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2017 04 12 Public Hearings 400 Tuskawilla Crossings - Final Engineering Plans and Aesthetic Review
PLANNING & ZONING BOARD AGENDA ITEM 400 April 12, 2017 Meeting Consent Information Public Hearing X Regular Mgr. / Dept REQUEST: The Community Development Department requests the Planning & Zoning Board/Local Planning Agency hold a Public Hearing for the review of the Final Engineering Plans and Aesthetic Review documents for Tuskawilla Crossings, a 379 -unit single - family residential subdivision by CalAtlantic Homes located southeast of the SR 434 / Tuskawilla Road intersection. SYNOPSIS: The applicant, CalAtlantic Homes, is requesting review of Final Engineering Plans and Aesthetic Review documents for Tuskawilla Crossings, a 379 -unit single - family residential subdivision by CalAtlantic Homes located southeast of the SR 434 / Tuskawilla Road intersection. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: • Property owner: Standard Pacific of Florida, 444 W. New England Ave, Ste 220, Winter Park, FL 32789 Parcel Identification Number: 31 -20 -31 -5BB- 0000 -006A, 31 -20 -31 -5BB- 0000 -006B, 26-20 - 30-5AR-OA00-08G, 26- 20- 30- 5AR- OA00 -008C, 26- 20- 30- 5AR- OA00 -008E, 26- 20- 30 -5AR- OA00-008K, 06- 21- 31- 501 -OA00 -0000, 06- 21- 31- 501 -OB00 -0000, 06-21-31-501-0100-0000,06- 21-31-501-OEOO-0000, 06- 21- 31- 501 -OH00 -0000, 06- 21- 31- 501 -OG00 -0000, 06-21-31-501 - OF00 -0000, 06 -21 -31 -501- 0300 -0000, 06- 21- 31- 501 -030A -0000, 01 -21 -30 -5BH- 0000 -004A, 01 -21 -30 -5BH- 0000 -0040, 01 -21 -30 -501- 0000 -0340, 26- 20- 30- 5AR -OA00 -0080, 01- 2130 -501- 0000 -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 April 12, 2017 Planning & Zoning Board, Item 400 Page 2 of 5 • 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 • City 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: 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. Transportation: The 379 -unit subdivision includes a network of public streets that have been designed in conformance with Town Center street standards. The subdivision will have multiple access points on Tuskawilla Road and SR 434. On Tuskawilla Road, full median openings are provided on the north end where Michael Blake Boulevard is being extended to Tuskawilla Road, and at the south end where there is an existing full median opening opposite from Avery Lake Drive. On SR 434, Gardena Drive will be a primary access point and will remain a directional median opening (right -in, right -out, left -in). A right -turn deceleration lane will be installed at the SR 434 eastbound approach to Gardena Drive. 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 proposed Hawthorne assisted living facility. The SR 434 / Michael Blake Boulevard intersection 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 been 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 Drive. A sanitary sewer April 12, 2017 Planning & Zoning Board, Item 400 Page 3 of 5 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. Aesthetic Review: 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. 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. April 12, 2017 Planning & Zoning Board, Item 400 Page 4 of 5 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 fagades. 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 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 April 12, 2017 Planning & Zoning Board, Item 400 Page 5 of 5 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 facades. The project provides distinctive design details that promote the character of the City of Winter Springs. FISCAL IMPACT: Approval of the Final Engineering Plan and Aesthetic Review allows the subject property to be developed into a single- family residential subdivision. Development of the subject property 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 (median house value) _ $113,700,000 assessed tax value o $86,728,086/1000 = $ 113,700 o $86,728.09x (2.4300) _ $276,291 o $276,291 (less the 4% statutory discount) _ $265,239.36 tax revenue COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Planning and Zoning Board members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney /Staff. Additionally, the Meeting Agenda has been sent to media /press representatives, all Homeowner's Associations on file with the City, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. RECOMMENDATION: Staff recommends that the Planning & Zoning Board forward a recommendation of approval to the City Commission for the Tuskawilla Crossings Final Engineering Plans and Aesthetic Review documents. ATTACHMENTS: A. Final Engineering Plans B. Aesthetic Review SITE DATA: SITE L. ll 1 PDBOUN Y/ EGAEDESCRIPTIONPERAEEEN& COMPANY, INC. DATED: 5 -26 -]5 «noPaa�, FINAL SUBDIVISION PLAN II a , ISOI-0, oa III o "IIFHIIIIPOa0000,6,DUDIARIAIDDII I,I,a,RH -0ooaoolo. FOR �D�AI'ON IT R RIncRF3„oa S KA ILLA CROSSINGS AGED .. �XwwRwE. osaw.wT CITY OF WINTER SPRINGS FLORIDA 7 °RER'" RREA� ° °" °FERN "Gw °F="A 9PROPO EDw TE "N MAFEOOmrvs9RANCE RATEMa2n.00uz 01: RAND AE ITE.4p DATED SEPT.xe,x00, moo E,,•oRao oF�a�«= T�o �o xrv� o� a� o,oxr w,,,s,,,a� ��roa„ „� oAPaa�II o�m , APlaTaoorc, Pa�E, o• TME�a • „�,o�,o•,E�o•E,o�n�omaoE „�m TuRE EMS U. DENIBOF ow DENSITY ROW F� ADINCHER FUTURE LAND U FORM AL HISETY RCIAE.R w NARRATIVE: O FOR ALL LANDS ExCOMVE or THE ENDIVIDO ON •� i LOT-0 CONTROLANDINATERIONTRULAND. P. NAT TUDC E ROD wESr TCROD AI- rT SHEET INDEX: TEIREENIRIQUELE1 ENT3 THANSECT IT IN H FA C"T IT c. ULA oN M DWTAHI a -1 ARE CAR HT GRIE 1 _3 1 _4 �s CHING SETRACES. REAR IN N 3 M(aKKoIKKgTUwCK 11 11 G C —I LEAT YCATC-OFT-5 VICINITY MAP SCALE' 7 >= 2000 HEAR -DE RUN THE PROPOSED MEEFRGMI,FOO Froasso`gwCEDDEMNGEEFAMIEYREMDE AEHGRSRANGING OPEN SPACE PROVIDED 31.11 ,.OEHI IoNAREA a,. (1 .111) �=T,�sao,=Ta 2o::a' �_, OO n o�oaa� TIHE R I. 5. KEY GPEN�A E RAGT RED UI ICHOOLAGE CHILDREN =�woET o Taw=,T,oTS,=ao �TOes, — .— DETMR. RY0DD.o.,4s HHDDD �EOGs ID -I. FICINED. I IF CHILDREN HIGH TOTAL FIT ICHOOE AGE CHILDREN PROJECT TEAM: WATER SURVICE AND PROVIDED RY CITE OF WINTER SPRINGS ON WINTER __C 89HIT.III ME AMT�R�G�N_ sM P .i f�.'r' 7 ill � `\ tk- RYRED SERVR9P 350 gD1DU) 132,650 GPD 1 FI .xe•P(4o7) 5iasi55 a7 .. ', EMUS EM@qu.IT...... COM � P,5 DD *too ceDmo) P,5 DO *10IF THENWDO) oRUxEq F u TARO eosK E. IT.,- ALL UTILITY I— � ALL _EET CITY G'CODE sq vEgwEeme DovER UEMCFED ON 'r AGERIRICH, �E tto R�E�(4oRF411�oso4 E - i y �� norvwn.E RE ovmED TOMEET CEEVOE,mrvr9R —NG ARE DOIREMENTR� ARKO 3navu IHO HE PN`7)645 EMAIL. IRAEPRIORUNIRSALENODJEERING COM _ - - PROVIDED AND DE NED TO MEET CRY OF WINTER REDDIREMENTS Mc EMUL RICH RO Eu.O@ ATLCOM DEC . -CHIT .CT - ALLPO LLPO ALLPO LPO ALLPO M.CTNOSO R T °TOIC eY 11 EH°IH�a. EUHE „ EC I,EC 1111 ITE RA ......... .IAAFE , _ 'y LAIC. I D.RDIIDIICKI- .ANA.C- -.1 ALL C9MM9 CA DI WIN RINUSUAND �r.UD.Mr.NI 1IF3E7W RK E1117W N. F.7)161.6a NF(4107417177 PROH, OF CEAEEOH @APFI -Fl COM I— roa.YA VELIC EI°HCOM � - TIONSHALL COMPLY WITH THE CITY OF WINTER SPRINGS LAND DEYEEGPMENT GGDE IRO T—IT PRE HER wswCO, IF 5” HOUT EMAIH STFIWA.IO T.CCHCO.IClTwoCO. xIF NE)F4n -Rro4 I— MC.C. AOxIV AI.ErvoIxEEwxoCO. m AERIAL MAP FEMA FLOOD MAP SOILS MAP SCAL[ I "= 1000' SCALE' 7 — 7000' SCALE > "_ >000' . NTwE PORTION OF THE DEVEEOPMENTPULL ECONSTRUCTED IN-0 PITA OURRY RawR waDDlnorvro B &S ENGINEERING CONSULTANTS, LLC DBA PERMITS REQUIRED Io04 Cm OF WINTER SPRINGS REVIEW COMMENTS0o01 ¢ms trot 01/04/17 02/18/17 CITY OF WINTER SPRINGS REVIEW COMMENTS 0111 -1) 17 CMC �p �p �ppp/� P � � A � E N G � � E E R � V � IG , LL LLC AGENCY PERMIT TYPE DATE APPLIED DATE APPROVED APPROVAL NO. R7T wNTER SPRIN s REVIEW COMMEN S 03/24 20 MO OAD, SUITE 17 BOARD OF P ROFESSIONAL 9 FLORIDA 32789 ENGINEERING CERTIFICATE �W222 60 -5868 NO. 28973 REV DATE DESCRIPTION BY 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 FCAP EVERY GLADMAG Ar EVERY N£T -TAP CLWN B. AND EVERY [DIG RGN INOCA ED IN BNN RIfS£ PANS RESULTS ON- RE BACERLNOGICAL — SHALL BE SPX MONDED TO THE ENOREER OF FYCOBD NNEOAELY UPON —171 -. BACK- RaOCICAL TLSr RESULTS GALL IE CCWSIOERED UNACCEPTABLE IP R/E TESTS HERE GONPLEED MORE B/AN JO DAIS �FORf R/E ENGINEER RfLk -TIED w- 2 ALL —WS WS SHALL BIF INSTNLED A -WWLAN O- 36' BBOAN PRISED GRAD£. 3 ALL WA IERMAHNS AND FAPELANES PIPES DIALL B£ RESB]AM£D WA NEEANCAL XIINTi A. AER MAIN PVC PAFLS LESS BRAN A INCHES MUST C—W%f TD BE SYGFICAnLWS 6 ASTM 1285 (SCHEDULE NG 60. 1101 M ASGI 1991 SCR11 AND MUST BEAR BE NSF LOGO LW EAE WSTALLED LENGTH. S UNDERGROUND MARKING TAPE FOR AL[ 5AN7ARY Fo4CfMAWS SHALL U INSTALLED A TO B INCHES BELOW TAE FMISIiEO fRAOE SURFACE GRECRY OVM R/E PIPELINE MARKER TAPE SHALL W MADE d- AN INERT POL IETH— MA ERAL HA HNG A -WKKAM BNENE55 ON- 4 MILS AND W CIXLAP COOED YAFETY G0—' & Coftf CTLAP SHALL LYWDUCT AND PPoVIAP RESU 75 MAEOA E2r R, R/E ENGINEER U FECES FOP PRESSURE ANO LEAKAGE — E RE FORCE NAM TRUNK LINE ONCE R/E PRESSURE SEWER HAS BEEN INSTALLED AND PARRY BACAFIL[ED. FWAL BACAFAL AND CONPACROV SHALL Nor COAWECE UNR APPROVAL OF IHE P EsSYIRE AND LEAKAGE ESTS HAS BEEN Fwo OD or IH& ENGINEER a: RECORD. Z. FIXLOWNG SA BYACTMY PW— EST RE m RE CONTRACTOR SHALL GSNFECT ALL 27BONS LY RE WATER OSTTNBURON SYSTEM, AND WYCR N'—AL BAEREO' FROM APMdWYAE A6CA—S PRIOR TO PLACING RE S15EM INTO SMVACE. B FWY HIORANTS SHALL BF RACED A MWWUN CE J FT. AND A MAXMUM OF 5 FT. FROM RAE CARE OR PALED ROAD SOPFA,X UNLESS OMPIRSE APPROVED. NO FENCE. IRE&. POST. SHRUB OR LINER DIRECT WWCH Co LD GLGE BIE HHORANT FROM NORMAL NEW LAP OBSTRUCT BE HNMANPS USE SHALL BE LOGTED WBBN FOUR (4) FEEr OF IH& HIOPANT. BE FOUR -AND -ONE -HALF INCH (4 -I/7J LARGE WEUNE LMWECBOV SHALL FACE — NEAREST ROADWAY. RE CENER I RE SEAAER PERT SHALL W IB INCHES AHINAMIAM ANO 14 MCES MAXIMUM ABCVE RAISED GRADE. 9. ALL FIRE HIOPANT LEADS SHALL HA YE AN W— CNAAEER 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) REAAOIEO AND REPLACED WIN ttE GRANULAR MAR -RAL. 11. TRENCHES STALL BE BACKFILLED KIN NAERAL ACCEPTABLE TO TIE CITY WBH A MINIMUM ODNPAOTWN OF 984 W PAVED AREAS AND 9 W UNPAVED AREAS AN ACCOPoANLE WRH AASHTO T -180 MOORED RW)CTLR E5T. 13 IJ SHALL BE RE LVWTRACTLAPS RESPONSIGLL/TY TO ENSURE WHAT TRENCH CCMPACBOV EsTS w PROVIDED AT PGNrS 11 INCHES ABOVE RE PEY AND AT 11 WEES IERBGL WEFVALS Ta FWAS1 GRADE, AT A MM/M(LM SPACING OF 1—r 100 FEET. IA ALL WAER SERVO& 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 (WTI DEBfWS CAP), SHALL BE AOWSED ro RINSED GRADE AND TYE VAL HE BOX LAD, PALMED GLUE TO MAKE RHEM PAANY NSAGLE. 16 UPON FINAL ALYEPTANCE CF NEW WAER 51SR -M5; WAER VALVES SHALL BE COMPLER2Y OPENED BY PUBIC URRES PERSONNEL. AT No ONE SHALL CONniACTOP LPERAE ANY EXASTbG VALIES WRAGAT A OIY INSPECTOR PRESENT. 11 ALL WA ER MAINS SHALL B£ NSF- APPTOIfO FOR PoTAGLE WAER USE. I& PPE USED W WA ER GSTRBUALW SYSEMS SHALL EY EIRAER PO YIWn FLORAS£ (PM), OR DU—E IRON RPE (GPJ (1) ALL W A G ADIF WIN AIWA SMADAVA)C AEsr BON. THE - RR7 ALLLLA— A NolN(MG PRESSURE RATING OF 150PS AND SHALL HAVE A oMIENSE RATIO (D.F) q< 18 (6) ALL DUCRE eP(n PIPE SHALL BE MANUFACRAPfD M ACCOPDANCE WIN ANS% N- AT1.51/C757 AND HAVE A MMAMUN 150 PRESSURE CLASS FATMG 19. PPE USED W GlA NTY SEMEF CLMSTRUCTION SHALL EE Pay— Ott ONDE (PMJ CR OHCRE IRE PIPE WHERE REFElENCE IS MADE To AN AS-.. ANS, OR AASHTO DE TGy /T SHALL BE TN£ 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 RASTLWfRC GASKET JCWTS MANAFACTURfD M ACCOPoANCf WRA ASTM OJ111 AND ASIAN FATZ. RH.AGGLE UN-E£LL AASRC PIPE AS505YARM STANDARD IS W -B -A ALL PW RK SHALL BEAR THE NSF -DW SEAL AND W G EEN 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 —VY SHALL U PRONDfO WIN A MWNUN DRr RAAENE55 CE 30 AAGR DUCGLE ANON 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 MINMLIN 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 TRAFRC RA ED. B 22 PRONDE CONGPEE COLLARS ON ALL VAL N:S NOT LOCAED IN PAWWAIr. ® 1J. ALL WAER MEEK$ ARWD BON VEER$ AND SANTARY CLEAN -- ARf TO U LOCAEO WTSIOf OF YARD SWALE$ WATER SYSTEM TESTING REOUIREMEM- 1. RHE CONTRACTOR SHALL PEW`DWN HIOROSTAnc E5TMG OF ALL CAER GSnWGLABON SYSTEM$ AS SET FOR RI IN RE FIXLONWG AND SHALL CLWGHCT SAID TESTS W RE PW:SENCE U RfPRYSENTA— FROM R/E DrY ANDIW OTHER AUBA -EO AGENCIES RE CLW B}ACTE SHALL PRO NOE AB HOURS ADVANCED NOBCE PROP TO -- OF BE WATER OSBKBURLIN SYSTEM 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 THRCAE FULL GAAEER FLUSHING LAP SWABBING PRICAMMARY FLUSHING /SWABRNG SHALL BY PERFO4 IE0 PER A A C551 STANDARD - DASNFECBNG WA ER MAWS' ALL PIPING SHALL BE RIOPGIGHLY 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 SECROV. 5 HYDROSTATIC ESTWG SHALL %NSST OF PRESSURE TEST AND LEAKAGE ZEST. RANG AND AFRARENANCES TO - ESED STALL BE — SECROVS BETMEfN VAL .% NOT EAKEEOMAG 2000 FEET, UNLESS ALERNAE HERALDS HALE RECEAIED PROP APPROVAL FRLWI RE CITY ESNAS SHALL Nor PROCEED UNra CoVCREE BAWST BLOCKS ARE AN RACE AND cUYD, OP OBEB RESBIAMMG DENCES INSTALLED. 6. HYDROSTATIC EST MG STALL BE PERFORMED AT ISO POUNDS PER SOLARE WI PRESSURE, UNLESS OBffRWS- APPW)LED or RHE CTY, FOR A PERIOD U NOT LESS ROAN TIRO (1) HGARS TIE ALLOWABLE 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 CLWTRACTOP AND RE EST /EPEA TFD GL Iff— PASSNG LAWTS THE CLWIRACTOR 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 LOYTRACTOP SHALL PAFOAA ESGAV d- ALL SANTARY SWAGE LWA NTY CLYDE— SYSEN$ AS 5£T FORTH W BE RXLOWNG AND SHALL C—CT SAM ESTS AN RE MESENCE or REPAYSENTARVES FROM BE CIY AND/M oRER AUTNEYZED AOENOE$ BE COVTRACTR SHALL PRONOE AB HOYAFS ADVANCED No— PROR TO EST MG CE RE wASEW ER GSTRBUIHW SYSEM. 2 ALL ESTING REo AR BY BE oTr $HALL BE PAID FOR BY RE OEEGOPfR / CLWB}ACER 3 OPANrY MAWS STALL BE WSPECED WW CCTV FOR ALIGNMENT GRADE VARAROVS SEPARAED PPES LEAK$ DEFLECRM, EA ,, BRO1'EN OW ORAERWSE DEF£CBIE PIPE TO ENSOPE OVERALL PIPE WEORITY. W APPROVED CCTV MSYCNXN CONniACTG4 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 RAPSUANT TO 61-SSS % Do NOT PhVVME WAER SERNCE R) BNS Pt r (OBER BHA. PUSBNG/TESTWG) UNIX RE DEPARTMENT CE ENNROVMENTAL PIDECRGN HAS ISSUED A LETTER 6 CLEARANCE M BE U-TY SHALL EE SA9JECT TO ENFGR[f r A- T. RE PAWATEE WLL PiLWPRY NOTFY RE GEPARI.NENT 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 COLOR CODED OR MARKED USING BLUE AS A REDLKIMA11 COLR TO oFFERENRAE oGNONG WATER FROM —A— OR ORAER WATER. UILYRGROUD RA RC RPE SHALL BE SX -WALL BLUE PIPE, SHALL HA IE A — EXTRULEO BLUE EXTERNAL WMy OR SHALL I—E OF? IGLACY PIPE WW GLUE SBNPES IMCORPORAEDDIPoANro OR APPLIED M PIPE R [:TRH aAwD MANUFACR/RNG CE THE RPE SHALL AHAW CE TANUGHS 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 WSTALLARDN LF RE PEY E TAPE OR PANT IS USED ro STRIPE P/Pf CMURRW MSTALUA— 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 OALAEER O- 9 INCHES M 6REARR, TAPE OR PART STALL U AARIED W CE TANUGAS LRNES ALEG EACH SLE CF THE RP- AS HELL AS ALONG RAE RAP CE RE PIPE FDEP UTLITY SEPARATION REQUIREMENTS (61- 555.314, F.A.0 LOCATION U PYASCAC WA EF SYSEM MAINS) FOR RE PARPoSE CE RAAS SECROV, RE PHRASE WAER MAWS' STALL MEAN MAINS WCEUDMG BEA—I RANT PROCESS RRNG CoNN'NNG RBER RAW, PARRALLY nEAED, OR F SLED DRWMNG WAER, FARE HIDRANT LEADS AND SERNCE LANES RIAT ARE UNDER RIE CoYTRO OF A PUBLIC WARP S15EN AND R/AT HA IE AN INSDE OANEER d- BWfE INCHES o4 fREAER. (1) HORZ[dvTaL SEPaAa ROV B£TM£EN OE rM.FOUND AER MAINS AND SANITARY OR STORM SEN£RS WASEWA)ER OR Sr" WA ER Fo MAINS REIXAWED VAR RPELWES AND ON -SE SEWAGE TREATMENT AND — SYSR -MS (o) NEW LAP RE[OGAEa UNDCFRCKAD WAER MAINS SHALL EE LAID W PRONDE A HOWZOYTAL GIST CE OF AT LEAST THEE FEET BETWEE RE WTSOE 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 ar RELaca uAroERGITGWO waRR M s sHaeL rE LAD Mawx >rE wAER MAW Iva BE GHISDE OF ANY EMSBNG w 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 MEFERABL r R FEET, TWEE RE OUTSOE CE THE WAER MAIN AND BE GAISIY OF ANY -SONG GT PROPOSED GRANT r- E PRESSURE -TWPE sANTARY SEVER, WNSEWWR-R FORCE MAIM E PIPELINE CCWIf11NC RfCLAANED WAER HOT REGBAED UNDER PART N LFIDCH —,r 6T- 619ANFT R SEW£ ANUM (EZRETOMEDDTORABWEE FEET xHLBE� REf BD NAER O- MBE TAW ER AHW IS LAID AT Lf ST SX KJ fES ASK Zug GI_ IYE S"NfR. /W NEW OR RELOCAEO EUNOfRCAIX/MD wa &I� �SWLLL BE AID ro NDf pHOR CW OS— O4 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.AANN 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 PREFERABLY 11 WEE$ A— W AT LEAST 11 INCHES &LOW RAE WTSIOE CF W OW ER PIPfLME. HOKEIER, AT W PRYFMAGLE ro LAY RE WAER MAW ABOVE RE ORIER PIPELINE. NEW OR RELOGIEO, UNOERGRGAND WAER MAINS CROSSING ANY EMSTINC OR FRGRISED -- SANITARY SEVER. WAI-- E IERWNAER FORCE MAIN OR PIPELINE CONIEYMG RYCLAWED WAER SILL GE LAID so RE GUTSIOE CE RE WN EF MAW Is Ar LEAST 12 WGffS ABOVE OR BELOW RE GATSIDE O' BE OBAER PIPELME. HOWNEFI. AT AS PEIEBABE TO LAY BE WA ER MANN AGOIE WE OBER PEfLWE. (P) Ar THE uRArY Lw&svNCS oESGPAeEO W PARA(RAMS (A) AND (B) ABme. OE RIL LEUCW Or WATER M PIPE SHALL B£ f£NERED ABOVE M BELOW RAE OTHER -- S0 RE WAER MAIN JONNTS WLL BF 4,5 FAR AS PoSSGLE FROM RE DRIER PIPELINE AENNA —r, AT SUCH EOSSANG$ RE RIPS SHALL EE ARRANGED So ROT ALL WAER MAN .AGINN ARE AT LEAST THREE FEEL FROM ALL ..Y.AN75 M 3"NEF$U STOW SEVER$ STMMwa RF POKE MAW$ LIP PIPELINES OAV IENMG ALL WAER N AND OR PART M LF EAPER 81 -610, F.ACN AND AT LEAST SX FEET FROM ALL JGNTS M GIEA NTT- LAP PfE55LRE -TYPE SANITARY SEVER$ -SE-- FCWLE MAN$ E RK[M£S —HAD REGAINED WA 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 BIRJUE, OR CLUE W70 CLWTACT WW, ANY PART O' A SANITARY SEWER MANHG1.. (U) BAPOUE. OR COME IN O CET Cr NAXR w7', ANYNPART OF A STMN SEVER NANHOE M INLET STRUCTURE. 11 OR (, FLWL'EAMAMS RECLAWfD WA ER PIPfLM£$ AND ON- 9EYSEWAGE TREATMENT AND GSPOSAL SKEMSWNW OR M—ED FAE HIDRANTS WRI URERGPNMO MANS SELL BE LOCAED SO WAT RE DRAWS ARE AT LEAS RARE£ —1 FROM ANY EMSBNG E PRLA°OS£D STLWM SEW�RR IITORNWAERCORCf MIS) GR PIPELMT allEO AND PR:FFRAGLY EN FEET, FROM ANY EXISTING OP PROPOSED VACUIMA -THY 3NNATANYASEER Al LEAST SX FEET, AND PPEFERAB r TEN FEET. FROM ANY fXASONG OR PROPOSED ORA NTY- W PRESSURE -THY SANTARY SEWER, WWSEWAIER FORE MAW. E PIPELINE CE IfrBNO REGAINED WA ER NOT —A ED UANCYR PART M OF CMAPER BT 610, F.AC; AND AT —Sr EN FEET FRKI ANY —BAD OR MOPOSED YW -SE SEWABC TREATMENT AND GSPOSAL SYSEM' AS DE— M SD BE —5(2). F.S. ANO RUE —. 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"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 a a9eS -09e UGH oziezn g S� 68LZ£ Vali101j '7121Vd i131NIM dQI�iO�d SONIbdS b31NIM AO :.ilO 3iva 133µs a aims avow I]] laaa SONISSOdO 'd- IM'vAsn1 add `9Nld33NI)N3 NVIddV NV�d NOISIOI08 S �VNI� Se Vea 077 'S1NViInSNOO nNia33NinN3 sue ,os Sf -7 NV�d nos L 5 5 & W I � 1 � 1 � LO 1 - -- ----------- . nt P m ° i 3 1' s s � 3 " ° w� 3: ' �t -- -- 1 U2 ^' zit °'°: RX^ 36 _— b� � m %yy -R Est' R, �C e Hill 1G3 �Fa� a a s„ �uj a/ / ) s _ V „ a 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 c I LEI 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 , . 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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.. 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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 . 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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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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' , ATTACHMENT B � Tmskqwd& crossill y CITY OF WINTER SPRINGS FLORIDA SEPTEMBER 2016 REVISED JANUARY, 2017 E PREPARED FOR: CALATLANTIC 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 . l- 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