INLETS TYO£S I MD 2 INIETS TYPES 3 AI 4 rxe[r rrr iwc 4. E .. •- .r SLAlSII£INFOII[ING «F •Y -•r n..... .( - •.ii.. u......."�::~' -wir •'..w,w�i«rrirr wY ^r ae a�L srwnwe PDn�DN �nl rr rt r cartes n,ewxl w • •_•••••• °•• ••`• - -• • ^r �TAaryyY(R$E S IQNS FOP -44TS TYPES 1. 2, i mw* Dfs'GN Srµp,,RpS Cl' WLET FREI T1 3 B S. S &%M 4 I10 !N T 5 FDOT TYPE 3/4 INLET (STANDARD INDEX 210) N.T.S. AT SE 'ER I PE HE DATE PETER I �El�1,1�AIIEIDSR�EFLAEITIIELIJ,"IE ARE TITLE . E BE AM ITE Us A E N I IE"I. ALL A F ADDITIONAL PIPE LENGTH CHAT BE INCLUDED IN 'HE FRAT OF 'HE MITERED END IESTAN I- AANNE�l- SOD�W,, T-NEI& ,I OM L Ni, w_ z /I 4 MITERED END SE TION R P lDDT sTO. INOEZ zTZ N.T.s. # SLICE— 4 =1 MII[R — IO P PIPE FLY PIPES AN F 2., MI PPO G PIPEAFOR PPESR IS AND SMALLER 1 FOR PIPES 24 AND LARGER TI RE C ICE S ATE LAW INLET BETICIILINE GRATE A LEV 2500" TY BE C INLET e 12 RE2 NP At INA 22.21 ,NIL EL11 11 Al I, ELEY 2500 25 I2 ISO ME, ?ff 2,2 ON IE SINE EIE BoO DS -1 CONTROL STRUCTURE TY PE 'C' INLET N.T.S. MEE ME MLR MMER EL 25 eTUeeE�Reo.F__ NAIL EL2242� EL 119.62 J EL 21 62 SECTION 26T DD EL. BERN N� CONCRETE \Vlll HEIR A EL R6.2 STAMMER SEE ABOVE i�%�\ F�.1, A U, A, s mrn H10 tP Pae wlm w.mPa wrr U- (s . b). cAP«PiP ElSram SomeS, eeiween 4�a� e 5 FATAH, me �Sa1, -11b �I P t 4 aye art 7 days an average embtenl -FRIEL OT 70 AGE Tv m Ie skied wms µTs. must have , 2" :.—It, —11 HAD, tl,e top and skies Of IN, wE, edger The SA, -11 ported D, natural Isvelel ground A,lh Ne sub —grade A p,:t,d U II It Is U,lff— wHh o ma:umum allovmble wriat'iOn between a y i. paints of Ne Illf— LANE 0 .25 'i,:h,, $ POND 1 SKIMN ER T.S. J J D - m w o a W o Z � " -z waa W =Z AD a m Q Z Lv W � Y m Q Z z� � Z �o c2 z (Ij0 c oz U d Q Z az Y 2 � LL � O r U 9 As O U w rrw 1111 IlEll SEE NOIE 2 ED I _ E EPA II COAL FAR FOR PamlvE Emw 11. "IN SEEO;ERIS 'T RHINTER 77Mt`FFA IN A.ILU CONCRETE CALL 5" MIN 4C MINt aBGRPDE SHALL BE COMP HED TO ASR I- UN M oRY)pEFNSRV ODIFIED PEENoEM IMO YD]L REMNA NFIN NP 'A A' AR AIEA,1H1,1,PHlFPI AHAL FACE I' A,1I AN PER E RNC (LEFT IIIII 111NE�RO IIII LOAN BE 'PHS LIFE I r 0 \ 2 -III 2 1/2.. 2 0 2� L D" PLAN 21-7 'SEE NOTE , S -4 - ^' �-�r'� �2 I� j 12/4 - s 3/4" I I /2" TYPE C 112 PAVER AREAS CAS, IRON GRATING pT 2" APPROX. WEIGHT 235 LBS 2I�4" 44 E _y O.C. 3000 PS CONY SECTION A -A NOTE 2 ALL STRUCTURES IN PAVEMENT AREAS SHALL 2N1 E SEA 24 AD NO CONFORM 10 FEEL to FOR REB LAYOUT, PETER TO FEEL INDER 2E2 W /MT HOOK @ 35 0 C) 2 'NOTES R I. FOR PEDESTRIAN AND VELIBIL R USE, USE CAST IRON GRATE. FOR NON VEHICULAR USE, USE STEEL GRATE. 2 SUBGRADE SHALL BE COMPACTED TO 959 (989 UNDER PAVEMEM) OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, 3 N.T.S. Me IT n.x rw.T r+n r ,Y.N.I.rr....NUT v rr£. uNIrT nrE . srr.rrrercra NN.Ir al 6 v� , �-i _'`�� � y ; �sy `�' y -•� _mss?;±-` �.. s[er1Ew ee riWer me, nwNeruew. NnNr ql srCrrox ae frher rr£, � sr,rlr£rlaf:u ,60vr QI ..a «.... I A .� M,� INLETS TYO£S I MD 2 INIETS TYPES 3 AI 4 rxe[r rrr iwc 4. E .. •- .r SLAlSII£INFOII[ING «F •Y -•r n..... .( - •.ii.. u......."�::~' -wir •'..w,w�i«rrirr wY ^r ae a�L srwnwe PDn�DN �nl rr rt r cartes n,ewxl w • •_•••••• °•• ••`• - -• • ^r �TAaryyY(R$E S IQNS FOP -44TS TYPES 1. 2, i mw* Dfs'GN Srµp,,RpS Cl' WLET FREI T1 3 B S. S &%M 4 I10 !N T 5 FDOT TYPE 3/4 INLET (STANDARD INDEX 210) N.T.S. AT SE 'ER I PE HE DATE PETER I �El�1,1�AIIEIDSR�EFLAEITIIELIJ,"IE ARE TITLE . E BE AM ITE Us A E N I IE"I. ALL A F ADDITIONAL PIPE LENGTH CHAT BE INCLUDED IN 'HE FRAT OF 'HE MITERED END IESTAN I- AANNE�l- SOD�W,, T-NEI& ,I OM L Ni, w_ z /I 4 MITERED END SE TION R P lDDT sTO. INOEZ zTZ N.T.s. # SLICE— 4 =1 MII[R — IO P PIPE FLY PIPES AN F 2., MI PPO G PIPEAFOR PPESR IS AND SMALLER 1 FOR PIPES 24 AND LARGER TI RE C ICE S ATE LAW INLET BETICIILINE GRATE A LEV 2500" TY BE C INLET e 12 RE2 NP At INA 22.21 ,NIL EL11 11 Al I, ELEY 2500 25 I2 ISO ME, ?ff 2,2 ON IE SINE EIE BoO DS -1 CONTROL STRUCTURE TY PE 'C' INLET N.T.S. MEE ME MLR MMER EL 25 eTUeeE�Reo.F__ NAIL EL2242� EL 119.62 J EL 21 62 SECTION 26T DD EL. BERN N� CONCRETE \Vlll HEIR A EL R6.2 STAMMER SEE ABOVE i�%�\ F�.1, A U, A, s mrn H10 tP Pae wlm w.mPa wrr U- (s . b). cAP«PiP ElSram SomeS, eeiween 4�a� e 5 FATAH, me �Sa1, -11b �I P t 4 aye art 7 days an average embtenl -FRIEL OT 70 AGE Tv m Ie skied wms µTs. must have , 2" :.—It, —11 HAD, tl,e top and skies Of IN, wE, edger The SA, -11 ported D, natural Isvelel ground A,lh Ne sub —grade A p,:t,d U II It Is U,lff— wHh o ma:umum allovmble wriat'iOn between a y i. paints of Ne Illf— LANE 0 .25 'i,:h,, $ POND 1 SKIMN ER T.S. J J D - m w o a W o Z � " -z waa W =Z AD a m Q Z Lv W � Y m Q Z z� � Z �o c2 z (Ij0 c oz U d Q Z az Y 2 � LL � O r U 9 As O U w rrw us s' FIT 5IYP oP VIEW 6 rvP a U 4= o RfTICULINf GRATE A /4 I'D ER A RETICDLINE GRATE TDP vlEw 6 TW PEE INLET "_EF I TYPE C INLET A owftcE CLEA RETICULIN L GR TOP OF EPNK AT GRATE ELEVATION GRATE rc� TYPE ET EL 41 10 G A aRIFICE CLEPNOUT ELEV. ,J.50 �'��r'�� -- z IIrr AT GRATE ELEVATION IA J RETIILUNC GRATE NwL EL.3a,o ^ NNE z E TYPF P INLET DN 36,0 _ ON 36,0:5. 2 G2 4' UNNURETE 14 00 �' SnF vFw NV. ,4.0o I E vlFw v. z3. o (1 O DS -3 ONTROL STRU TURF THE 'E' INLET N.T.S 9 D5-2 ONTROL STRU TURF TYPE 'C' INLET N.T.S Laa., 6' ixl EL. aa. RETICULINE GRATE � VEIR�Eh CY n TYPE C INLET oP vlEw A PEPTIC LINE GRATE — AT DRAE ELEVATIDN E CINLET Es ELEV_ 4, ,o ® _,P 1 POND 4 HEIR 6,0 ORIFICE 11 F - - R11 .T.s. 1110 E I t OAI . �� INvv- 1. IF ETTDN NEw D _ w 4 a��e s C 1. 1 1 DS -4 ONTROL STRU TURE TTPE 'C' INLET N.T.S. /L5M4NN[IR A55 RETENLET CEUIRATE TYP ELEV. 43.]55' FLY R c TIP I ET a,z ARE NP NV_ lE ETICUNNE IRATE IE R2 ELEV. 4z.DI d ­10N 4300 E. zsoo Ps Es (TYP) PI TE ..%✓��i�,, EFTTEOAGi TUE _ NV_ P9 «ice SDE VIEW I—.DD \` 2 29.EV 6 EELOW 5101 CF WEIR FE0 Tw V E SBI ONTROL STRU TURE 14 TYPE 'E' INLET N S 03 TL'c�aR iiL A a U w G, SKIMMER PEE A.I. ® w Z IF IF m Q 13 N.T.S Q o_ � O z GFF 0 o z_ w o CFF > w �m w o m Q am J m Q z Q Q z vzL A r U q'� 5 -� RIVER ROCK �j�y7 \� it ,�� APPROVED EDUAL �s 1611 ENGINEERED BASER (PER GEOE BLOCK MANUFACTURER RECOMMENDATIONS) EJ o\ o J G ND. 389]3 A GEOTEXTILE FABRIC 2" COMPACTED SUBGRADE (PEP GEO RECOMMENDATIONS) Hy,' r_1MANUFACTURER TSralES .�i - V. Till • � I ` _-- � -, ~mtF� wnN f•m.civN rorlvx � _ SErr10M FF' i... Hi i..`....... r ..... srcrmx rc 'ircrr°"ex".. sFrrw,:.. uw� N a oesfwr STµO+�nS! t m:m n[rFI xM vM -FT Tree A a3Q i of a .I 1� 5W ftov�ft OW- srnror �. lj srr.�a 0 0�O ISO) A!r- A STWCrUgg Wrrpsf ran fMf4r TVM A w f)ES.Gx Srfaxn wos 1.iY'l'H 0.")m 3- 4"T'"J" A 21"x°• ° - Iola J J z jQ� � Qoow -z waa w a m Q Z Q � O � � z > d W m Q Z U m J Z Q � Q Q Z Z Q Y? O Z Z Z � O r r •N o N a � U U W lflp =. SUNTREE TECHNOLOGIES INC. TM NUTRIENT REMOVING FILTRATION SYSTEM TM MODEL NO: NRFS5 10.5— 11,08 GENERAL NOTES 1. Pipe inflow DID ft� 24 x 36 HATCHES INSTALLATION NOTES _ _ > 72 ADS -HP 1" CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND me 7. The BAN dia sho/1 be p,i —ily bf ° > 2. Cubic feet of Media = 102 ft' INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURJENANCES IN ACCORDANCE WITH THIS DRAWING AND o m 0r e,ol content. No - e than 57 of the media passing the 200 si e is B : 4 :: B o F 3, FLOOR OF VAULT TO HAVE HYDRO -SLIDE SYSTEM. NON - SHRINK THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED of /awed. The mi o- posed, of fire GROUT IN MANUFACTURERS CONTRACT. chips, with n mef als, and o 318' blend F 4. CONCRETE 28 DAY COMPRESS /VE STRENGTH FC =5000 PSI ,f e,po,d,d day. The ,L, has a SUN1T MOST BE INSTALLED ON LEVEL BASE MANUFACTURER veroge dry weight of less than sixty 5 REINFORCING: ASTM A -615 GRADE 60 RECOMMENDS A MINIMUM OF 6" LEVEL ROCK BASE UNLESS (60 pounds per cubic toot, > 49 BAFFLE NP_ SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR N n- flammable up to 482 degrees F 6, SUPPORTS AN H2O LOADING AS INDICATED BY AASHTO. RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED Foh,enheit (250 deq -- Ce /N, , and F BASE SPECIFICATIONS. moisture h,ldNing - pacltyu R o least 20Y - 7 JOINT SEALANT: BUTYL RUBBER SS -5-00210 The filtered ate, has n change " pH UZ > LQ FALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE and Water from the media must ov o he n - F 8. ALL WALLS 6`, BOTTOM 6'; & TOP TO BE 6" (PIPES CANNOT INTRUDE BEYOND FLUSH). ALL PIPES SHALL BE cute o chronic toxicity. Water holding 9. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH WITH THE SEALED WATER TIGHT WITH A NON - SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET opocily must be of least 309 a s m u,ed by SIRIUS p—Nty. The ¢ U > INSIDE SURFACE OF THE CONCRETE STRUCTURE. (CAN NOT OR EXCEED REGIONAL PIPE CONNECTION STANDARDS" permeability is less tho, two (2) gallons o J J > INTRUDE BEYOND FLUSH) p 4.CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING per moot, pee square foot of new clean fill- media os -- wed oI static head F 70, MANUFACTURER TO SUPPLY ALL MATERIALS UNLESS PIPES. of six (6) inches. The , —b /e capacity J F OTHERWISE NOTED must exceed, 0.2 -9 OP19— of media Z F s" Pvc PAN VIEW S. CDNTOGES, RESPONSIBLE FOR INSTALLATION OF ALL PoSERS, o� d„1.,g - 1 upe,otmg andnions. An a o m — F 71, MINIMUM CRITICAL DIMENSIONS ARE SHOWN IN A PENTAGON MANHOLES, AND HATCHES (UNLESS CAST INTO THE TOP). xamp /e of the b /end N meet these > BLOCK CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISH SURFACE UNLESS SPECIFIED OTHERWISE. speccotians in kna wn as "Bold &Gold': UJ d 01 be (of ) w > quoi0edb thed -Npt y o Nll, of W a outh"IDity G— the supplie, of said media. On said leffe, of athnicity, z Z F the,, will efc R-fftcoff- w Q z number N, the qualifying b /end of media. N N TOP OF VAULT X27 27 FINISH GRADE 72 60 Aymg the media meets the patented fo„nu/ations set Po,th by the Un7ve,eity m d MI6 r �36� ELEV 26.00' �24�I 1�24�I —24 ELEV. 26.00' 1�36� of Cenral FD UN (UCF), os weu os > 6 identifying the GD,Nd, project whe,e R wul b, I I'll a. ORIFICE CLEAN OUT Q EL EV. 7BD' z O NWL 22.60" 6" PV BOLD GOLD MEDIA III—INVERT ELEV. INVER7 2227 d N D, F INVERT 22.60' BOLD & GOLD MEDIA __ _ _ ELEV. 22.27' 727 Q z2 w vi c2 oz D on z z > •,x• ORIFICE INVERT *'•' ELEV. 22.35' *+ .. ..:.. �a n. +. n.•t > • *. *.'.ti: *.'.t: . x , +,..x,' *, 1 +, *',' *,. '.x'. 30 70 BOLD •; t•• *•••x•• *•�•'•r� 733 Z vzi 74 *'.'x' .b' ■.b'. *'.b'. *x'. GOLD MEDIA .'x' ,'x' ,'x' Q a z � O TIED v ,..� 126 LEFT END VIEW 38 RIGHT END VIEW FRONT SIDE VIEW > PA TEN TED SUNTREE 7ECHNOLOGIES lNC- PRO�fc, lac CAD REVISIONS DATE R AND PATENTS PEND, 798 CLFARLAKE RD. SUITE �2 - - -- U COCOA, FL. 32922 "'e'' 00 /00 /00 eonao or aaorzssioHnL SLIM— Technol0 Inc" gies NUTRIENT REMOVING FILTRATION SYSTEM 798 Clea,lake Rood, C,c,,, Florid, 32922 MODEL NO NRFS -5- 70.5 -TBD °R0 ✓cm NAAdE `� No.:es]a '' > PH; 327- 637 -7552 Fax: 327- 637 -7554 START DATE: 00 /00 /00 SCALE: NIA > DRAFTER: A.E. F UNITS: INCHES -- - - - - -- 9„�,,..0 =moo CHECKED BY A . 1. PD : 00000 00- 00- 00-00 -00 NUTRIENT REMOVING FILTRATION SYSTEM �.TM 18c ROLD &GOLD ECT FOR POND 1 - -TREE TC TO COOROINRTE FILTRP110N SYSTEM 5121NG a SPECIFICS WITH —TREE TECHNOLOGIES INC C/0 EVAN SELRIGER TE _ � > PHONE: 121 -637- EMAIL : EVPNSOSUNTREE TREETECH.CON iq Ex hex 0 SUNTREE TECHNOLOGIES INC. Tm NUTRIENT REMOVING FILTRATION SYSTEM TM MODEL NO: NRFS 6 12 -9.07 GENERAL NOTES: INSTALLATION NOTES i. Pipe inflow area = TED FIT 7, The BAM media shah be E - 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, mineral No _ 6 > C Cubic feet of Media = 725 fi3 MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD primarily of o content. > 3. FLOOR OF VAULT TO HAVE HYDRO -SLIDE SYSTEM. 2' ADS -HP AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH -15 DRAWING AND THE more than 59 of the media passing the 200 siev N allowed. 4" BAFFLE 7YP. 24" x 36" HATCHES NON - SHRINK MANUFACTURERS SPEGFlCAT/ONS, UNLESS OTHERWISE The mix is composede of tine chips, - -- r CONCRETE 28 DAY COMPRESSIVE STRENGTH FC =5000 PSI GROUT STATED IN MANUFACTURERS CONTRACT. with n A metals, and a 318" blend 5. REINFORCING: ASTM A -675 GRADE 60 2 UNIT MUST BE INSTALLED ON LEVEL BASE of expanded cloy. The mix has on MANUFACTURER RECOMMENDS A MINIMUM OF 6" LEVEL average dry weight of less than o o 0 6 SUPPORTS AN H2O LOADING AS INDICATED By AASHTO. ROCK BASE UNLESS SPECIFIED BY THE PROJECT sh,y (60) pounds per cubic foot, - - - ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY non - flammable Up to 482 degrees 7. JOINT SEALANT: BUTYL RUBBER SE -S -00210 PROJECT ENGINEERS RECOMMENDED BASE Fahrenheit (250 degrees Celsius, _ SPECIFICATIONS, and a moisture holding capacity of _ ' 8. ALL WALLS 6', BOTTOM 6" & TOP TO BE 6" o least 209. The filtered water has 9. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH WITH THE SALL PIPES MUST BE FLUSH WITH IN51DE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). no change in and Water from Q J INSIDE SURFACE OF THE CONCRETE STRUCTURE. (CAN NOT ALL PIPES SHALL BE SEALED WATER TIGHT WITH A must the media must have no acute or J INTRUDE BEYOND FLUSH) NON- SHRINK GROUT PER MANUFACTURERS STANDARD Chronic touiCity. Water holding > CONNECTION DETAIL AND SHALL MEET OR EXCEED capacity must be at least 309 as J U'^ N > 10. MANUFACTURER 70 SUPPLY ALL MATERIALS UNLESS s,,,2 ,,,«,,. REGIONAL PIPE CONNECTION STANDARDS measured by GANTT, porosity. The OTHERWISE NOTED. permeability is less than two (2) a o m (2) 525" PVC 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES gallons minute are foot g per mi per square w - Q o 11, MINIMUM CRITICAL DIMENSIONS ARE SHOWN IN A of new clean filter media 0 ut W a > PENTAGON BLOCK PLAN VIEW ECONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL measured At static head of six (6) o Z RISERS, MANHOLES, AND HATCHES (UNLESS CAST INTO inches. The removable capacity z C) > THE TOP). CONTRACTOR TO GROUT ALL MANHOLES AND must exceed 0.2mg OP�gram of E W w a S HATCHES TD MATCH FINISH SURFACE UNLESS SPECIFIED media during normal operating > OTHERWISE. conditions. An example of the blend Z r to meet these specifications in w Q — `s known as "Bold AS Gold'. 70P OF VAULT ELEV. 43.75' ��36 2, The Bold and Gold (TRAM) will be alified b the rm t of o letter � — 2436245624— B v.H 3RyyE AT authenticity f om the supplier of said media. On said letter of Q ORIFICE CLEAN OUT authenticity, there will be o specific o > INVERT identification number for the > ELEV. ELEV. INVERT qualifying blend of media, verifying Q N > 780' 3942 the media meets the patented v1 0 '1 (2) 5" PVC 39EL yV, formulations set forth by the J ' INVERT 39.75' OWL 39.75' 728 University of Centro) Florido (LICE) Q Z N 0 80L0 & aS Well as identifying the spec %fiC W ' BOLD & GOLD 80L0 & ` GOLD MEDIA project where it will be uhlized. U EP MEDA y EED1IA w Q a (I ' 'ti ' ' ' ' ' ' 17 6 M a ORIFICE INVERT ELEV 39.40' 30 es Q a z YN­ 74 70 o z - - -- ' GG � r TBD U 744 LEFT END VIEW 756 RIGHT END VIEW FRONT SIDE VIEW � PATENTED SUNTREE TECHNOLO GIES IN C 'aarc' 1oc CAD REVISIONS DATE 798 CLEARLAKE RD SUITE - - - - -- a a � U aHCiHecreiHC�cFii�icnre > f2 - - -- AND PATENTS PEND. COCOA, FL. 32922 A.e.I _ _ _ _ ao/ loo > Suntree Technologies Ina NUTRIENT REMOVING FILTRATION SYSTEM vawcer MODEL NO: NRFS -6 -72 -TED ma,ue No.:esia 798 Deorloke Rood, Cocoa, Fordo 32922 NG 329- 637 -7552 Fax: 327 -537 -7554 START DATE: 00 /00 /00 SCALE: NIA DRAFTER: A.B.I. UNITS INCHES CHECKED BY..A.B.I. PO # 00000 00 -00- 00-00 -00 n Nl1TRIENT REAAOVING FILTRATION SYSTEAA 7 �C +cwre � BOLD &GOLD ECT FOR POND 5 N.T.s Ne ffq -, _ > OONTRNOTOR TO LOOROINRTE FILTRATION SYSTEM SIZING &SPECIFICS WITH: PHONEVNNTSE IFS INC 321-637-7522 R _ fi SHONE: C 0 0 �exly 2112 T—. AC srvru /4'Ro orez E \I..L jinn pv'recer siDC xFn PC ns STUFF N9IES� pF� q[oNro� LLFIALTS XFOEPIA81E 'I ILL E usrl Riry aPncL orrvAUE AHRCPII oxs ORWFIRE HYDRANT ASSEMBLY � A',," NoTFS HE PHIL PILL, BELL MAxxcre`I) Iva'.'AE 1. TEITUCIT wwuoI) XXNTANI z. wElcxT �IU�po iaial wpcxT sTxM Vc I I11 1 3o,.T. . T1"1riw1I1xT � 117 x/z �zs s /°��i / <' zz i /a' usr To30u <xx � c ,Ntxreq� MANHOLE FRAMED& COVERD u�g I LANS IT COLLAR WITH MANHOLE WALK MANHOLE FALL FORCEMAN Nr NNECT ON MANHOLE IRED " PIPE 9 BE Ex HILI TO BE INTEGRAL IT. IRE-CAET EAST DROP CONNECTION NOTEaoRED 'x11 BF cORE FILL 1E mVCUT` eouN - P -_p SIR NT 2 ER4: ,: ": "G`;v,: CONNECTOR Mx NLT O cMORE A F THE MAIN TYPICAL CONNECTION TWO NFE '[WEER Is LOCATED Q TYPICAL MANHOLE CONNECTIONS METER "1 10 BE ITV raigM1t U Brnne C rb To e Ny wltN )M11u 2" 430 clN, ME3�_CEE E_- ss p oN On x109 N - A PH 14 GAUGE Lstop ra meter ccoupeing THING ORE .INS~ Fortl Catalog NO. 813 -332W I. 2X4 OF SDEwaLN PLAN PLAN mem 11 NTIIN I IN .,B T DEPT, of COVER Sitlewalk Right ai v ne ' METER BOX 10 BE AILEWALI �B III cnv sE RVICE uNE - _ -1 P W FEE— TIEInIBne lue 1 ASTM 02]37 s.oP N PROFILE - 'p nx wnH Loc MrvcEwirvo By FEMALE nOMES m rre n M1rea PROFILE a y PROF tM1et=ity of Winter Sprin gsnls NOTES: m By THE ATV OF WINTER ER UFF, LLED e3 /tle p q NtN q POTABLE WATER SERVICE SINGLE gTxr q POTABLE WATER SERVICE DOUBLE q 0 FINISHED GRADE 2' THREADED CAP r2. (TIP) 2' 90' ELBOW HATEI .1 WITH CAVEP OF GRAVEL OR PUSHED ROCK BEDDING 2 90 ELBOW NOT PIPE 0R SCHEDULE P.V "C SCHEDULE 80 NOTES 1, : LLE Ty ',all BE DETAIL I ALL El RAIMENT 11 o ,pTNi[q POTABLE WATER SERVICE g OPPOSITE SIDE OF MAIN t2pgNK p� BLOW OFF � jOWNNN 0 TA3 RANCIR WITH PU LOT LINE 6 1 BR30' CURVE S 1 ) ABOVE OGROUNDL SURFACE SIZE VARIES ORE. GO, Is to MIN. PLAN u y p —t. GROUND LEVEL IS UM 'EWER MAIN ARIES NO 1110 FIR A EN— sLRVICL PROFILE a U J J � Z j 0 GO Z Z waT W � Z m d m Q Q C_ Q 0, O � d Z 0 TIP 0 Q Z 0 O_ O Z_ W N U� D i d r Z Q Z � CO J Z Z Q Z Q � Z Z Z � O U ✓� � N U U ,+tNTEq SEWER LATERAL DETAIL 3a� c As IDGMIREC As REQUIRED FIB, IHED(.11, avas aEHD PAVEMENT A I BE vARIEl PLAN I / PROPERtt NOTE: L., P.v.C. PIPE "DETAILS PROFILE o o9 -rz4 -9B SANITARY SERVICE LATERAL - �°me. �m - svunea D AN71 souzzzz -° sousszs -ou: unaxv m 11.1 R s s+ awo tE�'S`LiU mOY .OF 101111,— 1­ DI GF FlIll wx� oAav° 1111IMS1 U. IOT 11 non�re�,�xws� = no<En. 1F ee,awc u.s. vaunom envT oA eow�. 1 3 PRECAST ECCENTRIC CONCRETE MANHOLE DUCTILE IRON POTABLE WATER MAIN DT' TYPICAL METAL PIPE ­" - 4" PIPE 3' TAPE IS CENTERED ALONG TOP HALF OF Pi Y HI TPE=;P MA,1D ­LE WATER MAIN 5 - 16' PIPE 6 TAPE IS PLACED ALONG UCTL SIDES OF TOP HALF OF PIPE� ,ILZTJlZ��ll�/J.LZ�lIZ7J.1Z' , 21" ANN XER WITH A THIRD DnSCrD TOP HALF OF THE PIPE ET .t ...�ih}2Yy n;p{ �n's"i.^,q .�'�ti',hs�-:°.� �.f ;� �.',•y, ��.he.'i Y�'�-3�.: -`, i�'4�e'W.o Imm ti N.i i4% ?Yi: :NY aq'';� �� �Tp h�`ty�'�•= r'`''te :v. �`° ;?x>5�`',�.d= '��:;'`�'^:"�;2''' ,a;'.,- ;� �k: iek...+.Y'T x. :..V.� A.*55urY'Y.. a•J'�i4,y. fir }p.. ..':w' '.^Y{?:rA ir•• "%��`*.a: ^'.fi:'3tib ^�'MI. '1.`�. ,"'.Ka.F..."%1L0.'�l.?�M: + t�E 1 0 PIPE IDENTIFICATION ANO wARNwc TAPE A[OBN� NOTES 1 FTTINGS SHALTHAVE RESTRAINED JOINTS UNLESS OTHERWISE I HE CATED I NATALL FULL LENGTH TO NTS WITH TOTAL LENGTH E.UAL TO OR GREATER THAN LENGTH SHOWN N THE TABLE ED TH 0 ES ES UP TESTS E 4 ALL INLINE VALVES SHALL BE REST PANED 5 WHERE NTERNAL RESTRAINED JOINTS ARE USED THE ENTIRE BELL SHALL BE OR NTED RED P C GO EDURE I OUTLINED N T TRUST RESTRAINT DES AN FOR DUCT LE CONPIPE GUIDELINES PUBLISHED EYDIPRA USING THE ASSU.PTIONS SHOWN BELOW WORNINGREESSURE SOILDESIGNATION IN (SANS SLTn DEPTH OF COVER LET SAFE Ty FACTO' ' THE DESIGN ENGINEER SHALLINCREASE THE VALUES N THE TABLE AS WARTANTED By I HE SO E CIFIC SOIL DESIGNATIONS LAYING CON D T ONS P PE MATE D AT ETC FOR D P ENCASED IN POLYETHYLENE INCREASE THE GIVEN VALUE BYAFACTOR OF 1 25 (9 RESTRAINED JOINT TABLE - WATER MAINS u is u n ttfsTS -i.� � %sau�z R` InvatltlatlnR �Ibv�Egx I� WT lltt" �` rssll rsttisT BF �Iiu ' ii °n °v °vii ITw�- wl &II I v R #u l g yk °IJ 139u v ., r�, �� .. 5 R R R RECLAIMED WATER _ = = = = =p1 SEWER -- - - - -P1 POTABLE WATER H--- - - -U-L TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED TYPICAL VALVE BOX COVER DETAILS SN05IO PER GU THANI4 D FOR RE TO FIN INTO GRADE ✓ - O "n vAwE armor ,.. 18 "x18 "xb" CONCRETE REST OR . GOLLAR wITH #a REBAR _ _ vEP (TYPE SPECIF D) ia°ACCR " " "wiRCUD COPPER w. ` (CAST TIeorvE) HANICAL aowT AT VALVE - _ i vALVF vALVF Box AND covFR P We orevesoo srm •camas TIE NOTES 1 F TTIN AS SHALL HAVE RESTRAINED JOINTS UN LESS OTHERWISE INDICATED 2 N STALL FULL LENGTH TO NTS WITH TOTAL LENGTH E.UAL TO OR GREATER THAN LENGTH SHOWN N THE TABLE ED TH 0 ES ES UP TESTS E 5 WHE C E N T E C NAL UP STEP NED TO NTS ARE USED THE ENTIRE BELL SHALL BE PANTED RED PROCEDURES GULF NED N HUS RESTRAINT DES AN FOR DUCT FE CONPIPE sM (SAND D SLn DEPTH OF COVER LET SAFETY FACT OR I CONVERSION FACTOR FOR PVC PIPE CONDITIONS 1 PJ RESTRAINED JOINT TABLE - WASTEWATER EORCE MAINS TRACING WIRE GENERAL NOTES: ALL PITAURN, I PIPE LIE THAI IG I RE 11 TO 31 2. SYSTEMS-TRACING WIRE SHALL ALLOW (RECLAIMED w R AND SEWER re TRACARIFTY OF ALL PIPE BRANCHES FORCE MAINS. N TRAINS WIFE CNALL . R ENTIRE E WITH O MA IN AND SECURED TO THE MAIN EVE BY SHALL EXTEND A MINIMUM OF 12 T ADHESIVE TAPE "E ABOVE MAIN' THE FOR EASY —ESSIBILITY. 3. SHALL BE C VAACE BIN AATPROPER, 11 W RE EENT- IF ED �pprBq THE RUN. M 1 2 TRACINC WIRE CONNECTION •ioNNms REAHANICAL TAFF- TAPPING VALV LEE Wv MATER MAIN MAIN J AL t_ DIM LGINT PLAN 1EILINCT WIT �DwT cA �( LEEVE RUFTE PAN 1 6 STANDARB WATER MAIN WET TAE J J CD CD a m W 7 _ Z w Q n W Q w � � � d m Q Z ER c, U, Z_ J ( OT Q Z oo CD O O Z W u, U Z D % d r ED QTV � 0] J Z Q Z Z Q N Z Z � r v SIN a �^ U NC. 28973 Cca�41- I Ne >'Mr Cap •. aE.NO=o ®N�� ooh m A TDP �Ew (oBWK SECTION A o'Aro MllE PA—ID AND O -cos a.. a 11. usuw. —11 NE ®- ,mua PW VUU IONS .11 L—L— P,AU<rv�A, GS wr< "PANE,. 1 REDUCE PRESSURE ZONE BACKELOW PREVENTER NDNT EN WATER i' MAIN TBNN NERD �i I �oF =IOAEN PLAN IENENi �PPR IED DN' EDGE of III 2 PVC CASING 1 1 / cN Al- II III" NI N II —��CD END o STOP as RECUIU olNwnicRC s.ANPED LLIT ..E NoiES: PROFILE I RECLAIMED WATER 111B STGP TO BE NITALLEU NOTES: 2 iLE Br CONTRACTOR ON ALE R[cLAiN[o ssavicD LINDA By THE DN' OF WINTER .PR INS, 1 D S' N l'PLBNRANBCNCEWITALL 2" —_ PoVrDTBVU_ND rueiNC BE ENCASED IN 2 PVC PIPE���� u �^ Y 9 RECLAIMED WATER SERVICErrrN ws,vmrA os -n -ss � OPPOSITE SIDE OF MAIN nENE TuBINc 8 RECLAIMED WATER SERVICE wlgy0� J J W o W Q Z � " Z w a o w � Z w � N � d m Q G Q � O C7 L� � � z Q z 0 � O O Z_ W N UZ D > d r z Q Z � CO J Z Z J Q V 3: Z z z � O r r- u � N a v U NEAR NS AINT CALLS SCAPA ANTENNA SEE LIFT STATION PANEL DETAIL CONTROL PANEL SEE LIFT STTION PANEL DETAIL METER AND O LIOUID LEVEL CONTROL DISCONNECT CABLES TO BE IN ONE CONDUIT, PUMP POWER CABLES TO BE IN SEPARATE CONDUIT JUNCTION BOX NEMA AS S.S. APPROVED BACKFLOW PREVENTED ea Y¢n STAINLESS STEEL BALL RACKS, 2" DIA. SCH CO STAINLESS STEEL PHIP -. EN � , NT PIPE Imo. D BE INV ELEV = 13.60' — ALUMINUM AO RECESSED HANDLE W/LOI.V(SET AIDE 4 D.I. VENT WITH ZURN VENT CAP ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE EXISTING GRADE VALV VAULT SEE LIFT STATION VALVE ,1 12' 3 ELEV PIT & BYPASS DETAIL 25.37 SHUT OFF i PIT G W PLO C VALI pIN WITN 2' SOUAREHNUT 12 CHECK VALVE MIN. DUCTILE IRON e r r ALL MJ JOINTS MUST BE RESTRAINED 2 -44 BARS R\ GALVANIZED IRON 3' FLOOR ` PRECAST CONCRETE FLOOR DRAIN TASAM 38353 -92. WITH 6" X 6 WWM SLOPE OUTLET PIPE 1/2' PER FORT TAUDIELE ALARM ..pp HIGH LEVEL ALARM ELEV = 13,10' & Emergency UPI, 11,11 Stmt .7 LAG PUMP ON ELEV = 12.60' L I - LEAD PUMP ON ELEV = 12.10' 2 - ALL PUMPS OFF ELEV = 9.60' D cTILE I aN AUDIBLE ALARM LOW LEVEL ALARM EL = 9 & Emergency Low Level Sut Orr ° 60.� GROUT -1 ELEV 7.60 - v $'6 -12' Cl EW IN. z A 7 11" ANCHOR BOLTS 0 EXTEND 7' IN70 BASE Precast Ma.Via j—, to P—d. Additional C—,K, I. Slab AS R.gUlred tD CDmp ... - Tor Boupncy or Wet W.II. ADD y posy 1. I —H., Well g LIFT STATION DETAIL v ee1.;o� PC F A ry \� PC EE F I DE WINTER sPRINDS. =I . [R Peaµ e TO ALUM RON COVER 10 TYPICAL VALVE PT sou° x PA ToP vlEw Ecnax CONCRETE ROD WITH ev SIDE VIEWCArNECTON NOTES: 11 11"1 Op� a E GRIP RING OR[M[GA[ LUGS R STRAINTS N °twRA' LIFT STATION VALVE PIT & BYPASS FE� I - g _F;-] — Re ew PUMP DATA UMP MANUFACTURER FLYGT UMP MODEL ge�* NP 3127 MT 3 SPELLER DIA L'K[uxD 202 MM P.M. 1735 ' P. � i0[RROn ns IME xxx \ 1 D ■ ISCHARGE HAS' ■ A" 3 MiROL arrEL e Y ■ � ■ \ 60 ■ ■ VOLTS 230 rg A ALUMINUM AO RECESSED HANDLE W/LOI.V(SET AIDE 4 D.I. VENT WITH ZURN VENT CAP ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE EXISTING GRADE VALV VAULT SEE LIFT STATION VALVE ,1 12' 3 ELEV PIT & BYPASS DETAIL 25.37 SHUT OFF i PIT G W PLO C VALI pIN WITN 2' SOUAREHNUT 12 CHECK VALVE MIN. DUCTILE IRON e r r ALL MJ JOINTS MUST BE RESTRAINED 2 -44 BARS R\ GALVANIZED IRON 3' FLOOR ` PRECAST CONCRETE FLOOR DRAIN TASAM 38353 -92. WITH 6" X 6 WWM SLOPE OUTLET PIPE 1/2' PER FORT TAUDIELE ALARM ..pp HIGH LEVEL ALARM ELEV = 13,10' & Emergency UPI, 11,11 Stmt .7 LAG PUMP ON ELEV = 12.60' L I - LEAD PUMP ON ELEV = 12.10' 2 - ALL PUMPS OFF ELEV = 9.60' D cTILE I aN AUDIBLE ALARM LOW LEVEL ALARM EL = 9 & Emergency Low Level Sut Orr ° 60.� GROUT -1 ELEV 7.60 - v $'6 -12' Cl EW IN. z A 7 11" ANCHOR BOLTS 0 EXTEND 7' IN70 BASE Precast Ma.Via j—, to P—d. Additional C—,K, I. Slab AS R.gUlred tD CDmp ... - Tor Boupncy or Wet W.II. ADD y posy 1. I —H., Well g LIFT STATION DETAIL v ee1.;o� PC F A ry \� PC EE F I DE WINTER sPRINDS. =I . [R Peaµ e TO ALUM RON COVER 10 TYPICAL VALVE PT sou° x PA ToP vlEw Ecnax CONCRETE ROD WITH ev SIDE VIEWCArNECTON NOTES: 11 11"1 Op� a E GRIP RING OR[M[GA[ LUGS R STRAINTS N °twRA' LIFT STATION VALVE PIT & BYPASS FE� I - g _F;-] — Re ew STATION TRACT W U m J J Z Q � J W o O I � W — Z d o W _ Q � d m Q CC (' LL Q Z Z W Z to O O O Z_ E Z Z E S PU d O m Q1 Q CE J c Q Z Q Y i Z � 'o o w N a � NCAIC OF .e [NCl w mw m�v II I I ge�* LIFT STATION PANEL 0 NTRD[s or L'K[uxD ■ ■ PE, Raa ' ■ ■ IP � i0[RROn ns IME xxx \ ■ ■ em .� mn ■ ■� MiROL arrEL e ■ ■ � ■ \ / _ s�aTa xn[xa < vxux wun ■ ■ rg e it e x mxcRn[ DRrvE ■ I'If wunr I xrcn uxe ■ ■ ■ I r nS ■ ■ i (ruin e7[Rw I E 1 11 e ■ ■ ° W ■ ■ TRACT'GG' LIFT STATION TRACT W U m J J Z Q � J W o O I � W — Z d o W _ Q � d m Q CC (' LL Q Z Z W Z to O O O Z_ E Z Z E S PU d O m Q1 Q CE J c Q Z Q Y i Z � 'o o w N a � NCAIC OF .e [NCl w mw m�v • a•W W lz r ^`� m J G N a U yl e � � v :I -• +� � � Na. 38973 nr I� u•e r� i I I� 'I I CONTRACTOR TO TO CONTACT CURRY S CONTROLS OF LAKELAND FOR LIFT STATION CONTROL PANEL DETAILS. SCOTT CYPHERT: (863) 646 -5731 Rl L m TJ:..�v�'Stl•.A �IfII ownr U-=4R ` m m ni m r.l 5 ]l 18 23 � dl 'f �J L. YJ J G N a U e � � ! �sTwa M °E5 w, P8 e l.—H n Na. 38973 CONTRACTOR TO TO CONTACT CURRY S CONTROLS OF LAKELAND FOR LIFT STATION CONTROL PANEL DETAILS. SCOTT CYPHERT: (863) 646 -5731 1 . Z v j Jam., Tv fi_j 14x Y�6`6P94 � CONTRACTOR TO CONTACT CURRY CONTROLS OF LAKELAND FOR LIFT STATION CONTROL PANEL DETAILS. SCOTT CYPHERT: (863) 646 -5731 a U m J J J W o O I � W W _ Q � d m Q Q Q w o o d z v' vi 0 oz Q Z Q r z r � v o w N a U No. 28973 w*w - - - - - -- �MOEET j , . SH TP -1061 - X_ ^ I - i- -' LU ^ -L ^ } IL " I p{ CO '. h., .� I DOU Lu LU n, 0- U w � Z =) LU / ICI I I I I TREE PRESERVATION KEY NT DOQ 2016 ieo o ieo 300.TPT100 ® ■■■■E ®am•m ®��mm ®mmo�® ®m_m ®��mm mtma ®m ®��mm ® ,® MMMM gonna ffmm Mm ma ®m�mffmm� ff.WM Emu= ISM ® ®m ®m.m■® m�m.m■a ®m�mm m._m�_m.�_ ®mom. ®mom mt ®m ®��® m ®m.m■m� INS ® ® ®® ® ®mm.m�m.m■o ®m�m.m■o mt ®m ®m.m■mm m ®��® ' ® ®m ®��� m ®m��a ®mm•m mm ®mm•m ®�® ® ®a ®��� • ®gym ®��® m ®m��a ®mm.m ®a ® ®m ®m�� ® ®m���m� • mt ®m ®��a m�m��m� ® ®m ®mm ® ®m ®m�� • ® ®mma��mm m ®��0 mt ®m ®� ® ®m ®�� m,mm•m ®��� • ■■■■M ® ®m ®��mm ®m ®��® ®mm•m ®� ®m_m�m�� ®mm.m���mm mtmm.m ®��® m ®��a ®m�mm ® ■� ® ®mm• ®mom ® ®a ® ®mma��mm �m� ® ®a mt�m ®a ®� ®msa ■ ■ ■ ■® ® ®mm��a • M ®mm.m���o • . ®m�m���a ®m_mImm ®mom© mt ®m ®a mtm�a ®mom ®m�� ®�mm���mm m�m� ®mom ®m�mma��mm ®mom® ®mmrwj ® mMmm ® ®m ® ®m ®mm ®gym ®�� mt ®mm���mm m ® ®mmm� ®m�a ®mm ®mom ®mom® mtmm.m ®��mm m ®m��a Womms EE ia ®mm.mWorm�m� Worm Ram ®m_m ® ®m ®��o ®��mm m, ® ®m��mm ®m ®�m� ®mm•m�m��m� ® ®m_m ®m ®��m� ®��mm • ®m��mm ® ®m ®m��o ® ® ® ®��a • ®mm•m ®��mm ® ®m��a m,�m ®m��mm ®mm•m�m��m� ® ®m���o • ® ®m ®��mm m, ®m��mm UNION ®m ®��mm • ■■■■M ® ®m ®��mm ® ®m ®�m� ® ®m ®m��mm ® ®m ®m��a ®gym ® ®m•m� ® ®m ®�m� � � � .■® ® ®m ®® ®mom ®m��a ffomms ® ®m ®��mm ® ®m��a ® ®m ®m��mm ® ®m�m��a ®mm•m ®��a ® ®m ®��mm ® ®m��m� ® ®m ®m��mm ® ®m�m��a ® ®m ®® ®mom • . ® ®m ®��mm - ® ® ®m ®m ®m ®��mm ®��mm ®��mm ® ®m ®��mm ® ®m ®��mm ®® ® Elmm, ® ®m ®��mm ® ® ® ®m ®m ®��mm ®��mm ®m_m ®��o ®m_m ®��o ®m��a ® ®m���o ®m��mm ® ®a ®��o 11 �I MEN. MEN oil BEENE MENEM MEN MOMMEN MEMO MENEM o���a ®® ®■. ®® o�� ®ate® ��� ® ®® ®. m �� U g� OV �y 3 as m D n C7 zz co a U) —1 1 REMOVE I zp— O o �<5 W [ J a W W L z W D q� W CO H n 1213 e N/A UMOIF DECn2016 MOVE A— llEET 301 105 s,.,�. :Pe<en� TYPe s,n�im.n nay RnP.Rn,Ia�n TREE PRESERVATION NOTES SEE TREE PRESERVATION TABLES (SHEETS TP101 - TP105) FOR TREE TYPE, DBH, AND SPECIFICATIONS. DESIGNATED TREES TO BE PRESERVED SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION. SEE TREE PROTECTION DETAIL SHEET (TP10� AND THE / CIiY OF WINTER SPRINGS DEVELOPMENT CODE. Tree Protection GENERAL SITE CONTRACTOR/BUILDER WILL BE RESPONSIBLE FOR REPLACING Barr cr ANY TREE IDENTIFIED AS BEING PRESERVED /SAVED THAT IS DANIAGED, DIES, OR Driplinc IS ACCIDENTALLY REMOVED. To/ Dripllne (min) � 20'lrnax; roTnraEnuireEO reEVUCEmErv. caEOlrs ^� qNY TREES PROPOSED TO BE PRESERVED /SAVED THAT ARE SUBSEQUENTLY REMOVED SHALL BE CONSIDERED A VIOLATION AND SHALL BE REPLACED ACCORDING TO THE TREE REPLACEMENT STANDARDS SET FORTH IN THE CITY PALM TREES en Q OF WINTER SPRINGS ORD. N0. M102 -08 WHICH SHALL INCLUDE ADDED CREDITS ORIGINALLY DERIVED FROM THE REDUCTION IN REPLACEMENT CREDITS FROM Ulreeo aeaincemeNT an.eTO eezr THE TREE'S ORIGINAL PROPOSED PRESERVATION. onplha p/edaa/ 11 l42 R 11 T REMOVE l 3 TREE PROTECTION ZONES FOR PRESERVED /SAVED TREES SHALL BE � Foncc Location I Plan Vlew CALCULATED USING APPENDIX "C "AND TREE PROTECTION AREASIGNAGE SHALL R/lin. BaY tram tlnpllne) UNDESIRABLE TREES (APPENDIX A -CODE) BE INSTALLED ACCORDING TO APPENDIX "D" OF CITY OF WINTER SPRINGS ORD. Fence barrier to SEE CITY OF WINTER SPRINGS DEV. CODE ORD. N0.2002 C8. � be no runner �nan r dripllnc NO. 2002 -OB APPENDIX "C" FOR CALCULATING THE TREE PROTECTION ZONE. TREE PROTECTION ZONES FOR TREES ON ADJACENT LOTS TO THE SITE BEING DEVELOPEDSHALLALSOBEPROTECTEDnsREDUIRED TREE PROTECTION BARRIER ��a caEOITEExcaANeEIErsTO eE aEmwEO.n qLL UNDESIRABLE TREES AS LISTED IN APPENDIX "A" SHALL BE REMOVED IN N0ii05�E ACCORDANCE WITH CIiY OF WI NTER SPRI NGS ORD. N0.2002 COB. ADDITI ONAL SPECI MEN OAK TREES TO BE SAVED TREE PRDTECTIDI� TREE PROTECTION DURING CONSTRUCTION AREA TOTAL REQUIRED REPLACEMENT CREDIT ADIUSTMENT xw ae unArAui fo•anr oenon.en•a ur.�r�<en^dar Msehlnary, Dumping, Construclkpry •,M,...x a.n. ,. nm.,n...n e.,�em�+w,� w.,��.,.M xn.k Parking, or Storage of Any Materials h PRONI6ITEQ URloN raomAOOEn sPEelmEN ena,aEES„�E :. in�e,.w. r�.e•w �•,,..r. wp»� v.nr����e.a�m�emw �� "w ��, cl cr wlnnr oaEpu�aro areucrMrl. *,K rw,«,en w�,.�ro ,. gy N �nga �.d.ame.�n,r � nln �xro dn�da- r,e�i.e u n�p.�, a n.•c . +lwutara rr augect �a.,.. a, n.... x1ran.,,,�r mrr..a�;yalmrr r,«,�wnsm�nlo pef vlut.iun. ra%m SSrype,,nnae• Enkoraed oy the City of Winter Sfrmg6 r.xna,a w�.x.,.�e.wa.enNee. vnn.mr<w,.�. r•. x ia,.,aa w• io,n. :nx,� w Pyrawnl b Criapar 5 of the City Code ^� -ft Nexrwb[..- . -fti,ee waxenzwl.revnnn,x.a uw,Pdn.r. eo xae,e,red wxrmraW.riye �ort,em rme.rw-,yn�a.,normmnwe•n•o nee.ro,enen .ry s�yvywro,nwn nr.ulrlteae oy,nina131tx,nan en pew.f xfouwa vanva, ��� PdnleeMmeln W TREE PROTECTION AREA SIGNAGE rcSr+a%<,xn,d,neele.fl n[Ar rrNwYryM THE SIGN SHALL BE MADE OF RIGID MATE RIALSUCH AS WOOD METAL, nevomt, sw�aNlMrn.able t•we,M�lpp.a [M1,{inan sae, OR DURABLE PLASTIC. NONRIGID MATERIALS SUCH AS PAPER, cnRDeoARD, cELLOaHANE, OR FOIL ARE NOT AccEaTAeLE. THE slaty • a.•. nex�« nK..r n. xen.r no. �... m, K. rem,n.�l.nwr<u.eu.o-ax�.,w�..�d SHALL BE (2) FEET WIDE BY (a) FEET LONG CITY of WINTER SPRINGS .�.aa,.n,a.w.r+...aa.xe.. •.w�r.e er�N.wa..wn...,.._.eatir (oRD. NO zooz- oe,zq -e -oz) xexwwnw.e � r� —5•L� D z �r•�, TREE PROTECTION AREA S I G NAG E m �� U g� OV �y 3 as m D n C7 zz co a U) —1 1 REMOVE I zp— O o �<5 W [ J a W W L z W D q� W CO H n 1213 e N/A UMOIF DECn2016 MOVE A— llEET 301 105 s,.,�. :Pe<en� TYPe s,n�im.n nay RnP.Rn,Ia�n TREE PRESERVATION NOTES SEE TREE PRESERVATION TABLES (SHEETS TP101 - TP105) FOR TREE TYPE, DBH, AND SPECIFICATIONS. DESIGNATED TREES TO BE PRESERVED SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION. SEE TREE PROTECTION DETAIL SHEET (TP10� AND THE / CIiY OF WINTER SPRINGS DEVELOPMENT CODE. Tree Protection GENERAL SITE CONTRACTOR/BUILDER WILL BE RESPONSIBLE FOR REPLACING Barr cr ANY TREE IDENTIFIED AS BEING PRESERVED /SAVED THAT IS DANIAGED, DIES, OR Driplinc IS ACCIDENTALLY REMOVED. To/ Dripllne (min) � 20'lrnax; roTnraEnuireEO reEVUCEmErv. caEOlrs ^� qNY TREES PROPOSED TO BE PRESERVED /SAVED THAT ARE SUBSEQUENTLY REMOVED SHALL BE CONSIDERED A VIOLATION AND SHALL BE REPLACED ACCORDING TO THE TREE REPLACEMENT STANDARDS SET FORTH IN THE CITY PALM TREES en Q OF WINTER SPRINGS ORD. N0. M102 -08 WHICH SHALL INCLUDE ADDED CREDITS ORIGINALLY DERIVED FROM THE REDUCTION IN REPLACEMENT CREDITS FROM Ulreeo aeaincemeNT an.eTO eezr THE TREE'S ORIGINAL PROPOSED PRESERVATION. onplha p/edaa/ 11 l42 R 11 T REMOVE l 3 TREE PROTECTION ZONES FOR PRESERVED /SAVED TREES SHALL BE � Foncc Location I Plan Vlew CALCULATED USING APPENDIX "C "AND TREE PROTECTION AREASIGNAGE SHALL R/lin. BaY tram tlnpllne) UNDESIRABLE TREES (APPENDIX A -CODE) BE INSTALLED ACCORDING TO APPENDIX "D" OF CITY OF WINTER SPRINGS ORD. Fence barrier to SEE CITY OF WINTER SPRINGS DEV. CODE ORD. N0.2002 C8. � be no runner �nan r dripllnc NO. 2002 -OB APPENDIX "C" FOR CALCULATING THE TREE PROTECTION ZONE. TREE PROTECTION ZONES FOR TREES ON ADJACENT LOTS TO THE SITE BEING DEVELOPEDSHALLALSOBEPROTECTEDnsREDUIRED TREE PROTECTION BARRIER ��a caEOITEExcaANeEIErsTO eE aEmwEO.n qLL UNDESIRABLE TREES AS LISTED IN APPENDIX "A" SHALL BE REMOVED IN N0ii05�E ACCORDANCE WITH CIiY OF WI NTER SPRI NGS ORD. N0.2002 COB. ADDITI ONAL SPECI MEN OAK TREES TO BE SAVED TREE PRDTECTIDI� TREE PROTECTION DURING CONSTRUCTION AREA TOTAL REQUIRED REPLACEMENT CREDIT ADIUSTMENT xw ae unArAui fo•anr oenon.en•a ur.�r�<en^dar Msehlnary, Dumping, Construclkpry •,M,...x a.n. ,. nm.,n...n e.,�em�+w,� w.,��.,.M xn.k Parking, or Storage of Any Materials h PRONI6ITEQ URloN raomAOOEn sPEelmEN ena,aEES„�E :. in�e,.w. r�.e•w �•,,..r. wp»� v.nr����e.a�m�emw �� "w ��, cl cr wlnnr oaEpu�aro areucrMrl. *,K rw,«,en w�,.�ro ,. gy N �nga �.d.ame.�n,r � nln �xro dn�da- r,e�i.e u n�p.�, a n.•c . +lwutara rr augect �a.,.. a, n.... x1ran.,,,�r mrr..a�;yalmrr r,«,�wnsm�nlo pef vlut.iun. ra%m SSrype,,nnae• Enkoraed oy the City of Winter Sfrmg6 r.xna,a w�.x.,.�e.wa.enNee. vnn.mr<w,.�. r•. x ia,.,aa w• io,n. :nx,� w Pyrawnl b Criapar 5 of the City Code ^� -ft Nexrwb[..- . -fti,ee waxenzwl.revnnn,x.a uw,Pdn.r. eo xae,e,red wxrmraW.riye �ort,em rme.rw-,yn�a.,normmnwe•n•o nee.ro,enen .ry s�yvywro,nwn nr.ulrlteae oy,nina131tx,nan en pew.f xfouwa vanva, ��� PdnleeMmeln W TREE PROTECTION AREA SIGNAGE rcSr+a%<,xn,d,neele.fl n[Ar rrNwYryM THE SIGN SHALL BE MADE OF RIGID MATE RIALSUCH AS WOOD METAL, nevomt, sw�aNlMrn.able t•we,M�lpp.a [M1,{inan sae, OR DURABLE PLASTIC. NONRIGID MATERIALS SUCH AS PAPER, cnRDeoARD, cELLOaHANE, OR FOIL ARE NOT AccEaTAeLE. THE slaty • a.•. nex�« nK..r n. xen.r no. �... m, K. rem,n.�l.nwr<u.eu.o-ax�.,w�..�d SHALL BE (2) FEET WIDE BY (a) FEET LONG CITY of WINTER SPRINGS .�.aa,.n,a.w.r+...aa.xe.. •.w�r.e er�N.wa..wn...,.._.eatir (oRD. NO zooz- oe,zq -e -oz) xexwwnw.e � r� —5•L� D / TREE SAVE AREA �• I ® ,� ADDED SPECIMEN 8- a — � h co l hl ` NSt'23'1q..W �88.�8' rm _ I end L4 1 xn N --- ------- --- ------- --- --- - - - --- --------- - - z E ------------------------------ - - - - -- - - - - -- _ - 1 0 0 1 ----- - - - - -- ----------------------- - / = rs _ t O O --- rzal , r 1 N --------------- ----- -ry—• __ _ ,..R---- - -_ - -- / 1 I F /----------- - - - - -- - _ - - - -_— \ o /^ J in II ryq� - --- - woo° _ S8�'S8'44'E 5�1 / L3 _- ___ _ Q — ICI L- LL / 1 ----------------- Izal �� W / TREE SAVE AREA -� -�'- .1 , co Lu J 4 ��- - - - - -- - - -- -_ - -- =`� -TREE SAVE AREA - - -- �,� w co M TREE PRESERVATION KEY 7 TREE SURVEY ,� ,m.m.. '�°"" L �• III xortrx wl 9V III �' �I 1 O Non SPECIMEN TREE TOBESAVED TREESAVEAREAS SPECIMEN TREE 24 "DBH OR MORE TO BE SAVED eu u lu IV may, e SPECIMEN TREE 24 "DBH OR MORE TO BE REMOVED \ � _ C' oc \ \#EET� +` 1213 ° I�� li�l 1361 1 , /•. 1 50 ® SHEET TP•10� o SPECIMEN TREE 24 "DBH OR MORE WITH STRUCTURAL DAMAGE ' / � TO BE REMOVED ___ r � 306 TP- 106 i A \� `♦� TREE PRESERVATION KEY O� , TREE SURVEY ♦♦ 0 NON SPECIMEN TREE TO BE SAVED SOpP 9\ \ ♦♦ � TREE SAVE AREAS \\ o \,\ ` ♦,, SPECIMEN TREE 24 "DBH OR MORE TO BE SAVED 1 ` \�" \ \ ♦♦ SPECIMEN TREE 24 "DBH OR MORE TO BE REMOVED ou�a -LLer D - SPECIMEN TREE 24" DBH OR MORE WITH STRUCTURAL DAMAGE \ \ OR TO BE REMOVED \ \ \ LT \ \ �'� s \ \ ✓ \ LL .. l� A OT, A V' sm ez OR \,A A '�\ X o a,eaa T SA � D„ v = - - -- o, e� o„ eoe `. „e o, n F W ea °=>.o>=e o: ez zz / % \^ \ \ sf �, °'e= ss� �moa�a�o�g,7e;�;oa °,n / � \\ \V ♦♦` ,a �� / V ♦♦ oaa , SAVE E " AREA �\ \\ ,,, A �♦ �a TRFlw _ AR A m „ea „ae TREES — _ _ _ _ _ _ _ _ _ _ _ _ _ _ NORTH REE'SAVE AREA S5545 55`[ „a( 822.03' SHEET TP•107 — — — - - - — — - - - — — — - - — — — - - - — — - - - - - — - - - - — . SHEET TP•109 �m o� U g� Q�m 5v � am LL z z Q�5 u) aC()o wz0- [if o aQU Q W J a W Lu j z W u) of Q- Q [if H t 7, -------- - - - - -- -* —t;- �..--- SFiEE� I I {+ 1 1 — 1 p -_-- - -- - _ — - -- --- - I n1 i I eal-- _____� 1 I Niq I-'-='-"-"-'--'--'-;1- 7 o -- I ,a — 1 111 am. W /{ WI 1 / I " 7,.s .ate Y x` \ \ 1 W W 3 1 N � D I .i I I I I I.„�a °pss °� 9 ,� 1� F+= �o ° j / i,. II; lesl ow °wY® lay laal Issl .11 j •. 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' 1 ; TR 'S AREA X62\ , 1 1 ' /, 1 1 1z 1 ; 1 1 1 1 i 1 mo �m �yv � m H co V z z Q U) D_ C() O w z0� Q 0c� WQU Q Lu J a W W U) j z W W Lu CO LuCO [L*:_� '! .. iY3B)• " 50' DOO2O16 3O9-TP -109 1 1 1 1 1 1 \ 1 1 1 1 — 1 1 1 TREE SA 1 1 T 1 1 1 1 1 y 1 1 1 1 °L 1 / 1 1 / 1 / 1 � 1 / 1 1 / 1 / 1 I 1 \ VE AREA \ TREE PRESERVATION KEY 0-1 TREE SURVEY \ \ \ \ 0 NON FSPECIMEN TREE TO BE SAVED \ \ [2::�j TREE SAVE AREAS SPECIMEN TREE 24 "DBH OR MORE TO BE SAVED SPECIMEN TREE 24 "DBH OR MORE TO BE REMOVED SPECIMEN TREE 24" DBH OR MORE WITH STRUCTURAL DAMAGE TO BE REMOVED - \ \ PER pt,," PVe STgT 1 \ \ \ RiGA OfP lG T 01- 434 �OF WAr�yAPMEiyT -OAr VARI N o�.xac. �\ 1 \ \ �' \� SFCryOIV �Rq PO �� AEA ... �� s .a �' hs•I II ao TREE SAVE AREA i a3a TREE AVE AREA 1 ADDE SPECIMEN 1 1 � i; arzl Irz ilk Lu 3S� hem � 24d9 � 'I / "// •• -x, 1 1 —. - -_ /" z hel TREE SAVEa/ i PEN 0 ` �/ NORTH a .s i a � I „el 1 a 1 h h 10 , 1 1 y i _o_ISHEET TP _ 1 ET TP� __ __- ________________ ____ ______________J lSSHE 312 - - -- 1 1 a � �"'�� mo �m R� U g� � am �yv m Z zQ — U) 0- c) wz0 [ifO cr QQU, Q W J w L u Lu of 0- ~w M co H 11■ 1 . I---- - - - - -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i TR 1 1 1 1 1 1 1 1 2g. 1 1 1 ^ 1 6s 1 1 1 1 1 pr 1 1 1 B. 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 i -�- - FIEET �� �' - - -- - -' -- � W S EAV=A VR. E A ACHIIxi �-- ____� I �I \ \ POND THAOT 1 THAOT G ImA M1nl - _____ ____�{ 11zr I _ TREE PRESERVATION KEY � O TREE SURVEY 1 - 1- "- '-- ---- - - - -__ --- OI,FSPECIMEN TREE TO BE SAVED — — TREE SAVE AREAS �1 SPECIMEN TREE 24 DBH OR MORE TO BE SAVED f'f SPECIMEN TREE 24 1 — Izasl os °, I a - nom- l __— ____ - { ti I�al DBH OR MORE WITH STRUCTURAL DAMAGE TO BE REMOVED —�'. 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L-2 cn SHEET L -212 05: T P -20 �;= --- - - - - -; I................ ; -- SHEET ` - 1, }. -' QZ - jI �- — Paz L -204 - , 4 i = I; " ?', =win UdJ EET L- w U I" - " SHEET _ l._. L -209 Ik K� Z U Q U) co - u LANDSCAPE KEY SHEET Nrs ® Pa 1213 �. ieo o ieo 360 �' . ADN DDOd DOQA2016 313 KE100 REPLACEMENT TREES PLANT MATERIAL LIST Trees Botanical /Common Container Cal Ht Qty Ratio Points um/ AS Ivraple LZ 11 1 11 Q .i� /E��n, Ieanva 3 iveS/ ovnvov Hairy ve / �� Evov Hairy /Ea gesov Ha v My U e /d. 1. 3asa TEea "l;tl�la�;o� „sobers¢~ =e=��Pal psi ��gl�l;:Phl Pl E�,TanNOga syas�' a °�� sn�m,MlI,TN�mabl�do�e 4var0.v2 4uausvlrglnlana /SOUMem /IVe Oak na /so ve a wn 6.5 um/ bald rypresa Toe Tax d— Sims= eels rypresa bsgal IS 3 I TOTAL 3 4632 RESIDENTIAL LOT TREE REPLACEMENT Lot No. Min. Trees per Lot No. of Lots Total Trees 1 -125 1 125 125 126 -131 2 6 12 132 -159 3 28 84 160 -212 2 53 106 213 -228 3 16 Q 48 229 4 1 4 230 -231 6 2 12 232 -245 3 14 42 246 -270 2 25 50 271 -280 3 10 30 281 5 1 5 282 -371 3 36 108 318 -319 4 2 8 320 -326 3 7 21 327 -328 4 2 8 329 -336 3 8 24 337 -338 5 2 10 339 -372 3 34 102 373 4 1 4 374 -378 3 5 15 379 4 1 4 TOTAL LOT TREES 822 NOTES: LOTS SO WIDE OR LESS TO RECEIVE 1 TREE PER LOT NA SOD TYPES. REPLACEMENT TREE CREDITS NEEDED 3751 SOD A =S ®bb ®66,66 00mDlb ®0 /SA00001 G,bbb REPLACEMENT TREE CREDITS PROVIDED 4632 SOD B = P 6666 ®b 00 -0 / B bb®Dbm IIIII MEIT TIFFS III eE os 1 Qty Shrubs Botanical Common Specifications 111 AS A111-111, 1111,11, Ell 1111 1, 1,1111,IL,ll sgs ,za ,sl�.e. 11 111 -ph GENERAL NOTES BUILDER WLL BE RESPONSIBLE FOR REPLACING ANY TREE DENT LED AS BEING PRESERVED THAT WAS REMOVED AND FOR PROVIDING TREE PROTECTION PER DEVELOPMENT CODE FOR ANY PRESERVED TREE. TREE REMOVAL AND MITIGATION PER LOT IS THE RESPONSIBILITY OF EACH LOT OWNER/BUILDER AND SHALL BE CONSISTENT WTH THESE TREE PRESERVATION PLANS AND LANDSCAPE PLANS. ALL LOT CANOPY TREES AND SMALL TREES TO BE SELECTED FROM THE CITY OF WNTER SPRING'S ORD. NO 2002 -08 APPENDIX "B" DESIRABLE TREES AND INSTALLED IN ACCORDANCE WTH THE DEVELOPMENT CODE. ANY TREE PROPOSED TO BE PRESERVED THAT ARE SUBSEQUENTLY REMOVED SHALL BE CONSIDERED A VIOLATION AND SHALL BE REPLACED ACCORDING TO THE TREE REPLACEMENT STANDARDS CITY OF WINTER SPRINGS ORD. NO 2002 -08 WHICH SHALL INCLUDE ADDED CREDITS ORIGINALLY DERIVED FROM REDUCTION OF REPLACEMENT CREDITS FROM THE TREES ORIGINAL PROPOSED PRESERVATION. TREE PROTECTION ZONES FOR PRESERVED TREES SHALL BE CALCULATED USING APPENDIX "C AND TREE PROTECTION AREA SIGNAGE SHALL BE INSTALLED ACCORDING TO APPENDIX "D" OF CITY OF WINTER SPRINGS ORD. NO 2002 IS TREE PROTECTION ZONES FOR TREES ON ADJACENT LOTS TO THE SITE BEING DEVELOPED SHALL ALSO BE PROTECTED AS REQUIRED ALL UN DESIRABLE TREES AS LISTED IN APPENDIX "A " SHALL BE REMOVED IN ACCORDANCE WTH CITY OF WINTER SPRINGS ORD. NO 200208. 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For boundary IIf— EttOn. see Boundary S1rvey of Plante Property by Alen & company dot Bd 8/25/15 . m rir treee relm�riri f 1-1, m brerin ibe min r �" ibe eae (ammeter ri 1, e �rimee) rind sriuib oa 1a Da west. �'�umed orid brised riri ibe Erist nrie or 111 ibe L,Sy A rririi rie —,q beomriy ri L.gEI may be e rid /vr o �e9mol ed by w p invents of Federal Slate Dr L—I G- 111eme off r1yei e l prop v rii mom, Dri I- su y retie upon by any oiler e,Illy or indimdual whomsoever. 't of the entities listed Hereon and sn oil not be y Last dale of held survey. Sept Ell 11. 2015 ri y LEGEND: .notes wvriin Iinx III ce D tes sign v .no $d Denotes n hydrant © mates iraffic slgnril / inn rnI bn= pd motes wo er calve eno es con ere e awer ale eno es me er ha= "i Denoles woo over pole ® Denotes w ° eno Dle 0 Denotes OH Deno es over ea power D Denniee erinerete enn re eno es edge o f .men whh won Crete curb A Denotes 1A, and / riser Denoles edge of pavement eno e o e ® Denotes -Ill, man o e © eno s gas mar er ® eno es s arm mon oe m Denotes gas cave Denotes underground d1bill, TH E11,111 ee one r6er m —H I eno es mi —dvend section ® eno es me er Denoles —tefi e nw enD es reinfarre con cre e e motes re 1 12" fDn ra & co B #6023 .noes cD metal ppe AFDC Denoles flre e r merit Dconnecllon D eno es AE er care IJ en Dies --d end section �" Denofes electric meter ALLEN COMPANY _DA 34787 (407)RDIS R1— W ELI U) LLJ (n O a a U 77 U w M U) U Q a 0 a 0 z O F 9 ELI LL IL O ELI a w z z a LL e G oB P 16/24/2013 DI/Ell IALI P, FIELA A, pY /EGT DIA. B1 ILECKED BI 69.11"Am IMMUNE AAA ALLEN COMPANY E-T P-NT -ET _ER __ _tDTA 347 87 (407) 654-5355 LU ELI Z) U) Woo w 0 U) CLI 0 So LU Z < CL LL, w IL F- 0 U) o mi SHEET KEY MAP TO SCALE mok , WIN 16 I;M il�Nl HI, 4111, 4� AAA ALLEN COMPANY E-T P-NT -ET _ER __ _tDTA 347 87 (407) 654-5355 LU ELI Z) U) Woo w 0 U) CLI 0 So LU Z < CL LL, w IL F- 0 U) o mi LU ELI Z) U) Woo w 0 U) CLI 0 So LU Z < CL LL, w IL F- 0 U) o mi I L , °rexre� xa ���IIII \ \ \ \II I ILE 587'58'38 "E PROPEFTL I w.. xo-x s II .u. xaor �. rnoes I I of �Po DE RIBED IN DEED BOOK 'I WxxS� +,x STP, 25re3, ! I� -- - - - - - - - - - - - - - iE NI �61 - - -- 1 —E - -- - �..a .o m T A E� I yy CA RCE'+L E r- opp L, "x 16 . -- - - - - -_ y I j W m/ zr I o �a'E.x. SILT' L3 III / S ' T 1\11 / R1i600re AC � c° a mx,u mrexos 1 TF- GRAPHIC SCALE -P}y,.n PA EL s -1 .r.. ..., *1 ALLEN COMPANY \I Ix 3 I 11r/ j I "IIG -mil / I TPACT 1113" N58 Q8 24 W 317 29 H W W °C, W % I 124 11 11111 C4 E 11 40 16" EAR — 93 EPP 114 4151 E N63 32 58 W 11101 O� CA 36 127 IT A . I a¢ I FTAPCI I c° a mx,u mrexos 1 TF- GRAPHIC SCALE -P}y,.n PA EL s -1 .r.. ..., *1 ALLEN COMPANY o /- .m �n9IDZre s ...a S -2 � � nv , omrea Rnnwsxw irxo ru .m, .ua. � •�• ^rte �/ �, W �• Eo B 2 , PAGEE 39 % ',: , zw una x 2 III I xaro-� \ x AL SA TRACT Ien: . "°r°uxo.xx RIC ueI U ED a 0 a 0 z O L ED _.. ___ 585 45 55 "E _ _ _ uern _sxer -_ _ _ _ -------- on* P o.sxx nmi 87-1 .03' -_ -_ - o6 /6a /2a13 \ • "' /:,,, " v<nrxo res -suxrc °LRM ov /E Cr - SHEET 4 OF 9 ( 4.7 )R6B5`9 R 65355 11265 NH 11 CA � 2 15 44 1113" N58 Q8 24 W 317 29 H W W °C, W % I 124 11 11111 C4 E 11 40 16" — 93 EPP 114 4151 E N63 32 58 W 11101 O� CA 36 127 IT 575 41 45 E 111 ol' 132 IIA IDEA 34a "W 1141 41 D ILI_ SHEET KEY MAP - NOT TO SCALE U) LL, a O d O Z BID - tm U Q LU LEE] = �l0 �S1 U OR o /- .m �n9IDZre s ...a S -2 � � nv , omrea Rnnwsxw irxo ru .m, .ua. � •�• ^rte �/ �, W �• Eo B 2 , PAGEE 39 % ',: , zw una x 2 III I xaro-� \ x AL SA TRACT Ien: . "°r°uxo.xx RIC ueI U ED a 0 a 0 z O L ED _.. ___ 585 45 55 "E _ _ _ uern _sxer -_ _ _ _ -------- on* P o.sxx nmi 87-1 .03' -_ -_ - o6 /6a /2a13 \ • "' /:,,, " v<nrxo res -suxrc °LRM ov /E Cr - SHEET 4 OF 9 GRAPHIC SCALE n RACT 1 TRACT I I =o I PARCEL A •," ru, ema �. arnsl�R�l aw eow i. rw�s I au, eax �. r,w�s I al I I I I I el I I r__________________I I I I I I A "PET' ° 6 EEEE EEOK 'E"' 128. PACE 392 i° I PARCEL A I I I za PARCEL, A TRncT 1 TRACT 1 ° N i.TRACT 1 I I I I I I I I I I I I I I rouxo a aaH aao k,., — �J ,a 1 1 / / /„ 1 �4 El az a w as. PARCEL C �J All �J WA 1011 , / LINE TABLE L2 12 E5' N131303 E / LINE LENGTN BEARING l I L3 15.00' S87 17 53 E / La L1E LR 19 9R' N37OB28 E Lil 17 9C SEA 13 59 W L12 / Ls 15 EC' LED 12 52 E EL 18 Ln�--- - - - - -- 1 ELEl �tm a585'o a'341.0 _ < ^d M,E.�,mn"davod'NO�oo- ALLEN COMPANY A, \ �j � A A ., '....E, e.. \ � „. soa 17 T. s3 11 W (4D7)ROB54— 5355 �I I _ ALLEN COMPANY \ �j � A A ., '....E, �m \ � w�NT'Ea cn� EN` aoaion`3'TeT \ (4D7)ROB54— 5355 �I I 3 w I .,,,, I ® rIXOr °m \ w \ r W o \ � w a U) ILI a U) LLJ \ W a O F O O O o w U W 2 W ti a w U o ,. .�. .p„ °PARE . m eI . m Al 3 b.,•a•:; EAER E fop° PAR ., '....E, �m a ° . ,. ....° �I I 3 w I .,,,, I ® rIXOr °m a ar�ao �o oF' °o.I I , O F I I I I= ..,. .v .gym • P ARCEL C .sm I I asrxu� TRACT 1 ° L A __— _---- °�8 - - -- � � •�tl i OBN OB/2a/2013 — — — — — — — — — — — — — 9oorc a 5 vA [ s32 5 Dv/EGT SHEET 5 OF 9 <�x=Mxu x,µo,xrvo N5a421120 EcwNi _- sassa.e. po�N, ore Nc / 8>2,03' r'Dw, or eeeirvrvirve - 'wa �w�rvu�w �rv,xrvry a�rv�„a r�u,x�rx — -- - - -- p \ sas as %se a q, \ A >� PROPER." DescR eeD IN �r p DEED BOOK 128 PAGE 392 aL. iY'C \ °9 Ri °9'L .n„ o n. O eCr T �o �.' \ °i o., c ^,� ax. u,w�pus as z. \ p"9R> ">RO4 r \ p' 0 5 ,b� •� � 4a \ c\ vv. �l \ � vv. GRAPHIC SCALE PRaPERTY o SCRIBED IN V / DEED BOCK 125. PAGE 392 vv A "A A x.,xx 3 s a C „P TRACT A9. 3 D4 9AT M fi b . DEED E 39 ze anc \ s ; \ .,ACT axo \ \\ 4.1 4\ uAa D` , }Na .xwax. IT, s / DEED 92 EL — .RnATI -- \\ �� Are a.oro PARCEL .R . vvv v n D LIE N-1 +a o I ® ) / Lm A ��L reo \ N PARCEL CT 2B n, i. iRACi 1 -- PARCEL Ex PACT (. — M1I .... AR , for e 4 g ° rm o av mo q \ Po 4 . .ems •,m. gy C eel m.l w° \ �/ I .vm ex CRAG ..m ws a an. —@a @N \y .nr sss .,mm .m I n ,G cA>✓ree,w 3 • PAN' Cl PEMNIN� -L xry eEM �A #'�•♦♦,♦♦* ALLEN COMPANY ­AT CLANT ­E ET (..7)RDIS R- r W ILI D ILI (n W W a U) O O d a a o W z a z U Q LL a U W W = M � U) U a 0 a 0 z o LL w. xeem x rx\srnnr. r avers oB P 06/64/2013 DvAEGr .Xrv0. T' ercKm arrssr ' � / J Dv /EG FSHEET 6 OF 9 1 N' saoR H ..® TRACT T PAPIEL awes — — — — — — — — — — -------------------- .., LCT — ----- - - - - -- SHEET KEY MAP — NOT TO SOLE I I AC I TRACT T I I c� GRAPHIC SCALE I RADIUS TaeLe CURVE CURVE H R., xx�a „tea � I I I I I I I I ax o I I � � I i ALLEN COMPANY 16 E-T CLANT —E ET IN TEIC (.07)RO6 Ri- w ILI U) w w a 0 d a o- n, o w z a z L Q LL a U w w = EL � U) U Q a 0 a 0 z O LL oR 0- 4/2013 IATE SCALE — ” /ENT IIELA ov /TCT 69. immilm I I I I I I Yg�� ��w„ a�a� a, �, a.� I I I I a�w. na�.x� gar. nxxx, xx�x �>•` I I I 1 N' saoR H ..® TRACT T PAPIEL awes — — — — — — — — — — -------------------- .., LCT — ----- - - - - -- SHEET KEY MAP — NOT TO SOLE I I AC I TRACT T I I c� GRAPHIC SCALE I RADIUS TaeLe CURVE CURVE H R., xx�a „tea � I I I I I I I I ax o I I � � I i ALLEN COMPANY 16 E-T CLANT —E ET IN TEIC (.07)RO6 Ri- w ILI U) w w a 0 d a o- n, o w z a z L Q LL a U w w = EL � U) U Q a 0 a 0 z O LL oR 0- 4/2013 IATE SCALE — ” /ENT IIELA ov /TCT 69. immilm SEER 4 �ml mss. 'g3 \ry4o "4 ,v sns.sws or esoc, o. cwrcnn r,aus.o�v, sns: 4il..s Paea��anwsv -- - - - - -- --�— — '° 004 os P E s � lIV N` 'E, J s � ", �z I ffi I - - -- __ — —�° ,� l LRT - - -- -- m 237228' TRACT 1 PARCEL C -- CURVE TABLE \ I I \ I � I � I I T I I TI I \ I I I I / I I 11 I II / / 1 / I / ��I 1 % I I I I cvaw uc c wo u.a.x viwaaz I I 1 \ uoxuuwp. xa xuu Wo xuaux xwiw ?� SHEET KEY MAP - NOT TO SOLE S^ ALLEN COMPANY AALECN 9 R (..7) 5 .— W ILI D ILI U) W W d 0 d aa o w � z CI- z U Q E7 a U w w = EL U) U Q a 0 a 0 z O LL oT P 06/24/2013 SCALE — D1/EGT RELA .1 IT pv /EGT 691 11[3117 F — — — - 344'34 E G.p,�epsw'gq, 3 TFftC4 a�P2.S HgRM �'oT a. "aaY" < °. I \ B oA, �t I T RAFT , I ,1 >a .ss r 4 st „ „ IPaROA<`P1, — - -I -- — R° T ,, E , ,g�I+ All AIL nc GRAPHIC SCALE I FAE I .ew, ' I I I � .:& TrencT w —Cl �,�., m'T" � ", �z I ffi I - - -- __ — —�° ,� l LRT - - -- -- m 237228' TRACT 1 PARCEL C -- CURVE TABLE \ I I \ I � I � I I T I I TI I \ I I I I / I I 11 I II / / 1 / I / ��I 1 % I I I I cvaw uc c wo u.a.x viwaaz I I 1 \ uoxuuwp. xa xuu Wo xuaux xwiw ?� SHEET KEY MAP - NOT TO SOLE S^ ALLEN COMPANY AALECN 9 R (..7) 5 .— W ILI D ILI U) W W d 0 d aa o w � z CI- z U Q E7 a U w w = EL U) U Q a 0 a 0 z O LL oT P 06/24/2013 SCALE — D1/EGT RELA .1 IT pv /EGT 691 11[3117 F — — — - 344'34 E E 535 61 I T I 7 — IPaROA<`P1, — - -I -- — R° T Tp E , ,g�I+ All AIL nc GRAPHIC SCALE I I I,b I I I .ew, ' I I I � .:& TrencT \ I I \ I � I � I I T I I TI I \ I I I I / I I 11 I II / / 1 / I / ��I 1 % I I I I cvaw uc c wo u.a.x viwaaz I I 1 \ uoxuuwp. xa xuu Wo xuaux xwiw ?� SHEET KEY MAP - NOT TO SOLE S^ ALLEN COMPANY AALECN 9 R (..7) 5 .— W ILI D ILI U) W W d 0 d aa o w � z CI- z U Q E7 a U w w = EL U) U Q a 0 a 0 z O LL oT P 06/24/2013 SCALE — D1/EGT RELA .1 IT pv /EGT 691 11[3117 / / 1 / I / ��I 1 % I I I I cvaw uc c wo u.a.x viwaaz I I 1 \ uoxuuwp. xa xuu Wo xuaux xwiw ?� SHEET KEY MAP - NOT TO SOLE S^ ALLEN COMPANY AALECN 9 R (..7) 5 .— W ILI D ILI U) W W d 0 d aa o w � z CI- z U Q E7 a U w w = EL U) U Q a 0 a 0 z O LL oT P 06/24/2013 SCALE — D1/EGT RELA .1 IT pv /EGT 691 11[3117 po H,,a. arv7HxH� 9� 'e b o'\ A \ a H°paa x»x�x. xxxiusxex ��x,xxx � zazso EaD assse "ACT, zs o0 awry: ttxxwsxw iuro ruxo A �A SOA'13'03 "W .wepi� 9 EPED OPE RDTR V SDESCRIBED IN F D �E8. n p an s PAC:La�@ ,dxx,xx / A \ \ ,•, �^ o�oL CE/S�1:owMxo CC v LOT I �w=<xxx�w�xx.x C'\ vv v CL 60 CC- 1 141S OUT ka HD scR ECLIEC ACO�K 128, PAGE 392 PARCEL A 1 \\ \ P A� v� vvv v TRACTv v 1-UN °oyaQ P-1 AT RAIT , A xnxxuxw p,B I;-.q d PenIND. 11 11 4 N86 50 39 E m unnxc a x:wn: n x�xxw...xus,x„r sne j /nN - -- ---- --- - - - - -- i- - - --- - - - - -- mm /I ------------------ ------------ xrv�x xre�:� w . o �... x rx:re�s // SHEET KEY NAP - NOT TO SCALE i � 6 x„xw vxre�. r rrvo s xxu�xx xwm. / Iawax. rsxm x rxo µx s srxs �>/ ��`� `-: ALLEN COMPANY (407)RDIS 81— w ELI D ELI V) w w a 0 d aa o w a Z L Q E a U w w = EL � V) U Q a 0 a 0 z O L� oe P 06/6a/20�3 Dv/ECT I,EC ED BV `/'T �� = ax,.xT�x,x,Txx,� J L SHEET 9 OF 9 LECENO: Wain link fenre wfw ena e -oi- y motes wall r en - slgn ena es l n11111 ena es t ""I' I'. I /ron 'l I— ena es wa er wive ena es con e e owe, ale ® Denotes weer bo= ena es woo olewe, pale 0 Denotes diet ron .notes over ea power 0 Denotes concrete ena ire ena es edge o .men mtn roncrete curb c D111111 eec nc os ana / riser ena es vem e e Ityat p ® Denotes anitnry man oe ® ena mar er ® ena es s arm man o e W .not s gas calve Denotes a de,g,ound d11111, pp,, D11.111 111,11.1 e rarer I� ena es m i ere Wend section ... es mail me e, Denotes renters ._, ena es 1e111.1re cone.. e e D.I. les se 1/2'e iron rotl & rn L9 #6123 D.notes co metal ape Denotes Gore Hole W Denotes water valve NOTES TN IS IS NOT A BOUNDARY SURV db,y survey by Allen & Company for b ary detnlls. Bea,ings assumed and based on 1ne East line of the Ne y rant - 1-19 . bearing o t 1-1 1 na /%o. .1 s p 1 11. y rid /0, p g o ltmente Of Fede,nl, stale n, L-b en�,nm - n11 u,g e ubjeet a perry tint �,nwn nn tbis --y D alna t I— 113-1ee ame MI, 11-1 numoe� 1211]G0160 F and 12117.01]0 F, moo dote Septembe�28 20 7. not wlid wiNOUt the signature and g raised seal o! a Florian licenred su yo and Underground ullllttes and mprovemenls were not locnled. unless sM1Own M1ereon. El emotions a n Seminole County Benchmark Designation 2171901. h-19 a publisM1ed elewtion o! Elewtien Bering # Elewtien Bering 0.17 L49 b2 21 Lb 12 " 10. A9 R1 I9 .73 8.82 112 6 89 "29 118 1178 71 118 11 11 14 51 111 1202 P1A 45.38 Li 4 Il 11 L21 8.32 117 11 11 L21 17 11 1�1 7.63 L211 36.08 L55 1 24 0.97 L31 R2 1 01 14,12 1 L21 " 71 R21 3 12018 115 32.83 0.82 111 11 50.89 L38 37.839 1.37 L7 11 21 111 1 1 33.69 138 9.23 L60 51 20 142 21 15 P9 •-V *---1 ALLEN COMPANY INTP Re (..7)6 R1— w ELI U 2 a g O 0- O F- O m U) Z (n O ELI U Q >J Q U H DAIE oB P 09/17/2015 IIALE Dy GT pv /EGT 69.11"Am ALLEN COMPANY ( 4DJ )ROB59 Ri 5355 w % Z ELI U) 0 ELI U = U g o Q � J d Q O F F O N oe osmizo1s II/EIT ov /EC. 69. 11 wilm So - - - - - - - - - - - - - - - - - - GRAPHIC SCALE — — — .- - -- — — -- — — — — — — — — — — — — — — — — — ..... ..... GRAPHIC SCALE r7777 ov /E Cr SHEET 4 OF 97 LE a, COMPANY >- co LU co :c 0 Ol 0 0 0- 0 co �o F- ..... ..... GRAPHIC SCALE r7777 ov /E Cr SHEET 4 OF 97 ALLEN COMPANY ( 4DJ )ROB59 Ri 5355 w % Z ELI U) 0 ELI U = U g o Q � J d Q O F F O N oe osmizo1s II/EIT ov /EC. 69. IIQ11m al - ALLEN ------------- COMIPANY 17 cA�TO EN` rNLT�oTAE ET 34787 GRAPHIC SCALE U) LU U) Z3 o 0 71 71 -, RmzRs IALI llEIT IIEIIEI IY�� SHEET 6 OF 9 i i r i 7 ( a ALLEN COMPANY (4DJ )ROB59 Ri 5355 w % Z ELI U) U) O ELI U gU o Q � J d Q O F F � O oe p osmizo1s II/EIT ov /EC. 69. Immilm LEGAL DESCRIPTION PARCEL 1: A TRACT OF LAND LIFUNG IN SECIION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNT' FLORIDA DESCRIBED AS TOLLYIS BEGIN A 0 THE FLAT THEREOF AS RECORDED I PLAT EASE FORI6 DLIC GR D PU RD$ ON THE NORTHERLY LINE OF RAILS TO TRAILS, AS RECORDED IN DFFICI AT THENCE RUN ALONG SAID NORTHERLY LINE AND THE EASTERLY LINE THEREOF THE FOLLOWING COURSES: RUN NORTH 55'2813' NNG A FADIUS 0 LENGTH O RING 0 F NORTH 111111 WEST T C A PONT OF CHORD `OMPOU US RADIUS OF 2148 74 FEET, A CENT AT ANDL 54 C LENGTH OF 108 7B FEET, A CHO OF 1 7 FEET AND A 58399 NI F DSTANCE OF I IT W III ARIGHT �OF?WAYSM -25 ? THAN" NTR LONG S DA DEPARTMENT OF TPANSP 0 ITCH IN NORTHEASTE RL, THENCE DUN S 01THERATE RL, D EPARTNA CAR SOUTHERLY RIGHT OF WAY L NE, AT ONG SAID NON-TANYENT CURVE. HAVING A ARGUE OF 299840 FEET A GENTFAL ANGLE 0 R TH 47IF2�241H 5E9 , AN AEG LENGTH OF 56865 FEET, A CLOSE F -WAY LINE FEEL AN THE NORTHER Y RIGHT -OF -WAY LINE IF EACCORD NG T FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT -OF -WAY MAP SECTION 55 070 -2517, THENCE RUN ALONG SAID SOUTHERLY RIGHT I F 'A' LNE T HE TO �NG CGUASES CONTINUE ALONG SAID NON-TANGENT GUAVS HAVING A FADIRTS OF 29984D FEET, A CENTRAL ANGLE OF A7C1A`5 I AN ARC LENGTH PC 373,95 FEET, A CHORD DISTANCE OF 373,71 FEET AN A A CHILD BEAR N A IF SOUTH 111241 EAST THENCE RUN NORTH IS-1212- EAST, RADIAL WITH SAID CURVE TO, A DISTANCE OF 15 DO FEET T 0 A HAVING A RADI UN-TANYENT CURVE CONCAVE NO1=AC ' 3`1H IN E AN NA SO 72 ALLIED D IF 17111 FEET AND A CHILD 54A BEARING FEET WITH NRA TH NCI PUN PONT SOUTHEASTERLY ALONG SAID NON - TANGENT CURVE. HAVING A RADIUS OF 298840 FEET. A CENTRAL ANGLE OF 09'21'53 ". AN ARC LENGTH OF 488.44 FEET. A CHORD DISTANCE OF 485.89 FEET AND A CHORD BEARING OF SOUTH 85'51'48' EAST: THENCE RUN GENT CURVE CONCAVE NORTHE PAUL TH E , IN THE TE Ll A I A 'A G NICE T ARE S IF 29 "A C FEET, A CENTRAL ANGLE OF E515 El , AN AAC LENGTH OF 32-5 FEET A IGNORDOF -OF Q OF 327 89 FEET AND A CHIP RD A EANNI OF SOUTH 7111 45 EAST TO THE NTE'SE'TON IF 'AD ' OINFERLI PATH OF STATE ROAD 414. THENCE A ON SOUTH EXTENSION AOF THEN WESTERLY LINE FEET OF THE AFORESAID PLAT OF /THE RESERVES AT TUSCAWILLWPHALSE EII WTHENCE RUN SOUTH 0'4533' E SAID WESTERLY LINE AND ITS NORTHERLY EXTENSION THEREOF, FORA DISTANCE OF 870.18 FEET TO THE ALONG POINT OF BEGINNING. TRAIT OF LAND LIES IN SEMINOLE COUNTY, FLORIDA AND CONTAINS 1,588.985 SQUARE FEET OR 35973 ACRES MORE OR LESS. 1[:0*T 1211-1 OIRXS'A SECT IN I TOWNSHP 11 SOUTH. 1ANIE 11 EAST. AND IN SECTION A TRACT OF LAND 11NI NOTE COUNTY FL PACCORDING TO TH PLAT THEREOF RA RECORDED IN PLAT BOOK 1. PAGE 5 OF THE PILL I IEIGIDI OF 1EM COLE COUNTY FLORIDA, DE5CPIBED A5 FOLLOWS I BEGIN AT THE NORTHWEST CORNER OF LOT 51. TUSCAWILLA UNIT 9. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT 'AD L INE OF PAT A TO TROULS . AS RECORDED N OFFCAL RECORD A BOOK _7 . A �.E 112 OF SAID PILL I RECORD A E THEN CE , IN SOUTH 0044 58 EAST ALONG THE WESTERLY LINE 0 SAID PLAT OF TUSGAWLLA UNIT 9 FOR A DISTANCE OF 545 59 FEET To HELL' N.INFAILI LINE OF INE CASA PARK VILLAS PHASE 1, A ' CARD NO TO THE FLAT T 'PAGE AS 11 A AND 98 OF SAID PUBLIC RECORDS, AND THE WESTERLY EXTENSION THEREOF. FOR A DISTANCE OF 2372.28 FEET: THENCE RUN NORTH 04'17 }6" EAST. DEPARTING SAID NO THERLY LINE AND ITS WE E v XTEN5I ON. RIGHT OF F 71TAK FEEH THENCE RUN NORTH 85HE SE' WEST, FOR A DISTANCE OF 7s2.12 FEET TO THE EASTERLY I107; WAY LINE OF ALONG IAID LINE .E coIN FEET TO NIAE GUV, RICH, PONT ON A CAN TANIEN IF .3 LNITH vIES CONCAGE 03'4fi 2n"�AN THENIE LENGTH UOF N354.93AFEEiS AACN ORDSDISTANCE EOFH 354.86AFEET AND A CHORD BFEE ARING OF NN GIF EAST; THENCE RUN NORTH 13'13'03" EAST, NON- RADIAL WITH SAID CURVE. FOR A DISTANCE OF 12,05 FEET; THENCE RUN SOUTH 87 1114 EAST. RE PA'TNG SAN EASTERLY 1IFT-OF-WG1 LINE. FOR A DISTANCE IF IH 71 FEE T TO A PONT ON TIT E WEST PATH 0 _WA, OF AN UNNAM ED STREET ACCORD A TV THE AFORESAID D A A TCHELL' SURVEY OF THE LEVY "ANT THENCE WAY LNE RUN SOUTH 87-1753 EAST, DEPARTING SAID WEST RIGHT-OF FOR A DSTANCE OF 15- FEET TO THE CENTEILINE IF SAD UNNAMED THENC DUN NORTH CG42A7 EAST. ALONG SAID CENTEFLINE. FOR A DISTANCE OF 37200 FEETI THENCE 188.78 FE T THENCE RUN NO TH '1443' EAST. FOR A DISTANCE OF 4795 CONCAVE: THENCE FUN NORTH 744812' WEST. F R A DSTANCE EASTERLY FEET TO LINE OF TUSKAWILLA ROADN THENCEN RUN NORTHEASTERLY ALONGASAID EASTERLY RIGHT�OF- WAY /LINE AND ALONG SAID NON- TANGENT CURVE. HAVING A RADIUS OF 5677.58 FEET, A CENTRAL ANGLE OF 022529 ", AN ARC LENGTH OF 240.27 FE ' 5 FEET AN N CHORD BEARING 0 HE ET 78" EAST. DEPARTING SAID EASTERLY T I T -OF -WAY LINE AND HEN E DULL WITH SAID CURVE. FOR A DISTANCE AI 369 67 'O'TH 1717 1 FAIL. DEPARTING CONT-OF WAY L N E FOR A D ST ANCE IF 15 GO FEET TO FLY E AT CIESAD GENTEEL BE IF AN UNNAMED STREET T EN 'ON SOUTH 124217 OF AT ALONG SAID DEPART TREET ING SAD RUN SOU H 8058'38 SEASr DE ARTI°NG SAID °AST RIGHT -OF -WAY LNEC PCHT DFS ANGELINO` O4 88 DFEETN TO FA IT T RADIUS OF 4008.02 FEET, A CENTRAL ANGLE OF 01'22 36 ". AN DUN ARC LENGTH OF 98.30 FEET. A CHORD DISTANCE OF 98.30 FEET AND A CHORD BEARING OF SOUTH 03'01'14" EAST; THENCE RUN SOUTH 39'49'02" EAST, NON- RADIAL WITH SAID CURVE. FOR A HAVING D STANCE OF '5' 4' FEET To THE WESTERLY LNE IF SAD AALS TO TNALS� THENCE JRUNE�LON ` SAD `ASTE­ L UP AND T HE A IF -TANGENT GO FEET ; THENCE PON SOUTH 'I "TO" A D AA NSCAED NG1NNF7 FEET 70 A POINT ON A N�N G4'AVA ENGAGE CENTRAL ANGLE OF 0315C)II, AN PRCE LE STANCE 0 AF CHORD BEARING SOUTH 2221 40 EAST TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE COPUTTEAS7PALC� THENCE PUN SOU7HEAS7EP Ll ALONA SAID 1U11 HAVNI A RADIUS IF 1 115 35 FEET, A 1ENTPAL ANGLE OF 25 32 IK AN API LENGTH OF 853 91 FEET A CHORD D 'TAN" IF X4, A FEET AND A AHOPE OF AD NO OF SOUTH 37A131 EAST� 7HNC, PUN NORTH 3-121L IAST,,N31,N- ADIAL WITH SAID CIPFE, FOP A DISTANCE OF 1111 FEET THFN" OFF PUN SOL DISTANCE GF 17.96 FEE, HEN CE 5­4 PUN SOUTH 552726 DESCRIED EAST FOP A DISTANCE OF 1411 48 F EET TV THE P013 UT OF BEGINNING THE ABOVE TRAIT OF LAND LIES IN SEMINOLE COUNTY, FLORIDA AND CONTAINS 4,240396 SQUARE FEET GR 97.346 ACRES MORE OR LESS. NOTES BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE EAST LINE OF THE THE LEVY GRANT AS HAVING A BEARING OF SOUTH 04'1303 WEST. EN FROM FIGHT OF WAY DRAWINGS FROM SEHNGLE COUNTY AND THE I FLORDA DEPARTMENT of TRANSVORTAnoN. ONLY IINIIENTI III" HERE IN HAVE BEEN GET AT THE ITENT1 1ECTEIT INTE1101 LITI. BLOCK GGINEII GNP , CUT OF A', AGE NOT VONIFIGENTED AT GLIENTI BE CET ND/O' AGREEMENTS NIT FUINIFED V SURVEY THAT MAY VOTE AFFECT PROPERTY RIGHTS AND /OF LANDUSE RIGHTS OF THE SUBJECT PROPERTY 0IVA`RO ♦♦��, ,��♦♦ A L L E N ' COMPANY CURVE ' WAS 2o.. T. 8. G0 E N BED GO 17 8 41 4 5. DATED FE B. 4, 2015 AT B. GG A.M.. AND UPDATED THFOUGH MAV 5, FHEREAMAY BE EENVIRONMENTAL ISSUES AND/OR OF ER MATTERS REGULATED BYDVARIOUS DEPARTMENTS OF EAST PLANT ETEE ET (.07)RDB59 RN5355 DINE TO FLOOD IN URANCE RATE MAP MA PANEL NUMBER 12117CO150 F AND 12117CO17D F, P DATE SEPTEMB R e, G 0 5 SURVEY WAS PERFORMED FO TIES LISTED HEREON AND SHALL NOT BE RE ❑ED UPON BY ANY OTHER AND OR IN DIN DUAL WHOMSOEVER. STEVE' NOT VALID WITHOUT THE SIGNATORE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED NQ W W _ � M SURVEYOR AND MAPPER. W } (D T W Z Z z HEIGAE NOTED OF 1H I HERE ON PRAIEN UNLE11 IT ND /ER UNOBSTRUCTED v1 INOPTF ND IMPROVEMENTS. SUCH AS FOUNDATIONS AND U„U„ES. WERE °OTHEERWIISEN > d OCATED, UNLESS OEDDOU j � o WETLAND LINES AS SHOWN HEREON ARE PRELIMINARY. o ~ ~ THE AREA CONTAINED IN THE BOUNDARY IS 133.319 ACRES O z ED SHEET 1 OF e FOR aVEFnu METES AND Bourv°S DESCRIPTION BourvDARr wraFM471oN. OSEE Q Q a a ° UT N US AND wCLOSE5 HEREIN PORTIONS OF RAILROAD EAVENUE. OLDWSTATE ROAD 434 AND GARDENAEAVENUEF ALL PUBLIC RIGHT -OF -WAYS. J = = J THIS FIGHT -OF -WAYS WILL BE VACATED, BUT THOSE PORTIONS WILL BE USED OR PUBLIC FACILITIES ONLY. o Z Z Z z THE LEGAL E EOYTETFD Q O O N m AD " HEREON WAS OBTAINED FROM THE YPPROPERTOV � SEM NONE CORN APPRASERHS PUBLC ACCE" LAST DATE OF FIELD SURVEY. MAY 16, 2015. c 0 F F yGO GO ® t na�� l��r re��e _ — es sly � .. — es 1101 Door Mb eaa es 1, IF I ® eaa :: "'A a1 / cod ,a1 A— ORB. Dame: oruclal ,:cord: o 1 D4 :Doles wa :, came ... eno es can e e awe, me PC (S) eno es , :aa e: ry : :, na= ea0 tie woo Owe, 9.11 F/W D -1 g -Dt- AB eaa es we :aa 1e :O e: aaa- 0 eno es OIL road Denotes o Owe, enD es non -ro io eno es con e e eno iFe enD es ­I a! reverse curve ure Denotes e 1,, pE,,,,,l witM1 ronerele OR o D11.11A eec ne - antl / riser eno es P.111 oT rompouna curvature D111111 pOVem en Denotes IigM1t poe RAD Denotes radial ® enD es sane an o e ® eno mor er ® eno es corm man oe DG enD calve uLnleYse oln erwse noted 1101 10 turner set, eno es 11 e,g,ou 1 LFO na ge p pes D eno es e: one ,firer ❑ enD e: c c — A D enD es moil Ds m e.o es mi ere end —H., enD me :r CL A eno es cen erine •ro enD es r:ilfo cony: e VIA a en❑ es ref 1/2" Iron r❑ & c❑ LB #6723 = Denotes corrugated metal AS, ADC enD e: YUD,CI A,, e::cicon n ection ®'u Denotes electrlca titer OB P 08/25/2015 DY/EGT DY /SGT /MR SHEET INGEX SIT FET SHEETS B OF e DAR, °NFGRMATON °MDR AND AND LK Y MAP SHEET 1 OF 8 �� S 6111 1500 I R- 56]].58' 8J58'38•E D }69 BJ' M0225'29" L -2 +DST s T w� L - 14'3i'zo'E T«,1HL. HTw L NW)++ N 8123'1 Q'IIA- /3 18d 1t " GPCNTSE gae���r En 5 uNE 5 87'58'38" E 288' R= 9009.DY 6= 0122'38" I = 98.10' I T C= 98.30' I � Ca= S03tl1'14'€ q I J'S m rvo* vLn.reo ^u��9'� I I]'S3 "w � reTw urvc I L SHE 3= Ntt'19'33'E � —3.4T _1_____________ 732Y2Y+B•E_____ 1 c= 36z.oa' C�- N1139'2D "E azoo / 5915.35 ' IiERLV RJw u I p°��a ns LINE o-R= - 2 5'3R'3a` 0 a,ys � —__ —_ J _ C- 898.66 ;3 J 37`05'33'E Irk -------------------------- - - -T -- ______CB SHEET 4 ____----S- PARCEL 2 cppS�A I c,L _o-_zt+a�, - - - - -- —f - oz•g +'02- L= toapa' I =t c I _ca _ N 's n' 13w I 1 , I I I R- 1615.35' }t alt AST 1 a1 s "� u %T i s^ oQ C^e PARCEL 'I o r SHEET 5 I � I --- - - - - -- I I I s N - 514'15• W 152.12' I o.N. ICHEL suavEr nn T of THS E 1 / / LEB. w caArvT I' 1 P. �, Pc. s r I1 I / I% I I; SHEET 6 / I --- -- - - -- / I I / I I I h Ra IFE IF__J_____ �� -- I__ �$s __ ________ _ 2 v °o _ _ _ _ _ _ ------------------ _ _ _ yi____I 7- h_------ - - - - -' -- .I — _ L _ _ate-- __________� ___- „ I 1 sHE± I I $ e e L--- I------------- - - - - -- SHEET IWE% SHEETS 3-8 OF 8 BOURFARI INFORMATION 'IT EET I I I I I I R= 29ad+D' I 0= 0921'53'1 I = ea. + +' Ca= 58]'51'98 "E I I I I I R= 2983.+0' 06}601' I J 172 320.06' I i.DO' R-D 1 W LirvE T 4414N.' C B= 5]5'91'95 E I 17'3 �+p•EW a3 NR I I 11 F—INA lFf�NHIPS�NT _F, «s«,ory o'SrzHEET 8 I I THEE RESEau[ sT Pw �o'IE ___v e. ILL. acs -s -9 -- PO NIT OF I 0 BEGINNING 711150 acs 3A IIII INT OF '1BEGINNING aAaCEL z FLEF coarvEN E T UNIT 9 AB c2 s - 1 , ---- -------- ---- - - - - -- — — `-- - - - - -`- `\ 0 — N 85Y - D'�+` w ,uscnw �V°'INIT 1 2373. z8' PRITHEILI LINE 1 1 ,umnZun uxn s 1 c P, HASE I P }o acs T e e 24 . -73 1 II _______________- III ICI �!��•♦♦A,♦•��!� AL &EN COMPANY 16 EAST LAII3 NTEI SPR IT P'111 EE 1w51 xt- sus/(�mMs+ -sass rn% H H W W � w w c� > S, O F zg o �o Q Z Z Z ? C C) O O TH CO 22 EJ W 01 SHEET INDDEX LEGAL DESCRIPTION. / LEGEND AND NOTES l SHEET OL e L BOUNDARY GEOMETRY AND`6kEY MAP / / I I SHEET 6 DE 5 _ BOUNDARY INFORMATION D.R. LE SURVEY OF —THE HE LEVY VY GRANT ra.oT xoo o+e8o`. °w aE rWxo.wx�ux axo rx.o 1 A . 1, PG. 5 l aw I I 5 Ell 8, 2 S BJ38'3B" E III— I � NR 369.6J' 15.OD' wr r uorauia "so °01f° N0P1X ", S, 4..+w .� x.on� �wmErws u�mp -r x nuw.ro m S 8]'58'38' Eu- t42�BB 3 � 6J}]'S3• E I tS.OD' w I I �If I R� =56J] 50' TRACT 02'25'29" / PARCEL A ` 2402]' nl Tolao C=240.25' C8= N143]'2D "E I DEED ROOK 928, PAGE 392 I round sre i I I Y rsu I'n� I I I oFm l °. `A I W� \[ oi „ ° p,s' ppN 81'23 }pvA. W � — [A�° m>/ Y II sCm .s ��..x l mr1B J85 I 1 26 i \ \\ — _---- _ - -_L_ Ipf— ---------------- ¢ T _ - -_ __ —_ - -_ �wxw.wr..�xr� Ali I ,I NO DAD °� Tu.xao,�Tkrs r 11 II I I I I / I � I N 13} }'OS" E °l I l 5 8] }7'53' E �. 1N0R5' S BJSB'44• E / 511.]1' 15.OD' II � I/< ,TRACT , �I. R= 5693.21' PARCEL A E'01V6'24` a °g /r 3]4.93' +FS R / AA EED R .PA BED 39 2 / C= 374.86' GE / CB= Nt1}9'33•E e a I swss xos.mrs sw" I PE, L % RPTRAiTP IA H, CIT I/ TA ACT I AA - - - -_— A, ax u+ war a °ro r / z3vvw� o-inix °'x / u, I ACT 'S V = 1 g" a., x °w P. �$ ,u, I I 3 I I `� I I �' Ro-= 9000.02' 91']2'36" L 6. C= 9 w 6 b' ,—'WE IINOT PLATTED }J'S3 xr w.° or s.m. xuwaw [mI 26 I tiP PARCEL G a \ Z [ DEED TRACT, PAGE 392 r°uxo 3.54' NT R- 2248.]4' — OJ'S5'09` 153.82' C- 153.]9' CB- 522'21'4D"E SEE SHEET 4 OF B rye' erz4o� � PARCEL 5-2 p / s.nw,. uns wwow,xw�cxus,w wo ruxo � n/ / y" / on/ o- -2148 2 "•02 1 c -me.n• / we CB= N2252'13 "W / �/ PCC j eE °3poc uoxuum - -% / was woti � eT203' / ALLEN COMPANY 16 EAAT CLANT —E ET IN TEN AARDICN HL R15355 F F Q Q U, I I DO DO W Z Z Z U0, w 6, > } CJ �o L N Q J == J Z Z Z o ::) < 55 w m (-) 00 N 00 DO DO N NO 0 1 JCB ATP 08/65/2095 RE SCALE IALI 11 DI /ENT CHECKED B A'/AT /MR GE 69.11wiIL.� z o I I ga I I aaRmEq /A I A. SEE SHEET z i I I A & j t- __________________ R- 5813.97' 11 D3V5'S9' I I I I C-3B4.DB' PROPER p OV DESCRIBED 39 E I� CB= N1119'4O`E D K 12$ AGE 2 I zl 2 °azY �¢6 TRACT I PAC I A TRACT i ED Y 3�a I I I RACT 1� rounou5n /e � asu n s,9 Y si I I � I I I I I I I and - - -- .. I ED IF _w• \ AGE 9999 a � z d a� 8a / / SEE SHEET 3 OF B PA EL C " °^ncwv ewi;o.w srvi w �o , awrcx. —r... � — \ f s —_ —o uoxuusm I I I I I I cwuR PoR�L ARCE I „ „•° cH of coo P L o a N 85'49'15' W rm ewz anac ]$'1,14' _ _ — YR —� H /2 E E � � I / I I � � I % I d, E SEE SHEET 6 OF 6 / _ — — — — — — — — awa« gMxx� �sxr s�a� L I — — — — — — — — — ........... DESCRIPTION. r- — SHEET SHEET OF ..... ....LEGAL LEGEND AND NOTES I nl L SHEET, 3 8 OF 8 BOUNDARY NFOPGATON I � I I ssuoe I I I �I II �..,, PARC EL C TRACT , L_ J o _ I � I GRAPHIC SCALE _--------------- - - - - -- sook os. Pwc sTZ - - - - - -- 89 T — — — — — — — — — — ���•♦♦,A,♦♦•Z�� ALLEN COMPANY 1A EIAT CLINT IT111T RD A 31181 (4 —)B 54 R15— F F W W U, AD AD W Z Zz > u) } U OR 0 ED Q ¢ a_ a_ � Q J == J 0 Q 55 w m � 00 N 00 ww oT d oeT6sTZa�s IIALE FE ovJH DV/EGT /CT CHECKED BY,nnR \ �J LF PS \ 615.35' R= 1966.532. % ¢`n \ �'4 °'A \ C= 9]4.4}' �Z R= 1915.35' ea�n� �3 \ CB= N3953'2O`W 4'= 35'33'38` cwuR PoR�L ARCE I „ „•° cH of coo P L o a N 85'49'15' W rm ewz anac ]$'1,14' _ _ — YR —� H /2 E E � � I / I I � � I % I d, E SEE SHEET 6 OF 6 / _ — — — — — — — — awa« gMxx� �sxr s�a� L I — — — — — — — — — ........... DESCRIPTION. r- — SHEET SHEET OF ..... ....LEGAL LEGEND AND NOTES I nl L SHEET, 3 8 OF 8 BOUNDARY NFOPGATON I � I I ssuoe I I I �I II �..,, PARC EL C TRACT , L_ J o _ I � I GRAPHIC SCALE _--------------- - - - - -- sook os. Pwc sTZ - - - - - -- 89 T — — — — — — — — — — ���•♦♦,A,♦♦•Z�� ALLEN COMPANY 1A EIAT CLINT IT111T RD A 31181 (4 —)B 54 R15— F F W W U, AD AD W Z Zz > u) } U OR 0 ED Q ¢ a_ a_ � Q J == J 0 Q 55 w m � 00 N 00 ww oT d oeT6sTZa�s IIALE FE ovJH DV/EGT /CT CHECKED BY,nnR wn - -- J' 6 - - - - -- - vsv vu.xaoxe aoc�ss \ \ \ ` 9 0 \ m � \ R= 2996.4D' 6= 0]ro8'45" L= 3]3.96' re C6= S58'12'96'E oxnw. saxwa�x uxo runo \ DEED C EeL sere PU 112 PARC RA \ i o-6 PlCPE.. DEN �)) DEED aez \ • °�ree�. re„,n c �so9A, \ C= 966.53' \ = 9]9.9 }' A °P " aus eaar roa s rere.r \ \1 >\ \ \ \ ° \ \ D a DEEO K 2 aRCE6 Aa2C E 3 \ q\ \ \ B s ----- - - - - -- `� wire. � � vvl �� ✓i A\ >rl- i DEED CE 392 B�' x.., NT —_ —__ aD 5 III TR_ AC TP• -- /J PARCEL G J \ �� z�.um ?,(43 ^,� \\ sys. uxs reuisso sxuss \ \ \ \\ iu.:amow °.o axe�ws xsra L �'(9mm.ns rouxo xo 1].98' 4-yoe C \ \\ \\ \ \ m4 PARCEL BLOCK KKK e \ TRACT A °3o J /oo \ \ I GRAPHIC SCALE 969' �., R=--W -561' 7'48 "E \ p- 6981'53" 46x44' Ar Nq C= 48]89' \ � CB 56]St'40 "E b� \ ry n \ r sl / I muxo rew io xu "uea � ' I- round non nod c snr — xo�wew xre nrexx�x PARCEL S O o3 PK,T PILL a A I re„ti�x urexM� sx xo naPAICEL 5-4 \\ renxex BVIZ -reer unre PARCEL D LACK ss,.�xuw ao �o.rereor. ore..ss°.n :res TRACT 1 __ �_��_� I i j .u-. TRAC E / / 0�2�y'\�µ \\ \ \ _�__ _ _ - 'i" _ereT axs -r-* PARCEL \\�• �sg s �—°. ere °re ns. °oa 3so� - - -P "A /ars ""o . 11111 IF —11 1 "_----- ______ a.PRACTL c� _ V w �re Ate" g \w \SEE SHEET 7 OF B m RR m'wrer \u C s ua. ie Tree ° m'. m ALLEN COMPANY RD ( 407 )— Ri — BE I wo U, M C LU Z ED ED (n qa qa 0 I } U oo OR Q J == J Z In N o ? Z z 0 Q 0 w m � 0 00 N 00 ww BE /n 0 L, oKATE d oe /zs /zags IIAL IALI DY /EcT A A, ,,,- D A Al/Ell /MR 69.111M W..� J / / 585'n5'SS'E - - -sser —,PC --3 - - - - - -- / m i I wn - -- J' 6 - - - - -- - vsv vu.xaoxe aoc�ss \ \ \ ` 9 0 \ m � \ R= 2996.4D' 6= 0]ro8'45" L= 3]3.96' re C6= S58'12'96'E oxnw. saxwa�x uxo runo \ DEED C EeL sere PU 112 PARC RA \ i o-6 PlCPE.. DEN �)) DEED aez \ • °�ree�. re„,n c �so9A, \ C= 966.53' \ = 9]9.9 }' A °P " aus eaar roa s rere.r \ \1 >\ \ \ \ ° \ \ D a DEEO K 2 aRCE6 Aa2C E 3 \ q\ \ \ B s ----- - - - - -- `� wire. � � vvl �� ✓i A\ >rl- i DEED CE 392 B�' x.., NT —_ —__ aD 5 III TR_ AC TP• -- /J PARCEL G J \ �� z�.um ?,(43 ^,� \\ sys. uxs reuisso sxuss \ \ \ \\ iu.:amow °.o axe�ws xsra L �'(9mm.ns rouxo xo 1].98' 4-yoe C \ \\ \\ \ \ m4 PARCEL BLOCK KKK e \ TRACT A °3o J /oo \ \ I GRAPHIC SCALE 969' �., R=--W -561' 7'48 "E \ p- 6981'53" 46x44' Ar Nq C= 48]89' \ � CB 56]St'40 "E b� \ ry n \ r sl / I muxo rew io xu "uea � ' I- round non nod c snr — xo�wew xre nrexx�x PARCEL S O o3 PK,T PILL a A I re„ti�x urexM� sx xo naPAICEL 5-4 \\ renxex BVIZ -reer unre PARCEL D LACK ss,.�xuw ao �o.rereor. ore..ss°.n :res TRACT 1 __ �_��_� I i j .u-. TRAC E / / 0�2�y'\�µ \\ \ \ _�__ _ _ - 'i" _ereT axs -r-* PARCEL \\�• �sg s �—°. ere °re ns. °oa 3so� - - -P "A /ars ""o . 11111 IF —11 1 "_----- ______ a.PRACTL c� _ V w �re Ate" g \w \SEE SHEET 7 OF B m RR m'wrer \u C s ua. ie Tree ° m'. m ALLEN COMPANY RD ( 407 )— Ri — BE I wo U, M C LU Z ED ED (n qa qa 0 I } U oo OR Q J == J Z In N o ? Z z 0 Q 0 w m � 0 00 N 00 ww BE /n 0 L, oKATE d oe /zs /zags IIAL IALI DY /EcT A A, ,,,- D A Al/Ell /MR 69.111M W..� PARCEL D LACK ss,.�xuw ao �o.rereor. ore..ss°.n :res TRACT 1 __ �_��_� I i j .u-. TRAC E / / 0�2�y'\�µ \\ \ \ _�__ _ _ - 'i" _ereT axs -r-* PARCEL \\�• �sg s �—°. ere °re ns. °oa 3so� - - -P "A /ars ""o . 11111 IF —11 1 "_----- ______ a.PRACTL c� _ V w �re Ate" g \w \SEE SHEET 7 OF B m RR m'wrer \u C s ua. ie Tree ° m'. m ALLEN COMPANY RD ( 407 )— Ri — BE I wo U, M C LU Z ED ED (n qa qa 0 I } U oo OR Q J == J Z In N o ? Z z 0 Q 0 w m � 0 00 N 00 ww BE /n 0 L, oKATE d oe /zs /zags IIAL IALI DY /EcT A A, ,,,- D A Al/Ell /MR 69.111M W..� s ua. ie Tree ° m'. m ALLEN COMPANY RD ( 407 )— Ri — BE I wo U, M C LU Z ED ED (n qa qa 0 I } U oo OR Q J == J Z In N o ? Z z 0 Q 0 w m � 0 00 N 00 ww BE /n 0 L, oKATE d oe /zs /zags IIAL IALI DY /EcT A A, ,,,- D A Al/Ell /MR 69.111M W..� c SEE SHEET 5 OF 8 \ p II �a 'IT � P RAC[TL e �N A PARCEL C - - - - - -- — -- - - - - -J L —e,., — ---------- - - - - -- - - - -- - - - --1 — eoa,e 'AC _ \ VN:PICD P ry� P£WPOS q e r �m 'j- \ z TIAC oR R o ,RR _ I I I I ITRA PARCEL I .. I �TRAACCT1 ""IT e bs— — — — — i g I ,o„ IA ago — - -I -- — °Pair; R %RI `R` GRAPHIC SCALE I ,o. ,, ,o, �� I I I I I� TRACT 1 -- I-- F--- F– _– I - -–�'. I I I I I I I I I I I I I I I I _� — - -� -- J- - - -L —J ITT ------- _R_�__�_aE_, PARCEL I LCU 2, N 85'4V44` w T PARCEL C LET cT T I — — - - - -__ EE TRACT - - - - -- �23]2.26' TPACT �.o m v 1 SHEET INDEX 1 SHEET I OF 1...... T / SHEET z OF e......... 1 ( SNEETS 3 -8 OF 8.... ,I I I I 1 ��//uPOINT OF , BEGINNING v PoRCHL , THE ,I - CCPNEP T TUS°,n.o��waw PHASE EGIN B w� BEGINNIN NG % NI T/ z -H RR i �aLA UNIT 9 � \ \ v \ ALLEN COMPANY EAAT CLANT —E ET RO (..7) CS.—..— F F w w U, I� W z zz > ILI } U Q Q as ? Z � 0 Q 55 w p� � 00 00 ww IATE oR R o'a��s�Las IIALE ov/ECT ov /ECT /MR \ v\ HE \ P arR 5CR PER \ oEEO NaK R C28 E L A, TRACT 4' / rt C� \ EE AS GUT RESEERINED / —�� DEED _ IN TaE 392 Ili RAGTT PARCEL G ` r PARCEL C TRACT 3 / \ \"A \ A n A Esl"' oPBROCEL 5n3 no xuuew PLAT K.I woo rxxo I qv 1 I rvg R= 2908.9°' tr09R1'S3' L= 9E8.99' �- C= 98].89' CB 56]51'98'E / F \ aPBRCEL 5-9 \ \ KIP PLAT i � J/ �i ,xa PA o -LE R= 2998.9°' 1-07VB'95' I--- _-- _______ II L= 3]3.98' C= 1]3.]1' I SEE SHEET 7 OF 8 � I CB= S58'12'WE I cvm�x. nxxiuw�x �oxo ruxo I 1 'A' ` PROPER" DESCRIBED IN \ E`A < DEED 2 \ EAllPL 5 xomnem. nn unT \ \ \ w. umirx o-n9.]z \ v\ HE \ P arR 5CR PER \ oEEO NaK R C28 E L A, TRACT 4' / rt C� \ EE AS GUT RESEERINED / —�� DEED _ IN TaE 392 Ili RAGTT PARCEL G ` r PARCEL C TRACT 3 / \ \"A \ A n A Esl"' oPBROCEL 5n3 no xuuew PLAT K.I woo rxxo I qv 1 I rvg R= 2908.9°' tr09R1'S3' L= 9E8.99' �- C= 98].89' CB 56]51'98'E / F \ aPBRCEL 5-9 \ \ KIP PLAT i � J/ �i ,xa PA o -LE GRAPHIC SCALE m � / l l l l / / SHEET INDEX .mr SHEET I OF T ...LEGAL DESCRPTON, LEGEND AND NOTES % SHEET 2 0 8 ....OVERALL BOUNDARY GEOMETRY AND KEV GAP SHEETS 3 8 OF 0 ...EOU ND ARV NFORMAT,N ALLEN COMPANY 11 EAAT FLANT —E ET (407)RDIS Ri- F F W W ul o W Z ZZ > E » } U C[ N Q as ° Q J == J Z ED. Q 55 w m L)o0N X00 ED ED FEE ED 0 1 "' P T OB/R25/20�5 IIALE Dl /ElT FIELE A, LED EY,DV/GECT /GR 69.111MAW..� Imo I--- _-- _______ II \�( TRACT \ SEE SHEET 7 OF 8 � I GRAPHIC SCALE m � / l l l l / / SHEET INDEX .mr SHEET I OF T ...LEGAL DESCRPTON, LEGEND AND NOTES % SHEET 2 0 8 ....OVERALL BOUNDARY GEOMETRY AND KEV GAP SHEETS 3 8 OF 0 ...EOU ND ARV NFORMAT,N ALLEN COMPANY 11 EAAT FLANT —E ET (407)RDIS Ri- F F W W ul o W Z ZZ > E » } U C[ N Q as ° Q J == J Z ED. Q 55 w m L)o0N X00 ED ED FEE ED 0 1 "' P T OB/R25/20�5 IIALE Dl /ElT FIELE A, LED EY,DV/GECT /GR 69.111MAW..� - -r r +- A '0' , EXHIBIT B � Tmskqwdfw crossiliq CITY OF WINTER SPRINGS FLORIDA SEPTEMBER 2016 REVISED JANUARY, 2017 E PREPARED FOR: CALATLANTIG HOMES daly design group PREPARED BY: Urban Planning Landscape Architecture - Project Management 913 N Pennsylvania Ave. Winter Park Florida 327$9 Phone 407.740.7373 www.datydesign.com JOEY COTTAGE MANOR ESTATE SIGNATURk- Site Plan /Aeraai Iiir A TRANSECTS T3 - 1 STORY MIN. - 3 STORY MAX. FIRST FLOOR HEIGHT {FFE) SHALL BE A MINIMUM OF 12 INCHES ABOVE SIDEWALK GRADE T4 - 2 STORY MIN- - FIRST FLOOR HEIGHT [FFE] SHALL BE A MINIMUM OF 24 INCHES ABOVE SIDEWALK GRADE. T5 - 2 STORY MIN. - FIRST FLOOR HEIGHT (FFE) SHALL BE A MINIMUM OF 24 INCHES ABOVE SIDEWALK GRADE A Fm 4 ARCHITECTURAL SCREEN WALL- f- LJ %_f L- %.p r-%I L FAUX WINDOWS 64 _rM Iv) 4? i.p. d 2 gm M: ' Tom TUSKAWILLA CROSSING COTTAGE STREETSCAPE `r lwl�r" LEFT ELEVATION S _ 7 } �imrt 6fAblilG[i� �r Wd nAa� RIGHT ELEVATION FuA W'6�l p� RL AL Z. Lmh ilfl� ]IIXA ri IS 1 Af qh►[ 4b FRONT ELEVATION MI} Nip _ �i �ii Itli a[�1�1�1�1�1�1■ a� ■I�I�I�l�l�l■ ���11EIII�I�Iwl�la �� �:�l�l�l�l�l�l■ CLOVER 11 -- 1 680 PLAIN EXHIBIT TYPICAL COTTAGE HOME WITH BONUS ROOM ABOVE GARAGE THIS HOUSE CAN BE. f � • S lmilA >hQVI PE fag K. Y rwsr�ec _ } .4 lwl�r" LEFT ELEVATION S _ 7 } �imrt 6fAblilG[i� �r Wd nAa� RIGHT ELEVATION FuA W'6�l p� RL AL Z. Lmh ilfl� ]IIXA ri IS 1 Af qh►[ 4b FRONT ELEVATION MI} Nip _ �i �ii Itli a[�1�1�1�1�1�1■ a� ■I�I�I�l�l�l■ ���11EIII�I�Iwl�la �� �:�l�l�l�l�l�l■ CLOVER 11 -- 1 680 PLAIN EXHIBIT TYPICAL COTTAGE HOME WITH BONUS ROOM ABOVE GARAGE THIS HOUSE CAN BE. ti :7 ........... L Lr CLOVER 11 — 1680 FLOOR PLAN III mom 11, 11 Sim Sim , ■ONE mom mom FRONT ELEVATION "A" FRONT ELEVATION "B" FFM MOGR FRONT ELEVATION "C" FRONT ELEVATION "D" IS HOUSE CAN BE BUILT I N THE FOLLOWING TRANSECT(S) r f�ii r 1 r `1i Ff ti- r l IIIIIII1111111 R oo STROUD -1769 FLOOR FLAN Iii n■ nr n iii m of iii .1 FRONT ELEVATION "A" SECOW RCCR IN IN IF. FRONT ELEVATION "B" FRONT ELEVATION "C" FRONT ELEVATION "p" s. = !irt'ti r= oil iii -: mu ruin _• 14� FRONT ELEVATION "C" FRONT ELEVATION "p" 7v riffil"MR-Mm 111110iffil WI 11 LILY 11 - 1998 FLOOR PLAN mem Iwo 3, no mom no "I no FRONT ELEVATION `X FRONT ELEVATION "B" FRONT ELEVATION 'C' FRONT ELEVATION 'D" Illllllllllll ` � IL il■ MEADOW 11 - 2242 FLOOR PLAN OEM FRONT ELEVATION "A" ,. w ju �d ; ■ FRONT ELEVATION "B" FRONT ELEVATION "C" SEOWROOR FbM ROM rr 11 11 T wl 11 FRONT ELEVATION "{7" FRONT ELEVATION "A" ,. w ju �d ; ■ FRONT ELEVATION "B" FRONT ELEVATION "C" SEOWROOR FbM ROM rr 11 11 T wl 11 FRONT ELEVATION "{7" OPT AWIL"alfR SECONO ROOK 'r -s FLOOR PLAN ofl, !H ^ r .. .. .. .. _ 11 ,71 ' .II all oil FRONT ELEVATION "A" urnoca a � r .. .. .. .. _ 11 ,71 ' ONE MEN I son son 111 III :1l, IIE FRONT ELEVATION "B" FRONT ELEVATION "C" urnoca a u 11 11 FRONT ELEVATION 'Y BE BUILT IN THE FOLLOWING TRANSEGT(S) T4 T5 - -- mmiimu a.- AZALEA - 2491 FLOOR PLAN FRONT ELEVATION "A" FRONT ELEVATION T" FRONT ELEVATION "C" SKDWKDM FRONT ELEVATION "U' s :�4 L v rr 1 •� 4 i Y 1 :'a .,, TUSKAWILLA CROSSING MANOR STREETSGAPE !4: r.2 - y •f. f .,, TUSKAWILLA CROSSING MANOR STREETSGAPE !4: r.2 - tirti l• ` 1. T •r- '� IOY. 6 f[flllAltlC lo' rla aca uE a u` a s a s , - nix uE am A LEFT ELEVATION of at "If fw I w q ALP f V �N: IPplr ]q FIQ�YIXr} IA 84 pR {� � I I Z.. )tK U Fl Il[ I DUIin _ - WE W " `w" RIGHT ELEVATION 4 y cac sm FRONT ELEVATION a� w" r Amm iwoog "° .�3 �ixml ucerror UTOW rlisn'll i a J REAR ELEVATION KILEY I1 -- 1804 PLAN EXHIBIT TYPICAL MANOR HOME WITH SETBACK GARAGE THE FOLLOWING TRANSEGT .S.j T3 T4 T5 0 lo' J REAR ELEVATION KILEY I1 -- 1804 PLAN EXHIBIT TYPICAL MANOR HOME WITH SETBACK GARAGE THE FOLLOWING TRANSEGT .S.j T3 T4 T5 0 -1 �1 J L:� KILEY 11 - 1804 FLOOR PLAN U men mill FRONT ELEVATION "Y' L FRONT ELEVATION "F' r - -A Jl AYDEN- 1 90 1 FLOOR PLAN F S ?(' J N T ELEVATION M' 4": OR Ng M. Man Im '7 FC-14-43M HALEY 11 - 2269 FROM ElfVA'nOr4C FLOOR PLAN FRONT ELEVATION Ir 771 FRONT W VATIOrq -D" 41 r *Com FLOOR IMIq Tv'r w III III III III 1�w■ ■ ■ ■ FLOOR PLAN MUNI tLt:VAIIL)N * rlvan III iii � ; .� ���� FRONT ELEVATION 'D' IIII III WIT was IBM :141, 2.1000 TREVOR 11 — 2601 FRONT FLEVA-rTON "C" FLOOR PLAN MUNI tLt:VAIIL)N * rlvan III iii � ; .� ���� FRONT ELEVATION 'D' �.j 1� Kell. f POO� FW 7F FUM ROARKE II - 3514 FLOOR PLAN FRONT ELEVATION "A" ii: min oil 1 P9�ql FRONT ELEVATION "9- FRONT ELEVATION "C" r SOMERSET [[ - 2770 FLOOR PLAN FRONT ELEVATION "8" FRONT ELEVATION "A" FRONT ELEVATION "C° ANaOVER I I .. -jI-W FLOOR PLAN FRONT ELEVATION! "B" FRONT ELEVATION "C" IS HOUSE CAN BE BUILT IN LLOWINO TRANSECT(S) 2, A -I. -- -- - - - - -- .. .. C ``r !- � •rte _ z f V Y`s J r R- i .. .... .- -a7rer 4ula -; Bcdmem 61Bxh 5 l4'S,.M, r+c •. - �..ee.r °'°�f , %Y ° w%c a.e�a�. yaG Ire. ir{• BEDFORD 11 - 3759 FLOOR PLAN FRONT ELEVATION "B" FRONT ELEVATION "A" FRONT ELEVATION "C" rc� � T TUSKAWILLA CROSSING ESTATE STREETSCAPE �- ' ,Y-, � �' ;� . � �`a • ■. •tom` { , 4 . LEFT ELEVATION RIGHT ELEVATION FRONT ELEVATION REAR ELEVATION KiPLING - 2456 PLAN EXHIBIT TYPICAL ESTATE HOME WITH SETBACK GARAGE HIS HOUSE CAN BE BUILT IN THE FOLLOWING TRANSECT .S.j r T3 T4 T5 0 J COMED PORCH ` 7r5 y. CmnV I FAMILY ROOM BEDROOM FELt{'�1P 11'a'n iry�' K[PL1NG - 2456 FLOOR PLAN FRONT ELEVATION "C" FRONT ELEVATION `d' FRONT ELEVATION °E" THIS HOUSE CAN BE BUILT IN THE FOLLOWING TRANSECT {S} T3 T4 =[T5 � I L [• $Rl[F$T L _ 9•A' 1P� KIfCNHI BEDROOMS U . ri;• R tv neRk{a �� t2i' x 12 - Pi' Ulbq L{HINA R 19. r zaxx . 1�`,•- FDVSe t>Eka traxtr . Yi'C{INp �j -COVER[❑ pORC1f K[PL1NG - 2456 FLOOR PLAN FRONT ELEVATION "C" FRONT ELEVATION `d' FRONT ELEVATION °E" THIS HOUSE CAN BE BUILT IN THE FOLLOWING TRANSECT {S} T3 T4 =[T5 � I L [• STUDY ltj:8.W x BEORO?M4 iV EMERSON -PB83 r-CH FLOOR PLAN 11- FRONT ELEVATION "A" FRONT ELEVATION 'B" FRONT ELEVATION "C" �• r 4 I, +� 1r IM�- ■ASTIR - Y i B+qN v C." r r I Y COVERED PORCK ernlFSx J nNUr rm HEDROO414 n Nr.rF •yr:er.+• BEOROOY3 1_ VFl it rlvA- •rr ;,- Y FAMILY ROOM 2 '!C." KITCHEN PATH gEpRppyl2 � 2� GARAGE r 71 <�- rr gNIN6 ir.rlw.: -. 1P•IPxtl ■ ■ Yi'Cwlwy —Ypl LILING ,. . {' cr Y-J• ] co�crtHn own . . ■ ■ wnn SYDNEY-2900 FLOOR PLAN 4. FRONT ELEVATION' i, . FRONT ELEVATION 'DELEVATION 'D' FRONT ELEVATION'E" HIS HOUSE CAN L.% r BETHANY - 3083 FLOOR PLAN t � --------- - - - - -- H Mw- B.ch V- o-C��r,� I I I I A FRONT ELEVATION -A" FRONT ELEVATION "B" FRONT ELEVATION "C" SE CAN BE BUILT IN THE FOLLOWING TRANSECT(S) ��ll � T4 E��7 TS i ti j. Y I' ■ j, r.l I• �jt I r_ _ _ . ■ . - SITTING ROOM T9' <• x 27' r 13x9-11' BEDROOM i . i �'. ". rs•.a• r er. Cvlir,p OYCR Li W NG r MASTER ... BEDROOM .. - � -.- -- ■ ■ ■ T � 1'1x188 COVERED PORCH BATH s ■ r FAMILY ROOM GAMEROOM �--•� ORKF8T z- spuru,.i,.wl r.s• tsxra• • � unl gy ceW,p " M. BEDROOM 2 BEDROOM 3 BArM 1F . 174' , 2' x 1,1-6 BATH KITCHEN 4.J• CNrg - - aw- FRONT ELEVATION "D" 14 -- -Ammok FRONT ELEVATION 'C" sT FRONT ELEVATION "E" f ,f HIS HOUSE CAN 3ZAR GARAGE L I DINING T9' <• x 27' r 13x9-11' T.ay Coiling y T OYCR Li W NG r LT-V "N J COVER ED PORCH - -' -- --- - - - - -- • CLAREMONT- 3587! FLOOR PLAN - aw- FRONT ELEVATION "D" 14 -- -Ammok FRONT ELEVATION 'C" sT FRONT ELEVATION "E" f ,f HIS HOUSE CAN r{ L 1 f Cxw �]� /� r1 � � ■ i r'i`.. 6EC BEDROOM 2 •. ��; ` . FIT 11 LOFr .� _. 15y�. 1�•1' YA_Iy . A �- f - � f�a�Cra •. FRONT ELEVATION "A' WELLINGTON - 3881 FLOOR PLAN -_ FRONT ELEVATION'S" FRONT ELEVATION -C" r FM -7 sr•a.srsl• wry iT M.— Ro, -7 Ub—m 04 P-6— v-w 1.—Y CHESAPEAKE - 4069 FLOOR PLAN FRONT ELEVATION "A" FRONT ELEVATION C" cry R-. VJfth- x 77 .............. -7 sr•a.srsl• wry iT M.— Ro, -7 Ub—m 04 P-6— v-w 1.—Y CHESAPEAKE - 4069 FLOOR PLAN FRONT ELEVATION "A" FRONT ELEVATION C" y , j r f�r • 4�J .fti; �• t I • iWl ii li ■i it ii - Y ■ TUSKAWILLLA CROSSING SIGNATURE STREETSGAPE y w =:two 1 ti I I ■ LEFT ELEVATION f� I VIII ei ���� 1 �I ii I it �laiai� I�lalala 2:22 11 ala[aia� alalaa ala;aia �f♦�— alalala aWO s•lala a FRONT ELEVATION_ CIUn "' n � fo, .. ee eel RIGHT ELEVATION REAR ELEVATION HARWOOD -- 3030 PLAN EXHIBIT TYPICAL SIGNATURE HOME WITH SETBACK GARAGE i kf . ' 7' , •- - ri e .-7 FVM WITTER 1,V�OkOOR Cw k.. Pwn _ V r••,n m aeaaowx C a�a p ri Cl• KITCHEN 3-C�GAP GE r UVM HARWOOD - 3030 FLOOR PLAN ..� lE'a • � .- .• Ems; FRONT ELEVATION "D" FRONT ELEVATION "C' FRONT ELEVATION "E" 'S f 7�T 'r't 'r I" rm MI- Mme: eEerexy i -_� ewiser cwom.cROi ry n. eew Y eweµ" � KITCHEN 74"omV rpy'[rtrq 1 4 � Y ;LrA DVINSTON - 3391 FLOOR PLAN FRONT ELEVATION "C" FRONT Fl- FVATION -D" FRONT ELEVATION "E" �i r i . ti r r I ,r.; >,r l hnL n r! �J iinln�nn f] CARRINGTON - 3366 FLOOR PLAN FRONT ELEVATION "R' FRONT ELEVATION "A" FRONT ELEVATION "C' PRESTON - 3758 FLOOR PLAN FRONT ELEVATION "B- FRONT ELEVATION "A- FRONT ELEVATION 'G- r LAUREL - 3934 FLOOR PLAIN FRONT ELEVATION "8" FRONT ELEVATION "A" FRONT ELEVATION "C" �2�nFl- ,?!?M A DEH I-CM GARAGE QR^"o 17 BUCKINGHAM -3997 FLOOR PLAN FRONT ELEVATION 'C" FRONT ELEVATION -E' F7-: FRONT ELEVATION 'C" FRONT ELEVATION -E' ................ ........... .. ------------ Ll F� Lim MANSFIELD - 4474 FRONT ELEVATION'S" FLOOR PLAN FRONT ELEVATION -A" m. ni Olin oil FRONT ELEVATION -C' HIS HOUSE CAN BE BUILT IN THE FOLLOWING TRANSECT(S) ................... ................ ........... .. ------------ Ll F� Lim MANSFIELD - 4474 FRONT ELEVATION'S" FLOOR PLAN FRONT ELEVATION -A" m. ni Olin oil FRONT ELEVATION -C' HIS HOUSE CAN BE BUILT IN THE FOLLOWING TRANSECT(S) r t Scheme 14 -01 s 4— Legacy I W.1, antic 1 TAm rec�wi we,i� 2TA„ nwel.ra�e w����r ! Oaw 1 set[e �� 4:bwl s�uuning s�Yen SHERWIN WILLIAMS. pi as -iosaw a I •toad paln4 •olo�,.n �o,eiyrpnawn. - :r'� 2 Scheme 14 -02 Legacy I CalAtlantic ■ne ,-m wn sw,e meeera�e�K a. 5wb�an '0' —ree 5 x595 Mtlpwrran 9— sw 06ls 2 S1V fry9 1 Body lV14.0 2TWn sW6 j J09N1 SW TOSS , .C-2 SHERWIN WILLIAMS. 1�y1pS ;W �M Yiwaa, Ywn'n app•erYNY Legacy I CalAtlantic ■ne ,-m wn sw,e meeera�e�K a. 5wb�an '0' —ree 5 x595 Mtlpwrran 9— sw 06ls 2 RN Scheme 14 -03 I[ a 0 Scheme 14 -04 4N7017 1 Behr Legacy CalAd antic "Tl 1 body E.elitn Glay = sw 77e0 l Trim i fhw• 1 Mederxe WhNv BFanl Fex L .S auacl� Mvtswper Yaq WILLIAMS SHERWIN x -1BSxw " WILLIAMS. M1,w sv;el eaten at cw..iy �1 pe..wi.. � 16a3 -IOSSw xe�p v.•M [o/a•. n.W..lr �. pexihle. t i • 1 1 . r �� : r''1 ?. •.mss � � .� � a 0 Scheme 14 -04 Legacy I CalAtlantic ra.�...1 ran SW 6151 Mvnn•, Itc sW 61+10 Marvmetl sYlww Ra1Jx %%V rdlo 4N7017 1 Behr swale "Tl sw 7030 30-1 sw 77e0 d _d 4DM2 SHERWIN WILLIAMS x -1BSxw M1,w sv;el eaten at cw..iy �1 pe..wi.. Legacy I CalAtlantic ra.�...1 ran SW 6151 Mvnn•, Itc sW 61+10 Marvmetl sYlww Ra1Jx %%V rdlo Scheme 14--05 4'' SHERWIN WILLIAMS x,wl pYnt [a,or,x�lcWyx Nou'�n,. SHERWIN WILLIAMS. +cwY aY.., w4w, a [wwy uu yoa.iee.- Scheme 14 -05 Scheme 14-07 ib -0n 1DSSw ,>a.mxs ww..owe.i�.a1e s , r sw.nle s Boar sw61w Legacy I CalAtlanti[ ! �r Aa lbN eeryr. Y!" xn:m ! +aoaorawwMlr 3 Tan x inn d , "I-1 Tr — M"k SHERWIN 10-1 w,nn Witi AyS WILLIAMS. ib -0n 1DSSw ,>a.mxs ww..owe.i�.a1e s , Scheme 14-08 Legacy I CalAtlantic prsnai�ea toed swalxv ASpolpraN lYnN SW 61 W w�usn [or1c. sw 6ow Mew.! nne 5w ]ws E3 sw.nle s Boar sw61w 5" xrnm S W 1855 3 D- SW6]58 ,oa«x SV R1 SHERWIN WILLIAMS. aw•1os7w Caw,ompo w^.,., w..wdm+a Scheme 14-08 Legacy I CalAtlantic prsnai�ea toed swalxv ASpolpraN lYnN SW 61 W w�usn [or1c. sw 6ow Mew.! nne 5w ]ws E3 ILI Scheme 14 -09 3 Scheme 14-10 sw uaa � Legacy I CalAtlantic . 1 e9dr 2Trlm 4 D6wrtinq Sr1e ;Tnm1 sw7" ANd.eateWMle 40-1 a Trim? SHERWIN Sycanwry r.n 4 De9r 1 Fu9k Wed SHERWIN 5o69 x ,rr.r w�•1.oara „"w.rrr.. o...rora WILLIAMS. ' 16.9x•ivsxw � cvm. s,mvP.. dmnr �or.,am.r. K rwr v.l•rc.don n ebaety a ea.s� r tea` 3 Scheme 14-10 sw uaa � � avdr SW 6104 i:i• 2Trlm 4 Sw lass 37r1m2 sw7" -y 40-1 sw a4x6 SHERWIN sD99rz WILLIAMS. 16•a•1as ;w ,rr.r w�•1.oara „"w.rrr.. o...rora i_egacy I CaiASlantiC �:1.rrr�,w• sw nano Mua.r.�e wrnle sw 6ia6 srcamw�•rm1 swxass I..graft,4. sw 7619 Maner Plea ro S ,300 .4 J r� l :f C r- '{r f .f Scheme 14-11 •- Legacy I CalAtlantic :�1 `• xsnm Meecrm,ewnac SD.ra 1 irkem BWr4 ry . d i Dev 7 sr�.dr,rd rnm.en SHER WIN Y'3" WILLIAMS. r6.B1 -roslw • xr. w..q..rw.,arr. Sw 6z50 3 Deer. 5 sw lBBS I Scheme 14-12 Legacy I CalAtlantic Art „ate sa; Sv! ]5s0 rrsoee.m Hero 55•ra,au Syp{YiW GrOnif Svc 6,51 Membr.rq Gray $W l6S] swd111 5 Body $w6,�0 Y'3" i�rim Sw 6z50 3 Deer. 5 sw lBBS 5 _ 3 4 Dppr 7 SHERWIN WILLIAMS. uros•,ossw cow ssw*x.rw,n avw=w�..� tt Jpei•e wbnncbieiy ar koaNble. Scheme 14-12 Legacy I CalAtlantic Art „ate sa; Sv! ]5s0 rrsoee.m Hero 55•ra,au Syp{YiW GrOnif Svc 6,51 Membr.rq Gray $W l6S] Scheme 101 Stan Pao Exterior Schemes . Bnea Atu..zn Pu,v N ft SW ]WS s riim. reeoenbns s sots .wm R.nw.. svr ease S ❑—w a 3I War¢, unwm V„n D,ke Rr sw u t i! nh=Or 6 F[onl War 9w,ylnlx,,,w 9fuu Aw MAA 8w M9l 4� SHEfiWIN WILLIAMS. >wu.ursv ,mot„ r, „�e•�.. ,, .+a=orv. va..�av Scheme 102 Sian Pac Exterior Schemes � aosv storm c.��,,,w ew �sse x r!•n,. rnveMnons a sale raawa��,iv tsw et.z S G`n,AJv K 3bV [lmrs. Lkilola N�gl, Tca AVJ 61(.y •,^, hW1. p from Uvv[ `.ih,r0, Hawn S•A•!OY] D-.,.iw Vent¢ vt•, y enwe gW epp'r SHEI2WLN WILLIAMS. Gr.nr eempee wp,.n eprye.+„w .ew�+w�t �o� oo r<a.er e9 w...cre Scheme 101 Stan Pao Exterior Schemes . Bnea Atu..zn Pu,v N ft SW ]WS s riim. reeoenbns s sots .wm R.nw.. svr ease S ❑—w a 3I War¢, unwm V„n D,ke Rr sw u t i! nh=Or 6 F[onl War 9w,ylnlx,,,w 9fuu Aw MAA 8w M9l 4� SHEfiWIN WILLIAMS. >wu.ursv ,mot„ r, „�e•�.. ,, .+a=orv. va..�av Scheme 102 Sian Pac Exterior Schemes � aosv storm c.��,,,w ew �sse x r!•n,. rnveMnons a sale raawa��,iv tsw et.z S G`n,AJv K 3bV [lmrs. Lkilola N�gl, Tca AVJ 61(.y •,^, hW1. p from Uvv[ `.ih,r0, Hawn S•A•!OY] D-.,.iw Vent¢ vt•, y enwe gW epp'r 3 I.] �% 8 _d SHEERWIN WILLIAMS. o�arw c¢b..en.waa .ke.n .wR.e..mmo .c+�N ww�re¢brs � crowh vs wcoena Scheme 103 Stan Pac Exterior Schemes 1 posy M— M— T.., Sw 7"S 2 Tr4 . MWjMlkv 6 G,lly Kmkl Srwrly Sw aczy a Gan g" a Sk%Q D LinlGrf uwrny U'.— Sw on; t $huJW, 6 F.W [)ear rsnoan canes swain 6 chernlirn'/ —M ."ilrrray Ur— sw 9069 Q a .b SHERWIN WILLIAMS. :- aaururw .rv�m agar =a¢r. zz"z yes °•de Scheme 104 ¢ — k Sian Pac Exterior Schemes +s.aah,¢oo Jwa�y Creem ew ag79 2 T„+n, R90tlppgna B .°.bar OurpWnkf kw y�.T¢ ere'epe E $bv [Mort, r- leloly Pyq(pp &aniv SW 61St a sfwl mr E Frr,�,i rs,r,r laemer earm+ sW er+a b �vulrn[Iw Vnnre SCL"y prows SW 9067 Scheme 105 f. r. Jt �^ Stan Pao Exterior Schemes �' " r eow Stvcra vas wnnv Ste• ,� aaar.go A swo Doors. iinren rxo�. s,nvrn � - �L7 b _ • TjM1ilrrAr A Frets Geer L1Fw [,rove `1 l SHERWIN s C—MIN n vemn sru^or Brawn WILLIAMS. sm -o�arw '1 yw s r,r sw �sao sw 2AOa sw 7T sw 9 l Q 1 - 5Hv ?W1N WILLIAMS. oa4aarw Scheme 106 • — 1 Start Pao Exterior Schemes , a— daces x;roeo, - cw 7m 2 mm. Moa Wns s Sins ray sw mx� 3 aerajo a yAV l]cUrq b"Im. GrrrurnfeH sw OCrs9 . Shwqw SL F +enr uavr J.}¢twr sw 6216 5 Dp rol" VMr. SWrd, e­r rw 6o07 0 ` �t SHERWIN WILLIAMS. 4 � p Scheme 107 Stan Pac Exterior Schemes , 9aso Rl+icav �pg[o[ Bolgo sw 757,1 x nlm Mppai�[y8 511[5 9pr�p+pna avp. AW X530 3 [ --r -r A Sldv C2• UMOIN Q ioniiriawn Wk AW 2..0 i M'wl. b Fron[ Opp= Pm, G,-. sw 8 5 Dvm 1 -1M1min st.[ yP.— --W' z Scheme 108 Stan Pac Exterior Schemes + aaeo S[uwv rvrnvrlM SW 7538 2 i+ in. Me lfwna & SHIM M1senS ..k Sw 7522 •s G.-,, a 51..w, —R .— $w Wog .d a S .EF — +nt Et... $w 7"!; SHERWIN s oowr. 1- V-[. ..,r +[Y Brow Sw C'"7 WILLIAMS_ =�oaom.w 1 0-1 •t I a Scheme 199 _ Stan Pac Exterior $Gnomes M ---Gmy sw aysa t. }�•� - 3 UwaW 6 •J ide Ooixn, LMIMe, gill, rm,e u [rpl� d" sw wev Syy rpgy 4 crou.yvd sw cuuo rC SHERWIN � r MLL1AMS. r ,s•oo ore w FA .. Irowna, r +1 e t VA- , 3 .a SHERWIN WILLIAM5. s- va -mnrw cd« +enw.., ,na«, .vauaim.a Scheme 119 0 5tlan Pac Exterior Schemes , Bari 84— am—Bull aw Mt 2 7rbn ilur0y Hram, Sw H 7 0 13 n A Sk a Doom- Ll .I, .Salle aw g ? 4 Sh.k., a Frain a—, 1.1eexanger t3aq 5w z7, -1r.• ;�Yy :Jtiy - rj Scheme 111 t Stan Pao Exterior Schemes 1 e.se smcm Hcrnni wn sw Tr39 T1Yn N.•I:rrMq Bw 51'S4 3 C.ergJ. A Slue Ovoe., L ,1 . Silly Nrna.rlu Bw8184 . d 9 shol.r i F.M Wor Tpr. 9rur Swe4-6 SHERWIN WILLIAMS. - 1a•U:1.OT8TW •nr•.r. ,.�..., •n•n..Mm. rya R a f � mss• _8 SHE•RWIN WILLIAMS. 5p5.pY87W u Scheme 112 Stan Pac Exterior Schemes � ee.v sluao uow� wnnv sw ea5s 27rhn Yup.nor Bronx. SW 615? 8 dnrrgly A am De ". UnWl. 991. Svpv w Bnanxe SW 6152 • ShiAW,A Fr DMF W . Troy Sw TTe1 RM A9=6F r I 0. .. - - 4 S14ERWIN WILLIAMS. 1s•6s•o�arw reee pea eha.m sovm.�maro Scheme 113 Stan Pac Exterior Schemes 1 R,". R11.rxe .S-4, Or T,W `SW 6101 Tr.n Anlyue Wn110 Uwe 114 S T:—W 3 Rn . 17"', Li�wr1 6.11, An11G.e Wn Sw n11v a Sh H.l R F—I �r 6enya Flw4oe Sw 6s:w 4-E-4, S14ERWIIV WILLIAMS. 1eas6rRr�v Scheme 114 Stan Pae Exterior Schemes 1 Pnao 51— T014/ T00 SW 6110 a TMm �rA.My grown SW 6041 3 G -,o d Wo 0— LIM1e11. SM1 steamy 4enwn SW ee97 d Sh.11m 4 Pr. 1 O.pe MutlEb6 OesY xw rrar, Scheme 115 - V Stan Pao Exterior Sohernes � easo snxco enxaoa,a�o sw Bs�z 411,11. V Tn N, N CAN 3W 7M: a G—g.6 SE. Deer; Snl. Ngm Dw1 1w 1t 4 SIIWIN A Fenn! Deer Ce,tlef.�,l ew tio2y =,- SHERWIN WILLIAMS. 03 -0787W .xiu.v nn +n co of ..� . r.n nir ...1m:iele _ r -J �a, Y � t 4-4, SHERWIN WILLIAMS. 500- 0'+6�W CWw ¢.V•pice ehmm npgvRimew ociuei w nl cobra na cleseiy n¢ iwca•de Scheme 116 Stan Pao Exterior Schemes qn�e Gd enAN S W B 114 2 Tnm LOe1Mr yountl `3W B11B 3 Gempe 6 S•tle Deer., Elms!., SM. Leolnm Wund YW e+s 1H e Shah.& Fran! Goa. Ow y'no �r •:G —Lr }�- ✓v Scheme 117 3 i — f t Stan Pac Ex[arinr Soheknes _ = nose st— rfanw Reap ACID* sw sew ?Trim a c r„�v swv onvr Bollev¢da Dvlk smw�vnouav SWUM sw .oao a Sl M- d. Fronk Door Frond. M—.¢ sw LO69 SHERWWIN WILLIAM5. � k6osn�nrw r�l s 4, SHERWIN WILLIAMS. • 1•orur•.v Scheme 118 N - Stan Pac Exterior Schemes a.lv Wi,strew sw ?A =S Ia ,—M Wlh sw MA Toonky sw 6M5 H— S 610. ' •A _ _ % �'• .. i � r r Jf r A s eeev seueeo 2 Trim �t' 3 f rA.p A 61dv Doer L � „S • Shlrllr�r A Fron! Dour SHERWIN K I1LLIAMS. I � Ica3•o�a�w vee� umgve Ngmr giwvnwnak � • � Na•+r eabn •a gvxaym w.+'eb. Scheme 119 Stan Pac Exterior Schemes CMmnr Hovivn! Tan ^raw .a LOOCW 6OUne rfeel[.•.eed Snuller [:coon SW 2&26 SW 0116 vw �gnP 2 1 :vi .5 SHERWIN WILLIAMS. �sppmos- axn�erw a' LYAO. wnw�u.ri�.,.r�i....ly .. rvay.hh Scheme 120 Stan Pau Exterior Schemes r "" Slw- Man—w UeM SW A00 2 Tire S11ow Horwsl SW MA 3 Go'"O6 SWe Do Haokh 6iewii RW 2MA • SRUpor A F.,. Corer Al—, H[ — SW 6667 J'l !r1 1 t• } f •` W Scheme 121 f r Stan Pao Exterior Schemes ��• enw sl.cca a,nwrn Nq.ov r z T,�m �,o�uk 3 GF,. d Skw Cesar 6n kay T*,>U �d s 91,ulla, a From n -r ForaaMV.we, S"ERWIN WILLIAMS. -0mm r r� -J r sw "a aw a, ra Sw 611 T SW /130 2 0 Scheme 122 zn"�d SHERWIN W►LLIAMS. 3•wo�grw Sian Pac Exterior Schemes , W-S.— nook —. I. -C 4. 5W 2003 2 Ttlm vulwo, vmuel SW 6,21 3 0..g. A Skin Oo,ri Frml,vi R„z, sw W0 • SIi1.11xr & F 1 O.wr L--1 W—k. M 779 9 i f 1, 14n asn� .8 SHERWIN WILLIAMS. �.v�.o•orw ern.. YCwW v�lerrnan o.,crmary ee �pom�ue Scheme 123 Stan Pac Exterior Schemes n rrno. ami.�.rrr�m Hair R- �damnl MMw�m ryawM [info F -ruu At 144 SHERWIN WILLIAMS. ornm .cfuei wM+�r -mow.; � ro.° -ire.. wwaa. Scheme rt 24 Stan Pac Exterior SChernes IIII— H.rwal ©iguana J4- Sep- Greco+ 1.911 EXHIBIT f THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony Garganese City Attorney of Winter Springs Garganese, Weiss & D'Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 (407) 425 -9566 DEVELOPER'S AGREEMENT THIS DEVELOPER'S AGREEMENT (the "Agreement ") is made and executed this day of , 2017, by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation (the "CITY "), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and STANDARD PACIFIC OF FLORIDA, a Florida general partnership ( "DEVELOPER "), whose address is 444 West New England Avenue, Suite 220, Winter Park, Florida 32789. WITNESSETH: WHEREAS, this Agreement is related to certain real property located in Seminole County, Florida and more particularly described on EXHIBIT "A", which is hereby fully incorporated herein by this reference (the "Property "); and WHEREAS, DEVELOPER is the current fee simple owner of the Property in which it intends to develop a residential community consisting no more than four hundred fifty (450) residential units more particularly known as "Tuskawilla Crossings" (the "Project'); and WHEREAS, DEVELOPER and the CITY have already entered into that certain Annexation Agreement, dated May 21, 2014 and recorded in the Official Records of Seminole County, Florida at Book , Page , that addresses certain development matters relating to the Project, including, without limitation, the provision by the CITY of local municipal services to the Project ( "Annexation Agreement "); and WHEREAS, Section 20 -352 of the City's Code of Ordinances requires that any PUD zoning district obtain the approval of a Developer's Agreement between the applicant and the CITY prior to any site work on the Project commencing (the "Ordinance "); and WHEREAS, this Agreement is not a statutory development agreement pursuant to Chapter 163, Florida Statutes (Florida Local Government Development Agreement Act), and is being entered into by the CITY pursuant to the CITY's home rule authority and as a condition of the Ordinance and the Annexation Agreement; and Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 1 of 11 WHEREAS, the CITY and the DEVELOPER desire to enter into this Agreement to memorialize certain promises, agreements, covenants and expectations pertaining to the development and other matters as provided for herein. NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: 1.0 Recitals; Effective Date. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. The Effective Date of this Agreement shall be conditioned upon the approval of this Agreement by the City Commission of Winter Springs and full execution by the parties. The Parties agree that the effective date of this Agreement shall be ( "Effective Date ") 2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.0 Approval of Final Engineering Plans. DEVELOPER shall permit and construct the development on the Property that is set forth in the final engineering/subdivision and aesthetic review plans that were approved by the City Commission on , and as may be amended from time to time by DEVELOPER and the CITY. ( "Final Engineering Plans "). A copy of the Final Engineering Plans shall be maintained on file at City Hall. From the Effective Date of this Agreement, the Final Engineering Plans will direct and control the development of the Project, and to the extent of any conflict between the Final Engineering Plans and this Agreement or the Annexation Agreement, the terms and conditions of the Final Engineering Plans shall control and prevail over any conflicting terms and conditions of this Agreement or the Annexation Agreement. 4.0 City Approvals. In addition to the requirements and obligations of the DEVELOPER herein, the development of the Property and the Project shall be subject to the Winter Springs City Code requirements ( "City's Code "), final plat, Final Engineering Plans, and other development orders and permits for the Project and Property, including the conditions of such development orders, approvals and permits (collectively, the "City Approvals "). 5.0 Future Plat Approvals. The CITY and DEVELOPER acknowledge and agree that the final plat for the property shall be presented to the City Commission for approval, in accordance with City Code Sections 9 -75 through 9 -78. The platting may occur in phases in conformance with the phased development plan depicted on the Final Engineering Plans. The area required to be dedicated for park and amenities described in EXHIBIT "B -1" shall be dedicated and set aside for said purposes within Phase 1 of the Project. However, construction of the park and amenities shall be in accordance with Section 6.0 of this Agreement. (a) Pursuant to Section 9 -76 of the City Code, DEVELOPER will deliver to the CITY an original irrevocable letter of Credit ( "Infrastructure LOU) in a dollar amount sufficient to cover the cost of completion of all public infrastructure required to be constructed within the portion of the Property being platted, by DEVELOPER within each phase, including but not limited to, streets, drainage facilities, sidewalks, water and sewer facilities, landscaping and other public improvements. The purpose of the Infrastructure LOC shall be to ensure that DEVELOPER Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 2 of 11 fully complies with the provisions of this Agreement and completes the construction and installation of the public infrastructure associated with each phase of development. The Infrastructure LOC shall be delivered no later than the date of the recording of each plat. In addition, the Infrastructure LOC shall be maintained in good standing for the benefit of the CITY until the public infrastructure is accepted by the CITY. Upon acceptance of the public infrastructure by the CITY, the CITY shall promptly return the LOC to DEVELOPER. (b) At such time the CITY accepts the public infrastructure within any platted portion of the Property and pursuant to Section 9 -76 of the City Code, DEVELOPER will deliver to the CITY an original irrevocable Letter of Credit ( "Maintenance LOCI') in a dollar amount determined by the CITY, based on an estimate of a duly qualified engineer to be financially sufficient to cover the cost of maintenance of the installed public improvements for two (2) years after the date of the completion and acceptance by the CITY. In addition, the Maintenance LOC shall be maintained in good standing for the benefit of the CITY until it is released by the CITY at such time the two year period expires. (c) All LOC's required by this paragraph shall be issued by a nationally recognized bank qualified to do business in the State of Florida that is deemed acceptable to the City. The City of Winter Springs shall be the named beneficiary under each of the LOC's and the LOC's shall be in a form reasonably deemed acceptable to the City Attorney. 6.0 Phasing. The Project will be developed in three phases as shown on the Final Engineering Plans. Phase 1 shall be the first phase consisting of approximately 189 units and that portion of the Phase 1 park and amenity described on EXHIBIT "B-I". Phase 2 shall be the second phase consisting of 190 units and that portion of the Phase 2 park and amenity described on EXHIBIT `B -1 ". Phase 3 shall be the third phase consisting of the commercial outparcels and the portion of the Phase 3 park and amenity described on EXHIBIT `B -1 ". The details of the amenity and park features outlined on EXHIBIT "B-1" are more particularly described in the Final Engineering Plans. DEVELOPER may adjust the number of units in each phase and the phasing lines subject to City Staff review and approval. DEVELOPER, or any subsequent developer of the commercial parcel depicted as part of Phase 3, may develop the commercial parcel at any time and is not required to wait to develop the commercial parcel prior to Phases 1 and 2 being developed; provided, however, the Phase 3 park and amenity shall be fully completed for use by residents no later than the date that the DEVELOPER receives a certificate of occupancy from the CITY for the 300th residential unit completed during the Project. 7.0 Model and Sales Center. The CITY agrees to allow DEVELOPER to construct both a sales office and up to ten (10) model homes for each of Phase 1 and Phase 2 to be used for the customary temporary marketing and sales activities of DEVELOPER or their successors or assigns. Further, nothing herein shall cause to limit the number of inventory homes (pre -sale, spec homes) that may be constructed on the Property. The CITY represents that such marketing and sales activities shall be permitted through buildout of the Project. CITY agrees to permit early construction of the model homes prior to plat approval upon completion of stabilized access to the model home center and adequate means of fire protection from a CITY approved source of water and under the following conditions which are deemed acceptable to DEVELOPER: Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 3 of 11 (a) The model homes shall remain under DEVELOPER'S ownership and control until such time as a final certificate of occupancy for each unit issued under the conditions set forth below. (b) The model homes shall be constructed in a location reasonably acceptable to the CITY, and any associated parking, pedestrian activity and other activities conducted by sales staff or the general public shall be adequately segregated from construction activities to ensure safety. The model center shall comply with all applicable state and city regulations regarding accessibility. (c) Prior to construction, the model homes shall be duly permitted by the CITY in accordance with the City's Code. (d) At such time as the City Building Official completes and approves a final inspection of the model homes, the CITY will issue a temporary certificate of occupancy. Said temporary certificate of occupancy shall be issued for each model home as a whole. Occupancy of the model home units shall be limited to the sales and marketing efforts for the Project until a final certificate of occupancy is issued for such units. It is intended that the model homes can be shown by sales staff to prospective buyers as long as the Building Official has issued the temporary certificate of occupancy and the model is not staffed continuously. DEVELOPER may erect an ADA accessible tent and /or portable restrooms onsite for use by prospective buyers and DEVELOPER prior to final certifications of water and sewer infrastructure. (e) At the request of DEVELOPER or at such time as the Project development is completed, whichever occurs sooner, the model home units shall be converted into permanent residential units and the CITY shall issue final certificates of occupancy for each model home unit, provided, that the City Building Official determines that such units are suitable for permanent residential occupancy and in compliance with the City Codes. (f) Prior to the construction of any model home units, the model units shall be duly permitted by the CITY in accordance with all City Codes. As part of the building permit application, the DEVELOPER shall submit, along with all construction plans for the units, a duly certified boundary survey which shall depict the location and legal description of each individual model lot. The DEVELOPER acknowledges and agrees that this legal description is intended to coincide with the eventual location of the lots as depicted and legally described on the final plat. The DEVELOPER assumes full and complete responsibility in the event that said legal descriptions do not confirm to the lot lines required by the CITY in the final plat. DEVELOPER fully understands the construction of model homes before final plat is approved by the CITY may pose a risk to the DEVELOPER if the approved plat is not consistent with the layout of model home on the subject property, and that such risk may require modification or removal of the model home based on the approved plat before a final certificate of occupancy can be issued for the model home. DEVELOPER agrees to indemnify and hold the CITY harmless regarding the layout and construction of the model home under this Agreement. Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 4 of 11 8.0 Utility Improvements. (a) The development of the Property must connect to the CITY's potable water and wastewater facilities at the DEVELOPER's expense. All of the CITY's Code requirements and specifications concerning utility connections and all of the CITY's Code requirements and specifications concerning solid waste collection apply to the Property and development thereof. (b) The DEVELOPER shall obtain water and sewer capacity through the CITY's established reservation procedures. The CITY confirms that as of the Effective Date of this Agreement, sufficient plant capacity exists to service the Project with water and sewer service, however, this Agreement does not reserve capacity to the Property and the Project. The Project, if developed in accordance with the applicable provisions of the City Comprehensive Plan, City Code, the Annexation Agreement and this Agreement, satisfies and is fully vested against the concurrency requirements for sewer, potable water, reclaimed water and transportation as described in the City Code and the Comprehensive Plan. 9.0 Development Conditions. The portion of the Property currently designated as PUD zoning as outlined on Exhibit "C" to the Annexation Agreement shall be subject to the Town Center T3 transect zoning requirements of the City's Code, except where noted or shown otherwise on the Final Engineering Plans or this Agreement. 10.0 Issuance of Building Permits. CITY agrees to issue building permits for the construction of homes during the site work phase of the Phase 1 and Phase 2 portion of the Project provided that DEVELOPER has completed stabilized access to the proposed lot for which the building permit is being requested and adequate means of fire protection from a CITY approved source of water is available to said lot. DEVELOPER understands and agrees that no certificates of occupancy shall be issued (except for temporary certificates of occupancies for model homes) with respect to a lot until the Phase 1 site work (as depicted on the CITY approved engineering /construction plans) has been completed and approved by the CITY with respect to the Phase 1 portion of the Project, and not until the Phase 2 site work (as depicted on the CITY approved engineering/construction plans) has been completed and approved by the CITY with respect to the Phase 2 portion of the Project. Completion of the Phase 2 portion of the site work shall have no bearing on the issuance of certificates of occupancy for the Phase 1 portion of the Proj ect. 11.0 Conveyance of Easements. DEVELOPER shall convey to the CITY all applicable easements depicted on the Final Engineering Plans in a form deemed reasonably acceptable to the CITY's attorney, prior to CITY's final acceptance of the improvements. Said easements may be conveyed by Final Plat or separate legal instrument. 12.0 Conveyance of Streets and Roads. DEVELOPER shall convey to the CITY all streets and roads, excluding passes /alleys, located on the Property as depicted on the Final Engineering Plans, along with all related improvements. The conveyance, which shall be in a form reasonably acceptable to the CITY's attorney, shall be by a recorded Plat and warranty deed and free and clear of all liens, and mortgages, and other encumbrances not reasonably acceptable to the CITY. The homeowners association shall be responsible for maintenance of all landscaping, Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 5 of 11 irrigation, hardscaping and other decorative features not specifically dedicated to the CITY. In addition, the homeowners association shall be responsible for the maintenance of any decorative landscape and hardscape improvements in the public right -of -way of the Property. 13.0 Setback Clarifications. (a) T3 Zoning Setbacks. The CITY and DEVELOPER believe that a scrivener's error is contained within the City's Code with respect to the required minimum and maximum setbacks for Town Center T3 transect zoning. Notwithstanding the City's Code containing a maximum permitted rear setback of six (6) feet for Town Center T3 transect zoning, DEVELOEPR and CITY hereby agree to waive any maximum rear setback with respect to the portion of the Project located in the Town Center T3 transect zoning. The minimum rear setback for the portions of the Project located within the Town Center T3 transect zoning shall remain at three (3) feet in accordance with the City's Code. (b) T5 Zoning Setbacks. The CITY's Code provides for a rear setback of three (3) feet in the Town Center T5 transect zoning. In order to avoid any confusion, the CITY and DEVELOPER agree that this is minimum rear setback and not a maximum. Therefore, any portion of the Project located in the Town Center T5 transect zoning shall have a minimum of a three (3) foot rear setback. The maximum front setback for the portions of the Project located within the Town Center T5 transect zoning shall remain at eight (8) feet in accordance with the City's Code. (c) T3 Zoning Lot Depths. The CITY's Code for Town Center T5 transect zoning provides that lot depths shall not exceed one hundred seventy five (175) feet. The CITY agrees that lots 27, 28 and 29 as depicted on EXHIBIT "D" attached hereto and incorporated herein shall be permitted to have maximum lot depths not to exceed two hundred fifteen (215) feet. 14.0 Offsite Improvements /Contribution of Lands. The CITY and DEVELOPER agree that all required onsite and offsite improvements are shown on the Final Engineering Plans. 15.0. Decorative Regulatory Signage and Lighting. Prior to issuance of certificate of completion and acceptance of the infrastructure, DEVELOPER and the CITY shall enter into a separate Use and Maintenance Agreement outlining responsibilities related to the decorative street lights and signage, including but not limited to, the cost differential between maintaining standard street lights and signs and the decorative street lighting and design requirements. Said agreement shall substantially conform to the standard decorative street light and signage form agreement that was previously approved by the City Commission to be utilized on a citywide basis which shall be assignable and run with the land. DEVELOPER acknowledges that prior to turning the homeowner's association over to its members, DEVELOPER will assign the Use and Maintenance Agreement to the homeowner's association for continuation of obligations related thereto. 16.0. Construction Roll -off Dumpsters and Solid Waste Services. DEVELOPER acknowledges that the City's solid waste franchise agreement requires all construction roll -off dumpsters and solid waste services to be furnished by the City's exclusively franchised solid waste contractor, without exceptions. In furtherance of the franchise agreement and during the construction of the Project, the DEVELOPER shall contract with the CITY's solid waste contractor Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 6 of 11 to provide all solid waste collection and disposal services including, but not limited to, construction roll -off dumpster service. 17.0 Representations of the Parties. The CITY and DEVELOPER hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the CITY and DEVELOPER and recorded in the Public Records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against the parties hereto and the Property in accordance with the terms and conditions of this Agreement. DEVELOPER represents that it has voluntarily and willfully executed this Agreement for purposes of binding the Property to the terms and conditions set forth in this Agreement. 18.0 Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the CITY and DEVELOPER and their respective successors and assigns. The terms and conditions of this Agreement similarly shall be binding upon the Property and shall run with title to the same. 19.0 Applicable Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. The parties agree that venue shall be exclusively in Seminole County, Florida, for all state disputes or actions which arise out of or are based upon this Agreement, and in Orlando, Florida, for all federal disputes or actions which arise out of or are based upon this Agreement. 20.0 Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 21.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersedes any other agreement, oral or written, regarding the Property and contains the entire agreement between the CITY and DEVELOPER as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 22.0 Severability. If any provision of this Agreement shall beheld to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 23.0 Recordation. This Agreement shall be recorded in the Public Records of Seminole County, Florida. 24.0 Relationship of the Parties. The relationship of the parties to this Agreement is contractual and DEVELOPER is an independent contractor and not an agent of the CITY Nothing herein shall be deemed to create a j oint venture or principal -agent relationship between the parties, Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 7 of 11 and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 25.0 Sovereign Immunity. Notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the CITY's right to soverign immunity under Section 768.28, or other limitations imposed on the CITY's potential liability under state or federal law. As such, the CITY shall not be liable, under this Agreement for punitive damages or interest for the period before judgment. Further, the CITY shall not be liable for any claim or judgment, or portion thereof, to any one person for more than two hundred thousand dollars ($200,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars ($300,000.00). 26.0 City's Police Power. DEVELOPER agrees and acknowledges that the CITY hereby reserves all police powers granted to the CITY by law. In no way shall this Agreement be construed as the CITY bargaining away or surrendering its police powers. 27.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 28.0 Third -Party Rights. This Agreement is not a third -party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 29.0 Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 30.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, each party agrees to bear their own attorney's fees and costs. 31.0 Development Permits. Nothing herein shall limit the CITY's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement. The failure of this Agreement to address any particular City, County, State and /or Federal permit, condition, term or restriction shall not relieve DEVELOPER or the CITY of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the CITY's police powers, the CITY reserves the right to withhold, suspend, or terminate any and all certificates of occupancy for any building or unit if DEVELOPER is in breach of any term and condition of this Agreement. 32.0 Default; Opportunity to Cure. Should either party desire to declare the other party in default of any term and condition of this Agreement, the non - defaulting party shall provide the defaulting party a written notice of default. The written notice shall, at a minimum, state with particularity the nature of the default, the manner in which the default can be cured, and a reasonable time period of not less than thirty (30) days in which the default must be cured. No Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 8 of 11 action may be taken in a court of law on the basis that a breach of this Agreement has occurred until such time as the requirements of this paragraph have been satisfied. 33.0 Force Maieure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ( "Time Period") constitutes a default under the terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority (other than the CITY'S own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions ( "Uncontrollable Event "), then, notwithstanding any provision of this Agreement to the contrary, that failure shall not constitute a default under this Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. The extended time period shall be agreed to in writing by the parties and said agreement shall not be unreasonably withheld by either party. Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 9 of 11 IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. ATTEST: Un Andrea Lorenzo Luaces, City Clerk CITY SEAL CITY OF WINTER SPRINGS IM Charles Lacey, Mayor APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida only. Date: IM Anthony A. Garganese, City Attorney for the City of Winter Springs, Florida Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 10 of 11 Signed, sealed and delivered in the presence of the following witnesses Signature of Witness Printed Name of Witness Signature of Witness Printed Name of Witness STATE OF _ COUNTY OF STANDARD PACIFIC OF FLORIDA, a Florida general partnership Date: President The foregoing instrument was acknowledged before me this day of , 2017 1 as of STANDARD PACIFIC OF FLORIDA, a Florida general partnership, on behalf of said partnership . He is personally known to me or produced as identification. (NOTARY SEAL) (Notary Public Signature) (Print Name) Notary Public, State of Commission No.: My Commission Expires: Developer's Agreement City of Winter Springs and Standard Pacific of Florida Page 11 of 11 1[::1� IFIa:]IlRr1.7l1:TlXS'A SECTOR I TOWDSHP 21 SOUTH. PANIC 11 EAST. AND IN SECTION A TRAIT OF LAND LYING NGLE COUNTY FL PACCORDUNG TO THE PLAT THEREOF RA RECORDED IN PLAT ROCK 1. PAGE 5 OF THE P1BL I 1EIGID1 OF 1EM ROLE COURT', FLORIDA, DE5CPIBED AS FOLLOWS I BEGIN AT THE NORTHWEST CORNER OF LOT 51. TUSCAWILLA UNIT 9. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT 'AD B PIE 11, PAGE1 11 AND 11 IF THE PUBLIC RECORD A OF ' El ROLE III FLORIDA 'A' PONT L'ING ON T E GOT THE RL' L INE OF 'ALS TO HIALS AS RECORDED N AFFCAL RECORD A BOOK "" . P �.E III OF SAID PIEL I RECORD S G THEN CE U N SOUTH 0044 58 EAST ALONG THE WESTERLY LINE 0 SAID PLAT OF TUSCAWLLA UNIT 9 FOR A DISTANCE OF 545 59 FEET To THE FORT 7 AIILLA HEW N.ITHIILI UNE OF INE CASA PARK VILLAS PHASE 1, A AND 98 OF SAID PUBLIC RECORDS AND THE WESTERLY EXTENSION THEREOF. FOR A DISTANCE OF 2372.28 FEET: THENCE RUN NORTH 04'17 }6" EACH DEPARTING SAID NO NORTHERLY LINE AND ITS WE E v XTEN5I ON. F OF F 79143 FE STANCE THENCE RUN NORTH 85HE SE' WEST. FOR A DISTANCE OF 7s2.12 FEET TO THE EASTERLY RIGHT -OF� WAY UNE OF ALONG 7UNKAGILL AID LINE THE FOLLOWING FEET TCURVE, PLOT, PONT ON A NON TANIEN LENGTH OF A3 A I vIER coNcA OITTR 11211 FEET AND A CHORD REAPING OF NORTH 11-1920 EAST TO A POINT OF REVERSE CURVATUR OF A CUR 03'4fi SOUTHEASTERLY AN AR THENCE LENGTH UOF N374. 93AFEET. AA CH ORDSDISTANCE HAVING 374.86AFEET AND A CHORD BEARING OF CENTRAL NORTH ANGLE 1'19'31" RADIUS OF 5693,21 FEET. A EAST; THENCE RUN NORTH 13'13'03" EAST, NON- RADIAL WITH SAID CURVE. FOR A DISTANCE OF 12,05 FEET; THENCE RUN SOUTH LN' 17 8 44 E AST DEPARTING SAID EASTERLY PIGHT-OF-WES' L IN PI OUT OF WAY IF UNNAME A ST FEET ACCO'DNG TV THE AFO`ESA IS DO M TOTHELLI SURVEY OF THE LEVY GRANT . THENCE RUN SOUTH _17"SN E AT BE PART NG ' AD WEST IGHT-OF SEA' LNE, FOR A DISTANCE OF 15,N FEET TO THE CENTERLINE OF SAD UNNAMED THENCE DUN NORTH C242Q7 EAST, A��NGAIA�'TCAENNCEEIL�NFE.lF50�IOA DESTTA7N�CEAOFP.17N2TIO.NFEET�IDTHENCE 'ON NORTH '7�1TI WEST DEPARTING SAID CENTERLINE, OR F E CA WEST 988.78 FEET THENCE RUN NORTH '14'43' EAST FO A DI ST VICE OF 4 CONCAVE SHENCE FUN NORTH 7448'12' WEST. F R A EASTERLY RIGHT-OF-WAY LINE LINE OF TUSKAWILLA ROAD, THENCE RUNUNORTHEASTERLY ALONGASAID EASTERLY RIGHT�OF -WAYS LINE AND ALONG SAID NON - TANGENT CURVE. HAVING A RADIUS OF 5677.58 FEET, A CENTRAL ANGLE OF 02'2529 ", AN ARC LENGTH OF 240.27 FE ' 5 FEET AN A CHORD BEARING 0 S7's83B" EAST. DEPARTING SAD EASTERLY RIGN T -OF -WAY LINE AND NON- RADIAL WITH SAID CURVE. FORA DISTANCE OF 369.67 LINE, FOR A DI STANCE OF E PCHT GF-WA1 LINE OF SAID UNNAMED HE ET 7' A PO INT ON THE AFORE 'AD TT I GHT OF WA' LINE THENCE DUN SOUTH 1717 1 VAIT. DEPARTING SAID WE5T DITT-OF WAY L N E FOR A A ST ANCE OF 15 DO FEET TO FLY E AT GIESAD GENTEEL NE OF AN UNNAMED STREET T EN 'ON SOUTH 124217 WE AT ALONG SAID CENTEILNE, DEPART ING SAD THENCE RF DEPARTING SAID RIGHT -OF -WAY LIE, FOR N OF C IF NO N HAVING A 142 11 FEET TO A RADIUS OF 4008.02 FEET, A CENTRAL ANGLE OF 01'22 36 ". AN ARC LENGTH OF 98.30 FEET. A CHORD DISTANCE OF 98.30 FEET AND A CHORD BEARING OF SOUTH 03'01'14" EAST; THENCE RUN SOUTH 39'49'02" EAST, NON- RADIAL WITH SAID CURVE. FOR A 1 -TANGENT CO A STANCE OF SAO 4' FEET To THE WESTERLY L UP IF SA A 1A LS TO TIA LS� THENCE 1RUN LON ' SA A "STE­ L NE AND THE FEET ; THENCE 1 YEASTEPLLA,UNTHSACAH 1'11N" PC FORT 'CU CENTRAL ANGLE OF C3550W', AN PRCE LE ANCEE 0 AF 22 CHORD BEARINO OF SOUTH 2221 4A EAST TO A PAINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NGPUTEAS­LC� THENCE PUN SOUTHHEAS7EP Ll ALONG SAID 1111 HAVNI A RADIUS IF I A 1 535 FEET, A CENTRAL ANGLE OF 25321K AN ARC LINXTH OF 853 91 FEET A CHORD D 'TAN" OF S4, NC FEET AND A CH CAR RE AD NO OF SOUTH 37 CA 31 EAST� THENCE PON NORTH 3­121' IAST,,N31,N- ADIAL WITH SAID CURVE, FOP A DISTANCE OF I 111 FEET TH'N" 'TH PON SO' D 'TAN CE OF 2 ­T� THENCE PUN SOUTH CIS DISTANCE OF 17.96 FEE, HEN CE 52'44 RUN SOUTH 552726 DESCRIED EACH FOP A D15TANIE OF 1411 41 F EET TV THE P013 I' WEST, FAR A TRAIT OF LAND LIES IN SEMINOLE COUNTY, FLORIDA AND CONTAINS 4,240396 SOUARE FEET OR 97.346 NT OF BEGINNING THE ABOVE ACRES MORE OR LESS. EXHIBIT A NOTES BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE EAST LINE OF THE THE LEVY GRANT AS HAVING A BEARING OF SOUTH 011303 WEST_ NT FOR EN FROM RIGHT DF WAY DRAWINGS FROM sEMINOLE COUNTY AND THE FLORIDA DEPARTMENT O F TRANSPORTATION. INUI IINIIENTI GICAN HERE ON 'AVE BEEN GET AT THE CLIENTS IEGIEIT INTEAK)l LOTS. IFGII AGINEII AND , CUT OF 'AS ARE NOT VONITIDENTER AT ALIENTI BE CET AN/" NOT Y su.VEY THAT MAY AFFECT PRGPERiY RIGHTS ANEIjoR AGREEMENTS LANDUSE RIGHTS OF THE SUBJECT PROPERTY ♦♦��, ,��♦♦ A L LE N COMPANY 2016, THEN 8.00 A, M. BED 2 037 - 32 8 41 4 5. DATED FEE. 4, 2015 AT e. DO A.M.. AND UPDATED THROUGH MAV 5. THERE MAY BE ENVIRONMENTAL ISSUES AND /OR OTHER MATTERS REGULATED BY VARIOUS DEPARTMENTS OF FED EPAL STATE OF LOCAL GOVERNMENTS AFFEC TING 'HE SUBJECT PROPERTY NOT SHOWN ON THIS SIEGEL, (4DJ)RDB59 R15355 DING TO INSURANCE RATE MAP EVER PPNEL NUMBER 12HE AO F AND 1213cb3O F, MAP DATE SEPTEMBER 2& 2007. TH S SURVEY WAS PERFORMED FO TIES LISTED HEREON AND 0 SHALL NOT BE RE ❑ED UPON BY ANY OTHER ENTITY OR IN DIN DUAL WHOMSOEVER. SUVE' NIT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED F F N WE W _ M SURVEYOR AND MAPPER. W } (D C YE111E w Z Z Z NOTED GO 1H ' AND /OR UNOBSTRUCTED VISIBLE. ABOVE GROUND ON ' HERE INLE11 OF ND IMPR °vEMENTS, ucIT AS FOUNDATIONS AND unuTIES. WERE INOPTR WERE LOS °OTHEERWIISENO > U7 4a OCATED, D j c o WETLAND LINES AS SHOWN HEREON ARE PRELIMINARY. F F O THE AREA CONTAINED IN THE BOUNDARY IS 133319 ACRES Y L) O O SHEET 1 OF a FOR OVERALL METES AND BOUNDS DescRlPnoN BOUNDARY wrORM471oN. THE THE oSEE Q Q ON a ED NATI`N w'LUDES PORTIONS OF RAILROAD OPEN UE. OFC ATATE ROAD 434 AND GARDENA ENT' AVENUE, ALL PUBLIC RIGHT -OF -WAYS, C) J = = J THIS FIGHT -OF -WAYS WILL BE VACATED, BUT THOSE PORTIONS WILL BE USED OR PUBLIC FACILITIES ONLY. i o Z OB Z z THE LEGAL BATMED Q � 3 O O N m ON ' AD To HEREON WA5 OBTAINED FROM THE YPPROPERTOV � SET NGLE CGUN APPRASE RHS PUBLC ACCESSED LAST DATE OF FIELD SURVEY. MAY 16, 2015 o c F F DO AS NO ena�es main line ten ce r enD es s19n P .. enD es 1101 10.1 b enn es �r n11ran ® enn es "'D a1 / con rat 6a= ORB. D-1- oruc�al recDrae 1S.1 D4 e0ates w0 er wlee ... enD es can e e awer me PC (S) enD es enn es rve er no= D111111 1011 1111, 911e R/W D-1e 9 -Dt- ® ena es D—tAs R,y Ie enD es nan- o enD es air road Denotes o 0we1 enD es ...... 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ALL DEMOLITION ----------- J AND PROPOSED IMPROVEMENTS WITHIN THE RIGHT—OF—WAY SHALL BE PERM , TTED THROUGH A SEM I NOLE COUNTY _____ " ° "' " "� - RIGHT—OF—WAY USE PERMIT. ----------- QQ- ---------- ,, >a,- mucrweiaiuc ----------------- - -- ------------- .......... ---------- A' C4.2 - - - - - - - - - - - 0 mp - ------- -- - -- --- - -------- ------------- Aft— ANANAI -7 Lo i 0 EXHIBIT D N LEGEND — - - — LOT LINES — — — — EASEMENTS s SETBACKS GRAPHIC SCALE NOTE SEE SHEETS C4.11—C4.13 FOR ALL PROPOSED CROSS SECTIONS 1-P SECTION Q-Q —3 - LOTS 27, 28, AND 29 ALL EXCEED THE MAXIMUM LOT DEPTH AS NOTED IN THE DEVELOPMENT AGREEMENT. THE AVERAGE DEPTH OF LOTS 18 -29 IS LESS THAN THE 175 FOOT MAXIMUM. < mQ < 0 0 < az C, U N— N� LIKT —1 KE, "KII RE1.1? ----------- CAN— MIX- c - ------- -- - -- --- - -------- ------------- Aft— ANANAI -7 Lo i 0 EXHIBIT D N LEGEND — - - — LOT LINES — — — — EASEMENTS s SETBACKS GRAPHIC SCALE NOTE SEE SHEETS C4.11—C4.13 FOR ALL PROPOSED CROSS SECTIONS 1-P SECTION Q-Q —3 - LOTS 27, 28, AND 29 ALL EXCEED THE MAXIMUM LOT DEPTH AS NOTED IN THE DEVELOPMENT AGREEMENT. THE AVERAGE DEPTH OF LOTS 18 -29 IS LESS THAN THE 175 FOOT MAXIMUM. < mQ < 0 0 < az C, U N— N� LIKT —1 ----------- ----------- QQ- -------- --- ----------------- - -- ------------- - ------- -- - -- --- - -------- ------------- Aft— ANANAI -7 Lo i 0 EXHIBIT D N LEGEND — - - — LOT LINES — — — — EASEMENTS s SETBACKS GRAPHIC SCALE NOTE SEE SHEETS C4.11—C4.13 FOR ALL PROPOSED CROSS SECTIONS 1-P SECTION Q-Q —3 - LOTS 27, 28, AND 29 ALL EXCEED THE MAXIMUM LOT DEPTH AS NOTED IN THE DEVELOPMENT AGREEMENT. THE AVERAGE DEPTH OF LOTS 18 -29 IS LESS THAN THE 175 FOOT MAXIMUM. < mQ < 0 0 < az C, U N— N� LIKT —1