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HomeMy WebLinkAbout2015 06 22 Public Hearing 500 Southern Oaks Final Engineering Plan, Aesthetic Review, and Development AgreementCOMMISSION AGENDA ITEM 500 REQUEST: Informational Consent Public Hearings X Regular June 22, 2015 KS RS Regular Meeting City Manager Department The Community Development Department - Planning Division requests the City Commission hold a public hearing for the approval of: 1) Final Engineering Plan, 2) Aesthetic Review and 3) Development Agreement for Southern Oaks, a single - family residential subdivision located north of SR 434 and west of the intersection of DeLeon Street and Cress Run. SYNOPSIS: The applicant is requesting approval of a Final Engineering Plan, Aesthetic Review, and Development Agreement for Southern Oaks, a single - family development that is proposed to be constructed partially in the City of Winter Springs and partially in the City of Oviedo. The portion of the development that is proposed in Winter Springs consists of 54 units on 33.30 acres, and is located north of SR 434 and west of the intersection of DeLeon Street and Cress Run. The Preliminary Subdivision Plan and associated waiver requests were approved by the City Commission in 2013. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: . Applicant name and address and authorized representative: Taylor Morrison of Florida, Inc., Chris Tyree, applicant and authorized representative. . Property owner's name(s): Taylor Morrison of Florida, Inc. Public Hearings 500 PAGE 1 OF 6 - June 22, 2015 . Property addresses: 1550 DeLeon Street, Oviedo, FL 32765, Cress Run, Oviedo, FL 32765, W. SR 434, Oviedo, FL 32765 . Property Parcel ID numbers: 25- 20- 31 -5BA- 0000 -0190, 03- 21 -31- 300 - 0090 -0000, 03- 21 -31- 300 - 0030 -0000 . Current FLUM Designations: City of Winter Springs Low Density Residential, Conservation, Conservation Overlay . Current Zoning Designations: City of Winter Springs R -IA (one - family dwelling district) . Previously Approved Development permits such as conditional use, waiver, or variance (if any): No known approved development permits on subject properties . Development Agreements (if any): None . Pending Code Enforcement Actions (if any): No known 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 Winter Springs Code of Ordinances, Chapter 9, Article XII - Minimum Community Appearance and Aesthetic Review Standards Agreement Between Seminole County, Winter Springs, and American Land Investments of Central Florida, LLC Related to the Mermel Property, September 5, 2013 CHRONOLOGY • January 28, 2013 — City Commission approval of Small -Scale future land use amendment, large -scale future land use amendment, and rezoning of the Toledo and Weaver parcels to Low Density Residential and R -IA (One - family dwelling). • August 26, 2013 - City Commission approval of Agreement Between Seminole County, Winter Springs, and American Land Investments of Central Florida, LLC Related to the Mermel Property. • September 9, 2013 - City Commission approval of Mermel property annexation. • September 9, 2013 - City Commission approval of Southern Oaks Preliminary Subdivision Plan and associated waiver requests. • December 9, 2013 - City Commission approval of Florida Avenue right -of -way annexation. • March 10, 2014 - City Commission approval of request by Taylor - Morrison Homes to construct a dry retention pond on the Solary Canal Regional Stormwater Treatment Area. • March 24, 2014 - City Commission approval of Mermel property future land use, rezoning. Public Hearings 500 PAGE 2 OF 6 - June 22, 2015 DISCUSSION: Final Engineering Plan Southern Oaks is proposed as a single - family residential subdivision that is to be constructed partially in the City of Winter Springs and partially in the City of Oviedo. Of the units that are proposed, 54 will be constructed in the City of Winter Springs on 33.30 gross acres. Of the 33.30 gross acres, 24.35 are net acres, or developable land. The subject property is zoned R -IA (One - family dwelling district). The applicant is proposing a minimum lot size of 8,000 square feet for the portion of the development that is located within the City of Winter Springs in accordance with the requirements of the R -IA zoning district. A 6 -foot high brick wall will be installed in an easement along the rear portions of all lots along the northeastern portion of the development. The adjacent property is zoned R -C1 (Single - family dwelling district). The Code does not require a wall between residential uses. On March 10, 2014, (Agenda Item 300), the City Commission approved a request by the developer to construct a dry retention pond to be located on City owned property located to the north of the development (Solary Canal Regional Stormwater Treatment Area). This approval allowed the engineer to lower the proposed lots adjacent to Barrington Estates to within 1.5 - 2.5 feet of the existing lots in Barrington Estates. Without this agreement, the new lots in Southern Oaks would have been approximately 6 - 7 feet higher than those in Barrington Estates. In addition, the agreement allows for a higher level of treatment for the stormwater. All terms and conditions of the proposed usage of the City property are incorporated into the Developer's Agreement. Additionally, the developer agreed to pay the City $125,000 prior to any site clearing or construction within the basin draining to the proposed pond. Further, the location of the original retention pond that was proposed on the Preliminary Subdivision Plan will remain in the southeastern quadrant of the site, on the Mermel property. Vehicular access to the site will be via an access road located off of DeLeon Street. The access road is proposed through the portion of the development that is located within the City of Oviedo and ultimately ending in a loop and proposed cul -de -sac in the City of Winter Springs. The subdivision is proposed to be gated with private streets. Internal streets will consist of 50 -foot of rights -of -way with 24 -feet pavement width. Five foot wide sidewalks will be installed on both sides of the street. 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, Public Hearings 500 PAGE 3 OF 6 - June 22, 2015 landscaping, proportions, materials, colors, textures, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. The project is located north of SR 434 and west of the intersection of DeLeon Street and Cress Run. The design of the proposed units includes architectural design elements such as stone veneer, stucco, and architectural embellishments such as balconies, columns, and arches over the entryways. Expression lines are provided around the perimeter of several of the proposed units to help break up blank expanses on the facades. Staff feels that this project incorporates certain quality design elements that are promoted Citywide. The architecture is complementary to the diverse styles of architecture that have been provided in the City. (2) The plans for the proposed project are in harmony with any future development which has been formally approved by the City within the surrounding area. The design of the proposed units are characteristic of the architecture that is provided citywide and is in harmony with the surrounding residential developments in the area. (3) The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: A. Front or side elevations, B. Size and arrangement of elevation facing the street, including reverse arrangement, C. Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. The proposed units are designed to contribute to the quality architectural styles that are typical of the surrounding area. 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 facades. (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. Public Hearings 500 PAGE 4 OF 6 - June 22, 2015 The proposed project is consistent and compatible with the Comprehensive Plan and the design specifications and architectural styles that are characteristic to the City of Winter Springs. The final architectural plans will be reviewed for compliance with all building code criteria. (6) The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite - resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. The project has incorporated a number of features such as 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. The project provides distinctive design details that promote the character of the City of Winter Springs. Development Agreement A Development Agreement between the City and the Developer is proposed which addresses the following: • Approval of the Final Engineering Plan. • Stipulates the City will provided utility service to the property as depicted in the Final Engineering Plan. • Acknowledges three Code waivers which were granted with the approval of the Preliminary Subdivision Plan. • Acknowledges that Taylor Morrison will form a mandatory homeowners association. • Stipulates Taylor Morrison will install a six (6) foot tall brick wall in an easement along the rear portion of all lots along the northeast boundary line of the property. • Acknowledges that Taylor Morrison will erect on -site construction signs, marketing signs, and temporary signs as notes in the Code. Said signs will be permitted to remain on the property for a period of nine (9) months from the date of the agreement. • Permits the construction of no more than six (6) model lots prior to the recording of a final plat. • Dedicates a 9.77 acre Conservation Area of the existing wetland and Conservation Overlay area shown on the plan. • Requires the property to be platted. • Acknowledges that Taylor Morrison has addressed the City's Comprehensive Plan requirements with regards to wetland impacts and preservation. • Acknowledges Taylor Morrison will provide recreational areas as depicted on the Final Engineering Plan. • Acknowledges the City Commission approved use of City property for use of a dry retention pond. • Permits Taylor Morrison to construct a retention pond that is located within the city limits concurrently with construction of the portions of the project that are located within the City of Oviedo. • Requires a minimum lot size of 8,000 square feet. • Permits Code deviations including the posting of banner signs and the construction of model homes prior to the recordation of the final plat. Public Hearings 500 PAGE 5 OF 6 - June 22, 2015 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 - 54 units • Units - 54 assessed at $200,000 = $10,800,000 assessed tax value • $10,800,000/1000 = 10,800 • $10,800.00 x(2.4300) = $26,244 $26,244 (less the 4% statutory discount) = $25,194.24 tax revenue COMMUNICATION EFFORTS: This Agenda Item has been electronically forwarded to the Mayor and City Commission, City Manager, City Attorney /Staff, and is available on the City's Website, LaserFiche, and the City's Server. Additionally, portions of this Agenda Item are typed verbatim on the respective Meeting Agenda which has also been electronically forwarded to the individuals noted above, and which is also available on the City's Website, LaserFiche, and the City's Server; has been sent to applicable City Staff, Media/Press Representatives who have requested Agendas /Agenda Item information, Homeowner's Associations/Representatives on file with the City, and all individuals who have requested such information. This information has also been posted outside City Hall, posted inside City Hall with additional copies available for the General Public, and posted at five (5) different locations around the City. Furthermore, this information is also available to any individual requestors. City Staff is always willing to discuss this Agenda Item or any Agenda Item with any interested individuals. RECOMMENDATION: Staff and the Planning & Zoning Board recommend approval of: 1) Final Engineering Plan 2) Aesthetic Review 3) Development Agreement for Southern Oaks. A separate vote is requested for each of the items listed above. ATTACHMENTS: A. Final En ig neering Plan B. Aesthetic Review submittal C. Development Agreement D. Minutes, Planning & Zoning Board - June 10, 2015 Public Hearings 500 PAGE 6 OF 6 - June 22, 2015 PROJECT TEAM MEMBERS: OWNER / DEVELOPER TAYLOR MORRISON OF FLORIDA, INC 151 SOUTHHALL LN., SUITE 100 MAITLAND, FL 32751-7172 PHONE: (321) 397 -7523 SURVEYOR GRUSENMEYER —SCOTT & ASSOCIATES, INC. 5400 E. COLONIAL DR. ORLANDO, FL 32807 PHONE: (407) 277 -3232 ENGINEER MADDEN MOORHEAD & GLUNT, INC. 431 E HORATIO AVE., SUITE 260 MAITLAND, FLORIDA 32751 PHONE: (407) 629 -8330 UTILITY PROVIDERS: ELECTRIC: DUKE ENERGY DEREK CARR DISTRIBUTION DESIGN 2801 STATE RD 426 OVIEDO, FL 32765 PHONE: (407) 359 -4824 derek.carr@duke— energy.com GAS: ENVIRONMENTAL ENGINEER BIO —TECH CONSULTING 2002 E. ROBINSON ST. ORLANDO, FL 32803 PHONE: (407) 894 -5969 GEOTECHNICAL UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BLVD. ORLANDO, FL 32811 PHONE: (407) 423 -0504 BRUCE STOUT TECO PARTNERS 600 W. ROBINSON ST. ORLANDO, FL 32801 PHONE: (407) 420 -6649 FAX: (407) 420 -6602 bstout ©tecoenergy.com I_dW111 7i!0 FINAL ENGINEERING *5 YJ D = D i 1 "0 a D'i luol =I Au A SCOTT LORENZ DAVID BORER AT &T BRIGHT HOUSE NETWORKS 132 COMMERCE WAY 485 KELLER RD., STE 100 SANFORD, FL 32771 MAITLAND, FL 32751 PHONE: (407) 302 -7611 PHONE: (407) 215 -5944 sl4484 ©att.com david.borer@mybrighthouse.com TAY OR MORRISON OF F ORIDA, INC WATER, WASTE WATER & RECLAIMED WATER(OVIEDO): CITY OF OVIEDO / PUBLIC WORKS / ENGINEERING GLORIA BERGES— RICH ARDE, E.I. 400 ALENXANDRIA BLVD. OVIEDO, FL 32765 PHONE: (407) 971 -5649 FAX: (407) 971 -5822 gberges— rich ardeOcityofoviedo. net 3 0 www.cityofoviedo.net CITY OF OF WINTER SPRINGS UTILITY DEPARTMENT 1126 EAST SR 434 WINTER SPRINGS, FL 32708 PHONE: (407) 327 -2669 151 SOUTHHALL MAITLAND, FLORIDA 32751-7172 0 (321) 397 -7523 PARCEL ID'S (CITY OF OVIEDO): VICINITY MAP WITHIN LIMITS ` IER 25-20-31-5BA-0000-0200 SPRINGS IM Y{ OVIEDO /WINTER 25-20-31-5BA-0000-020A � txa E,a 1 in'et SPRINGS DIVIDE 25-20-31-5BA-0000-020C PARCEL ID's (CITY OF WINTER S 03- 21 -31- 300 - 0090 -0000 25 -20 09 -03 -14 -31 —SBA- 0000 -0190 03- 21 -31- REVISED 300 - 0030 -0000 TRF 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629 -8330 FAX (407) 629 -8336 PLAN REVISIONS 1 09 -03 -14 REVISED PER CITY OF OVIEDO COMMENTS TRF 2 09 -23 -14 REVISED PER SEMINOLE COUNTY COMMENTS TRF 3 09 -24 -14 REVISED PER WINTER SPRINGS COMMENTS TRF 4 11 -03 -14 REVISED PER WINTER SPRINGS COMMENTS TRF 5 1 -28 -15 REVISED PER WINTER SPRINGS /OVIEDO COMMENTS TRF N0. DATE DESCRIPTION BY Property Appraiser ID Number - - --------- - - - - -- Seminole County Approved for construction This approval is subject to specific conformance to the Seminole County Land Development Code and any special requirements of the Board of County Commissioners. It shall be the responsibility of the developer to correct any defects in the plans or the facility as constructed which results in a failure to meet applicable code requirements. Administrative acceptance of the developer's plans does not constitute a waiver of any code requirements nor does it relieve the developer of responsibility to meet those requirements. This specific approval is valid for a period of one year from the date below. Approved. Seminole County Date 'ITHIN LIMITS F OVIEDO n N r, r- 0 O O I M W 0 z z O Q N af O D Q U_ 0 w Q UJ w U r\ W n V w Y O • • • M 3 Cr c Q) NORTH 114 CORNER SECTION 3 -T21 S -R31 E REC IP N 00'30'13" W 2478.44' DELEON STREET (40' R /W) (P.B.1. PG.31) II PARCEL 1 II 1 11 A PART OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA AND PART OF LOTS 19, 20 & FLORIDA AVENUE, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE COMPANYS ADDITION TO BLACK &Q i I II HAMMOCK, ACCORDING TO PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 30.00' --{ W I BEGINNING AT THE WEST 1/4 CORNER OF SAID SECTION 3; THENCE N.00'29'25 "W., ALONG THE WEST LINE OF SAID SOUTHWEST 1/4, A i I I I DISTANCE OF 1,329.57 FEET; THENCE N.89'39'16 "E., A DISTANCE OF 660.31 FEET; THENCE S.00'29'27 "E., A DISTANCE OF 1,020.60 FEET; ( I 1 1 THENCE N.89'40'28 "E., A DISTANCE OF 635.30 FEET; THENCE S.00'29'49 "E., A DISTANCE OF 309.49 FEET; THENCE S.89'41'15"W., A DISTANCE OF 35.00 FEET; THENCE S.00'26'19 "E., A DISTANCE OF 25.00 FEET; THENCE N.89'41'15 "E., A DISTANCE OF 35.00 FEET; THENCE i 1 I I NOT PL S.00'26'19 "E., A DISTANCE OF 617.77 FEET; THENCE S.89'26'17"W., A DISTANCE OF 476.37 FEET TO THE POINT OF CURVE OF A NON I TANGENT CURVE TO THE LEFT, OF WHICH THE RADIUS POINT LIES S.15'28'18"W., A RADIAL DISTANCE OF 771.20 FEET; THENCE WESTERLY I ALONG THE ARC AND NORTHERLY RIGHT -OF -WAY LINE OF STATE ROAD 434, THROUGH A CENTRAL ANGLE OF 16'02'01 ", A DISTANCE OF ( 1 1 1 215.81 FEET; THENCE S.89'26'17"W., ALONG THE NORTHERLY RIGHT -OF -WAY OF STATE ROAD 434, A DISTANCE OF 463.55 FEET; THENCE N.00'34'02 "W., A DISTANCE OF 286.00 FEET; THENCE S.87'16'54 "W., A DISTANCE OF 66.11 FEET; THENCE N.72'55'05"W., A DISTANCE OF I I I I 59.18 FEET TO THE EASTERLY RIGHT -OF -WAY OF BEACON STREET; THENCE N.00'21'21 "W., ALONG SAID EASTERLY RIGHT -OF -WAY, A i I I DISTANCE OF 316.87 FEET; THENCE S.89'41'15 "W., A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1,840,198 SQUARE FEET OR 42.2451 ACRES, MORE OR LESS 1 I 1 1 PARCEL 2 1 1 II PART OF LOTS 17 & 18, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE COMPANYS ADDITION TO BLACK HAMMOCK, ACCORDING TO PLAT I 1 11 BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ( i COMMENCE AT THE WEST 1/4 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE 1 I i i S.00'21'21 "E., ALONG THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 3, A DISTANCE OF 693.41 FEET TO THE POINT OF BEGINNING LYING ON THE SOUTHERLY RIGHT -OF -WAY LINE OF STATE ROAD 434; THENCE N.89'26'17 "E., ALONG SAID SOUTHERLY ( ( I I RIGHT -OF -WAY LINE, A DISTANCE OF 3.85 FEET; THENCE S.00'33'43 "E., ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF I I I 10.00 FEET; THENCE N.89'26'17 "E., ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 139.99 FEET; THENCE S.00'33'43 "E., ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 70.00 FEET; THENCE N.89'26'17 "E., ALONG SAID SOUTHERLY RIGHT -OF -WAY ( ( ( i LINE, A DISTANCE OF 463.53 FEET TO A POINT OF CURVE TO THE RIGHT HAVING A RADIUS OF 616.20 FEET AND A CENTRAL ANGLE OF 24'16'36'; THENCE EASTERLY ALONG THE ARC AND SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 261.09 FEET; THENCE I I I I S.23'42'53 "W., ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 60.00 FEET; THENCE S.61'21'55 "E., ALONG SAID SOUTHERLY i I I RIGHT -OF -WAY LINE, A DISTANCE OF 95.40 FEET; THENCE N.33'33'17 "E., ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 25.41 FEET; THENCE S.27 33 39 E., A DISTANCE OF 477.34 FEET TO THE NORTH LINE OF ELLINGTON ESTATES AS RECORDED IN PLAT BOOK I I I 66, PAGES 61 -63, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE S.89'44'1 4"W., ALONG THE NORTH LINE OF SAID ELLINGTON I ESTATES, A DISTANCE OF 1,152.58 FEET TO THE EAST LINE OF HAMMOCK RESERVE AS RECORDED IN PLAT BOOK 76, PAGES 62 -66; 1 1 1 1 THENCE N.00'21'21"W., ALONG THE EAST LINE OF SAID HAMMOCK RESERVE AND THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 20.00' -i r 25.00' CALCULATED CENTER SECTION w ._ I t S 00 °29 49" E- - ------ '�BRILT - _ --- -_- -_ - - - _ - _.._._. 3 z � DIRT DRIVE \, SHED LO.. c00 \ :1' N JJ 50.00' R/W i I - FLORIDA AVE. 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PP C ! 9 _ DITCH ! � ­_­A*- ----- - -- ------------ - ------ ------------ -- --- ----- ----- ---_...._- - : - S 00 29'27" E 1329.95' I II I i !� I I 1 3I II i I'I II ! =1' ( ' i �1. 1 ;I ii i 1 1 ( i 1 1 1 11 I I I I i i !I II ! 1 1, 1 1 1 . i II II I I P- - �H__ __ _ _ _. .� =T�.- -1---1--- -------------------- -- -:/- -_�= [_10'x275' HIy DITCH _ H `; ' _ - 10 2275, 1 H - DLTCH ._ ell, - - - - I 14 I ,I I I I ; 11 I I WEAVER ( I I I I WEST 112, SW 114, NW 1/4, I _ I ( i = i SECTION 3 -T21 S -R31 E 11 i I 11 25 1 I 1111 i I ( 11 I I I 1 1 7 8'x1100' a� 11 u .._.� 30.00' --) -- - - -- - U P_P_ -- - DITCH H ��, B�GCH 1 .. .` - ....- --- aUB - - _- ------- ... ------ -- ----------------- Iv.. - �.. -.. PP_.._..- .._.._.._.._.._ .._.._..- .._.._.. 18 Q I LINE BASED ON SECTION BREAKDOWN BY OTHERS AS SHOWN IN BOUNDARY LINE AGREEMENT PER O.R. 7555, PAGE 1331 FOR CITY OF WINTER SPRINGS - REC 4'x4"1 BERM TRACT "D" 'RESERVE AR )N ESTATES 62, PG.77) � �� /_..,. 100&0 _.. �. 100'x100' 0 EXISTING BUILDING FENCED COMPOUND W5 -22 LW5 -21 19 W j (GONG I ,� FEMA ZONE ' EAST 112, LOT 20 z 1. �. 1 I DIRT DRIVE / \ N 0'J SHED _ - .._.._ . .._.. O Tj-- -.._.. .._._..- �I : I . Co O CO j I I \ I !2 1C 1 'S I =i �! iQi 3 Z W I ° I (� w � iY I I z o a r.\ ! I p I w z 3 o'Imo r' . I ' 1 W 1 1 1 1 - �� I W O- t ,I .t i ° >_ I I wW O ¢� ! ! ' m , I U \`n IWI i J I ! I m; 1 10 IM 1 In 7B C0 %_ ON }.7�o 0 CONC =�' Ga SPILLWAY W4 -4 was, l0 ^ WETLAND 4 '' O °, O 0 Co 0) 00 W4- FEMA FLOODWAY DELEON STREET (40' R /W) (P.B.1. PG.31) 44 S 00 °26 "19 I° 617.77' DRAINAGE EASEMENT (O.R.2398, PG. 1598) 'X" E MINTER ,� FEMA ZONE ' EAST 112, LOT 20 (P.B.1, PG.31) 20.00' oa �>• s IN, N 0 2659.40' - N 25.00' �l �N LO 5.00' LESS OUT o O.R. BOOK 8002, PAGE 806 0 o z 1 %1I Y I 01 O I �� IN �" J I I J / ���o, I- S PP �1p 101(3& _J y� z ° C1 V_,,& q� ,IP Q � lgi t,P / t1 t\ ° 1 ARIE CORNER H co Dl (P.B.10, PG.83) ?ER J r O e}+ 25' Fo tQ 'il �,\�� s J 1-11 /l Co / F`o p / l ;N ti PP E��O �0�� / /`' E i i �Q�0 fr/ rn' 39 WETLAND 3 �/ / 22' ALL / / ° J 3� '1 W j I W3 -3, W3 -L 1 � M W3 -4 I , �8 'O ,% czi Z © %, ° I FM-IN- INTER W3 -5I -I M 1 WEST 112, LOT 20 a I (P. B.1, PG.31) ` -. ; 25.00' - ii Z) i U! to 1 I 1 >i t ° '1,0( I : a I R= 771.20 :I Y ; - °��,y OVERALL L=215. 81 ' / I I ! l i ' CB =N 82 °32'42" W ¢z 1 ! x1 1 ?� 1 !U! I ; Q� \ K IsI 1 =''1 \ DO ! i 1 �1 _- r N 00'29'27" W V I Q! I REC 1/2" REC 1/2" 309.35' 1 1 IR IR WEST LINE SOUTH 112 SE 114) \ S 0� X24 ' E f s /( / 001 iP o ti f/i rr. j/ r r �,s WESTERLY LINE ARIE CORNER PLAT O� j / / � l7P - j N J - BASED ON MONUMENTATION PER ;I / �.V / ! l O��r SECTION 77070 -2520 0 r T. BASELINE SURVEY REC 1 "IP(WP) 22' ALLEY 2.8' SOUTH //3.7' EAST ' P.O.B., 150' WEST OF THE r , SOUTHEAST CORNER, LOT 17 / - / (P.B.1, PG. 31) ff ? �o s ARIE -- 1 --_ - D=24016'36" 00.00' tr i ®© PARCEL 1 ,� -R= 616.20' f L= 261.09' © 3 f' ! L`? C= 259.14' © CB =N 78 °25' 25" W I PARCEIL ,2 j P Z IJ CONC E POLE i BARN J� CONIC SOUTHEAST CORNER, -1 FEMA ZONE "X" � WEST 1/2 LOT 17 CON[ NORTH(D) [j'/ (P.B.1, PG. 31) n Wp��E,L,,L NW 1/4, SECTION 3 -21 -37 P.O.B., MERMEL o % (� \� .' DIRT TONG PARCEL / DITCH 5 -19 WETLAND 5 -18B ,`� `'� W5 -17 - - 1 DITCH WS -16 EXISTING WETLAND LINE ­­__4k ♦ ( ) LOCATED THIS SURVEY TYP IL W5 -15 ,% 5 -14 W5 -12 ��r-4r.5.r_�'�'�r-' ,kW5 -11 1W5 -f0 N 00 °29'25" W 100' --- - - - - -- - -----\ , / WEST LINE, SOUTHWEST 114, NORTHWEST 114, BERM 1329.57 ! /,-I 3 -T21 S -R31 E N 00'29'25" IN 2473.58' THE LAND REFERED HEREIN BELOW IS SITUATED IN THE COUNTY OF SEMINOLE, STATE OF FL, AND IS DESCRIBED AS FOLLOWS, MINTER PARCEL THE EAST 1/2 OF LOT 20, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FL. AND THE WEST 1/2 OF LOT 20, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FL. LESS AND EXCEPT THE LAND CONVEYED TO SEMINOLE COUNTY, FLORIDA IN DEED RECORDED APRIL 2, 2013 IN BOOK 8002, PAGE 806, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH VACATED FLORIDA AVENUE BY RESOLUTION RECORDED IN BOOK 8126, PAGE 356, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING NORTH OF THE ABOVE DESCRIBED PARCEL. WEAVER PARCEL THE WEST 1/2 OF THE SW 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, LYING AND SITUATE IN SEMINOLE COUNTY, FLORIDA. TOLEDO PARCEL LOT 19, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE(s) 31, PUBUC RECORDS OF SEMINOLE COUNTY, FL. LESS AND EXCEPT STATE ROAD 434. ED IN PLAT BOOK 1 PAGE (s) 31 PUBLIC RECORDS OF LESS A PORTION OF LOT 79, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD. TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORD {) , SEMINOLE COUNTY, FL. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN N 89 DEGREES 41 MINUTES 15 SECONDS E, ALONG THE EAST -WEST CENTER SECTION LINE OF SAID SECTION 3, 20.00 FEET-, THENCE RUN S 00 DEGREES 21 MINUTES 21 SECONDS E, ALONG THE EASTERLY RIGHT -OF -WAY LINE OF BEACON STREET AND THE NORTHERLY EXTENSION THEREOF; 316.87 7 S 54 SECONDS E 66.11 FEET• THENCE RUN S 00 DEGREES 34 MINUTES FEET TO THE POINT OF BEGINNING; THENCE RUNS 72 DEGREES 55 MINUTES 05 SECONDS E, 59.18 FEET; THENCE RUN N 8 DEGREES 16 MINUTE , 02 SECONDS E, 286.00 FEET TO THE NORTHERLY RIGHT -OF -WAY OF STATE ROAD 434; THENCE RUN S 00 DEGREES 33 MINUTES 43 SECONDS E, ALONG SAID RIGHT -OF -WAY, 35.00 FEET; THENCE RUN S 89 DEGREES 26 MINUTES 17 SECONDS W. ALONG SAID RIGHT -OF -WAY, 123.70 FEET TO THE EASTERLY RIGHT -OF -WAY OF BEACON STREET; THENCE RUN N 00 DEGREES 21 MINUTES 21 SECONDS W. ALONG SAID EASTERLY RIGHT -OF -WAY, 336.45 FEET TO THE POINT OF BEGINNING. TOGETHER WITH VACATED FLORIDA AVENUE BY RESOLUTION RECORDED IN BOOK 8126, PAGE 356, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING NORTH OF THE ABOVE DESCRIBED PARCEL. FIRST CHAIR PARCEL oewrc; I- I 25 FEET SOUTH AND 100 FEET WEST OF NORTHEAST CORNER OF EAST HALF OF WEST HALF OF LOT 18 OF THE VAN ARSDAt.E OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE RUN SOUTH 264 FEET; WEST 95 FEET, NORTHWESTERLY 280 FEET TO POINT 120 FEET WEST OF BEGINNING, EAST 120 FEET TO BEGINNING. LESS RIGHT OF WAY FOR STATE ROAD 434, AS DESCRIBED IN ORDER OF TAKING RECORDED MARCH 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: m9i73t[iIX614 THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1428, PAGE 1537, ?PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AND DESCRIBED AS: BEGIN 25 FEET SOUTH OF THE NORTHEAST CORNER OF THE EAST HALF OF THE WEST HALF OF LOT 18, LESS THE EAST 100 FEET, OF THE VAN ARSDALE OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN SOUTH ON THE EAST UNE 264 FEET; THENCE WEST 95 FEET, THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO THE POINT OF BEGINNING; LYING WITHIN 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AS SHOWN ON STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520; SAID BASE UNE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE W ER OF SAID SECTION 3• THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORN 143.77 FEET FOR THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET SOUTH 89 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. 0019W THE EAST HALF OF THE WEST HALF, LESS THE EAST 100 FEET OF LOTS 17 AND 18, VAN ARSDALE OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, AS RECORDED IN PLAT BOOK t, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS THE NORTH 25 FEET FOR ROAD, AND LESS BEGINNING 25 FEET SOUTH OF THE NORTHEAST CORNER OF ABOVE DESCRIBED PROPERTY RUN SOUTH ON EAST UNE 264 FEET; THENCE WEST 95 FEET; THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO POINT OF BEGINNING. LESS AND EXCEPT THEREFROM RIGHT OF WAY FOR STATE ROAD 434 AS DESCRIBED IN ORDER OF TAKING RECORDED SEPTEMBER 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PART OF: THE EAST HALF OF THE WEST HALF (LESS THE EAST 100 FEET) OF LOT 18, VAN ARSDALE OSBORNE BROKERAGE CO.'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS THE NORTH 25 FEET FOR ROAD AND LESS BEGINNING 25 FEET SOUTH OF THE NORTHEAST CORNER OF ABOVE DESCRIBED PROPERTY RUN SOUTH ON THE EAST LINE 264 FEET; THENCE WEST 95 FEET; THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO THE POINT OF BEGINNING (SAID PROPERTY BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 834, PAGE 211, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA): LYING WITHIN 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AS SHOWN ON STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520; SAID BASE UNE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE UNE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE RN F • THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORNER 0 SAID SECTION 3, 143.77 FEET FOR THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET, SOUTH 89 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. (SEE CONTINUATION) BARRINGTON ESTATES (P.B.62, PG.77) W5 -7 •,&, �to QI ?( - Iwo Iz p a ZZ1 _ J CI;Y Tn M /w� isj // wo o° z� J CO w (! SOUTH 114 CORNER .\ SECTION 3 -T21 S -R31 E REC IP o H "Y a N ai Mi - h W 2 I ti M I 0 v 2 2 z W m 3 VI\- QQ M 00 N to 0 N N o D= 03'59'47" �1 P.C. i ©i p ROAD _ _ ARIE `O N R= 771.20' i /2 " "IR o f j\ �`._.._.._ IFARCEL 2 1. N TOLEDO L= 53.79' a_ - ._-_ -_- �/�L-_- _ -_ �. -�- - - �p EAST 100', EAST 1/2, WEST 1/2, ry to - 3 0 C= 53.78' ;- - - 1 a"' _ BtTC�t _ =-_... �. LOTS 17 & 18 (P.B.1, PG. 31) ty+ BLANKET CB =N 88'33'49" W i P.O.B. I ! �" - - - -- r1+ O W � S I PARCEL 1 I 'SOUTH 2 '(D) GARAGE \' `DITCH O .~"I I. W5 -32 ME V i SOUTH 2 '(D) CONC ° 6\\ FIRST CHAIR `n Ar - - - _ _ _ � ! 7 i CON[ ,n O PARCEL 2 140 - - _ _ _ _ NORTH R/W LINE ° \ Q// ❑ corn \. DIRT CQ 00 \.. _. �WS -31 _ - - _ _ " S.R. 434 N „_ ._.._. - R0 EAST 1/2, WEST 1/2, LESS EAST 100' 0) (n _ _ SHED LOTS 17 & 18 (P.B.1, PG. ) _ W w _.._.._.._.. `� _ - -- - - - - - - - " N .._ ._.. - - ONE STORY WEI L 3 3 31 I. Z n ( ig I-I RESIDENCE q 1 °WELL \,�., CON[ W5 -30 WETLAND LINE PER SURVEY BY ALDI ll, INC. \ MES NORTHWESTERLY 280'(0) 0.5' OFF �y I FIRST CHAIR � , 1 DATED 11106106 (AS FURNISHED) 100.00' ; ti Co ONE STORY PARCEL i LP ; I CONC W5 -2 55.0 v 1 COO n RESIDENCE 1.3' OFF - o MES p i a Z REC 112 "IR LESS OUT PARCEL 2 CON[ 1 O n POLE (POL) 410.00' __ - ---- ., ; DIRT GE (� o Lo - ,.._..�- 00 CONIC ROAD -..-. _ BARN GARAGE ♦♦ WL -9 rr U cv . O o , O 0 j h C NC _ DRIVE - q*•.� 00 TOLEDO � o w Co\2 O w _._..._.._.._... _.._.._.. WL -8 -4' _-.._ .._..-..- WELL° CON[ ,� CON y._ W5 -2T • z ¢ d o rte. P ' - .._.._.._.._.. -. _..PP .._.. _._ .. i - - 0 oe - - -o- - ' -a/Fr PP W5 -28 LOT 19 (P.B.1, PG.31) n > R : V - - - - POLE MOBILE WL -7 (� a zo I ® 1 FIRST CHAIR BARN HOME �i�vL -s W ILL r- . DI i PARCEL 3 & HLNOAI �I �WL -5 ^ -� EAST 170' WEST 1/4, ®© ♦♦ M - ° P cn DIRT LOTS 17 & 78 (P.B.1, PG. 37) ♦ ROAD _.. -" AWL-4 (00 w W _.- _- _ _. _ - - �..� .. SWL -3 4 Q GRAPHIC AP C SCALE ONE STORY H I CC --I W cn �. ! i RESIDENCE 12 o 9 z ? J m CON[ ". / I I WETLAND 1 � oI _ /�'_ C WOOD\ - % 2 ♦ zoo 100 0 50 100 200 o ® o It ) o CON[ STRUCTURE 1 I Q BLANKET oc MES P p�H - - - - - - - _ 0/1i_ WELL eWL -2 ai a WETLAND LINE PER SURVEY BY ALDI 11, INC. %�� - PP ! ° ( ?) ♦ w ♦ `, W LO `� o O o� O fit- o ti 00 0 CIq z O 00 (,�1 L 10.00' REC 4"X4"CM TRACT 'D" WEST 114 CORNER �oocccavc eaceY SECTION 3- T21S -R31E / \._._- - - - - - -- -- - _ - - - -- ___ --__ --- ..... qtr -1 ( IN FEET ) DATED 11106106 (AS FURNISHED) 1 2 "IR ET o I RET (OT) ] 0_ DITCH ........... -I ------ - - - - -- _ -- lwe -1 °a 1 inch - 100 ft. N 00 °34'02" W �' S 00 °33'43" E ® ®� UPLAND ���ive -2 `o " C0 <v 286.00 S 00'33'43" E3 I i i MES WEI EXISTING WETLAND LINE o0 Cp , 35.00' ? 70 �� LOCATED THIS SURVEY (TYP) o N N S 00'34'02" E , ; cc Ca L o ,� ^ W ; W CITY OF OVIEDO WETLAND , � " - R ! , WEST 1 /4, LOTS 17 & 18 P.o.e., z h ' NOT INCLUDED) N � 12, It FLORIDA AVE ROW S 00'21'21" E t/) cV '�, N ( / rn 04 L1 .t I O LESS EAST 170' (P.B.1fPG. 31) , ©© WLHAND 1 316.87' c FQ �� m- C0 O / WB -4 N 00'27'21 " W 25.00' N 00021'21 W 'N EASTERLY R/W 1n ! i, 1 0 2 O % ® ®� 316.87' 21___� LINE (D) \ N 00'21 '21 " W REC 1/2" ! I I O ti UPLAND WETLAND , j REC �2" IR W5 -3 _2 W5 � 20.00' \\ 336.45' IR L - 1 i i O + _ _ _ _ _ _ _ _ _ _ _ _ _ r... ���� ��� - - -- - -- --- - - - - -- REC IR -- - - - - -- --------- - - - - -- - - - - -- - -_ - _ -- j1 i 20' EAST 1/2 VACATED STREET WB -5 20' �. (NO ID) VS -4 S 00.21 '21 " E 693.41 ' BEACON STREET P.B.1, PG.31 _ - DITCH � W ! - ' o MES DITCH - -� FH "I : - WEST LINE, SOUTHWEST 114, N 00021'21 " W EAST LINE TRACT I P.O.B., -- N I I SECTION 3 -T21 S -R31 E HAMMOCK RESERVE L 10.00' LESS OUT °DI -- c -NOT PLATTED P.O.C., 11 I 633.99 (P.B,76, PGS. 62 -66) (RETENTION POND /UPLAND BUFFER) TRACT D" TOLEDO _ \ BASELINE SURVEY PP P.O.B., PARCEL 2 ® ®� HAMMOCK RESERVE (PRESERVE AREA) 77070 -2520 NOT PLATTED (P 8 76 PGS 62 -66) BARRINGTON ESTATES „�� "P.0 C V'Jy BARRINGTON ESTATES FIRST CHAIR PARCEL CONTINUED (P.B.62, PG.77) MERMEL, PARCEL 2 (P.B.62, PG.77) ( ) & TOLEDO LESS -OUT & PARCEL III: P.O.B., PARCEL 1 THE EAST 170 FEET OF THE WEST QUARTER OF LOTS 17 AND 18, VAN ARSDALE OSBORNE BROKERAGE CO'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT RIGHT OF WAY FOR STATE ROAD 434 AS DESCRIBED IN ORDER OF TAKING RECORDED MARCH 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL NO. 102 THAT PART OF: THE EAST 170 FEET OF THE WEST QUARTER OF LOT 18, VAN ARSDALE OSBORNE BROKERAGE CO.'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA (SAID PROPERTY BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1950, PAGE 759, PUBLIC RECORDS OF SEMINOLE COUNTY, A FLORIDA, T OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520• SAID I 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD N0. 434 AS SHOWN ON STATE OF FLO DA DEPARTMENT , FLORIDA. LY NG WITHIN , BASE LINE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3; THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 1 S EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY R POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 6 SECOND 143.77 FEET FOR THE HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET SOUTH 88 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. ARIE PARCEL PARCEL t: BEGINNING AT A POINT 150 FEET WEST OF THE SOUTHEAST CORNER OF LOT 17, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBUC RECORDS OF SEMINOLE COUNTY, FL., RUN WEST TO SOUTHEAST CORNER OF THE WEST HALF OF SAID LOT 17, NORTH TO THE NORTHEAST CORNER OF THE WEST HALF OF LOT 18, OF SAID ADD. TO BLACK HAMMOCK, EAST 150 FEET, SOUTHEAST TO POINT OF BEGINNING PARCEL 11: THE EAST 100 FEET OF THE EAST HALF OF THE WEST HALF OF LOTS 17 AND 18, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION FOR ROAD RIGHT OF WAY AS SET FORTH IN THAT CERTAIN WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 2892, PAGE 894, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CITY OF OVIEDO PARCEL THE WEST 1/4 OF LOTS 17 AND 18, LESS THE EAST 170.00 FEET, AND THE EAST 1/2 OF VACATED STREET ADJACENT ON WEST, OF MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK t, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION DECRIBED IN WARRANTY DEED IN FAVOR OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DATED NOVEMBER 18, 1994 RECORDED IN OFFICIAL RECORDS BOOK 2851, PAGE 3, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. MERMEL PARCEL A PORTION OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST LYING WEST OF DELEON STREET (40.00 FEET RIGHT -OF -WAY), BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA. THENCE RUN N 89 DEGREES 41 MINUTES 15 SECONDS E, ALONG THE EAST -WEST CENTER SECTION LINE OF SAID SECTION 3, 660.33 FEET TO POINT OF BEGINNING BEING ON THE WEST LINE OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 3; THENCE RUN N 00 DEGREES 29 MINUTES 27 SECONDS W, ALONG SAID WEST LINE, 309.35 FEET-, THENCE RUN N 89 DEGREES 40 MINUTES 28 SECONDS E, 635.30 FEET TO A POINT 5.00' WEST OF THE WEST RIGHT -OF -WAY LINE OF DELEON STREET (40.00 FEET RIGHT -OF -WAY); THENCE RUN S 00 DEGREES 29 MINUTES 49 SECONDS E, PARALLEL TO AND 5.00 FEET WESTERLY OF SAID RIGHT -OF -WAY LINE, 309.49 FEET; THENCE RUN S 89 DEGREES 41 MINUTES 15 SECONDS W, 635.33 FEET TO THE POINT OF BEGINNING. BEING OVERALL DESCRIBED AS: (SEE PARCELS 1 & 2 ABOVE) 1981.49' N00'39'06"E(D) N 00'21'21" W TRACT H BARRINGTON ESTATES 1981.39' N00'21'21 "W(F) HAMMOCK RESERVE 2654.80' (CONSERVATION EASEMENT) (P.B.62, PG.77) FROM SW CORNER SECTION J. (P.6.76, PGS. 62 -66) HAMMOCK RESERVE (P.B.76, PGS. 62 -66) NOTES CORRESPONDING TO SCHEDULE B2: THE SURVEYOR HAS LIMITED HIS REVIEW TO SEARCH FOR EASEMENT DESCRIPTIONS THAT LIE WITHIN THE SUBJECT SITE AS PER THE DOCUMENTS THAT HAVE BEEN FURNISHED TO THE SURVEYOR PERTAINING TO SCHEDULE B2 OF THE TITLE COMMITMENT AGENT FILE TAYLOR MORRISON /SOUTHERN OAKS (FAST FILE # 2037 - 3076234, BEARING AN EFFECTIVE DATE OF NOVEMBER 21, 2013 ® 8:00 A.M.)(REVISED & UPDATED DECEMBER 23, 2013), PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY. THE REVIEW STATED ABOVE DOES NOT INCLUDE OTHER /ADDITIONAL O.R. BOOK AND PAGES REFERENCED WITHIN THE DOCUMENTS LISTED IN THE ITEMS PER SCHEDULE B2. ITEM 9. O.R. BOOK 8117, PAGE 370; SUBJECT TO:, NO PLOTTABLE EASEMENTS ITEM 1 1. PLAT BOOK 1, PAGE 31; SUBJECT TO:, NO PLOTTABLE EASEMENTS ITEM 12. O.R. BOOK 2398, PAGE 1598; SUBJECT TO:, PLOTTED HERON O ITEM C. O.R. BOOK 792, PAGE 427; SUBJECT TO:, PLOTTED HEREON ITEM S O.R. BOOK 1629, PAGE 900; SUBJECT TO:, PLOTTED HEREON ITEM S O.R. BOOK 5369, PAGE 146, O.R. BOOK 8088, PAGE 1373, O.R. BOOK 6903, PAGE 154; SUBJECT TO: PLOTTED HEREON ITEM O 17. O.R. BOOK 6932, PAGE 893, O.R. BOOK 8088, PAGE 1373, SUBJECT TO:, PLOTTED HEREON ITEM e O.R. BOOK 7555, PAGE 1331; SUBJECT TO:, PLOTTED HEREON ITEM G O.R. BOOK 4950, PAGE 1317, SUBJECT TO:, NO PLOTTABLE EASEMENTS 1327.40' LINE BEARING DISTANCE L1 N 89 °2617" E 3.85' L2 S 00 °33'43" E 10.00' L3 S 23 °42'53" W 60.00' L4 S 61021'55" E 95.40' L5 I N 33 °3317" E I 25.41 ' SOUTHWEST CORNER SECTION 3- T21S -R31E REC NAIL & DISC BASELINE SURVEY (D) (F) LU1 S89-33'16 E 143.77'(D)/ N89- 26'17 "E 143.77'(F) @S89-33'16 -E 463.54'(D)/N89'26'17E 463.54'(F) ©S00'23'41 "W 1274.02'(D)/S00'36'46 E 1274.02'(F) (5 D= 89'56'57" R= 716.20' L =1 124.37' C= 1012.41' CB= S44.34'48 E(D)/S45- 35'14E(F) ALTA IA CS 2e ►S 'I've IV This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys,' jointly established and adopted by ALTA, and NSPS in 2005. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Florida, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Date: 12 -09 -2013 Thomas X. Grusenmeyer, RLS #4714 State of Florida ITEM O.R. BOOK 7886, PAGE 1930; SUBJECT TO:, NO PLOTTABLE EASEMENTS BOUNDARY SURVEY FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc.; Akerman LLP; First American Title Insurance 22. O Company; American Land Investments of Deleon, LLC, American Land Investments of Weaver, LLC; Sand Loch Capital ITEM e O.R. BOOK 8139, PAGE 159; NO PLOTTABLE EASEMENTS WITHIN SUBJECT SITE Investors, LLC ITEM 25. DEED BOOK 189, PAGES 57 AND 60, O.R. BOOK 2847, PAGES 1786 AND 1802; SUBJECT TO:, GR USENE YER - SCOTT C-9y.- ASSOC., INC. - LAND SURVEYORS ITEM 6. O.R. BOOK 1031, PAGE 3; SUBJECT TO:, PLOTTED HEREON LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)- 277 -3232 FAX (407)- 658 -1436 O.R. BOOK 7886 PAGE 1930• SUBJECT TO: NO PLOTTABLE EASEMENTS ASPH= ASPHALT - ITEM 27. O.R­ OFFICIAL RECORDS CERTIFICATE OF AUTHORIZATION LB 4596 B.M.= BENCHMARK D.B.= DEED BOOK =CENTERLINE NOTES: ITEM 29. O.R. BOOK 6584, PAGE 742; SUBJECT TO:, NO PLOTTABLE EASEMENTS CALC= CALCULATED MES= MITERED END SECTION 1. THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL CM= CONCRETE MONUMENT P.O.C. =POINT OF COMMENCEMENT STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER CLF =CHAIN LINK FENCE P.O.B. =POINT OF BEGINNING 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. ITEM O 30. O.R. BOOK 6584, PAGE 746; SUBJECT TO:, NO PLOTTABLE EASEMENTS CONC =CONCRETE RCP= REINFORCED CONC PIPE 2, UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR C /B= CONCRETE BLOCK REP = RETAINING WALL INFORMATIONAL PURPOSES ONLY CMP= CORRUGATED METAL PIPE R/W =RIGHT OF WAY ITEM 31 O.R. BOOK 6584 PAGE 750• SUBJECT T0: NO PLOTTABLE EASEMENTS CO-CLEAN OUT REC =RECOVERED 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE O D= DESCRIPTION SET N &D =N &D #4596 MAY BE OTHER RESTRIC77ONS OR EASEMENTS THAT AFFECT THIS PROPERTY. D1= DRAINAGE INLET SN =SIGN 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ITEM 32. O.R. BOOK 7044, PAGE 1888; SUBJECT TO:, NO PLOTTABLE EASEMENTS EB= ELECTRIC Box SV= SEWER VALVE ELEV.= ELEVATION SET IR =112" IR W /L.& (4596 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE EP =EDGE OF PAVEMENT TB =TELEPHONE BOX RELIED UPON BY ANY OTHER ENTITY. - ITEM 33 O O.R. BOOK 625, PAGE 247; EASEMENT PLOTTED HEREON, DOES NOT LIE WITHIN SUBJECT SITE FH -FIRE HYDRANT TYP= TYPICAL F.F.E. - FINISHED FLOOR ELEVA770N WF =WOOD FENCE 6. DIMENSIONS SHOWN FOR THE LOCA77ON OF IMPROVEMENT'S HEREON SHOULD NOT BE USED TO F =FIELD WP= WITNESS POINT RECONSTRUCT BOUNDARY LINES. ITEM 35. O.R. BOOK 8122, PAGE 1517, O.R. BOOK 8124, PAGE 1752; SUBJECT TO:, NO PLOTTABLE EASEMENTS F0= FIBER OPTICS MARKER WALL =C /B WALL 7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) O GA =GUY ANCHOR WV =WATER VALVE HW =HEAD WALL TRAN = TRANSFORMER 8. THE RIGHT -OF -WAY LINES FOR S.R. 434 IS CONTIGUOUS (WITHOUT GAP, GORE OR HIATUS) WITH THE ITEM 36. O.R. BOOK 8138, PAGE 1399; SUBJECT TO:, NO PLOTTABLE EASEMENTS INV =INVERT T.O.B. =TOP OF BANK BOUNDARY LINES OF THE LANDS SHOWN HEREON, WHERE THEY ARE ADJACENT TO EACH OTHER IR =IRON R00 L = ARC LENGTH SHEET / 0 Lfi' 4 SHEET 1 OF 4 BOUNDARY SURVEY SEE SHEET 2 TOPOGRAPHY SURVEY- OVERALL SEE SHEET 3 TOPOGRAPHY SURVEY - DETAIL S.R. #434 & DELEON STREET SEE SHEET 4 TOPOGRAPHY SURVEY - DETAIL OFFSITE TO WEST ii Z) i U! to 1 I 1 >i t ° '1,0( I : a I R= 771.20 :I Y ; - °��,y OVERALL L=215. 81 ' / I I ! l i ' CB =N 82 °32'42" W ¢z 1 ! x1 1 ?� 1 !U! I ; Q� \ K IsI 1 =''1 \ DO ! i 1 �1 _- r N 00'29'27" W V I Q! I REC 1/2" REC 1/2" 309.35' 1 1 IR IR WEST LINE SOUTH 112 SE 114) \ S 0� X24 ' E f s /( / 001 iP o ti f/i rr. j/ r r �,s WESTERLY LINE ARIE CORNER PLAT O� j / / � l7P - j N J - BASED ON MONUMENTATION PER ;I / �.V / ! l O��r SECTION 77070 -2520 0 r T. BASELINE SURVEY REC 1 "IP(WP) 22' ALLEY 2.8' SOUTH //3.7' EAST ' P.O.B., 150' WEST OF THE r , SOUTHEAST CORNER, LOT 17 / - / (P.B.1, PG. 31) ff ? �o s ARIE -- 1 --_ - D=24016'36" 00.00' tr i ®© PARCEL 1 ,� -R= 616.20' f L= 261.09' © 3 f' ! L`? C= 259.14' © CB =N 78 °25' 25" W I PARCEIL ,2 j P Z IJ CONC E POLE i BARN J� CONIC SOUTHEAST CORNER, -1 FEMA ZONE "X" � WEST 1/2 LOT 17 CON[ NORTH(D) [j'/ (P.B.1, PG. 31) n Wp��E,L,,L NW 1/4, SECTION 3 -21 -37 P.O.B., MERMEL o % (� \� .' DIRT TONG PARCEL / DITCH 5 -19 WETLAND 5 -18B ,`� `'� W5 -17 - - 1 DITCH WS -16 EXISTING WETLAND LINE ­­__4k ♦ ( ) LOCATED THIS SURVEY TYP IL W5 -15 ,% 5 -14 W5 -12 ��r-4r.5.r_�'�'�r-' ,kW5 -11 1W5 -f0 N 00 °29'25" W 100' --- - - - - -- - -----\ , / WEST LINE, SOUTHWEST 114, NORTHWEST 114, BERM 1329.57 ! /,-I 3 -T21 S -R31 E N 00'29'25" IN 2473.58' THE LAND REFERED HEREIN BELOW IS SITUATED IN THE COUNTY OF SEMINOLE, STATE OF FL, AND IS DESCRIBED AS FOLLOWS, MINTER PARCEL THE EAST 1/2 OF LOT 20, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FL. AND THE WEST 1/2 OF LOT 20, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FL. LESS AND EXCEPT THE LAND CONVEYED TO SEMINOLE COUNTY, FLORIDA IN DEED RECORDED APRIL 2, 2013 IN BOOK 8002, PAGE 806, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH VACATED FLORIDA AVENUE BY RESOLUTION RECORDED IN BOOK 8126, PAGE 356, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING NORTH OF THE ABOVE DESCRIBED PARCEL. WEAVER PARCEL THE WEST 1/2 OF THE SW 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, LYING AND SITUATE IN SEMINOLE COUNTY, FLORIDA. TOLEDO PARCEL LOT 19, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE(s) 31, PUBUC RECORDS OF SEMINOLE COUNTY, FL. LESS AND EXCEPT STATE ROAD 434. ED IN PLAT BOOK 1 PAGE (s) 31 PUBLIC RECORDS OF LESS A PORTION OF LOT 79, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD. TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORD {) , SEMINOLE COUNTY, FL. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN N 89 DEGREES 41 MINUTES 15 SECONDS E, ALONG THE EAST -WEST CENTER SECTION LINE OF SAID SECTION 3, 20.00 FEET-, THENCE RUN S 00 DEGREES 21 MINUTES 21 SECONDS E, ALONG THE EASTERLY RIGHT -OF -WAY LINE OF BEACON STREET AND THE NORTHERLY EXTENSION THEREOF; 316.87 7 S 54 SECONDS E 66.11 FEET• THENCE RUN S 00 DEGREES 34 MINUTES FEET TO THE POINT OF BEGINNING; THENCE RUNS 72 DEGREES 55 MINUTES 05 SECONDS E, 59.18 FEET; THENCE RUN N 8 DEGREES 16 MINUTE , 02 SECONDS E, 286.00 FEET TO THE NORTHERLY RIGHT -OF -WAY OF STATE ROAD 434; THENCE RUN S 00 DEGREES 33 MINUTES 43 SECONDS E, ALONG SAID RIGHT -OF -WAY, 35.00 FEET; THENCE RUN S 89 DEGREES 26 MINUTES 17 SECONDS W. ALONG SAID RIGHT -OF -WAY, 123.70 FEET TO THE EASTERLY RIGHT -OF -WAY OF BEACON STREET; THENCE RUN N 00 DEGREES 21 MINUTES 21 SECONDS W. ALONG SAID EASTERLY RIGHT -OF -WAY, 336.45 FEET TO THE POINT OF BEGINNING. TOGETHER WITH VACATED FLORIDA AVENUE BY RESOLUTION RECORDED IN BOOK 8126, PAGE 356, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING NORTH OF THE ABOVE DESCRIBED PARCEL. FIRST CHAIR PARCEL oewrc; I- I 25 FEET SOUTH AND 100 FEET WEST OF NORTHEAST CORNER OF EAST HALF OF WEST HALF OF LOT 18 OF THE VAN ARSDAt.E OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE RUN SOUTH 264 FEET; WEST 95 FEET, NORTHWESTERLY 280 FEET TO POINT 120 FEET WEST OF BEGINNING, EAST 120 FEET TO BEGINNING. LESS RIGHT OF WAY FOR STATE ROAD 434, AS DESCRIBED IN ORDER OF TAKING RECORDED MARCH 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: m9i73t[iIX614 THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1428, PAGE 1537, ?PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AND DESCRIBED AS: BEGIN 25 FEET SOUTH OF THE NORTHEAST CORNER OF THE EAST HALF OF THE WEST HALF OF LOT 18, LESS THE EAST 100 FEET, OF THE VAN ARSDALE OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN SOUTH ON THE EAST UNE 264 FEET; THENCE WEST 95 FEET, THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO THE POINT OF BEGINNING; LYING WITHIN 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AS SHOWN ON STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520; SAID BASE UNE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE W ER OF SAID SECTION 3• THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORN 143.77 FEET FOR THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET SOUTH 89 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. 0019W THE EAST HALF OF THE WEST HALF, LESS THE EAST 100 FEET OF LOTS 17 AND 18, VAN ARSDALE OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, AS RECORDED IN PLAT BOOK t, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS THE NORTH 25 FEET FOR ROAD, AND LESS BEGINNING 25 FEET SOUTH OF THE NORTHEAST CORNER OF ABOVE DESCRIBED PROPERTY RUN SOUTH ON EAST UNE 264 FEET; THENCE WEST 95 FEET; THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO POINT OF BEGINNING. LESS AND EXCEPT THEREFROM RIGHT OF WAY FOR STATE ROAD 434 AS DESCRIBED IN ORDER OF TAKING RECORDED SEPTEMBER 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PART OF: THE EAST HALF OF THE WEST HALF (LESS THE EAST 100 FEET) OF LOT 18, VAN ARSDALE OSBORNE BROKERAGE CO.'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS THE NORTH 25 FEET FOR ROAD AND LESS BEGINNING 25 FEET SOUTH OF THE NORTHEAST CORNER OF ABOVE DESCRIBED PROPERTY RUN SOUTH ON THE EAST LINE 264 FEET; THENCE WEST 95 FEET; THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO THE POINT OF BEGINNING (SAID PROPERTY BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 834, PAGE 211, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA): LYING WITHIN 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AS SHOWN ON STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520; SAID BASE UNE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE UNE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE RN F • THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORNER 0 SAID SECTION 3, 143.77 FEET FOR THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET, SOUTH 89 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. (SEE CONTINUATION) BARRINGTON ESTATES (P.B.62, PG.77) W5 -7 •,&, �to QI ?( - Iwo Iz p a ZZ1 _ J CI;Y Tn M /w� isj // wo o° z� J CO w (! SOUTH 114 CORNER .\ SECTION 3 -T21 S -R31 E REC IP o H "Y a N ai Mi - h W 2 I ti M I 0 v 2 2 z W m 3 VI\- QQ M 00 N to 0 N N o D= 03'59'47" �1 P.C. i ©i p ROAD _ _ ARIE `O N R= 771.20' i /2 " "IR o f j\ �`._.._.._ IFARCEL 2 1. N TOLEDO L= 53.79' a_ - ._-_ -_- �/�L-_- _ -_ �. -�- - - �p EAST 100', EAST 1/2, WEST 1/2, ry to - 3 0 C= 53.78' ;- - - 1 a"' _ BtTC�t _ =-_... �. LOTS 17 & 18 (P.B.1, PG. 31) ty+ BLANKET CB =N 88'33'49" W i P.O.B. I ! �" - - - -- r1+ O W � S I PARCEL 1 I 'SOUTH 2 '(D) GARAGE \' `DITCH O .~"I I. W5 -32 ME V i SOUTH 2 '(D) CONC ° 6\\ FIRST CHAIR `n Ar - - - _ _ _ � ! 7 i CON[ ,n O PARCEL 2 140 - - _ _ _ _ NORTH R/W LINE ° \ Q// ❑ corn \. DIRT CQ 00 \.. _. �WS -31 _ - - _ _ " S.R. 434 N „_ ._.._. - R0 EAST 1/2, WEST 1/2, LESS EAST 100' 0) (n _ _ SHED LOTS 17 & 18 (P.B.1, PG. ) _ W w _.._.._.._.. `� _ - -- - - - - - - - " N .._ ._.. - - ONE STORY WEI L 3 3 31 I. Z n ( ig I-I RESIDENCE q 1 °WELL \,�., CON[ W5 -30 WETLAND LINE PER SURVEY BY ALDI ll, INC. \ MES NORTHWESTERLY 280'(0) 0.5' OFF �y I FIRST CHAIR � , 1 DATED 11106106 (AS FURNISHED) 100.00' ; ti Co ONE STORY PARCEL i LP ; I CONC W5 -2 55.0 v 1 COO n RESIDENCE 1.3' OFF - o MES p i a Z REC 112 "IR LESS OUT PARCEL 2 CON[ 1 O n POLE (POL) 410.00' __ - ---- ., ; DIRT GE (� o Lo - ,.._..�- 00 CONIC ROAD -..-. _ BARN GARAGE ♦♦ WL -9 rr U cv . O o , O 0 j h C NC _ DRIVE - q*•.� 00 TOLEDO � o w Co\2 O w _._..._.._.._... _.._.._.. WL -8 -4' _-.._ .._..-..- WELL° CON[ ,� CON y._ W5 -2T • z ¢ d o rte. P ' - .._.._.._.._.. -. _..PP .._.. _._ .. i - - 0 oe - - -o- - ' -a/Fr PP W5 -28 LOT 19 (P.B.1, PG.31) n > R : V - - - - POLE MOBILE WL -7 (� a zo I ® 1 FIRST CHAIR BARN HOME �i�vL -s W ILL r- . DI i PARCEL 3 & HLNOAI �I �WL -5 ^ -� EAST 170' WEST 1/4, ®© ♦♦ M - ° P cn DIRT LOTS 17 & 78 (P.B.1, PG. 37) ♦ ROAD _.. -" AWL-4 (00 w W _.- _- _ _. _ - - �..� .. SWL -3 4 Q GRAPHIC AP C SCALE ONE STORY H I CC --I W cn �. ! i RESIDENCE 12 o 9 z ? J m CON[ ". / I I WETLAND 1 � oI _ /�'_ C WOOD\ - % 2 ♦ zoo 100 0 50 100 200 o ® o It ) o CON[ STRUCTURE 1 I Q BLANKET oc MES P p�H - - - - - - - _ 0/1i_ WELL eWL -2 ai a WETLAND LINE PER SURVEY BY ALDI 11, INC. %�� - PP ! ° ( ?) ♦ w ♦ `, W LO `� o O o� O fit- o ti 00 0 CIq z O 00 (,�1 L 10.00' REC 4"X4"CM TRACT 'D" WEST 114 CORNER �oocccavc eaceY SECTION 3- T21S -R31E / \._._- - - - - - -- -- - _ - - - -- ___ --__ --- ..... qtr -1 ( IN FEET ) DATED 11106106 (AS FURNISHED) 1 2 "IR ET o I RET (OT) ] 0_ DITCH ........... -I ------ - - - - -- _ -- lwe -1 °a 1 inch - 100 ft. N 00 °34'02" W �' S 00 °33'43" E ® ®� UPLAND ���ive -2 `o " C0 <v 286.00 S 00'33'43" E3 I i i MES WEI EXISTING WETLAND LINE o0 Cp , 35.00' ? 70 �� LOCATED THIS SURVEY (TYP) o N N S 00'34'02" E , ; cc Ca L o ,� ^ W ; W CITY OF OVIEDO WETLAND , � " - R ! , WEST 1 /4, LOTS 17 & 18 P.o.e., z h ' NOT INCLUDED) N � 12, It FLORIDA AVE ROW S 00'21'21" E t/) cV '�, N ( / rn 04 L1 .t I O LESS EAST 170' (P.B.1fPG. 31) , ©© WLHAND 1 316.87' c FQ �� m- C0 O / WB -4 N 00'27'21 " W 25.00' N 00021'21 W 'N EASTERLY R/W 1n ! i, 1 0 2 O % ® ®� 316.87' 21___� LINE (D) \ N 00'21 '21 " W REC 1/2" ! I I O ti UPLAND WETLAND , j REC �2" IR W5 -3 _2 W5 � 20.00' \\ 336.45' IR L - 1 i i O + _ _ _ _ _ _ _ _ _ _ _ _ _ r... ���� ��� - - -- - -- --- - - - - -- REC IR -- - - - - -- --------- - - - - -- - - - - -- - -_ - _ -- j1 i 20' EAST 1/2 VACATED STREET WB -5 20' �. (NO ID) VS -4 S 00.21 '21 " E 693.41 ' BEACON STREET P.B.1, PG.31 _ - DITCH � W ! - ' o MES DITCH - -� FH "I : - WEST LINE, SOUTHWEST 114, N 00021'21 " W EAST LINE TRACT I P.O.B., -- N I I SECTION 3 -T21 S -R31 E HAMMOCK RESERVE L 10.00' LESS OUT °DI -- c -NOT PLATTED P.O.C., 11 I 633.99 (P.B,76, PGS. 62 -66) (RETENTION POND /UPLAND BUFFER) TRACT D" TOLEDO _ \ BASELINE SURVEY PP P.O.B., PARCEL 2 ® ®� HAMMOCK RESERVE (PRESERVE AREA) 77070 -2520 NOT PLATTED (P 8 76 PGS 62 -66) BARRINGTON ESTATES „�� "P.0 C V'Jy BARRINGTON ESTATES FIRST CHAIR PARCEL CONTINUED (P.B.62, PG.77) MERMEL, PARCEL 2 (P.B.62, PG.77) ( ) & TOLEDO LESS -OUT & PARCEL III: P.O.B., PARCEL 1 THE EAST 170 FEET OF THE WEST QUARTER OF LOTS 17 AND 18, VAN ARSDALE OSBORNE BROKERAGE CO'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT RIGHT OF WAY FOR STATE ROAD 434 AS DESCRIBED IN ORDER OF TAKING RECORDED MARCH 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL NO. 102 THAT PART OF: THE EAST 170 FEET OF THE WEST QUARTER OF LOT 18, VAN ARSDALE OSBORNE BROKERAGE CO.'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA (SAID PROPERTY BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1950, PAGE 759, PUBLIC RECORDS OF SEMINOLE COUNTY, A FLORIDA, T OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520• SAID I 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD N0. 434 AS SHOWN ON STATE OF FLO DA DEPARTMENT , FLORIDA. LY NG WITHIN , BASE LINE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3; THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 1 S EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY R POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 6 SECOND 143.77 FEET FOR THE HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET SOUTH 88 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. ARIE PARCEL PARCEL t: BEGINNING AT A POINT 150 FEET WEST OF THE SOUTHEAST CORNER OF LOT 17, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBUC RECORDS OF SEMINOLE COUNTY, FL., RUN WEST TO SOUTHEAST CORNER OF THE WEST HALF OF SAID LOT 17, NORTH TO THE NORTHEAST CORNER OF THE WEST HALF OF LOT 18, OF SAID ADD. TO BLACK HAMMOCK, EAST 150 FEET, SOUTHEAST TO POINT OF BEGINNING PARCEL 11: THE EAST 100 FEET OF THE EAST HALF OF THE WEST HALF OF LOTS 17 AND 18, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION FOR ROAD RIGHT OF WAY AS SET FORTH IN THAT CERTAIN WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 2892, PAGE 894, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CITY OF OVIEDO PARCEL THE WEST 1/4 OF LOTS 17 AND 18, LESS THE EAST 170.00 FEET, AND THE EAST 1/2 OF VACATED STREET ADJACENT ON WEST, OF MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK t, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION DECRIBED IN WARRANTY DEED IN FAVOR OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DATED NOVEMBER 18, 1994 RECORDED IN OFFICIAL RECORDS BOOK 2851, PAGE 3, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. MERMEL PARCEL A PORTION OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST LYING WEST OF DELEON STREET (40.00 FEET RIGHT -OF -WAY), BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA. THENCE RUN N 89 DEGREES 41 MINUTES 15 SECONDS E, ALONG THE EAST -WEST CENTER SECTION LINE OF SAID SECTION 3, 660.33 FEET TO POINT OF BEGINNING BEING ON THE WEST LINE OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 3; THENCE RUN N 00 DEGREES 29 MINUTES 27 SECONDS W, ALONG SAID WEST LINE, 309.35 FEET-, THENCE RUN N 89 DEGREES 40 MINUTES 28 SECONDS E, 635.30 FEET TO A POINT 5.00' WEST OF THE WEST RIGHT -OF -WAY LINE OF DELEON STREET (40.00 FEET RIGHT -OF -WAY); THENCE RUN S 00 DEGREES 29 MINUTES 49 SECONDS E, PARALLEL TO AND 5.00 FEET WESTERLY OF SAID RIGHT -OF -WAY LINE, 309.49 FEET; THENCE RUN S 89 DEGREES 41 MINUTES 15 SECONDS W, 635.33 FEET TO THE POINT OF BEGINNING. BEING OVERALL DESCRIBED AS: (SEE PARCELS 1 & 2 ABOVE) 1981.49' N00'39'06"E(D) N 00'21'21" W TRACT H BARRINGTON ESTATES 1981.39' N00'21'21 "W(F) HAMMOCK RESERVE 2654.80' (CONSERVATION EASEMENT) (P.B.62, PG.77) FROM SW CORNER SECTION J. (P.6.76, PGS. 62 -66) HAMMOCK RESERVE (P.B.76, PGS. 62 -66) NOTES CORRESPONDING TO SCHEDULE B2: THE SURVEYOR HAS LIMITED HIS REVIEW TO SEARCH FOR EASEMENT DESCRIPTIONS THAT LIE WITHIN THE SUBJECT SITE AS PER THE DOCUMENTS THAT HAVE BEEN FURNISHED TO THE SURVEYOR PERTAINING TO SCHEDULE B2 OF THE TITLE COMMITMENT AGENT FILE TAYLOR MORRISON /SOUTHERN OAKS (FAST FILE # 2037 - 3076234, BEARING AN EFFECTIVE DATE OF NOVEMBER 21, 2013 ® 8:00 A.M.)(REVISED & UPDATED DECEMBER 23, 2013), PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY. THE REVIEW STATED ABOVE DOES NOT INCLUDE OTHER /ADDITIONAL O.R. BOOK AND PAGES REFERENCED WITHIN THE DOCUMENTS LISTED IN THE ITEMS PER SCHEDULE B2. ITEM 9. O.R. BOOK 8117, PAGE 370; SUBJECT TO:, NO PLOTTABLE EASEMENTS ITEM 1 1. PLAT BOOK 1, PAGE 31; SUBJECT TO:, NO PLOTTABLE EASEMENTS ITEM 12. O.R. BOOK 2398, PAGE 1598; SUBJECT TO:, PLOTTED HERON O ITEM C. O.R. BOOK 792, PAGE 427; SUBJECT TO:, PLOTTED HEREON ITEM S O.R. BOOK 1629, PAGE 900; SUBJECT TO:, PLOTTED HEREON ITEM S O.R. BOOK 5369, PAGE 146, O.R. BOOK 8088, PAGE 1373, O.R. BOOK 6903, PAGE 154; SUBJECT TO: PLOTTED HEREON ITEM O 17. O.R. BOOK 6932, PAGE 893, O.R. BOOK 8088, PAGE 1373, SUBJECT TO:, PLOTTED HEREON ITEM e O.R. BOOK 7555, PAGE 1331; SUBJECT TO:, PLOTTED HEREON ITEM G O.R. BOOK 4950, PAGE 1317, SUBJECT TO:, NO PLOTTABLE EASEMENTS 1327.40' LINE BEARING DISTANCE L1 N 89 °2617" E 3.85' L2 S 00 °33'43" E 10.00' L3 S 23 °42'53" W 60.00' L4 S 61021'55" E 95.40' L5 I N 33 °3317" E I 25.41 ' SOUTHWEST CORNER SECTION 3- T21S -R31E REC NAIL & DISC BASELINE SURVEY (D) (F) LU1 S89-33'16 E 143.77'(D)/ N89- 26'17 "E 143.77'(F) @S89-33'16 -E 463.54'(D)/N89'26'17E 463.54'(F) ©S00'23'41 "W 1274.02'(D)/S00'36'46 E 1274.02'(F) (5 D= 89'56'57" R= 716.20' L =1 124.37' C= 1012.41' CB= S44.34'48 E(D)/S45- 35'14E(F) ALTA IA CS 2e ►S 'I've IV This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys,' jointly established and adopted by ALTA, and NSPS in 2005. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Florida, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Date: 12 -09 -2013 Thomas X. Grusenmeyer, RLS #4714 State of Florida ITEM O.R. BOOK 7886, PAGE 1930; SUBJECT TO:, NO PLOTTABLE EASEMENTS BOUNDARY SURVEY FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc.; Akerman LLP; First American Title Insurance 22. O Company; American Land Investments of Deleon, LLC, American Land Investments of Weaver, LLC; Sand Loch Capital ITEM e O.R. BOOK 8139, PAGE 159; NO PLOTTABLE EASEMENTS WITHIN SUBJECT SITE Investors, LLC ITEM 25. DEED BOOK 189, PAGES 57 AND 60, O.R. BOOK 2847, PAGES 1786 AND 1802; SUBJECT TO:, GR USENE YER - SCOTT C-9y.- ASSOC., INC. - LAND SURVEYORS ITEM 6. O.R. BOOK 1031, PAGE 3; SUBJECT TO:, PLOTTED HEREON LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)- 277 -3232 FAX (407)- 658 -1436 O.R. BOOK 7886 PAGE 1930• SUBJECT TO: NO PLOTTABLE EASEMENTS ASPH= ASPHALT - ITEM 27. O.R­ OFFICIAL RECORDS CERTIFICATE OF AUTHORIZATION LB 4596 B.M.= BENCHMARK D.B.= DEED BOOK =CENTERLINE NOTES: ITEM 29. O.R. BOOK 6584, PAGE 742; SUBJECT TO:, NO PLOTTABLE EASEMENTS CALC= CALCULATED MES= MITERED END SECTION 1. THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL CM= CONCRETE MONUMENT P.O.C. =POINT OF COMMENCEMENT STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER CLF =CHAIN LINK FENCE P.O.B. =POINT OF BEGINNING 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. ITEM O 30. O.R. BOOK 6584, PAGE 746; SUBJECT TO:, NO PLOTTABLE EASEMENTS CONC =CONCRETE RCP= REINFORCED CONC PIPE 2, UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR C /B= CONCRETE BLOCK REP = RETAINING WALL INFORMATIONAL PURPOSES ONLY CMP= CORRUGATED METAL PIPE R/W =RIGHT OF WAY ITEM 31 O.R. BOOK 6584 PAGE 750• SUBJECT T0: NO PLOTTABLE EASEMENTS CO-CLEAN OUT REC =RECOVERED 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE O D= DESCRIPTION SET N &D =N &D #4596 MAY BE OTHER RESTRIC77ONS OR EASEMENTS THAT AFFECT THIS PROPERTY. D1= DRAINAGE INLET SN =SIGN 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ITEM 32. O.R. BOOK 7044, PAGE 1888; SUBJECT TO:, NO PLOTTABLE EASEMENTS EB= ELECTRIC Box SV= SEWER VALVE ELEV.= ELEVATION SET IR =112" IR W /L.& (4596 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE EP =EDGE OF PAVEMENT TB =TELEPHONE BOX RELIED UPON BY ANY OTHER ENTITY. - ITEM 33 O O.R. BOOK 625, PAGE 247; EASEMENT PLOTTED HEREON, DOES NOT LIE WITHIN SUBJECT SITE FH -FIRE HYDRANT TYP= TYPICAL F.F.E. - FINISHED FLOOR ELEVA770N WF =WOOD FENCE 6. DIMENSIONS SHOWN FOR THE LOCA77ON OF IMPROVEMENT'S HEREON SHOULD NOT BE USED TO F =FIELD WP= WITNESS POINT RECONSTRUCT BOUNDARY LINES. ITEM 35. O.R. BOOK 8122, PAGE 1517, O.R. BOOK 8124, PAGE 1752; SUBJECT TO:, NO PLOTTABLE EASEMENTS F0= FIBER OPTICS MARKER WALL =C /B WALL 7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) O GA =GUY ANCHOR WV =WATER VALVE HW =HEAD WALL TRAN = TRANSFORMER 8. THE RIGHT -OF -WAY LINES FOR S.R. 434 IS CONTIGUOUS (WITHOUT GAP, GORE OR HIATUS) WITH THE ITEM 36. O.R. BOOK 8138, PAGE 1399; SUBJECT TO:, NO PLOTTABLE EASEMENTS INV =INVERT T.O.B. =TOP OF BANK BOUNDARY LINES OF THE LANDS SHOWN HEREON, WHERE THEY ARE ADJACENT TO EACH OTHER IR =IRON R00 L = ARC LENGTH SHEET / 0 Lfi' 4 SHEET 1 OF 4 BOUNDARY SURVEY SEE SHEET 2 TOPOGRAPHY SURVEY- OVERALL SEE SHEET 3 TOPOGRAPHY SURVEY - DETAIL S.R. #434 & DELEON STREET SEE SHEET 4 TOPOGRAPHY SURVEY - DETAIL OFFSITE TO WEST f s /( / 001 iP o ti f/i rr. j/ r r �,s WESTERLY LINE ARIE CORNER PLAT O� j / / � l7P - j N J - BASED ON MONUMENTATION PER ;I / �.V / ! l O��r SECTION 77070 -2520 0 r T. BASELINE SURVEY REC 1 "IP(WP) 22' ALLEY 2.8' SOUTH //3.7' EAST ' P.O.B., 150' WEST OF THE r , SOUTHEAST CORNER, LOT 17 / - / (P.B.1, PG. 31) ff ? �o s ARIE -- 1 --_ - D=24016'36" 00.00' tr i ®© PARCEL 1 ,� -R= 616.20' f L= 261.09' © 3 f' ! L`? C= 259.14' © CB =N 78 °25' 25" W I PARCEIL ,2 j P Z IJ CONC E POLE i BARN J� CONIC SOUTHEAST CORNER, -1 FEMA ZONE "X" � WEST 1/2 LOT 17 CON[ NORTH(D) [j'/ (P.B.1, PG. 31) n Wp��E,L,,L NW 1/4, SECTION 3 -21 -37 P.O.B., MERMEL o % (� \� .' DIRT TONG PARCEL / DITCH 5 -19 WETLAND 5 -18B ,`� `'� W5 -17 - - 1 DITCH WS -16 EXISTING WETLAND LINE ­­__4k ♦ ( ) LOCATED THIS SURVEY TYP IL W5 -15 ,% 5 -14 W5 -12 ��r-4r.5.r_�'�'�r-' ,kW5 -11 1W5 -f0 N 00 °29'25" W 100' --- - - - - -- - -----\ , / WEST LINE, SOUTHWEST 114, NORTHWEST 114, BERM 1329.57 ! /,-I 3 -T21 S -R31 E N 00'29'25" IN 2473.58' THE LAND REFERED HEREIN BELOW IS SITUATED IN THE COUNTY OF SEMINOLE, STATE OF FL, AND IS DESCRIBED AS FOLLOWS, MINTER PARCEL THE EAST 1/2 OF LOT 20, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FL. AND THE WEST 1/2 OF LOT 20, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FL. LESS AND EXCEPT THE LAND CONVEYED TO SEMINOLE COUNTY, FLORIDA IN DEED RECORDED APRIL 2, 2013 IN BOOK 8002, PAGE 806, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH VACATED FLORIDA AVENUE BY RESOLUTION RECORDED IN BOOK 8126, PAGE 356, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING NORTH OF THE ABOVE DESCRIBED PARCEL. WEAVER PARCEL THE WEST 1/2 OF THE SW 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, LYING AND SITUATE IN SEMINOLE COUNTY, FLORIDA. TOLEDO PARCEL LOT 19, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE(s) 31, PUBUC RECORDS OF SEMINOLE COUNTY, FL. LESS AND EXCEPT STATE ROAD 434. ED IN PLAT BOOK 1 PAGE (s) 31 PUBLIC RECORDS OF LESS A PORTION OF LOT 79, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD. TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORD {) , SEMINOLE COUNTY, FL. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN N 89 DEGREES 41 MINUTES 15 SECONDS E, ALONG THE EAST -WEST CENTER SECTION LINE OF SAID SECTION 3, 20.00 FEET-, THENCE RUN S 00 DEGREES 21 MINUTES 21 SECONDS E, ALONG THE EASTERLY RIGHT -OF -WAY LINE OF BEACON STREET AND THE NORTHERLY EXTENSION THEREOF; 316.87 7 S 54 SECONDS E 66.11 FEET• THENCE RUN S 00 DEGREES 34 MINUTES FEET TO THE POINT OF BEGINNING; THENCE RUNS 72 DEGREES 55 MINUTES 05 SECONDS E, 59.18 FEET; THENCE RUN N 8 DEGREES 16 MINUTE , 02 SECONDS E, 286.00 FEET TO THE NORTHERLY RIGHT -OF -WAY OF STATE ROAD 434; THENCE RUN S 00 DEGREES 33 MINUTES 43 SECONDS E, ALONG SAID RIGHT -OF -WAY, 35.00 FEET; THENCE RUN S 89 DEGREES 26 MINUTES 17 SECONDS W. ALONG SAID RIGHT -OF -WAY, 123.70 FEET TO THE EASTERLY RIGHT -OF -WAY OF BEACON STREET; THENCE RUN N 00 DEGREES 21 MINUTES 21 SECONDS W. ALONG SAID EASTERLY RIGHT -OF -WAY, 336.45 FEET TO THE POINT OF BEGINNING. TOGETHER WITH VACATED FLORIDA AVENUE BY RESOLUTION RECORDED IN BOOK 8126, PAGE 356, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING NORTH OF THE ABOVE DESCRIBED PARCEL. FIRST CHAIR PARCEL oewrc; I- I 25 FEET SOUTH AND 100 FEET WEST OF NORTHEAST CORNER OF EAST HALF OF WEST HALF OF LOT 18 OF THE VAN ARSDAt.E OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE RUN SOUTH 264 FEET; WEST 95 FEET, NORTHWESTERLY 280 FEET TO POINT 120 FEET WEST OF BEGINNING, EAST 120 FEET TO BEGINNING. LESS RIGHT OF WAY FOR STATE ROAD 434, AS DESCRIBED IN ORDER OF TAKING RECORDED MARCH 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: m9i73t[iIX614 THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1428, PAGE 1537, ?PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AND DESCRIBED AS: BEGIN 25 FEET SOUTH OF THE NORTHEAST CORNER OF THE EAST HALF OF THE WEST HALF OF LOT 18, LESS THE EAST 100 FEET, OF THE VAN ARSDALE OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN SOUTH ON THE EAST UNE 264 FEET; THENCE WEST 95 FEET, THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO THE POINT OF BEGINNING; LYING WITHIN 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AS SHOWN ON STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520; SAID BASE UNE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE W ER OF SAID SECTION 3• THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORN 143.77 FEET FOR THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET SOUTH 89 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. 0019W THE EAST HALF OF THE WEST HALF, LESS THE EAST 100 FEET OF LOTS 17 AND 18, VAN ARSDALE OSBORNE BROKERAGE COMPANY'S ADDITION TO BLACK HAMMOCK, AS RECORDED IN PLAT BOOK t, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS THE NORTH 25 FEET FOR ROAD, AND LESS BEGINNING 25 FEET SOUTH OF THE NORTHEAST CORNER OF ABOVE DESCRIBED PROPERTY RUN SOUTH ON EAST UNE 264 FEET; THENCE WEST 95 FEET; THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO POINT OF BEGINNING. LESS AND EXCEPT THEREFROM RIGHT OF WAY FOR STATE ROAD 434 AS DESCRIBED IN ORDER OF TAKING RECORDED SEPTEMBER 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PART OF: THE EAST HALF OF THE WEST HALF (LESS THE EAST 100 FEET) OF LOT 18, VAN ARSDALE OSBORNE BROKERAGE CO.'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS THE NORTH 25 FEET FOR ROAD AND LESS BEGINNING 25 FEET SOUTH OF THE NORTHEAST CORNER OF ABOVE DESCRIBED PROPERTY RUN SOUTH ON THE EAST LINE 264 FEET; THENCE WEST 95 FEET; THENCE NORTHWESTERLY 280 FEET TO A POINT 120 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 120 FEET TO THE POINT OF BEGINNING (SAID PROPERTY BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 834, PAGE 211, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA): LYING WITHIN 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AS SHOWN ON STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520; SAID BASE UNE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE UNE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE RN F • THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORNER 0 SAID SECTION 3, 143.77 FEET FOR THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET, SOUTH 89 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. (SEE CONTINUATION) BARRINGTON ESTATES (P.B.62, PG.77) W5 -7 •,&, �to QI ?( - Iwo Iz p a ZZ1 _ J CI;Y Tn M /w� isj // wo o° z� J CO w (! SOUTH 114 CORNER .\ SECTION 3 -T21 S -R31 E REC IP o H "Y a N ai Mi - h W 2 I ti M I 0 v 2 2 z W m 3 VI\- QQ M 00 N to 0 N N o D= 03'59'47" �1 P.C. i ©i p ROAD _ _ ARIE `O N R= 771.20' i /2 " "IR o f j\ �`._.._.._ IFARCEL 2 1. N TOLEDO L= 53.79' a_ - ._-_ -_- �/�L-_- _ -_ �. -�- - - �p EAST 100', EAST 1/2, WEST 1/2, ry to - 3 0 C= 53.78' ;- - - 1 a"' _ BtTC�t _ =-_... �. LOTS 17 & 18 (P.B.1, PG. 31) ty+ BLANKET CB =N 88'33'49" W i P.O.B. I ! �" - - - -- r1+ O W � S I PARCEL 1 I 'SOUTH 2 '(D) GARAGE \' `DITCH O .~"I I. W5 -32 ME V i SOUTH 2 '(D) CONC ° 6\\ FIRST CHAIR `n Ar - - - _ _ _ � ! 7 i CON[ ,n O PARCEL 2 140 - - _ _ _ _ NORTH R/W LINE ° \ Q// ❑ corn \. DIRT CQ 00 \.. _. �WS -31 _ - - _ _ " S.R. 434 N „_ ._.._. - R0 EAST 1/2, WEST 1/2, LESS EAST 100' 0) (n _ _ SHED LOTS 17 & 18 (P.B.1, PG. ) _ W w _.._.._.._.. `� _ - -- - - - - - - - " N .._ ._.. - - ONE STORY WEI L 3 3 31 I. Z n ( ig I-I RESIDENCE q 1 °WELL \,�., CON[ W5 -30 WETLAND LINE PER SURVEY BY ALDI ll, INC. \ MES NORTHWESTERLY 280'(0) 0.5' OFF �y I FIRST CHAIR � , 1 DATED 11106106 (AS FURNISHED) 100.00' ; ti Co ONE STORY PARCEL i LP ; I CONC W5 -2 55.0 v 1 COO n RESIDENCE 1.3' OFF - o MES p i a Z REC 112 "IR LESS OUT PARCEL 2 CON[ 1 O n POLE (POL) 410.00' __ - ---- ., ; DIRT GE (� o Lo - ,.._..�- 00 CONIC ROAD -..-. _ BARN GARAGE ♦♦ WL -9 rr U cv . O o , O 0 j h C NC _ DRIVE - q*•.� 00 TOLEDO � o w Co\2 O w _._..._.._.._... _.._.._.. WL -8 -4' _-.._ .._..-..- WELL° CON[ ,� CON y._ W5 -2T • z ¢ d o rte. P ' - .._.._.._.._.. -. _..PP .._.. _._ .. i - - 0 oe - - -o- - ' -a/Fr PP W5 -28 LOT 19 (P.B.1, PG.31) n > R : V - - - - POLE MOBILE WL -7 (� a zo I ® 1 FIRST CHAIR BARN HOME �i�vL -s W ILL r- . DI i PARCEL 3 & HLNOAI �I �WL -5 ^ -� EAST 170' WEST 1/4, ®© ♦♦ M - ° P cn DIRT LOTS 17 & 78 (P.B.1, PG. 37) ♦ ROAD _.. -" AWL-4 (00 w W _.- _- _ _. _ - - �..� .. SWL -3 4 Q GRAPHIC AP C SCALE ONE STORY H I CC --I W cn �. ! i RESIDENCE 12 o 9 z ? J m CON[ ". / I I WETLAND 1 � oI _ /�'_ C WOOD\ - % 2 ♦ zoo 100 0 50 100 200 o ® o It ) o CON[ STRUCTURE 1 I Q BLANKET oc MES P p�H - - - - - - - _ 0/1i_ WELL eWL -2 ai a WETLAND LINE PER SURVEY BY ALDI 11, INC. %�� - PP ! ° ( ?) ♦ w ♦ `, W LO `� o O o� O fit- o ti 00 0 CIq z O 00 (,�1 L 10.00' REC 4"X4"CM TRACT 'D" WEST 114 CORNER �oocccavc eaceY SECTION 3- T21S -R31E / \._._- - - - - - -- -- - _ - - - -- ___ --__ --- ..... qtr -1 ( IN FEET ) DATED 11106106 (AS FURNISHED) 1 2 "IR ET o I RET (OT) ] 0_ DITCH ........... -I ------ - - - - -- _ -- lwe -1 °a 1 inch - 100 ft. N 00 °34'02" W �' S 00 °33'43" E ® ®� UPLAND ���ive -2 `o " C0 <v 286.00 S 00'33'43" E3 I i i MES WEI EXISTING WETLAND LINE o0 Cp , 35.00' ? 70 �� LOCATED THIS SURVEY (TYP) o N N S 00'34'02" E , ; cc Ca L o ,� ^ W ; W CITY OF OVIEDO WETLAND , � " - R ! , WEST 1 /4, LOTS 17 & 18 P.o.e., z h ' NOT INCLUDED) N � 12, It FLORIDA AVE ROW S 00'21'21" E t/) cV '�, N ( / rn 04 L1 .t I O LESS EAST 170' (P.B.1fPG. 31) , ©© WLHAND 1 316.87' c FQ �� m- C0 O / WB -4 N 00'27'21 " W 25.00' N 00021'21 W 'N EASTERLY R/W 1n ! i, 1 0 2 O % ® ®� 316.87' 21___� LINE (D) \ N 00'21 '21 " W REC 1/2" ! I I O ti UPLAND WETLAND , j REC �2" IR W5 -3 _2 W5 � 20.00' \\ 336.45' IR L - 1 i i O + _ _ _ _ _ _ _ _ _ _ _ _ _ r... ���� ��� - - -- - -- --- - - - - -- REC IR -- - - - - -- --------- - - - - -- - - - - -- - -_ - _ -- j1 i 20' EAST 1/2 VACATED STREET WB -5 20' �. (NO ID) VS -4 S 00.21 '21 " E 693.41 ' BEACON STREET P.B.1, PG.31 _ - DITCH � W ! - ' o MES DITCH - -� FH "I : - WEST LINE, SOUTHWEST 114, N 00021'21 " W EAST LINE TRACT I P.O.B., -- N I I SECTION 3 -T21 S -R31 E HAMMOCK RESERVE L 10.00' LESS OUT °DI -- c -NOT PLATTED P.O.C., 11 I 633.99 (P.B,76, PGS. 62 -66) (RETENTION POND /UPLAND BUFFER) TRACT D" TOLEDO _ \ BASELINE SURVEY PP P.O.B., PARCEL 2 ® ®� HAMMOCK RESERVE (PRESERVE AREA) 77070 -2520 NOT PLATTED (P 8 76 PGS 62 -66) BARRINGTON ESTATES „�� "P.0 C V'Jy BARRINGTON ESTATES FIRST CHAIR PARCEL CONTINUED (P.B.62, PG.77) MERMEL, PARCEL 2 (P.B.62, PG.77) ( ) & TOLEDO LESS -OUT & PARCEL III: P.O.B., PARCEL 1 THE EAST 170 FEET OF THE WEST QUARTER OF LOTS 17 AND 18, VAN ARSDALE OSBORNE BROKERAGE CO'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT RIGHT OF WAY FOR STATE ROAD 434 AS DESCRIBED IN ORDER OF TAKING RECORDED MARCH 17, 1995, IN OFFICIAL RECORDS BOOK 2893, PAGE 1340, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL NO. 102 THAT PART OF: THE EAST 170 FEET OF THE WEST QUARTER OF LOT 18, VAN ARSDALE OSBORNE BROKERAGE CO.'S ADDITION TO BLACK HAMMOCK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA (SAID PROPERTY BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1950, PAGE 759, PUBLIC RECORDS OF SEMINOLE COUNTY, A FLORIDA, T OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77070 -2520• SAID I 100.00 FEET OF THE BASE LINE OF SURVEY OF STATE ROAD N0. 434 AS SHOWN ON STATE OF FLO DA DEPARTMENT , FLORIDA. LY NG WITHIN , BASE LINE BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE POINT OF INTERSECTION OF THE BASE LINE OF SURVEY OF STATE ROAD NO. 434 AND THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, SAID POINT BEING 1981.49 FEET NORTH 00 DEGREES 39 MINUTES 06 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3; THENCE SOUTH 89 DEGREES 33 MINUTES 16 SECONDS EAST 1 S EAST 463.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY R POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE CONTINUE SOUTH 89 DEGREES 33 MINUTES 6 SECOND 143.77 FEET FOR THE HAVING A RADIUS OF 716.20 FEET, A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 57 SECONDS AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 48 SECONDS EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 1124.37 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 1274.02 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING 1331.79 FEET SOUTH 88 DEGREES 12 MINUTES 21 SECONDS EAST OF THE SOUTHWEST CORNER OF SAID SECTION 3, FOR THE END OF THIS DESCRIBED LINE. ARIE PARCEL PARCEL t: BEGINNING AT A POINT 150 FEET WEST OF THE SOUTHEAST CORNER OF LOT 17, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, OF THE PUBUC RECORDS OF SEMINOLE COUNTY, FL., RUN WEST TO SOUTHEAST CORNER OF THE WEST HALF OF SAID LOT 17, NORTH TO THE NORTHEAST CORNER OF THE WEST HALF OF LOT 18, OF SAID ADD. TO BLACK HAMMOCK, EAST 150 FEET, SOUTHEAST TO POINT OF BEGINNING PARCEL 11: THE EAST 100 FEET OF THE EAST HALF OF THE WEST HALF OF LOTS 17 AND 18, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION FOR ROAD RIGHT OF WAY AS SET FORTH IN THAT CERTAIN WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 2892, PAGE 894, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CITY OF OVIEDO PARCEL THE WEST 1/4 OF LOTS 17 AND 18, LESS THE EAST 170.00 FEET, AND THE EAST 1/2 OF VACATED STREET ADJACENT ON WEST, OF MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE CO's ADD.TO BLACK HAMMOCK, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK t, PAGE 31, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION DECRIBED IN WARRANTY DEED IN FAVOR OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DATED NOVEMBER 18, 1994 RECORDED IN OFFICIAL RECORDS BOOK 2851, PAGE 3, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. MERMEL PARCEL A PORTION OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST LYING WEST OF DELEON STREET (40.00 FEET RIGHT -OF -WAY), BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA. THENCE RUN N 89 DEGREES 41 MINUTES 15 SECONDS E, ALONG THE EAST -WEST CENTER SECTION LINE OF SAID SECTION 3, 660.33 FEET TO POINT OF BEGINNING BEING ON THE WEST LINE OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 3; THENCE RUN N 00 DEGREES 29 MINUTES 27 SECONDS W, ALONG SAID WEST LINE, 309.35 FEET-, THENCE RUN N 89 DEGREES 40 MINUTES 28 SECONDS E, 635.30 FEET TO A POINT 5.00' WEST OF THE WEST RIGHT -OF -WAY LINE OF DELEON STREET (40.00 FEET RIGHT -OF -WAY); THENCE RUN S 00 DEGREES 29 MINUTES 49 SECONDS E, PARALLEL TO AND 5.00 FEET WESTERLY OF SAID RIGHT -OF -WAY LINE, 309.49 FEET; THENCE RUN S 89 DEGREES 41 MINUTES 15 SECONDS W, 635.33 FEET TO THE POINT OF BEGINNING. BEING OVERALL DESCRIBED AS: (SEE PARCELS 1 & 2 ABOVE) 1981.49' N00'39'06"E(D) N 00'21'21" W TRACT H BARRINGTON ESTATES 1981.39' N00'21'21 "W(F) HAMMOCK RESERVE 2654.80' (CONSERVATION EASEMENT) (P.B.62, PG.77) FROM SW CORNER SECTION J. (P.6.76, PGS. 62 -66) HAMMOCK RESERVE (P.B.76, PGS. 62 -66) NOTES CORRESPONDING TO SCHEDULE B2: THE SURVEYOR HAS LIMITED HIS REVIEW TO SEARCH FOR EASEMENT DESCRIPTIONS THAT LIE WITHIN THE SUBJECT SITE AS PER THE DOCUMENTS THAT HAVE BEEN FURNISHED TO THE SURVEYOR PERTAINING TO SCHEDULE B2 OF THE TITLE COMMITMENT AGENT FILE TAYLOR MORRISON /SOUTHERN OAKS (FAST FILE # 2037 - 3076234, BEARING AN EFFECTIVE DATE OF NOVEMBER 21, 2013 ® 8:00 A.M.)(REVISED & UPDATED DECEMBER 23, 2013), PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY. THE REVIEW STATED ABOVE DOES NOT INCLUDE OTHER /ADDITIONAL O.R. BOOK AND PAGES REFERENCED WITHIN THE DOCUMENTS LISTED IN THE ITEMS PER SCHEDULE B2. ITEM 9. O.R. BOOK 8117, PAGE 370; SUBJECT TO:, NO PLOTTABLE EASEMENTS ITEM 1 1. PLAT BOOK 1, PAGE 31; SUBJECT TO:, NO PLOTTABLE EASEMENTS ITEM 12. O.R. BOOK 2398, PAGE 1598; SUBJECT TO:, PLOTTED HERON O ITEM C. O.R. BOOK 792, PAGE 427; SUBJECT TO:, PLOTTED HEREON ITEM S O.R. BOOK 1629, PAGE 900; SUBJECT TO:, PLOTTED HEREON ITEM S O.R. BOOK 5369, PAGE 146, O.R. BOOK 8088, PAGE 1373, O.R. BOOK 6903, PAGE 154; SUBJECT TO: PLOTTED HEREON ITEM O 17. O.R. BOOK 6932, PAGE 893, O.R. BOOK 8088, PAGE 1373, SUBJECT TO:, PLOTTED HEREON ITEM e O.R. BOOK 7555, PAGE 1331; SUBJECT TO:, PLOTTED HEREON ITEM G O.R. BOOK 4950, PAGE 1317, SUBJECT TO:, NO PLOTTABLE EASEMENTS 1327.40' LINE BEARING DISTANCE L1 N 89 °2617" E 3.85' L2 S 00 °33'43" E 10.00' L3 S 23 °42'53" W 60.00' L4 S 61021'55" E 95.40' L5 I N 33 °3317" E I 25.41 ' SOUTHWEST CORNER SECTION 3- T21S -R31E REC NAIL & DISC BASELINE SURVEY (D) (F) LU1 S89-33'16 E 143.77'(D)/ N89- 26'17 "E 143.77'(F) @S89-33'16 -E 463.54'(D)/N89'26'17E 463.54'(F) ©S00'23'41 "W 1274.02'(D)/S00'36'46 E 1274.02'(F) (5 D= 89'56'57" R= 716.20' L =1 124.37' C= 1012.41' CB= S44.34'48 E(D)/S45- 35'14E(F) ALTA IA CS 2e ►S 'I've IV This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys,' jointly established and adopted by ALTA, and NSPS in 2005. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Florida, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Date: 12 -09 -2013 Thomas X. Grusenmeyer, RLS #4714 State of Florida ITEM O.R. BOOK 7886, PAGE 1930; SUBJECT TO:, NO PLOTTABLE EASEMENTS BOUNDARY SURVEY FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc.; Akerman LLP; First American Title Insurance 22. O Company; American Land Investments of Deleon, LLC, American Land Investments of Weaver, LLC; Sand Loch Capital ITEM e O.R. BOOK 8139, PAGE 159; NO PLOTTABLE EASEMENTS WITHIN SUBJECT SITE Investors, LLC ITEM 25. DEED BOOK 189, PAGES 57 AND 60, O.R. BOOK 2847, PAGES 1786 AND 1802; SUBJECT TO:, GR USENE YER - SCOTT C-9y.- ASSOC., INC. - LAND SURVEYORS ITEM 6. O.R. BOOK 1031, PAGE 3; SUBJECT TO:, PLOTTED HEREON LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)- 277 -3232 FAX (407)- 658 -1436 O.R. BOOK 7886 PAGE 1930• SUBJECT TO: NO PLOTTABLE EASEMENTS ASPH= ASPHALT - ITEM 27. O.R­ OFFICIAL RECORDS CERTIFICATE OF AUTHORIZATION LB 4596 B.M.= BENCHMARK D.B.= DEED BOOK =CENTERLINE NOTES: ITEM 29. O.R. BOOK 6584, PAGE 742; SUBJECT TO:, NO PLOTTABLE EASEMENTS CALC= CALCULATED MES= MITERED END SECTION 1. THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL CM= CONCRETE MONUMENT P.O.C. =POINT OF COMMENCEMENT STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER CLF =CHAIN LINK FENCE P.O.B. =POINT OF BEGINNING 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. ITEM O 30. O.R. BOOK 6584, PAGE 746; SUBJECT TO:, NO PLOTTABLE EASEMENTS CONC =CONCRETE RCP= REINFORCED CONC PIPE 2, UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR C /B= CONCRETE BLOCK REP = RETAINING WALL INFORMATIONAL PURPOSES ONLY CMP= CORRUGATED METAL PIPE R/W =RIGHT OF WAY ITEM 31 O.R. BOOK 6584 PAGE 750• SUBJECT T0: NO PLOTTABLE EASEMENTS CO-CLEAN OUT REC =RECOVERED 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE O D= DESCRIPTION SET N &D =N &D #4596 MAY BE OTHER RESTRIC77ONS OR EASEMENTS THAT AFFECT THIS PROPERTY. D1= DRAINAGE INLET SN =SIGN 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ITEM 32. O.R. BOOK 7044, PAGE 1888; SUBJECT TO:, NO PLOTTABLE EASEMENTS EB= ELECTRIC Box SV= SEWER VALVE ELEV.= ELEVATION SET IR =112" IR W /L.& (4596 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE EP =EDGE OF PAVEMENT TB =TELEPHONE BOX RELIED UPON BY ANY OTHER ENTITY. - ITEM 33 O O.R. BOOK 625, PAGE 247; EASEMENT PLOTTED HEREON, DOES NOT LIE WITHIN SUBJECT SITE FH -FIRE HYDRANT TYP= TYPICAL F.F.E. - FINISHED FLOOR ELEVA770N WF =WOOD FENCE 6. DIMENSIONS SHOWN FOR THE LOCA77ON OF IMPROVEMENT'S HEREON SHOULD NOT BE USED TO F =FIELD WP= WITNESS POINT RECONSTRUCT BOUNDARY LINES. ITEM 35. O.R. BOOK 8122, PAGE 1517, O.R. BOOK 8124, PAGE 1752; SUBJECT TO:, NO PLOTTABLE EASEMENTS F0= FIBER OPTICS MARKER WALL =C /B WALL 7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) O GA =GUY ANCHOR WV =WATER VALVE HW =HEAD WALL TRAN = TRANSFORMER 8. THE RIGHT -OF -WAY LINES FOR S.R. 434 IS CONTIGUOUS (WITHOUT GAP, GORE OR HIATUS) WITH THE ITEM 36. O.R. BOOK 8138, PAGE 1399; SUBJECT TO:, NO PLOTTABLE EASEMENTS INV =INVERT T.O.B. =TOP OF BANK BOUNDARY LINES OF THE LANDS SHOWN HEREON, WHERE THEY ARE ADJACENT TO EACH OTHER IR =IRON R00 L = ARC LENGTH SHEET / 0 Lfi' 4 SHEET 1 OF 4 BOUNDARY SURVEY SEE SHEET 2 TOPOGRAPHY SURVEY- OVERALL SEE SHEET 3 TOPOGRAPHY SURVEY - DETAIL S.R. #434 & DELEON STREET SEE SHEET 4 TOPOGRAPHY SURVEY - DETAIL OFFSITE TO WEST 1327.40' LINE BEARING DISTANCE L1 N 89 °2617" E 3.85' L2 S 00 °33'43" E 10.00' L3 S 23 °42'53" W 60.00' L4 S 61021'55" E 95.40' L5 I N 33 °3317" E I 25.41 ' SOUTHWEST CORNER SECTION 3- T21S -R31E REC NAIL & DISC BASELINE SURVEY (D) (F) LU1 S89-33'16 E 143.77'(D)/ N89- 26'17 "E 143.77'(F) @S89-33'16 -E 463.54'(D)/N89'26'17E 463.54'(F) ©S00'23'41 "W 1274.02'(D)/S00'36'46 E 1274.02'(F) (5 D= 89'56'57" R= 716.20' L =1 124.37' C= 1012.41' CB= S44.34'48 E(D)/S45- 35'14E(F) ALTA IA CS 2e ►S 'I've IV This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys,' jointly established and adopted by ALTA, and NSPS in 2005. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Florida, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Date: 12 -09 -2013 Thomas X. Grusenmeyer, RLS #4714 State of Florida ITEM O.R. BOOK 7886, PAGE 1930; SUBJECT TO:, NO PLOTTABLE EASEMENTS BOUNDARY SURVEY FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc.; Akerman LLP; First American Title Insurance 22. O Company; American Land Investments of Deleon, LLC, American Land Investments of Weaver, LLC; Sand Loch Capital ITEM e O.R. BOOK 8139, PAGE 159; NO PLOTTABLE EASEMENTS WITHIN SUBJECT SITE Investors, LLC ITEM 25. DEED BOOK 189, PAGES 57 AND 60, O.R. BOOK 2847, PAGES 1786 AND 1802; SUBJECT TO:, GR USENE YER - SCOTT C-9y.- ASSOC., INC. - LAND SURVEYORS ITEM 6. O.R. BOOK 1031, PAGE 3; SUBJECT TO:, PLOTTED HEREON LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)- 277 -3232 FAX (407)- 658 -1436 O.R. BOOK 7886 PAGE 1930• SUBJECT TO: NO PLOTTABLE EASEMENTS ASPH= ASPHALT - ITEM 27. O.R­ OFFICIAL RECORDS CERTIFICATE OF AUTHORIZATION LB 4596 B.M.= BENCHMARK D.B.= DEED BOOK =CENTERLINE NOTES: ITEM 29. O.R. BOOK 6584, PAGE 742; SUBJECT TO:, NO PLOTTABLE EASEMENTS CALC= CALCULATED MES= MITERED END SECTION 1. THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL CM= CONCRETE MONUMENT P.O.C. =POINT OF COMMENCEMENT STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER CLF =CHAIN LINK FENCE P.O.B. =POINT OF BEGINNING 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. ITEM O 30. O.R. BOOK 6584, PAGE 746; SUBJECT TO:, NO PLOTTABLE EASEMENTS CONC =CONCRETE RCP= REINFORCED CONC PIPE 2, UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR C /B= CONCRETE BLOCK REP = RETAINING WALL INFORMATIONAL PURPOSES ONLY CMP= CORRUGATED METAL PIPE R/W =RIGHT OF WAY ITEM 31 O.R. BOOK 6584 PAGE 750• SUBJECT T0: NO PLOTTABLE EASEMENTS CO-CLEAN OUT REC =RECOVERED 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE O D= DESCRIPTION SET N &D =N &D #4596 MAY BE OTHER RESTRIC77ONS OR EASEMENTS THAT AFFECT THIS PROPERTY. D1= DRAINAGE INLET SN =SIGN 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ITEM 32. O.R. BOOK 7044, PAGE 1888; SUBJECT TO:, NO PLOTTABLE EASEMENTS EB= ELECTRIC Box SV= SEWER VALVE ELEV.= ELEVATION SET IR =112" IR W /L.& (4596 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE EP =EDGE OF PAVEMENT TB =TELEPHONE BOX RELIED UPON BY ANY OTHER ENTITY. - ITEM 33 O O.R. BOOK 625, PAGE 247; EASEMENT PLOTTED HEREON, DOES NOT LIE WITHIN SUBJECT SITE FH -FIRE HYDRANT TYP= TYPICAL F.F.E. - FINISHED FLOOR ELEVA770N WF =WOOD FENCE 6. DIMENSIONS SHOWN FOR THE LOCA77ON OF IMPROVEMENT'S HEREON SHOULD NOT BE USED TO F =FIELD WP= WITNESS POINT RECONSTRUCT BOUNDARY LINES. ITEM 35. O.R. BOOK 8122, PAGE 1517, O.R. BOOK 8124, PAGE 1752; SUBJECT TO:, NO PLOTTABLE EASEMENTS F0= FIBER OPTICS MARKER WALL =C /B WALL 7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) O GA =GUY ANCHOR WV =WATER VALVE HW =HEAD WALL TRAN = TRANSFORMER 8. THE RIGHT -OF -WAY LINES FOR S.R. 434 IS CONTIGUOUS (WITHOUT GAP, GORE OR HIATUS) WITH THE ITEM 36. O.R. BOOK 8138, PAGE 1399; SUBJECT TO:, NO PLOTTABLE EASEMENTS INV =INVERT T.O.B. =TOP OF BANK BOUNDARY LINES OF THE LANDS SHOWN HEREON, WHERE THEY ARE ADJACENT TO EACH OTHER IR =IRON R00 L = ARC LENGTH SHEET / 0 Lfi' 4 SHEET 1 OF 4 BOUNDARY SURVEY SEE SHEET 2 TOPOGRAPHY SURVEY- OVERALL SEE SHEET 3 TOPOGRAPHY SURVEY - DETAIL S.R. #434 & DELEON STREET SEE SHEET 4 TOPOGRAPHY SURVEY - DETAIL OFFSITE TO WEST SOUTHWEST CORNER SECTION 3- T21S -R31E REC NAIL & DISC BASELINE SURVEY (D) (F) LU1 S89-33'16 E 143.77'(D)/ N89- 26'17 "E 143.77'(F) @S89-33'16 -E 463.54'(D)/N89'26'17E 463.54'(F) ©S00'23'41 "W 1274.02'(D)/S00'36'46 E 1274.02'(F) (5 D= 89'56'57" R= 716.20' L =1 124.37' C= 1012.41' CB= S44.34'48 E(D)/S45- 35'14E(F) ALTA IA CS 2e ►S 'I've IV This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys,' jointly established and adopted by ALTA, and NSPS in 2005. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Florida, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Date: 12 -09 -2013 Thomas X. Grusenmeyer, RLS #4714 State of Florida ITEM O.R. BOOK 7886, PAGE 1930; SUBJECT TO:, NO PLOTTABLE EASEMENTS BOUNDARY SURVEY FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc.; Akerman LLP; First American Title Insurance 22. O Company; American Land Investments of Deleon, LLC, American Land Investments of Weaver, LLC; Sand Loch Capital ITEM e O.R. BOOK 8139, PAGE 159; NO PLOTTABLE EASEMENTS WITHIN SUBJECT SITE Investors, LLC ITEM 25. DEED BOOK 189, PAGES 57 AND 60, O.R. BOOK 2847, PAGES 1786 AND 1802; SUBJECT TO:, GR USENE YER - SCOTT C-9y.- ASSOC., INC. - LAND SURVEYORS ITEM 6. O.R. BOOK 1031, PAGE 3; SUBJECT TO:, PLOTTED HEREON LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)- 277 -3232 FAX (407)- 658 -1436 O.R. BOOK 7886 PAGE 1930• SUBJECT TO: NO PLOTTABLE EASEMENTS ASPH= ASPHALT - ITEM 27. O.R­ OFFICIAL RECORDS CERTIFICATE OF AUTHORIZATION LB 4596 B.M.= BENCHMARK D.B.= DEED BOOK =CENTERLINE NOTES: ITEM 29. O.R. BOOK 6584, PAGE 742; SUBJECT TO:, NO PLOTTABLE EASEMENTS CALC= CALCULATED MES= MITERED END SECTION 1. THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL CM= CONCRETE MONUMENT P.O.C. =POINT OF COMMENCEMENT STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER CLF =CHAIN LINK FENCE P.O.B. =POINT OF BEGINNING 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. ITEM O 30. O.R. BOOK 6584, PAGE 746; SUBJECT TO:, NO PLOTTABLE EASEMENTS CONC =CONCRETE RCP= REINFORCED CONC PIPE 2, UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR C /B= CONCRETE BLOCK REP = RETAINING WALL INFORMATIONAL PURPOSES ONLY CMP= CORRUGATED METAL PIPE R/W =RIGHT OF WAY ITEM 31 O.R. BOOK 6584 PAGE 750• SUBJECT T0: NO PLOTTABLE EASEMENTS CO-CLEAN OUT REC =RECOVERED 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE O D= DESCRIPTION SET N &D =N &D #4596 MAY BE OTHER RESTRIC77ONS OR EASEMENTS THAT AFFECT THIS PROPERTY. D1= DRAINAGE INLET SN =SIGN 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ITEM 32. O.R. BOOK 7044, PAGE 1888; SUBJECT TO:, NO PLOTTABLE EASEMENTS EB= ELECTRIC Box SV= SEWER VALVE ELEV.= ELEVATION SET IR =112" IR W /L.& (4596 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE EP =EDGE OF PAVEMENT TB =TELEPHONE BOX RELIED UPON BY ANY OTHER ENTITY. - ITEM 33 O O.R. BOOK 625, PAGE 247; EASEMENT PLOTTED HEREON, DOES NOT LIE WITHIN SUBJECT SITE FH -FIRE HYDRANT TYP= TYPICAL F.F.E. - FINISHED FLOOR ELEVA770N WF =WOOD FENCE 6. DIMENSIONS SHOWN FOR THE LOCA77ON OF IMPROVEMENT'S HEREON SHOULD NOT BE USED TO F =FIELD WP= WITNESS POINT RECONSTRUCT BOUNDARY LINES. ITEM 35. O.R. BOOK 8122, PAGE 1517, O.R. BOOK 8124, PAGE 1752; SUBJECT TO:, NO PLOTTABLE EASEMENTS F0= FIBER OPTICS MARKER WALL =C /B WALL 7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) O GA =GUY ANCHOR WV =WATER VALVE HW =HEAD WALL TRAN = TRANSFORMER 8. THE RIGHT -OF -WAY LINES FOR S.R. 434 IS CONTIGUOUS (WITHOUT GAP, GORE OR HIATUS) WITH THE ITEM 36. O.R. BOOK 8138, PAGE 1399; SUBJECT TO:, NO PLOTTABLE EASEMENTS INV =INVERT T.O.B. =TOP OF BANK BOUNDARY LINES OF THE LANDS SHOWN HEREON, WHERE THEY ARE ADJACENT TO EACH OTHER IR =IRON R00 L = ARC LENGTH SHEET / 0 Lfi' 4 SHEET 1 OF 4 BOUNDARY SURVEY SEE SHEET 2 TOPOGRAPHY SURVEY- OVERALL SEE SHEET 3 TOPOGRAPHY SURVEY - DETAIL S.R. #434 & DELEON STREET SEE SHEET 4 TOPOGRAPHY SURVEY - DETAIL OFFSITE TO WEST SHEET / 0 Lfi' 4 SHEET 1 OF 4 BOUNDARY SURVEY SEE SHEET 2 TOPOGRAPHY SURVEY- OVERALL SEE SHEET 3 TOPOGRAPHY SURVEY - DETAIL S.R. #434 & DELEON STREET SEE SHEET 4 TOPOGRAPHY SURVEY - DETAIL OFFSITE TO WEST 15- CPP (SOUTH) INVERT= 15.05' 15- CPP (NORTH) I INVERT= 17.28' iy ........... " Rall \ x 36- CMP (WEST) INVERT= 12.11' 15- RCP (SOUTH) 15 RCP (NORTH) INVERT= 12.8± I NVERT= 13. 9'± — — — — -- — — — — — — — — — — — 24- RCP (NORTH) EXISTING POND INVERT=9.78' 24- RCP (SOUTH) 36- CMP (EAST) INVERT=9.61' INVERT= 12.04' 28- CMP (WEST) INVERT= 12.72' IZ7' f1l, 24 "x54 CMP (NORTH) re ! P-0 28- CMP (EAST) 24-x54-CMP (SOUTH) INVERT= 12.50' INVERT= 12.80 EDGE OF WATER • 7 ::z 0 ( IN FEET ) 1 inch = 100 ft. C* 01 C3 `0 0 7��W -- 7 ;3 ---------- — — — — — — — — — — — — — — — — — — — — — -- --- ------------------- 25' • 25.0 0 14 Q\ 11.. B WETLAND LINE PER SURVEY BY ALDI //, INC. DATED 11106106 (AS FURNISHED) WETLAND LA/9 ED 1 0 T- - -- — — — — — C:�, — - - - -- �� t%---------------------------- -------- 20' VACATED RE L 20' � *r SHEET 2 OF 4 SHEET 1 OF 4 BOUNDARY SURVEY SEE SHEET 2 TOPOGRAPHY SURVEY—OVERALL SEE SHEET 3 TOPOGRAPHY SURVEY—DETAIL S.R.#434 & DELEON STREET SEE SHEET 4 TOPOGRAPHY SURVEY—DETAIL OFFSITE TO WEST DRAINAGE INLET 116TOP=22.92' 3,6- RCP (NW) INVERT= 19.33' DI (SE) DI (NW) TOP=24 . 12' TOP=22.76' 5- CUT OUT ELEV.=22.00' 36- RCP (SE) INVERT=20.40' w I _2 30" RCP (SOUTH) INVERT =6.76' DI TOP 20' DRAINAGE 12.50' EASEMENT \ - - — — I 15.00' DRAINAGE EASEMENT TRACT D (PRESERVE AREA) 10' SEMINOLE TRAIL EASEME DI TOP J 11.85 DI TOP ❑ 15' DRAIANGE 12.45' r— EASEMENT L— — — — — — — — — — — — — — L----- - - - - -- WEAVER WEST 112, SW 114, NW1 14, SECTION 3 —T21 S —R31 E WATER PIPE? tib 2.5x2.5' (CAPPED) CONC xti3 I 30° RCP (NORTH) TRACT D (PRESERVE AREA) INVERT =6.69 30" RCP (WEST) �Z INVERT =6.72 �I 6" CPP (SOUTH) L----- - - - - -- WEAVER WEST 112, SW 114, NW1 14, SECTION 3 —T21 S —R31 E WATER PIPE? tib 2.5x2.5' (CAPPED) CONC INVERT= .45 ti 132 pl I I I I xti3 I TRACT D (PRESERVE AREA) WATER xel �Z 10' SEMINOLE TRAIL EASEMENT METER tic�L EASEMENT I ! DI TOP ( DI TOP 14.04' ( ( DI TOP ❑ i I I I I 14.35' p 13.86' ❑ 15' DRAIANGE 15' DRAIANGE 15' DRAI N E I �9 x yl Rg EASEMENT I I ( ( EASEMENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WI I `'2 — — — — — — — — — — — — — — — — — '� x 3 I ti x� i I i �2 x l 15.00' UTILITY I I I i EASEMENT I ti3`''x i i l X1 x° ��3 x I Ix�a� tiati INVERT= .45 ti 132 pl I I I I WALK o3 �p`.3 tio• p`,3 CONC 0 WALK 04 3 41- IYESCOTT LOOP 2 ti .tio• WALK CONC MH b 0 RIM=10.45 b° MH o'' 3 020 � do 23 MH RIM 10.83 tio ti MH DI 10' UTILITY WMQ � EASEMENT TRAN [T 4N — — — — — — — — — — — — — — — — — — — — — u TOP 8.98 Prepared by: GRUSENMEYER -SCOTT & ASSOCIATES, INC. - LAND SURVEYORS 5400 EAST COLONIAL DRIVE ORLANDO, FLORIDA 32807 Phone (407) 277 -3232 Fax (407) 658 -1436 S'I- EET 4 OF 4 LIFT STATION COMPOUND AREA TRACT K / (LIFT STATION) xti3 I 15.00' UTILITY xel �Z I I I EASEMENT I I I U v I X I , I I I I k12� I Iti�� WI I `'2 '� x 3 I ti x� 1 I x l a ti3`''x 1 ( l 1 I I I I I I I X POOL PUMP AREA 13^ xti2k I LOT 37 LOT 38 LOT 39 LOT 40 w Loom 0 LOT 41 LOT 42 w ( zz x e tit° I w �W hUz w� Lu ® rz �U w`r i Q o X� c~i0 W W k titi'� I I I 15.00' DRAINAGE EASEMENT I 15.00' UTILITY i EASEMENT 15.00' UTILITY xti� I x1,2 EASEMENT EASEMENT x& I I I I - - - - -- - - - - -- L - — — — — — — — — — — — — — — — — — — — — _.... --��,! DRIVE /�— EASEMENT ( — — — — — — — — — — — — — — — — — — I i ( DRIVE — — — — — — — — — — — — — — — — — — ---------- 1 ue�^ DRIVE I tit ti WM I--- ,�— � ®''UB 10' UTILITY CLEAN OUT UB I EASEMENT DRIVE TOP = 11.73' ° �- WM 0 O WALK o3 �p`.3 tio• p`,3 CONC 0 WALK 04 3 41- IYESCOTT LOOP 2 ti .tio• WALK CONC MH b 0 RIM=10.45 b° MH o'' 3 020 � do 23 MH RIM 10.83 tio ti MH DI 10' UTILITY WMQ � EASEMENT TRAN [T 4N — — — — — — — — — — — — — — — — — — — — — u TOP 8.98 Prepared by: GRUSENMEYER -SCOTT & ASSOCIATES, INC. - LAND SURVEYORS 5400 EAST COLONIAL DRIVE ORLANDO, FLORIDA 32807 Phone (407) 277 -3232 Fax (407) 658 -1436 S'I- EET 4 OF 4 LIFT STATION COMPOUND AREA TRACT K / (LIFT STATION) WALK k2' CONC WALK CONC WALK 0Wv A WV DRIVE 2� CONC tit MH h k Zp h� RIM =11.74 MH ��y 11 �,Loti — M---e � 1� 1 x�-- x�1 1'� X111, x RIM =10.66 IVESCOTT LOOP 10' UTILITY -� EASEMENT — — — LOT 31 LOT 30 lllz# �W WALK UB c Iv ti safe• ti -R DR OR 3.Z titi' tit• 431 �2* ( IN FEET ) 1 inch = 20 ft. X I �Z U v WALK k2' CONC WALK CONC WALK 0Wv A WV DRIVE 2� CONC tit MH h k Zp h� RIM =11.74 MH ��y 11 �,Loti — M---e � 1� 1 x�-- x�1 1'� X111, x RIM =10.66 IVESCOTT LOOP 10' UTILITY -� EASEMENT — — — LOT 31 LOT 30 lllz# �W WALK UB c Iv ti safe• ti -R DR OR 3.Z titi' tit• 431 �2* ( IN FEET ) 1 inch = 20 ft. X t S r. . AC c . c , ' fi : lfib . " . : � :: " ' i I I I 1 I 1 : i , I ) ;� ` `%J ' rx _n, n_ .. , , . : ` a;C+ na , . -:..,:. . N i� F • , r ve _ � ` `CC; v.�r � .n h . I _s � -A- ."-, . . ' ' _ ✓- -�� C - r . � , - ,_1._ ., ) a / - , . . � e C- <- -t� w .4 _ .. , I : . s: a` q ^ , a8m.•:„�i' ,I - ,' -:q,:' ry . :N s . , ac _ '. . s "' , °0 �s � , iG_y - r ? :y ' = m' r ) ,, , 4 h ° � fi 4 [[ . 3 lr {,, 2 }e $ ° p ' 6iL i � : .,g , = , . a: ` ,s . , , , 9 :n c o xs ¢ > .°:a 7. , . r . - . a e tl , > n•ni rm ' .f .y,:_ . aa, ° .. °6 aa, .".a, a _ y. 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U, This surve was prepared by 16 an;M 12 Donald Lee Holt, at z Florida Professional Surveyor and Mapper No 3989, > 2480 Merman Drive Melbourne, Florida 32940 77 I { 407 808 3733 donhtravel@yahoo.com , � a 1 a I DEVELOPMENT i2 SEMIPBI COUNTY, FLORIDA FOR SPECIFIC PURPOSE SURVEY as ii�– CITIES OF WINTER SPRINGS AND OVIEDO Pr3 ADaIVCG By. 134 - . g.. " `a . . j" I H z3 o c 3 °"CjG; \�N 'OGcy 20 arr 2 , < M 1106 Cy u - , .',Y' B z `oil ,c _�. . VVG v P n; e -29 Ur /G Sf` / - 2 fl _ °2 C [i _ S 4zfs , .adla,•, ,c , . ✓,A -, , V d , � ` ✓ i u <4N °A:I t 11/ 79 P:Szitr —_Cr_ag c „ 22 ,z Pcy S 416 cr L, SEC-1 t7 eg > R3 , >!t L, G.r.... DLGI 131 i1 2012 22, valor "z MONSOON 11 iffigal _,C O -,rsEE g TYP[ S�Z[ 2s3 P.ICC �8 221 Pol, 12 22 8C, �5 2e6 B" 5 A1 0 --------------- 217 Pi­ 1G -------- -- ------- C�, - ------------------- is?" PP11 230 P,,- ii 2z1 8, z V, 234 12 231, Bar 7 72 236 �37 PCIII 2j 11 PC;" 171 2s 2 � ; s I �20 24 2C2 ri, 243 244 PCin, 25 CC, ic 16 �4 s 2-8 I Psi P", 14 41 2s2 GRAPHIC SCALE 25a C Z" 1c, 255 1 m 120 2C', Ps 251 PC�, 25-R 259 C` 2 260 i"s 262 P"', �2 163 6C, -'s I 'a _kD 261, Ch ,C "I 265 P I'M, 'ro �A P" PC . I P, 12 2 6 1657 269 CHIC -6 t 70 , IN 271 RCC� 2 7� v 2 E� 2-14 7c C, UC 775 CC!, 's, 27F iPsl 1 , C�, 27P P, ;`7q s" 282 ch 5 ell 283 G­ .,P 1 284 " C 285 P,,s, ey" % 286 P,97 1., 15 nt 2P A9f Ci iC 290 PC�, io C) PC1,, 12 i --DITC,H -3 iC :E U PC io C1 640, lqb 297 18 PI_ N 89&4028" E P,,,, 12 ,P 2.8 &C �PP 11 ly DL-,- "PT10,11 Mg G LINE F A iiie is 11 s" ss iCP R once. ID, 304 Pi, 3P, e 1� X-17 M 10 �sii 08 G" 6 Cel* Poz i2 0 i 3J4 Pmm PC, i2 t\i 3 cr :'ii C O 6 's, P, C it Q­ a ''41C i Pip, 6 iC 0 3 8 C, DI rc ,7 CH 39 320 r,, P0 327 P, J ail 22 2' 324 y W 32 5 ,C CC) FA N7,NTIE MAY PC', 1-6 1 3s" Ps, jP 22 -C 3289 8-38 1 1330 15 SOUTH 112 SE 114, SW 1/4, NW 114, 331 P112, i 1-1 i 332 SECTION 3-T21S-R31E 3j3 3,35 cy", e Fe , Cr 3ERM 339 PC B915" IN 3, ul A, los' sC1` ­nC C, i pj�_ 6 1 c" I _0 .'.P1iiP.PP si, I 3 113 344 d Gcaui s 34 8iy _75 - - - - - - i, P� ------------- T ------------------------------------ ------- 7 i 0 , '2 CP, 0 1 348 1 is, C Cv', g PCi Ali 89'41'15" E 1300,66' _C1 0 i CH S, FLORIE/M AVE( 51 I _C1 4 35, P1 is tip Z� 356 '5 QO. 'o w E 'q?, , 21; 1 CC, __1k �".10'11" 7 U) 1� -1 I'll, 6 JV 89�41', so C 359 Pc m j6s PC,,, 14 1280� 70' u. 62 3 ti, �7 61 C, 38 .0 36 12 i 367 OCk 14 368 _j 3[,9.. 70 5, 7Y 10 j 3,2 50 373 5 Ir I rya 37. %sP ?2 75 376 ICP, C, 3 till g"s, e 371 8, .10 esi., 78 s, _Q P11 11 & 3 10 1"01 1 4� 375 SC, P. I ci 1,� �,P e,, 80 11sP se I " . 1-1 s- 382 is 38s This SuNeY Was prepared by 364 >m i`1 si 3E5 cypll­s 4 110 ""," I Donald Lee Holt, 1-4-8 1 I Is AP is, �-,4c " , - - r_ Florida Professional Suweyor 4", C and Mapper No. 3989.- > 2480 Merman Drive is FC, .0, ill 4P "6P s� .' j Melbourne, Florida 32940 on 2 4078083733 P" s,. P, A mrn donhtravel@yahoo.com Iran.. ap c C", 6 Piz 91 MC',i;", 2c tv o e _,;o ei; 7 P, 39 "e ",C Is .1z va 2 iso, 'A' is e 111", 111_�, I 11P P� C iJ, _Pt 2s, SPECIFIC PURPOSE SURVEY � I '! �a 41 IF i _T� - CN cz�,, FOR x" Isa 4 16 1 -- --------- I's "? P., 'o 1 7 �0 el & 110, --------------------- P 1i io PM PC V1 AMERICAN LAND DEVELO n 4 CITIES OF WINTER SPRINGS AND �C�,, ;2 fit si .11" Pi` CP` il. t�j 'o SEMINOLE COUNTY, FLORI 27 21, Oie 7 '0 Approved By: 419 s, 420 PC, ij 42i 0 '4' e. Proiect Vci-c;cer: 422 6 0 , 2 PZ P�l .aEz 3 4 cp, 124 PC,, 12 CP IPP PC!, 14 11 12� C, 6C), n 14�11C 11 P" ­ - -- ij OwP) �-'Y� 42r 1,�, D 4 vvr, C, ;11 U PP 0., 425 13 - S-le P01MO 0, 48 Cv� 19 " magnalk '-s", Scd- C32 PCs, - 100 ock 2 iie y - 12' Oak No� P 35 13* Gum 4 0 e d 0 1 r e e rvty 3� PCP I - 113, say A- CE ,0" 4e z I - 10' Pine 1,/6 E R 201 2 a. Li 1�_ Dr L 0" 71 1"f r)" 111 NONE M"M - , - - 7 -1-1, z �,� � - I ::I -- ' - -----F --I-- - -Fyru,--s-SG-E---- - --- -, si�7/ - -- - ---------- 1 y`F I -- S TREE # -- ry' ----- --- ,RE� 4 I I ------ I YPf , -- -tZL --- � � TREE- # I --- -------- FYPE s1zo - �_-- 1 I - ,- I I n � �r� I I I_- -�---------� �,":--- rL I skzr ---� i - -- -) ,,' -1 I-,-- - --- �- ------ F--i ��,. -y,--- --- z -I - E , 7, �r (F�� ,7, sg I �F---- f lk- I I l � ll� -,R-F- # I I- I---,,--- YP - 1 , � TREF ,,I [ 1 1 Skill- - .--- I I _I - 11 -- � --l-EISIR ----- -1 ---- ----- --- - ---- 73 � 'I TREE # I TYP-, � SIZF i TR,I 4� rya I- [ SIzT IRI-, , �- I - I ,FF- -- -- I I- ,,, , - -- I Ir - -- -= I -1 I, - --- - - ------] - -- -------- 1 -- 1 1966 pB,,, 7-1 ! i 2?BB PBS, Y2 1 1 2�,Ial pol" to I 1 261H Palau 7-9-10- � 2 11 S-- - -------- � ,- - --] ----- ----i I I --------- � - I I I309 Oak B 1 1529 Oak 6 1 I /'In Ea, y l I 1 6 ,n, 14 1 1 24�2 Poll 12 1 I 267g ,a, - 70 I 6 ,I 6 Oak 12i I 1 816 1 Gum 6 5---- " on, 2l I 1 I "i, Ski, 8 I 1 -750 S, a 'a O )logi Pee, ! 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Of Sell, - i i I318 1� I 0 1, 1 Solo oloa 6 I-- " 1 ;lGal I a -P I I 241 Gat, I I ,,,,I- 15 1 I 2a,h) rai-, I I it- e-SI 1 151, 1, loll ." , - k I Gan i 7 � ,a 7 - S2 I I 1 , 41-P 1 paull, I 2194 Ote 20 1 1 � �j �. 10 1 1 Gul" ,4 Bel kill 1 2 1 669 , ,�� 7 ,102 1 Oak ,2 ! "ila, 01 1 � Slog � eak"O, 1 G!95 0G, " Be a I ,E go B , - a 11 I 1 281" Poll, SO I ,5052 � I ,,,, S 1 1 ,`e'N' ,'.� I I 1 0i 6 j 7319 I 7 17610 I IS., 4 ,;, SISI,S, 3 I :! i I -,a � " Gal I See, ri S, I iagSa P'l- B 7 1 ,,�,,u, pa", ,a f 6 70 I �-, i 1 0.g S' I I 1 3go Go, So 1 01"t I I ;G Finto 8 S glee ea, I - - I, 12 I 2 1 I 1 -ISS3 Ga�l S,g, I 1 67S 1 Palk, 10 : 8 87 Go", 5 �,z I ;B4 al� GI F i get Soe- "I g Oak �, 1. I S;' I ';S 'I 15 26�, I a,,, I& �� B3 a Oal Ii 9 4 53 I 888 gem � f 1 I , PlIm 12 I ?:a2l San IS 1 � 762 Min,a"k a I 9,30 On, 1 10 S 2197 1 Gl � , on, 2 I rim" -,0 1 061ii, .-" 1, , 3 i Pa (I 74 ,I I I 6ell In", So i I , " i 132O Oak S2-;f 1112 lea 12 1 0, 11-1 2198 lok 9 1 1 1 all, ��, 1614 �0.� I 40 6 Ge kukla, , , S Ban G'Sif 7 , '06 0 1 1 154, Oak is � '763 (BIG, �� I i RE . , 1 2111 Su ,,, io" � gan, !A I 1 2815 lagan 9 1 , ,-a q I "it Sol 1 1 c" 70 ig P PIS Is 1 1323 aff,k So 1 I Oak I Soul k f 0 1 2,9. I -1i Go,, I - 14 1 31151 � Gum I I . , 3 Goo, O5 1 671 Pum 8 olo 1 i I "'k- 15 1541 0G, 5 -Gel Sal - 220, Sm , 1 � 2a I 7 0", 9 1 263' 1 1 2846 (,,,I,, I 1 :1 , 0 ' F I si Gum 4 1 08 � ,a all ;` 1 ;,,� 1 -6 � �64 .� Silk 7 a 1 1 1,,an IS 2635 al, 6-8 2,47 Sell 10 I - 50-8 GIG,, 6-9-12 i 4157 G.Sel " ,67G G 1109 1 van 1 SO 12 I , 751,5 Bill I I ;ga� Sak Il ! S 220S Oak G 1 2478 I i f I f 11 1 , 5 kkki 1, I 611, i on, " I 1 SG2 G.- 5 On, - a ` 'a .ae'kI,a I '. IS Pi Is I I 220O Ba , 21O Pat I , 26�e Ski in S I 2848 ell, I I I 301- ' - G "' � i 7 , 7 call, ,ur 5 I I ,,I G", (,I i ;;!, Oak 4 I 1 1325 "'i 1 1 �1 7 cal I [ 1757 I ,m IS, I� 1 1985 Gana to 1 on, - I i 1�20 I g I 1 263, Oak 38 1 1 2849 Call, B", T3- e I 3060 Gain 6 I 5 1 4 1 Sak, Iz , I I 1 G, 6 11 i ock 15 I ! 527 011 - -, Pat, I r, l986 van "I o Soon 1 ', � 11�� a I I ' I " S � Gum 1-7-8-10 I 450 ri a,, 11 I V v OOS 3 'III, ` , Sualknob, ,I ; Selo 01� 13 S i Bod I 1 .." I 2204 Saguia 15 i G 421 � ,'a 7c Go '22SI n N ,a 1 2 -0 1 GO , �2 I 1 � SO 679 SO, 4 5 I I 11�2 Sle, I I I i320 i I Sea a-1, 6 1 1�69 lum & 1 1987 12 I 21,22 P.Im I, 1 1 ki"'� Iu 285I room g 1 1�1' chl" Sam, 5 6 ti-ole I a ill pufa, I 1 E?i n 6 1 I,I,G Flijea SO I Jok? ra� I, I 1 YE49 I ,988 S,,,� 21 j 2205 leal, ,a SO 1063 Cal- forate S-6 6-7 � I 462 Say 9 f 68" i ,a!, i 5 �, li, 1 -,G, 1 '33S, GI B 50 like'laI., I3- I 4 1 IM Pool IS � ! 1 1 f Sake ,,,,,, , a : I 1 2 `Saa-k- 'g? 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C,,,a all " l" all OI Milk am" Gal ,,,, egg, all Ili Pill 0,1 "" Oi 0a, -,a, I - ,,,, Qat, 0, , la 3, r ,,, "" 'I",l Co." lle 7 5 -ol- IS a 21 � E 6 7 �' I- 9 I� I 6 11 S 3F3 6 a 6 I a IM 7 So a � 7�3 6 r, 7 6 I, a 6- /-Ic a In 5- - ill 7 7 f - I I I - � on 9 "I o 6-B-1, 9 11 ---------, I 1 I : I 1 1 I I i i : S I I I I ; 1 : I 1 I I I I I f i I 1 I l I I I I I 1 : I I I I I I i S I I I 2480 Melbourne, Florida 32940 40780 83733 doiihtravel@yahoo.com SPECIFIC PURPOSE SURVEY FOR AMERICAN LAND DEVELOPMENT CITIES OF WINTER SPRINGS D,OVIEDO I I I I , � "I -�, RIbA " SEMINOLE COUNTY, 0 , l I , , G, , , � l - � , -: l - Sul 11,11, I 1, - - pproved Ry� - - A , �� 1� ---)�`,H' I 11 �� - , , I I �� O - - - -- - -- -- -- ------- , -�,- ,, - I , 1 , ,,, , � , ec� V,cnoger: P r c) I I ,- I - lk ',I k- ---- - - -- , --- -- - - - , --- � -- --- -� w D I- 0 W -I 3, V V G ---- - - --- - - - - --- ------ - -- SS c c, I S-- : I -,-,l ,I � c I, : I) -- - - - - - - - � ,- - - - - - - ---, - - --- - --- -- -;Ic No i I , - I I 1-1 -I I c) i re, �D,.Irvey j edl, -- - - - -- - -- - ,---- - - - - -- , -'- � ---- I-, I- -1 - - "' -,'\/,, B r 2 `1 2 I , (, � `1 f D-1,.,L - 7� �`%-,, LI� � -� 11�� 691 YI`[ I CD711� -0 0 1 m V t8i K m I BFP BACKFLOW PREVENTER A AREA AB ANCHOR BOLT ABD ABANDON(ED) AC ACRE(S) AC -FT ACRE FOOT /FEET ACP ASBESTOS CEMENT PIPE ADDL ADDITIONAL ADT AVERAGE DAILY TRAFFIC AL ALUMINUM ALT ALTERNATE AM BEFORE NOON AMP AMPERE(S) APPROX APPROXIMATE ARV AIR RELEASE VALVE ARVV AIR RELEASE VACUUM VALVE ASPH ASPHALT ASSY ASSEMBLY AVE AVENUE AVG AVERAGE AZ AZIMUTH I BFP BACKFLOW PREVENTER BL BASELINE BLDG BUILDING BLVD BOULEVARD BM BENCH MARK BND BOUNDARY BO BLOWOFF BOC BACK OF CURB BOT BOTTOM BRG BEARING BS BOTTOM OF SLOPE BV BUTTERFLY VALVE C INTERSTATE HIGHWAY CAP CAPACITY CB CATCH BASIN CC CENTER TO CENTER CEM CEMENT CF CUBIC FEET CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND C &G CURB AND GUTTER CI CAST IRON CIP CAST IRON PIPE CJ CONSTRUCTION JOINT C/L CENTER LINE CLP CONCRETE LIGHT POLE CLR CLEAR /CLEARANCE CLS CLASS CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CND CONDUIT CO. COUNTY CO CLEANOUT COL COLUMN COMP COMPLETE CONC CONCRETE CONN CONNECTION CONST CONSTRUCT(ION) CONT CONTINUOUS COORD COORDINATES) COR CORNER CPLG COUPLING CPP CONCRETE POWER POLE CS CONTROL STRUCTURE CTG COATING CTR CENTER CTV CABLE TELEVISION CULV CULVERT CY CUBIC YARD CYL CYLINDER D INTERSTATE HIGHWAY DBL DOUBLE DEG OR DEGREE DEFL DEFLECT(ION) DEPT DEPARTMENT DET DETAIL DHWL DESIGN HIGH WATER LEVEL DI DUCTILE IRON DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIP DUCTILE IRON PIPE DISCH DISCHARGE DIST DISTANCE DMH DROP MANHOLE DN DOWN DRN DRAIN DWG DRAWING DWY DRIVEWAY E FEET PER HOUR E EAST EA EACH EC EDGE OF CONCRETE ED ENERGY DISSIPATOR EF EACH FACE EFF EFFLUENT EG EXISTING GRADE E/L EASEMENT LINE ELB ELBOW ELEC ELECTRIC ELEV ELEVATION ELLIP ELLIPSE /ELLIPTICAL ENC ENCASEMENT ENG ENGINEERING) EOP EDGE OF PAVEMENT EQ EQUAL /EQUATION EQUIP EQUIPMENT EQUIV EQUIVALENT ESMT EASEMENT EST ESTIMATE EW EACH WAY EWL ENDWALL EXC EXCAVATE /EXCAVATION EXIST EXISTING EXP EXPAND /EXPANSION EXT EXTEND /EXTENSION I INTERSTATE HIGHWAY F&C FRAME AND COVER FD FLOOR DRAIN FDN FOUNDATION FDOT FLORIDA DEPARTMENT GPD OF TRANSPORTATION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT F &I FURNISH AND INSTALL FIG FIGURE FIN FINISHED FIT FITTING FL FENCE LINE FLR FLOOR FLEX FLEXIBLE FLG FLANGE FM FORCE MAIN FND FOUND FPH FEET PER HOUR FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET /FOOT FTG FOOTING G INTERSTATE HIGHWAY GA GAUGE GAL GALLON GALV GALVANIZED GM GAS MAIN GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GPS GALLONS PER SECOND GR GUARD RAIL GRID GROUND /GRADE GSP GALVANIZED STEEL PIPE GV GATE VALVE GV &B GATE VALVE AND BOX GW GUY WIRE GWT GROUND WATER TABLE H JOINT HB HOSE BIBB HDPE HIGH DENSITY POLYETHYLENE HDW HARDWARE HOA HOME OWNERS ASSOCIATION HORIZ HORIZONTAL HP HORSEPOWER HR HOUR HT HEIGHT HW HEADWALL HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRAULIC SUSP SUSPEND /SUSPENSION 1 -4 INTERSTATE HIGHWAY IA INTERSECTION ANGLE ID INSIDE DIAMETER IF INSIDE FACE IN INCHES INL INLET INS INSERT INST INSTALL IP IRON PIPE IR IRON ROD INT INTERSECT /INTERSECTION INV INVERT J MISCELLANEOUS JB JUNCTION BOX JCT JUNCTION JST JOIST JT JOINT L NORTH L LENGTH LAT LATITUDE LATL LATERAL LB POUND LF LINEAR FEET /FOOT LG LONG LIM LIMITS) LP LIGHT POLE LONG LONG LT LEFT LWL LOW WATER LEVEL M NORTH MAINT MAINTENANCE MAIL MATERIAL MAX MAXIMUM MECH MECHANICAL ME MITERED END MFR MANUFACTURER MGD MILLION GALLONS PER DAY MH MANHOLE MHC MANHOLE COVER MHWL MEAN HIGH WATER LEVEL MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MLP METAL LIGHT POLE MLWL MEAN LOW WATER LEVEL MON MONUMENT MPH MILES PER HOUR MSL MEAN SEA LEVEL MTG MOUNTING N NAWTH NORTH N NORTH NA NOT APPLICABLE N &C NAIL AND CAP NE NORTHEAST NG NATURAL GROUND NIC NOT IN CONTRACT NO OR # NUMBER NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST NWL NORMAL WATER LEVEL 0 RADIUS OC ON CENTER OD OUTSIDE DIAMETER OE OR EQUAL OPNG OPENING OPP OPPOSITE ORCP OVAL REINFORCED CONCRETE PIPE OS OUTFALL STRUCTURE OVFL OVERFLOW OVHD OVERHEAD Q FLOW RATE R R RADIUS PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PEP POLYETHYLENE PIPE PFGP PROFILE GRADE POINT PI POINT OF INTERSECTION P/L PROPERTY LINE POB POINT OF BEGINNING POJ PUSH ON JOINT PP POWER POLE PR PHONE RISER PRC POINT OF REVERSE CURVATURE PRESS PRESSURE PROJ PROJECT PROP PROPOSED PRVC POINT OF REVERSE VERTICAL CURVE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT PWR POWER Q FLOW RATE R R RADIUS RCP REINFORCED CONCRETE PIPE RCPA REINFORCED CONCRETE PIPE ARCH RD ROAD RDY ROADWAY RED REDUCER REF REFERENCE REINF REINFORCE(D) READ REQUIRED REV REVISE /REVISION RPM REVOLUTIONS PER MINUTE RR RAILROAD RT RIGHT RV RELIEF VALVE R/W RIGHT -OF -WAY RWM REUSE WATER MAIN S SQUARE S SOUTH SAN SANITARY SEWER SB SPLASH BLOCK SCH SCHEDULE SD SIDE DRAIN SDN SHELF DRAIN SE SOUTHEAST SEC SECONDS SECT SECTION SH SHEET SHGWT SEASONAL HIGH GROUND WATER TABLE SIM SIMILAR S/L SETBACK LINE SL SLOPE SM SHEET METAL SPEC SPECIFICATION(S) SO SQUARE SO IN SQUARE INCHES) SO FT SQUARE FOOT /FEET SO YD SQUARE YARD(S) SR STATE ROAD SS STAINLESS STEEL ST STREET STA STATION STD STANDARD STL STEEL STIR STRUCTURE STS STORM SEWER SUP SUPPORT SUSP SUSPEND /SUSPENSION SVC SERVICE SW SOUTHWEST SWK SIDEWALK SYM SYMBOL(S) SYMM SYMMETRICAL SYS SYSTEM T T TANGENT TB TURFBLOCK T &B TOP AND BOTTOM TBM TEMPORARY BENCH MARK TC TIME OF CONCENTRATION TD TRENCH DRAIN TDH TOTAL DYNAMIC HEAD TECH TECHNICIAN /TECHNICAL TEMP TEMPORARY TL TERMINAL LAMPHOLE TOB TOP OF BANK TOC TOP OF CURB TOS TOE OF SLOPE TOT TOTAL TS TOP OF SLOPE TWP TOWNSHIP TYP TYPICAL U LID UNDERDRAIN UG UNDERGROUND UON UNLESS OTHERWISE NOTED UTC UNDERGROUND TELEPHONE CABLE V VB VALVE BOX VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VERT VERTICAL VPC VERTICAL POINT OF CURVE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W W WEST W/ WITH WM WATER MAIN W/O WITHOUT WP WATER /WEATHER PROOF WPP WOOD POWER POLE WS WATER SURFACE WSWT WET SEASON WATER TABLE WT WEIGHT WV WATER VALVE WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH YD YARD YR YEAR MISC & AND a AT A DELTA 1910;1- 012019112011 LINES BOUNDARY CONSERVATION SETBACK CENTER LINE o 0 0— CHAIN LINK FENCE 8 m. __....._._....._._. CONTOUR EASEMENT x x x — FENCE GUARDRAIL LOT LINE P/L PROPERTY LINE C ■ • Vi l • SETBACK LINE SHORELINE -- -- "',- -x , SWALE TREE LINE I WM WM 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET 22 1/2' BEND 4H 45' BEND SANITARY 8" PVC 90' BEND cl) TEE r-L7 CROSS C14 CHECK VALVE PIPE ® 0.40% SLOPE 0 Q0 0 O CHECK VALVE I DOUBLE WATER Ak SERVICE z a CLEANOUT Ld FIRE HYDRANT O DOUBLE SANITARY ® REDUCER o SERVICE OHO BACKFLOW FORCE MAIN FM FM FM PVC PIPE RWM RWM RWM RECLAIM WATER MAIN 0000.00 MANHOLE WATER & REUSE WATER WM WM WM WATER MAIN { 11 1/2' BEND mr 22 1/2' BEND 4H 45' BEND -"' - - -- -"' - - -- " -' - -- 90' BEND cl) TEE r-L7 CROSS C14 CHECK VALVE N DOUBLE DETECTOR Q0 0 O CHECK VALVE I DOUBLE WATER Ak SERVICE z a GATE VALVE Ld FIRE HYDRANT O METER ® REDUCER o BLOWOFF OHO BACKFLOW PREVENTER SP 2 SAMPLE POINT 0 UNDERDRAIN CEANOUT RWM RWM RWM RECLAIM WATER MAIN 0000.00 DOUBLE REUSE Im WATER SERVICE C� DOUBLE WATER AND =) RECLAIM WATER W SERVICE (BOTH SIDES) 0109I l 111f 101 100 LF STS 24 HDPE @ 0.20% 100 LINEAR FEET STORM PIPE 24 HIGH DENSITY mr POLYETHELENE PIPE 0 0.20% P Q UNDERDRAIN 6" HDPE PIPE -"' - - -- -"' - - -- " -' - -- DRAINAGE FLOW DIRECTION cl) N add FDOT INLET TYPE 1 C14 Im N FDOT INLET TYPE 2 Q0 0 O I FDOT INLET TYPE 3 Ak z a FDOT INLET TYPE 4 Ld FDOT INLET TYPE 5 W T FDOT INLET TYPE 6 O MANHOLE D! W M W ® � z MITERED END SECTION O W SLOPE DIRECTION ARROW FOR POND SIDE SLOPE Q J n 0000.00 SPOT ELEVATION Im STORM INLET love I _ 1 �- 0 �t 520 901 24 FF =98.76 TYP E A 95 16 15 21 22 50 p i BOUND CORNER CONCRETE COUNTY ROADS DETAIL REFERENCE DUMPSTER PAD FINISHED FLOOR ELEVATION W/ FHA LOT TYPE GUY POLE HANDICAP PARKING INTERSTATE ROADS LIGHT POLE SIGNS SECTION CORNER nr_rrm i•L1641.1 SILT FENCE TRAFFIC FLOW PAVEMENT MARKING UTILITY POLE BLDG OR STRUCTURE Ik1►\kI well] V-.1 CROSS SECTION DETAIL CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 c1� N Q 0 01 Z 0 mr Li P Q CL r Q cl) N a: V C14 Im N � Q0 0 O I LL- co z a �cf) Ld N W T 0 Z_ U7 O N M r- D! W M W � 0C�3 � z z O O W � o O u L 1 WAS MR• Jog # U 11) 05/06/14 DATE: Z SCALE: NTS r Q 0 0 N APPROVED o C14 r- N � � I I O co c0 Ld N z*zo L- Lj N M r- O Q a I in z O J _j � o (� Q J n 0 = r N 6 v C� O =) z W mr C) J O r p ~ O Ld Q Z J U F- Q w u L 1 WAS MR• Jog # 13086 11) 05/06/14 DATE: N SCALE: NTS r BY: RJS DRAWN BY: r- APPROVED � o N o Ln I co m c0 Ld z*zo z W z W n 0 ~ C� N W Q Y O Z p � Z a — Q w 0 L p w W ¢ _z C) z Ld W w U u L 1 WAS MR• Jog # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS sy-1 d- 0 I 0 N N N a rn 3 v cn 0 00 0 i N _ 0- I J a z i 00 0 i 0 0 0 / GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND METHODS, SHALL MEET THE MOST CURRENT EDITIONS OF THE DESIGN 0 STANDARDS, THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE CITY ENGINEERING STANDARDS, AND THE CITY OF OVIEDO LAND DEVELOPMENT CODE. 2. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL MEET AND SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT /ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ANY AND ALL NEEDED LICENSES AND PERMITS REQUIRED FOR CONSTRUCTION PURPOSES. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. 5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN, MOORHEAD, & GLUNT INC., PHONE (407) 629 -8330, FOR PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION. 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS. 11. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) AND SUBSEQUENT REVISIONS AND ADDENDUMS, AS PUBLISHED BY F.D.O.T., AND CITY OF OVIEDO STANDARDS AND SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS TO FDOT PRIOR TO CONSTRUCTION. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND CITY OF OVIEDO AND F.D.O.T. APPROVED PROCEDURES. 13. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. CONTRACTOR SHALL COMPLY WITH ALL CITY OF OVIEDO AND REQUIREMENTS FOR INSPECTION AND TESTING. 15. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT. 16. TOPOGRAPHY WAS PROVIDED BY GANUNG - BELTON ASSOCIATES, INC. 17. ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED - . -, ,-mU ° b�N1� °- ....,,,.,. , - --, -- ,-- -, r" r~ .,„,,, .- - �,,- ,,�,,-- ,,v,- , -,\ " -, , " " ",, w ,,, , .. -..-,„ '.�✓ -,,,, ,,N/ - -,,-, QQ 18. AN UNDERGROUND UTILITY PERMIT MUST BE OBTAINED FROM FDOT FOR WORK ON STATE ROW. A TYPE II ) CONSTRUCTION PERMIT WILL BE PROVIDED AFTER SITE PLAN APPROVAL. , 14:- A`PT =1 3- 0�--Il L A-"§T T�S-1 Q° F°`T A - � VATi Imo" -t AS `UTILII -r� --A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION. 20. THE CONTRACTOR SHALL TAKE SPECIAL NOTICE THAT ALL SPECIFICATIONS AND DETAILS SHOWN HEREON WATER 1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE, WATER LINES, CHECK VALVES, BACKFLOW PREVENTERS, GATE VALVES, ETC., SHALL BE IN ACCORDANCE WITH THE CITY OF OVIEDO 10 ENGINEERING STANDARDS MANUAL AND LAND DEVELOPMENT CODE (L.D.C.). POTABLE WATER SYSTEM UP TO THE METER IS TO BE OWNED /MAINTAINED BY THE CITY OF OVIEDO. 2. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE. 3. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS AT CONFLICTS WHERE POSSIBLE. 4. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, EA.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, EA.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), ES., AND RULE 64E- 6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, EA.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY - OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, EA.C. ARE BELIEVED TO BE THE LATEST AND MOST ACCURATE AT THE TIME OF DESIGN AND SUBMITTAL, 5. ALL POTABLE WATER MAINS TO BE DUCTILE IRON PIPE PER CITY OF OVIEDO REQUIREMENTS. HOWEVER THE ENGINEER DOES NOT WARRANTY ANY OF THE PROVIDED SPECIFICATIONS AND DETAILS. 1 6. REMOVED THESE SPECIFICATIONS AND DETAILS ARE SUBJECT TO REVISION BY THE ISSUING MUNICIPALITIES AND 7. GATE VALVES SHALL CONFORM TO AWWA C- 509 -87, WITH WRENCH NUT EXTENSION STEMS AND OTHER AGENCIES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL CONSTRUCTION, TESTING AND MATERIALS CONFORM TO THE LATEST EDITIONS OF THE DESIGN REFERENCES INCLUDING, BUT NOT LIMITED TO THE CITY OF OVIEDO LAND DEVELOPMENT REGULATIONS, F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, F.D.O.T. MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS (GREEN BOOK) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 21. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY THE CITY OF OVIEDO & FDOT FOR PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE PROSECUTION OF THE WORK, RESULTING FROM ANY, OMISSION, NEGLECT, OR MISCONDUCT IN HIS MANNER 0 OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS. 22. DUKE ENERGY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH DUKE ENERGY TO INSURE PROPERA CONSTRUCTION PHASING, ELIMINATE CONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS. 23. TELEPHONE UTILITY PROVIDER WILL INSTALL THE PROPOSED TELEPHONE DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH TELEPHONE UTILITY PROVIDER TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS. 24. ALL MAINTENANCE OF TRAFFIC SHALL ADHERE TO THE REQUIREMENTS OF THE DESIGN STANDARDS 600 INDEXES. 25. AS -BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE PROJECT ENGINEER UPON PROJECT COMPLETION. RECLAIMED WATER I& 1 POLYVINYL CHLORIDE PLASTIC PIPE (PVC) 4" THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI /AWWA C900 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI AND HAVE A DR (DIMENSION RATIO) OF 18. PIPE SHALL BE PURPLE LABELED "RECLAIMED WATER" OR "NON POTABLE WATER" PROMINENTLY ON EACH PIPE JOINT. JOINTS SHALL BE OF THE PUSH -ON TYPE AND COUPLINGS CONFORMING TO ASTM D3139 DR18 PIPE. 2 REMOVED 3 PIPE SIZES GREATER THAN 12" IN BOTH PVC AND DUCTILE IRON SHALL BE SEPARATELY SPECIFIED ON THE PLANS; WITH THICKNESS CLASSES TO BE SHOWN BASED ON WORKING PRESSURES, PIPE DEPTH AND TRENCH CONDITIONS. 4 COMPACT FITTINGS FOR PVC C900 PIPE SHALL BE DUCTILE IRON AND SHALL CONFORM TO ANSI /AWWA C153/A21.53 (LATEST EDITION) AND SHALL BE CEMENT LINED IN CONFORMANCE WITH ANSI /AWWA C104/A21.4 (LATEST EDITION). 350 PSI MINIMUM PRESSURE RATING. 5 GATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO ANSI /AWWA C509 (LATEST EDITION) WITH 2" SQUARE WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. MANUFACTURER'S CERTIFICATION OF THE VALVES' COMPLIANCE WITH AWWA C509 (LATEST EDITION) AND TESTS LISTED THEREIN WILL BE REQUIRED. VALVES SHALL BE CLOW, MUELLER, KENNEDY, M &H, AMERICAN DARLING, OR APPROVED EQUAL. 6 VALVE BOX PADS SHALL BE 18 "x18 "x4" THICK CONCRETE WITH (4) REINFORCING BARS. PAD IS TO BE SET AT FINISH GRADE. 7 UNDERGROUND VALVE IDENTIFICATION (UVI) MARKERS SHALL BE PROVIDED AT EACH VALVE LOCATION. MARKERS SHALL BE 3" DIA. 1/8" THICK SOLID HARD BRASS WITH 1/4" ROD ANCHOR WITH "TAMPER - PROOF" HOOK END. SURFACE SHALL BE ENGRAVED WITH 1/4" TO 3/8" CAPITAL LETTERS APPROXIMATELY .015" DEPTH - HAND PUNCHED LETTERS NOT ACCEPTABLE. FOR MARKER TEXT, REFER TO UNDERGROUND VALVE MARKER DETAIL. SURFACE GROUND SMOOTH AND EPDXY COATED TO PREVENT TARNISHING. MARKERS ARE TO BE WAGCO MARKERS, OR APPROVED EQUAL. 8 BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504 (LATEST EDITION), CLASS 150. VALVES SHALL BE DUCTILE IRON, RESILIENT SEAT, AND BE MANUFACTURED BY KENNEDY, MUELLER, M &H, AMERICAN DARLING, OR APPROVED EQUAL. BUTTERFLY VALVES TO BE USED FOR SIZES GREATER THAN 12 ". 9 AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO PERMIT ESCAPE OF TRAPPED AIR. THE VALVE SIZE, LOCATION, AND METHOD OF INSTALLATION SHALL BE INDICATED ON THE DRAWINGS, OR AS DIRECTED BY THE ENGINEER. AIR RELEASE VALVES SHALL BE VALMATIC OR APPROVED EQUAL. 10 VALVE BOXES ON BURIED RECLAIMED WATER SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, WITH A MINIMUM INTERIOR DIAMETER OF 5" WITH COVERS CAST WITH THE INSCRIPTION IN LEGIBLE LETTERING ON THE TOP: RECLAIMED WATER. BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE, AND SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364, OR APPROVED EQUAL. 11 PIPE INSTALLATION OF PVC RECLAIMED WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM D2774 (LATEST EDITION). INSTALLATION OF DUCTILE IRON PIPE RECLAIMED WATER MAIN SHALL BE IN CONFORMANCE WITH AWWA C600 (LATEST EDITION). 12 RECLAIMED WATER SYSTEM PIPES SHALL BE INSTALLED SO AS TO GIVE A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER OF PIPE TO CENTER OF PIPE) FROM POTABLE WATER LINES AND MINIMUM 3' SEPARATION FORM OUTSIDE WALL TO OUTSIDE WALL AS WELL AS 18" VERTICAL SEPARATION. IN THE CASE OF A CONFLICT WHERE THESE SEPARATIONS CANNOT BE MAINTAINED THE REUSE MAIN SHALL BE UPGRADED TO DIP. 13 COMPACTED BACKFILL SHALL BE TO 98 % MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180 UNDER ALL PAVEMENTS WITH 12" MAXIMUM LIFT THICKNESS. OTHER COMPACTION OF BACKFILL SHALL BE TO 95 % MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180 WITH 12" MAXIMUM LIFT THICKNESS. SEE PIPE TRENCHING DETAILS. 14 MINIMUM COVER OVER ALL PIPE SHALL BE 36" FROM TOP OF PIPE TO FINISHED GRADE. 15 INDICATOR TAPE SHALL BE BURIED IN THE RECLAIMED WATER MAIN TRENCH 18" DIRECTLY ABOVE THE WATER MAIN. A CONTINUOUS COPPER DETECTOR WIRE SHALL BE ATTACHED AS SHOWN ON THE PIPE DETECTOR WIRE MARKER DETAIL. INDICATOR TAPE SHALL CALL OUT THAT A RECLAIMED OR NON POTABLE SYSTEM IS BELOW. PIPE SHALL BE COLOR CODED PURPLE IN ADDITION TO MARKINGS. SIGNS IN ENGLISH, SPANISH, AND INTERNATIONAL SYMBOLS SHALL BE INSTALLED NOTING THAT NO DRINKING IS ALLOWED. CONTINUITY CHECK WILL BE PERFORMED AND MUST BE ACCEPTABLE. 16 ALLOWABLE LEAKAGE FOR PVC PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA M23. 17 THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL CONTACT, TWA, AND ENGINEER IN WRITTEN FORM, FORTY -EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. NO TESTING WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 18 THE RECLAIMED WATER SYSTEM SHALL BE TESTED FOR LEAKAGE AT 150 PSI FOR TWO (2) HOURS, PER TWA STANDARDS NO LEAKAGE IS ALLOWED. 19 CURBED TO BE ETCHED WITH A "R" FOR RECLAIMED SERVICE AT CROSSING WITH CURB AND PAINTED PURPLE. 20 THIS PROJECTS RECLAIMED MAIN IS SUPPLIED VIA ON -SITE WELL AND NO CONNECTION TO THE POTABLE WATER MAIN IS PROPOSED OR ALLOWED. APPURTENANCES AS REQUIRED. THEY SHALL BE IRON BODY, FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON- RISING STEM VALVES WITH 0 -RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES, CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS. 8. THE CONTRACTOR SHALL TAPE 14 GAUGE SOLID LOCATOR WIRE TO ALL WATER LINES AT 10' +/- INTERVALS. WIRE CONNECTIONS TO BE SILICONE FILLED SELF SEALING TYPE CONNECTOR APPROVED BY THE CITY OF OVIEDO CITY OF OVIEDO. 9. SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA CURRENT EDITION AT THE TIME OF CONSTRUCTION. 10. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 4 -1/2" INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE POSITIONED NOT MORE THAN 10 FEET AWAY FROM THE CURB OR BERM OF THE ROADWAY. 1 11. MADDEN, MOORHEAD, & GLUNT, INC.. AND THE CITY OF OVIEDO PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING A D DISINFECTION OF THE WATER LINES, PHONE (407) 629 -8330 MADDEN, (407) 971 -5692 CITY OF OVIEDO.A 12. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY - INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWWA C600 OR M23 AS APPLICABLE. 13. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651- DISINFECTING WATER MAIN, INCLUDING ANY REQUIRED TESTING BY THE CITY OF OVIEDO. 14. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS- BUILT" INFORMATION RELATIVE TO LOCATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE WATER LINE CONSTRUCTION. THE CITY OF OVIEDO WILL NOT ACCEPT ANY LINE PRIOR TO RECEIVING A COPY OF THE AS -BUILT DRAWINGS. 15. CONTRACTOR SHALL SCHEDULE ALL TESTING TO ALLOW THE ENGINEER'S ATTENDANCE. FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE ENGINEERS OPTION AND AT THE CONTRACTOR'S EXPENSE. 16. POTABLE WATER SYSTEM TO BE OWNED & MAINTAINED BY THE CITY OF OVIEDO. CITY OF OVIEDO TO OWN SYSTEM UP TO METER, AN EASEMENT WILL BE PROVIDED FOR ALL UTILITIES TO BE MAINTAINED BY THE CITY OF OVIEDO. 17. BLUE REFLECTORS SHALL BE INSTALLED IN THE MIDDLE OF THE TRAFFIC LANE NEAREST THE HYDRANT PER SFPC 602.5.3. 18. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. 19. TO MAKE WET TAPS USE EITHER DUCTILE IRON MECHANICAL JOINT OR FABRICATED STEEL TAPPING SLEEVE. THIS TAPPING SLEEVE SHALL BE PROPERLY RECESSED FOR TAPPING VALVE. TAPPING VALVE SHALL BE RESILIENT SEATED GATE VALVE CON- FORMING TO ANSI /AWWA C509 WITH 2" SQUARE OPERATOR NUT. MATERIAL SPECIFICATIONS ARE PER THE CITY OF OVIEDO LDC WATER DISTRIBUTION SYSTEMS. 20. ALL WATER SERVICE LATERALS OR STUBOUTS SHALL BE CLEARLY MARKED BY ETCHING OR CUTTING IN THE CONCRETE CURB AND "S" FOR SANITARY AND A "W" FOR WATER. WHERE CURB DOES NOT EXIST OR IS NOT PLANNED, SERVICE LINE LOCATIONS SHALL BE ADEQUATELY MARKED BY A METHOD APPROVED BY THE CITY OF OVIEDO, BUREAU OF PUBLIC WORKS. 21. A CONSTRUCTION METER IS REQUIRED BY THE CITY OF OVIEDO. 22. CURB STOP LOCKS ARE REQUIRED ON THE SERVICES PER CITY OF OVIEDO CITY OF OVIEDO. 23. SERVICES SHALL BE BURIED AFTER FINAL WALK THRU ACCEPTANCE. SANITARY SEWER 1. ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D -3034, SDR 35. 3. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER UNLESS OTHERWISE NOTED. 4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER UNLESS OTHERWISE NOTED. 5. ANY UPGRADE IN SANITARY SEWERS SHALL BE TO PVC C -900. THE USE OF DIP FOR UPGRADING IS NOT ALLOWED. 6. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 7. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS /LATERALS AND WATER MAINS /LATERALS, SEE WATER NOTES 3 & 4. 8. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM D -2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL. 9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, OR THE COMPUTED EQUIVALENT FOR SHORTER LENGTHS OF TIME. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES AND ORDINANCES OF THE WASTEWATER TRANSMISSION AUTHORITY INCLUDING ADVANCE NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING. 10. MADDEN, MOORHEAD, & GLUNT, INC. SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (2 FULL WORKING DAYS) PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER, PHONE (407)629 -8330. 11. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE. LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION. 12. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF LIMEROCK BASE. 13. MINIMUM SLOPE ON ALL 8" SANITARY SEWER GRAVITY MAINS TO BE 0.3 %. 14. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN "S" INTO THE CURB. 15. AIR RELEASE VAVES SHALL BE REQUIRED AT ALL HIGH POINTS ALONG THE FORCE MAIN. 16. ONSITE WASTEWATER COLLECTION SYSTEM IS TO BE OWNED AND MAINTAINED BY CITY OF OVIEDO, UP TO THE ROW LINE. 17. A MINIMUM OF 3' OF COVER IS REQUIRED FOR ALL SEWER MAINS. 18. SEWER MAINS REQUIRE METALLIC LOCATING TAPE CAPABLE OF DETECTION BY LOCATING EQUIPMENT. TAPE SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF PIPE. LOCATING TAPE SHALL TERMINATE AT EACH 0 VALVE BOX. NO. 10 SOLID TRACER WIRE SHALL BE PUT ON TOP OF ALL PVC PIPE AND STUBBED UP INTO VALVE BOXES. WIRES SHALL BE COLOR CODED PER USE OF PIPE. PAVING AND DRAINAGE 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND CITY OF OVIEDO SPECIFICATIONS. THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE GRADING PLAN. 2. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND THE CITY OF OVIEDO SPECIFICATIONS. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL DURING THE CONSTRUCTION PHASE PER SJRWMD, FDEP, & THE CITY OF OVIEDO REQUIREMENTS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SITE. ALL SITE GRADING IS TO CONFORM TO THE GEOTECHNICAL REPORT, SPECIFICATIONS AND DETAILS. 6. SOIL BORINGS AND SOIL ENGINEERING SERVICES HAVE BEEN PROVIDED BY UNIVERSAL ENGINEERING SCIENCES, INC. AND ADDITIONAL SERVICES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST TO THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. EXCAVATION OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORTS PREPARED BY UNIVERSAL ENGINEERING SCIENCES, INC. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE. AN ARBOR PERMIT MAY BE REQUIRED FROM THE CITY OF OVIEDO PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OWNER FORTY -EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN, MOORHEAD, & GLUNT, INC. IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED, AND /OR OF PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 10. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF OVIEDO AND A.D.A. SPECIFICATIONS. 11. ALL MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE. 12. THE CONTRACTOR SHALL USE CONCRETE WITH A MIN. 28 DAY STRENGTH OF 3,000 P.S.L. 13. ALL SIDEWALK WIDTHS SHALL BE 4' OR AS NOTED AND SHALL HAVE 1" DEEP CONTRACTION JOINTS EVERY 5' AND AN EXPANSION JOINT EVERY 20' MIN. SIDEWALK SLOPES SHALL BE 2% MAX. CROSS SLOPE. MINIMUM LENGTH OF SIDEWALK SECTION SHALL BE 20'. 14. PROVIDE F.D.O.T. TYPE III SILT FENCE ALONG THE PROPERTY LINES DURING CONSTRUCTION AS REQUIRED TO PREVENT SEDIMENTATION. 15. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT DIRECTLY TO CITY OF OVIEDO AS SOON AS THEY ARE GENERATED. CLEARANCE FROM CITY OF OVIEDO SHALL BE RECEIVED PRIOR TO PAVING. 16. CONTRACTOR SHALL COMPLY WITH ALL OF CITY OF OVIEDO REQUIREMENTS FOR INSPECTION AND TESTING. 17. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 18. ALL PAVEMENT MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL EQUIPMENT AND INSTALLATION SHALL MEET CITY OF OVIEDO TRANSPORTATION ENGINEERING AND FEDERAL BUREAU MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) STANDARDS ADN REGULATIONS AND REQUIREMENTS AND REQUIREMENTS AS WELL AS THE CITY OF OVIEDO LAND DEVELOPMENT CODE (L.D.C.). 19. REGULATORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 20. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 21. CONCRETE SIDEWALKS AT ALL COMMON AREAS TO BE CONSTRUCTED WITH INFRASTRUCTURE. 22. ALL DISTURBED AREAS WITHIN THE CITY OF OVIEDO OR FDOT RIGHT -OF -WAY SHALL BE SODDED. 23. PONDS AND SWALES WILL BE SODDED AND CONSTRUCTED ALONG WITH THE INFRASTRUCTURE. 24. POND SLOPES AND BERMS SHALL BE SODDED TO BOTTOM FOR DRY PONDS, 2' BELOW NWL FOR WET PONDS. 25. ROADWAYS AND PARKING AREAS ARE DESIGNED IN SUBSTANTIAL ACCORDANCE WITH THE APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FDOT, LATEST EDITION AND THE CITY OF OVIEDO SPECIFICATIONS. 26. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 27. THE CONTRACTOR SHALL CONSTRUCT ALL STORM SEWER APPURTENANCES IN ACCORDANCE WITH THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS, FDOT REQUIREMENT, AND CITY OF OVIEDO SPECIFICATIONS. 28. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION ", AND CITY OF OVIEDO SPECIFICATIONS AS WELL AS REQUIREMENTS FOR SITE WORK AS SHOWN IN GEOTECHNICAL REPORTS AS PREPARED BY UNIVERSAL ENGINEERING SCIENCES. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES, EASEMENTS, ETC. UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 30. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL PAVEMENT HEADWALL /ENDWALL FOOTINGS, RETAINING WALLS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS PERFORMED PRIOR TO CONSTRUCTION. 31. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF OVIEDO AND FOOT SPECIFICATIONS FOR STRIPPING, CLEARING, GRUBBING, GRADING, BACKFILLING, AND EMBANKMENT PREPARATION WITHIN ALL DESIGNED ROADWAY RIGHT -OF -WAY SECTIONS. 32. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE,IT SHALL BE PROOF- ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF - ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED SOILS ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. 33. COMPACT ALL UTILITY TRENCHES WITHIN THE TOP 2' OF THE ROADWAY TO 98% OF THE MODIFIED PROCTOR DENSITY: WITHIN OTHER AREAS TO 95 %. 34. IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL THE THE AXIS OF FILL. THE SOIL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. 35. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM SITE. 36. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H -20 LOADING. 37. CONTRACTOR TO ENSURE POSITIVE FLOW WITHIN STORM SEWER SYSTEM, ANY AREAS OF STANDING WATER IN THE PIPING SHALL BE CAUSE FOR REJECTION. 1. EXCAVATING CAUTIOUSLY: THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN THE PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. TELEPHONE NOTIFICATION: THE CITY OF OVIEDO DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, GRAVITY SEWER OR WATER MAIN BREAK OR DAMAGE AT (407) 971-5692.A 3. REPAIR IMMEDIATELY: ALL DAMAGE TO CITY OF OVIEDO'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY OF OVIEDO UTILITIES INSPECTOR, CITY OF OVIEDO MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS, 4. CITY OF OVIEDO UTILITIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CITY OF OVIEDO UTILITIES CONSTRUCTION INSPECTION SECTION - (407) 971 -5692. Q CITY OF OVIEDO UTILITIES WASTEWATER DIVISION - (407) 971 -5692. 10 CITY OF OVIEDO UTILITIES WATER DIVISION - (407) 971 - 5692_0 CITY OF OVIEDO UTILITIES ENGINEERING DIVISION (407) 971 5692. 10 5. ADVANCE NOTIFICATION OF CONSTRUCTION: THE CITY OF OVIEDO UTILITIES CONSTRUCTION SECTION ((407) 971 -5692) 1 ALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. ADVANCE NOTIFICATION OF PENDING CONNECTION: 0 THE CITY OF OVIEDO WATER DIVISION ((407) 971 -5692) AND CITY OF OVIEDO WASTEWATER DIVISION ((407) 0 971-5692) SHALL BE NOTIFIED AT LEAST (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE -INS AND VALVE OPERATIONS. 7. OPERATION OF CITY OF OVIEDO VALVES: WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY CITY OF OVIEDO UTILITIES INSPECTOR ((407) 971-5692) ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. 8. OPERATION OF CITY OF OVIEDO PUMP STATION: THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT DOWN CONTROL WITH AN CITY OF OVIEDO UTILITIES INSPECTOR ((407) 971-5692).A SITE DATA SOUTHERN OAKS (CITY OF ❑VEID❑) 1. FUTURE LAND USE DESIGNATION: LDR 2. EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL 3. CURRENT ZONING: R1 0 4. GROSS LAND AREA ( OVIEDO): PHASE 1 - 12.87 ACRES OR 560,673 SQUARE FEET 9,375 S.F. (80' X 117.18') Lr) PHASE 2 - 8.97 ACRES OR 390,795 SQUARE FEET 5. WETLANDS: PHASE 1 - 2.01 ACRES (WITHIN CITY OF OVIEDO LIMITS) 15. EXISTING IMPERVIOUS AREA: PHASE 2 - 0.84 ACRES (WITHIN CITY OF OVIEDO LIMITS) 6. WETLANDS TO BE FILLED : PHASE 1 = 0.02 ACRES N r, N PHASE 2 - 0.02 ACRES 7. NET LAND (DEVELOPABLE) AREA: PHASE 1 - 10.86 ACRES OR 473,061 SQUARE FEET o FRONT: 20' TO BUILDING 25' TO PHASE 2 - 8.15 ACRES OR 354,065 SQUARE FEET 8. MAXIMUM # OF LOTS ALLOWED: 28 UNITS 9. PROPOSED # OF LOTS: 21 UNITSQ 0�- EmXd�T1N,�DF�roiS�,TY:~•�, �- � ,� 0- - , -DE E - �/� M�� �� �. a� �..�. c . • 2.58 DU AC LDR MAXIMUM ALLOWABLE DENSITY 3.5 DU ACRE NSITY PHASE 2 ONLY . ( ) / ( DU/ ACRE) 25' Q 2 22. PROJECTED WATER DEMAND: 21 DU ® 350 GPD = 7,350 GPD 23. PROJECTED SEWER DEMAND: 21 DU ® 300 GPD = 6,300 GPD 24. ADJACENT LAND USE NORTH - R3 SOUTH - ROW EAST - ROW WEST -LDR 25. ADJACENT ZONING NORTH - A3 SOUTH -ROW EAST - ROW WEST - R1A DEVELOPMENT NOTES 1. A NEW HOMEOWNERS ASSOCIATION WILL BE ESTABLISHED TO MAINTAIN ALL PRIVATE STREETS, SCREEN WALLS , LANDSCAPING, IRRIGATION, AND RETENTION PONDS. THIS WILL BE A GATED COMMUNITY WITH PRIVATE STREETS WITH THE HOME OWNERS ASSOCIATION TO FUND ALL MAINTENANCE OF PRIVATE STREETS, STORMWATER SYSTEM & WILL OWN AND MAINTAIN STREET LIGHTING SYSTEMS. 2. WATER SERVICE TO BE PROVIDED BY CITY OF OVIEDO UTILITIES. 3. SEWER SERVICE TO BE PROVIDED BY CITY OF OVIEDOQUTILITIES. 1 4. STREET LIGHTS TO BE INSTALLED BY DUKE ENERGY CORP. 5. PROJECT SIGNAGE IN ACCORDANCE WITH SIGN ORDINANCE FOR THE CITY OF OVIEDO FOR GROUND MOUNTED SIGNS. 6. UTILITY EASEMENTS TO BE GIVEN TO THE CITY OF OVIEDO FOR MAINTENANCE OF CITY OWNED UTILITY SYSTEMS AND DRAINAGE EASEMENTS WILL BE DEDICATED TO THE CITY FOR EMERGENCY OPERATION AND MAINTENANCE OF THE RETENTION POND. 7. PRIMARY MAINTENANCE TO BE BY HOA WITH ACCESS /MAINTENANCE RIGHTS TO ALL APPLICABLE SERVICE PROVIDERS. 8. PROJECT IS WITHIN THE RECOMMENDED RESPONSE DISTANCE OF 2.5 MILES FROM THE NEAREST FIRE STATION. 9. PRESERVED WETLANDS TO BE POSTED WITH NOTIFICATION SIGNS. 10. CONSERVATION AREAS HAVE BEEN FIELD LOCATED BY BIO TECH CONSULTING, INC. 11. BUS STOP LOCATION TO BE COORDINATED WITH SEMINOLE COUNTY SCHOOL BOARD TO DETERMINE THEIR PREFERRED LOCATION. 12. IRRIGATION WELL DESIGNED TO PROVIDE 90 GPM, PLEASE SEE IRRIGATION PLANS FOR ADDITIONAL IRRIGATION DESIGN INFORMATION STORMWATER MANAGEMENT 1. THE STORMWATER SYSTEM FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH THE CITY OF OVIEDO'S AND STATE REGULATIONS. 2. OUTFALL FOR THE SYSTEM WILL BE INTO ADJACENT WETLAND AND EVENTUALLY FLOWS TO LAKE JESUP. 0 A3. ALL LOTS, EXCEPT LOT 22, ARE LOCATED WIITHIN ZONE "X" (AREAS OUTSIDE OF THE 100 YEAR FLOOD PLAIN) AS SHOWN ON THE FIRM MAPPING FOR SEMINOLE CITY OF OVIEDO, MAP NUMBER 12117CO180F, EFFECTIVE DATE SEPTEMBER 28,2007. PORTIONS OF PROPERTY WITHIN PRESERVED WETLANDS AND RETENTION POND SITE LIE WITHIN THE 100 YEAR FLOOD PLAIN. LOT 22 IS GRAPHICALLY SHOWN TO INCLUDE A PORTION OF THE FLOOD PLAIN, HOWEVER, PER FEMA FIRM, THE FLOOD ELEVATION IS 17 FT AND THE LOWEST EXISTING GRADE IS 21 FT. SOIL CONDITIONS 1. SEE GEOTECHNICAL REPORT BY UNIVERSAL ENGINEERING SCIENCES INC. FOR ADDITIONAL GEOTECHNICAL INFORMATION. UTILITY PROVIDERS: Al. WATER AND SEWER SERVICE TO BE PROVIDED BY THE CITY OF OVIEDO. 2. ELECTRICAL POWER TO BE SUPPLIED BY DUKE ENERGY. 3. TELEPHONE SERVICE TO BE PROVIDED BY AT &T. 4. CABLE TELEVISION AND INTERNET TO BE PROVIDED BY BRIGHTHOUSE NETWORK. OPEN SPACE CALCULATIONS: PHASE 1 PHASE 2 EXISTING OPEN SPACE = 10.46 AC (96.23 %) 8.97Ac (100% OF OVERALL 8.97 Ac) REQUIRED OPEN SPACE = 25% 25% PROPOSED OPEN SPACE = 2.01Ac ON -SITE WETLANDS 1.07Ac WETLANDS /BUFFERS (TRACT H) +0.31 UPLAND BUFFERS + 2.58 LOT PERVIOUS AREA \1 50% OF POND AREA +0.15Ac OPEN SPACE /ACCESS TRACT B) ((+ 2.91 LOT PERVIOUS AREA r' +0.27 OPEN SPACE TRACT = 3.8OAc. (42.36 %) =6.13 Ac. (47.63 %) °, A.,.__A.,.__ A.,.__ A.,.__ A.,.__ A.,.__ A.,.__,,^,._ ,^,._..r,._..,,._..r,._. l-,- . -./\- �\-,^,- �\-,^,- �\-,^,- �\_.^._, ,� _.^._, ,� _„ 0 OPEN SPACE REQUIREMENTS FOR PHASE 2 WILL BE MET WITH THE ADDED BENEFIT OF THE RECREATION AREA LOCATED IN THE CITY OF WINTER SPRINGS PART OF THE DEVELOPMENT. I T3, 11 11:4 1 '"IM. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland Florida 32751 (407) 629 -8330 - pr) 42 TOTAL UNITS /19.01 AC(GROSS LAND AREA) = 2.21 DU /AC DATE: 12. SOUTHERN OAKS PHASE 2 (WINTER SPRINGS & OVIEDO) WILL BE BUILT IN ONE PHASE A13. r, MIN. ALLOWED LOT SIZE: 8,500 S.F. (80' X 106.25') N APPROVED MIN. PROPOSED LOT SIZE: 9,375 S.F. (80' X 117.18') Lr) 14. MIN. LIVING AREA (UNDER HEAT & AIR): 1,500 S.F. r- I 15. EXISTING IMPERVIOUS AREA: 0.006 ACRES (245 S.F.) = 0.07% OVER THE SITE Q 17. BUILDING SETBACKS: N r, N z#zz MINIMUM REQUIRED PROPOSED N n r- o FRONT: 20' TO BUILDING 25' TO GARAGE 20' TO BUILDING 25' TO GARAGE Q I SIDE: 8' 8' - 0) o to REAR: 25' 25' L" ,-. o_ SIDE STREET: 25' 25' Q 18. MINIMUM ALLOWED FRONT LOT WIDTH: 80' z W MINIMUM PROPOSED LOT WIDTH: 80' J 19. MAX. ALLOWED BUILDING HEIGHT: 35' (2- STORY) ~ I- MAX. PROPOSED BUILDING HEIGHT: 35' (2- STORY) 10 < 20. PROJECTED TRAFFIC VOLUME: 21 DU ® 10 TRIPS /DU = 210 ADT, ITE 9TH EDITION 21. PROJECTED STUDENT POPULATION: 21 DU ® 0.404 STUDENTS /DU = 9 STUDENTS 22. PROJECTED WATER DEMAND: 21 DU ® 350 GPD = 7,350 GPD 23. PROJECTED SEWER DEMAND: 21 DU ® 300 GPD = 6,300 GPD 24. ADJACENT LAND USE NORTH - R3 SOUTH - ROW EAST - ROW WEST -LDR 25. ADJACENT ZONING NORTH - A3 SOUTH -ROW EAST - ROW WEST - R1A DEVELOPMENT NOTES 1. A NEW HOMEOWNERS ASSOCIATION WILL BE ESTABLISHED TO MAINTAIN ALL PRIVATE STREETS, SCREEN WALLS , LANDSCAPING, IRRIGATION, AND RETENTION PONDS. THIS WILL BE A GATED COMMUNITY WITH PRIVATE STREETS WITH THE HOME OWNERS ASSOCIATION TO FUND ALL MAINTENANCE OF PRIVATE STREETS, STORMWATER SYSTEM & WILL OWN AND MAINTAIN STREET LIGHTING SYSTEMS. 2. WATER SERVICE TO BE PROVIDED BY CITY OF OVIEDO UTILITIES. 3. SEWER SERVICE TO BE PROVIDED BY CITY OF OVIEDOQUTILITIES. 1 4. STREET LIGHTS TO BE INSTALLED BY DUKE ENERGY CORP. 5. PROJECT SIGNAGE IN ACCORDANCE WITH SIGN ORDINANCE FOR THE CITY OF OVIEDO FOR GROUND MOUNTED SIGNS. 6. UTILITY EASEMENTS TO BE GIVEN TO THE CITY OF OVIEDO FOR MAINTENANCE OF CITY OWNED UTILITY SYSTEMS AND DRAINAGE EASEMENTS WILL BE DEDICATED TO THE CITY FOR EMERGENCY OPERATION AND MAINTENANCE OF THE RETENTION POND. 7. PRIMARY MAINTENANCE TO BE BY HOA WITH ACCESS /MAINTENANCE RIGHTS TO ALL APPLICABLE SERVICE PROVIDERS. 8. PROJECT IS WITHIN THE RECOMMENDED RESPONSE DISTANCE OF 2.5 MILES FROM THE NEAREST FIRE STATION. 9. PRESERVED WETLANDS TO BE POSTED WITH NOTIFICATION SIGNS. 10. CONSERVATION AREAS HAVE BEEN FIELD LOCATED BY BIO TECH CONSULTING, INC. 11. BUS STOP LOCATION TO BE COORDINATED WITH SEMINOLE COUNTY SCHOOL BOARD TO DETERMINE THEIR PREFERRED LOCATION. 12. IRRIGATION WELL DESIGNED TO PROVIDE 90 GPM, PLEASE SEE IRRIGATION PLANS FOR ADDITIONAL IRRIGATION DESIGN INFORMATION STORMWATER MANAGEMENT 1. THE STORMWATER SYSTEM FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH THE CITY OF OVIEDO'S AND STATE REGULATIONS. 2. OUTFALL FOR THE SYSTEM WILL BE INTO ADJACENT WETLAND AND EVENTUALLY FLOWS TO LAKE JESUP. 0 A3. ALL LOTS, EXCEPT LOT 22, ARE LOCATED WIITHIN ZONE "X" (AREAS OUTSIDE OF THE 100 YEAR FLOOD PLAIN) AS SHOWN ON THE FIRM MAPPING FOR SEMINOLE CITY OF OVIEDO, MAP NUMBER 12117CO180F, EFFECTIVE DATE SEPTEMBER 28,2007. PORTIONS OF PROPERTY WITHIN PRESERVED WETLANDS AND RETENTION POND SITE LIE WITHIN THE 100 YEAR FLOOD PLAIN. LOT 22 IS GRAPHICALLY SHOWN TO INCLUDE A PORTION OF THE FLOOD PLAIN, HOWEVER, PER FEMA FIRM, THE FLOOD ELEVATION IS 17 FT AND THE LOWEST EXISTING GRADE IS 21 FT. SOIL CONDITIONS 1. SEE GEOTECHNICAL REPORT BY UNIVERSAL ENGINEERING SCIENCES INC. FOR ADDITIONAL GEOTECHNICAL INFORMATION. UTILITY PROVIDERS: Al. WATER AND SEWER SERVICE TO BE PROVIDED BY THE CITY OF OVIEDO. 2. ELECTRICAL POWER TO BE SUPPLIED BY DUKE ENERGY. 3. TELEPHONE SERVICE TO BE PROVIDED BY AT &T. 4. CABLE TELEVISION AND INTERNET TO BE PROVIDED BY BRIGHTHOUSE NETWORK. OPEN SPACE CALCULATIONS: PHASE 1 PHASE 2 EXISTING OPEN SPACE = 10.46 AC (96.23 %) 8.97Ac (100% OF OVERALL 8.97 Ac) REQUIRED OPEN SPACE = 25% 25% PROPOSED OPEN SPACE = 2.01Ac ON -SITE WETLANDS 1.07Ac WETLANDS /BUFFERS (TRACT H) +0.31 UPLAND BUFFERS + 2.58 LOT PERVIOUS AREA \1 50% OF POND AREA +0.15Ac OPEN SPACE /ACCESS TRACT B) ((+ 2.91 LOT PERVIOUS AREA r' +0.27 OPEN SPACE TRACT = 3.8OAc. (42.36 %) =6.13 Ac. (47.63 %) °, A.,.__A.,.__ A.,.__ A.,.__ A.,.__ A.,.__ A.,.__,,^,._ ,^,._..r,._..,,._..r,._. l-,- . -./\- �\-,^,- �\-,^,- �\-,^,- �\_.^._, ,� _.^._, ,� _„ 0 OPEN SPACE REQUIREMENTS FOR PHASE 2 WILL BE MET WITH THE ADDED BENEFIT OF THE RECREATION AREA LOCATED IN THE CITY OF WINTER SPRINGS PART OF THE DEVELOPMENT. I T3, 11 11:4 1 '"IM. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland Florida 32751 (407) 629 -8330 JOB # U pr) 05/06/14 DATE: Z SCALE: NTS r, Q 0 0 N APPROVED 0 C14 Lr) N 0 0I � r- I O co m LL_ N r, N z#zz LL_ w N n r- o O a Q I Z O J J - 0) o to Z? a L" ,-. o_ O:f Of = - N v C� O =) z W :2 o cn J o r O ~ I- O F) < :D z _W J U F- Q L, 0 JOB # 13086 pr) 05/06/14 DATE: N SCALE: NTS r, BY: RJS DRAWN BY: r- APPROVED r, o N 0 0I L0 co m z#zz o z W z L n o_ ~ C� N � W Q Y o = O U I- F- � :D z Q - Q L, 0 �p w w > z Q 0 U �_ z 0� w w U JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS E]] APPROVED BY: DAS NT -1 GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND METHODS, SHALL MEET THE MOST CURRENT EDITIONS OF THE DESIGN STANDARDS, THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE UTILITY ACCOMMODATION MANUAL, AND THE CITY OF WINTER SPRINGS CITY CODE./3\ 2. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL MEET AND SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT /ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ANY AND ALL NEEDED LICENSES AND PERMITS REQUIRED FOR CONSTRUCTION PURPOSES. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. 5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN, MOORHEAD, & GLUNT INC., PHONE (407) 629 -8330, FOR PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION. 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS. 11. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) AND SUBSEQUENT REVISIONS AND ADDENDUMS, AS PUBLISHED BY F.D.O.T., AND CITY OF WINTER SPRINGS STANDARDS AND SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS TO FDOT PRIOR TO CONSTRUCTION. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND CITY OF WINTER SPRINGS AND F.D.O.T. APPROVED PROCEDURES. 13. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. CONTRACTOR SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS AND REQUIREMENTS FOR INSPECTION AND TESTING. 15. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT. 16. TOPOGRAPHY WAS PROVIDED BY GANUNG- BELTON ASSOCIATES, INC. 17. ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED UNDERGROUND. 18. NOTE REMOVED. 19. CHAPTER 17 -153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION. 20. THE CONTRACTOR SHALL TAKE SPECIAL NOTICE THAT ALL SPECIFICATIONS AND DETAILS SHOWN HEREON ARE BELIEVED TO BE THE LATEST AND MOST ACCURATE AT THE TIME OF DESIGN AND SUBMITTAL, HOWEVER THE ENGINEER DOES NOT WARRANTY ANY OF THE PROVIDED SPECIFICATIONS AND DETAILS. THESE SPECIFICATIONS AND DETAILS ARE SUBJECT TO REVISION BY THE ISSUING MUNICIPALITIES AND AGENCIES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL CONSTRUCTION, TESTING AND MATERIALS CONFORM TO THE LATEST EDITIONS OF THE DESIGN REFERENCES INCLUDING, BUT NOT LIMITED TO THE CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS, F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, F.D.O.T. MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS (GREEN BOOK) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 21. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY THE CITY OF WINTER SPRINGS & FDOT FOR PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE PROSECUTION OF THE WORK, RESULTING FROM ANY, OMISSION, NEGLECT, OR MISCONDUCT IN HIS MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR 0 MATERIALS. 22. DUKE ENERGY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH DUKE ENERGY TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS. 23. TELEPHONE UTILITY PROVIDER WILL INSTALL THE PROPOSED TELEPHONE DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH TELEPHONE UTILITY PROVIDER TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS. 24. ALL MAINTENANCE OF TRAFFIC SHALL ADHERE TO THE REQUIREMENTS OF THE DESIGN STANDARDS 600 INDEXES. 25. AS -BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE PROJECT ENGINEER UPON PROJECT COMPLETION. WATER 1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE, WATER LINES, CHECK VALVES, BACKFLOW PREVENTERS, GATE VALVES, ETC., SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRING'S STANDARD DETAILS AND LAND DEVELOPMENT CODES (L.D.C.). POTABLE WATER SYSTEM UP TO THE METER IS TO BE OWNED /MAINTAINED BY THE CITY OF WINTER SPRINGS. 2. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE. 3. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS AT CONFLICTS WHERE POSSIBLE. 4. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, EA.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, EA.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), ES., AND RULE 64E- 6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, EA.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY - OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, EA.C. 5. WATER LINES LESS THAN 4" IN DIAMETER SHALL BE PVC PIPE NSF LOGO SUITABLE FOR POTABLE WATER (200 PSI). IF INSTALLING PVC PIPE LESS THAN 4" IN DIAMETER THEN MUST CONFORM TO ASTM 1785(SCHEDULE 40, 80, 120) OR ASTM 2241(SDR21, MINIMUM PC 200). 6. ALL 4 " -12" WATER LINES SHALL BE PVC PIPE AWWA C -900, DR 18 OR HDPE DR11, MECHANICAL JOINTS AND RUBBER COMPRESSION RING JOINTS CONFORMING TO ASTM D3139. FROM P.O.S. FORWARD AS DESIGNATED BY F.S. 633, PIPE SHALL BE DR -14 AND TESTED AT 200 PSI FOR TWO HOURS. ALL 14 " -18" WATERLINES SHALL BE DIP CL52 AWWA C -151 OR HDPE DR -11. MECHANICAL JOINTS AND RUBBER COMPRESSION RING JOINTS CONFORMING TO ASTM D3139 UNLESS OTHERWISE SPECIFIED. 7. GATE VALVES SHALL CONFORM TO AWWA C- 509 -87, WITH WRENCH NUT EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. THEY SHALL BE IRON BODY, FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON- RISING STEM VALVES WITH 0 -RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES, CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS. 8. THE CONTRACTOR SHALL TAPE 14 GAUGE SOLID LOCATOR WIRE TO ALL WATER LINES AT 10' +/- INTERVALS. WIRE CONNECTIONS TO BE SILICONE FILLED SELF SEALING TYPE CONNECTOR APPROVED BY THE CITY OF WINTER SPRINGS. 9. SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA CURRENT EDITION AT THE TIME OF CONSTRUCTION. 10. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 4 -1/2" INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE POSITIONED NOT MORE THAN 10 FEET AWAY FROM THE CURB OR BERM OF THE ROADWAY. 11. MADDEN, MOORHEAD, & GLUNT, INC.. AND THE CITY OF WINTER SPRINGS UTILITY DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING AND DISINFECTION OF THE WATER LINES, PHONE (407) 629 -8330 MADDEN, (407) 665 -2143 CITY OF WINTER SPRINGS. 12. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY - INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWWA C600 OR M23 AS APPLICABLE. 13. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651- DISINFECTING WATER MAIN, INCLUDING ANY REQUIRED TESTING BY THE CITY OF WINTER SPRINGS. 14. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS- BUILT" INFORMATION RELATIVE TO LOCATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE WATER LINE CONSTRUCTION. THE CITY OF WINTER SPRINGS WILL NOT ACCEPT ANY LINE PRIOR TO RECEIVING A COPY OF THE AS -BUILT DRAWINGS. 15. CONTRACTOR SHALL SCHEDULE ALL TESTING TO ALLOW THE ENGINEER'S ATTENDANCE. FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE ENGINEERS OPTION AND AT THE CONTRACTOR'S EXPENSE. 16. POTABLE WATER SYSTEM TO BE OWNED & MAINTAINED BY THE CITY OF WINTER SPRINGS. CITY OF WINTER SPRINGS TO OWN SYSTEM UP TO METER, AN EASEMENT WILL BE PROVIDED FOR ALL UTILITIES TO BE MAINTAINED BY THE CITY OF WINTER SPRINGS. 17. BLUE REFLECTORS SHALL BE INSTALLED IN THE MIDDLE OF THE TRAFFIC LANE NEAREST THE HYDRANT PER SFPC 602.5.3. 18. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. 19. TO MAKE WET TAPS USE EITHER DUCTILE IRON MECHANICAL JOINT OR FABRICATED STEEL TAPPING SLEEVE. THIS TAPPING SLEEVE SHALL BE PROPERLY RECESSED FOR TAPPING VALVE. TAPPING VALVE SHALL BE RESILIENT SEATED GATE VALVE CON- FORMING TO ANSI /AWWA C509 WITH 2" SQUARE OPERATOR NUT. MATERIAL SPECIFICATIONS ARE PER THE CITY OF WINTER SPRINGS LDC WATER DISTRIBUTION SYSTEMS. 20. ALL WATER SERVICE LATERALS OR STUBOUTS SHALL BE CLEARLY MARKED BY ETCHING OR CUTTING IN THE CONCRETE CURB AND "S" FOR SANITARY AND A "W" FOR WATER. WHERE CURB DOES NOT EXIST OR IS NOT PLANNED, SERVICE LINE LOCATIONS SHALL BE ADEQUATELY MARKED BY A METHOD APPROVED BY THE CITY OF WINTER SPRINGS, BUREAU OF PUBLIC WORKS. 21. A CONSTRUCTION METER IS REQUIRED BY THE CITY OF WINTER SPRINGS. 22. CURB STOP LOCKS ARE REQUIRED ON THE SERVICES PER CITY OF WINTER SPRINGS. 23. SERVICES SHALL BE BURIED AFTER FINAL WALK THRU ACCEPTANCE. SANITARY SEWER 1. ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D -3034, SDR 35. 3. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER UNLESS OTHERWISE NOTED. 4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER UNLESS OTHERWISE NOTED. 5. ANY UPGRADE IN SANITARY SEWERS SHALL BE TO PVC C -900. THE USE OF DIP FOR UPGRADING IS NOT ALLOWED. 6. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 7. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS /LATERALS AND WATER MAINS /LATERALS, SEE WATER NOTES 3 & 4. 8. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM D -2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL. 9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, OR THE COMPUTED EQUIVALENT FOR SHORTER LENGTHS OF TIME. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES AND ORDINANCES OF THE WASTEWATER TRANSMISSION AUTHORITY INCLUDING ADVANCE NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING. 10. MADDEN, MOORHEAD, & GLUNT, INC. SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (2 FULL WORKING DAYS) PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER, PHONE (407)629 -8330. 11. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE. LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION. 12. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF LIMEROCK BASE. 13. MINIMUM SLOPE ON ALL 8" SANITARY SEWER GRAVITY MAINS TO BE 0.3 %. 14. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN "S" INTO THE CURB. 15. AIR RELEASE VAVES SHALL BE REQUIRED AT ALL HIGH POINTS ALONG THE FORCE MAIN. 16. ONSITE WASTEWATER COLLECTION SYSTEM IS TO BE OWNED AND MAINTAINED BY CITY OF WINTER SPRINGS, UP TO THE ROW LINE. PAVING AND DRAINAGE 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND CITY OF WINTER SPRINGS SPECIFICATIONS. THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE GRADING PLAN. 2. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND THE CITY OF WINTER SPRINGS SPECIFICATIONS. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL DURING THE CONSTRUCTION PHASE PER SJRWMD, FDEP, & THE CITY OF WINTER SPRINGS REQUIREMENTS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SITE. ALL SITE GRADING IS TO CONFORM TO THE GEOTECHNICAL REPORT, SPECIFICATIONS AND DETAILS. 6. SOIL BORINGS AND SOIL ENGINEERING SERVICES HAVE BEEN PROVIDED BY UNIVERSAL ENGINEERING SCIENCES, INC. AND ADDITIONAL SERVICES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST TO THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. EXCAVATION OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORTS PREPARED BY UNIVERSAL ENGINEERING SCIENCES, INC. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE. AN ARBOR PERMIT MAY BE REQUIRED FROM THE CITY OF WINTER SPRINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OWNER FORTY -EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN, MOORHEAD, & GLUNT, INC. IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED, AND /OR OF PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 10. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF WINTER SPRINGS AND A.D.A. SPECIFICATIONS. 11. ALL MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE. 12. THE CONTRACTOR SHALL USE CONCRETE WITH A MIN. 28 DAY STRENGTH OF 3,000 P.S.I.. 13. ALL SIDEWALK WIDTHS SHALL BE 4' OR AS NOTED AND SHALL HAVE 1" DEEP CONTRACTION JOINTS EVERY 5' AND AN EXPANSION JOINT EVERY 20' MIN. SIDEWALK SLOPES SHALL BE 2% MAX. CROSS SLOPE. MINIMUM LENGTH OF SIDEWALK SECTION SHALL BE 20'. 14. PROVIDE F.D.O.T. TYPE III SILT FENCE ALONG THE PROPERTY LINES DURING CONSTRUCTION AS REQUIRED TO PREVENT SEDIMENTATION. 15. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT DIRECTLY TO CITY OF WINTER SPRINGS AS SOON AS THEY ARE GENERATED. CLEARANCE FROM CITY OF WINTER SPRINGS SHALL BE RECEIVED PRIOR TO PAVING. 16. CONTRACTOR SHALL COMPLY WITH ALL OF CITY OF WINTER SPRINGS REQUIREMENTS FOR INSPECTION AND TESTING. 17. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 18. ALL PAVEMENT MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL EQUIPMENT AND INSTALLATION SHALL MEET CITY OF WINTER SPRINGS TRANSPORTATION ENGINEERING AND FEDERAL BUREAU MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) STANDARDS ADN REGULATIONS AND REQUIREMENTS AND REQUIREMENTS AS WELL AS THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE (L.D.C.). 19. REGULATORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 20. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 21. CONCRETE SIDEWALKS AT ALL COMMON AREAS TO BE CONSTRUCTED WITH INFRASTRUCTURE. 22. ALL DISTURBED AREAS WITHIN THE CITY OF WINTER SPRINGS OR FDOT RIGHT -OF -WAY SHALL BE SODDED. 23. PONDS AND SWALES WILL BE SODDED AND CONSTRUCTED ALONG WITH THE INFRASTRUCTURE. 24. POND SLOPES AND BERMS SHALL BE SODDED TO BOTTOM FOR DRY PONDS, 3' BELOW NWL FOR WET PONDS. 0 25. ROADWAYS AND PARKING AREAS ARE DESIGNED IN SUBSTANTIAL ACCORDANCE WITH THE APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FDOT, LATEST EDITION AND THE CITY OF WINTER SPRINGS SPECIFICATIONS. 26. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 27. THE CONTRACTOR SHALL CONSTRUCT ALL STORM SEWER APPURTENANCES IN ACCORDANCE WITH THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS, FDOT REQUIREMENT, AND CITY OF WINTER SPRINGS SPECIFICATIONS. 28. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION ", AND CITY OF WINTER SPRINGS SPECIFICATIONS AS WELL AS REQUIREMENTS FOR SITE WORK AS SHOWN IN GEOTECHNICAL REPORTS AS PREPARED BY UNIVERSAL ENGINEERING SCIENCES. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES, EASEMENTS, ETC. UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 30. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL PAVEMENT HEADWALL /ENDWALL FOOTINGS, RETAINING WALLS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS PERFORMED PRIOR TO CONSTRUCTION. 31. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF WINTER SPRINGS AND FDOT SPECIFICATIONS FOR STRIPPING, CLEARING, GRUBBING, GRADING, BACKFILLING, AND EMBANKMENT PREPARATION WITHIN ALL DESIGNED ROADWAY RIGHT -OF -WAY SECTIONS. 32. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF- ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF - ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED SOILS ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. 33. COMPACT ALL UTILITY TRENCHES WITHIN THE TOP 2' OF THE ROADWAY TO 98% OF THE MODIFIED PROCTOR DENSITY: WITHIN OTHER AREAS TO 95 %. 34. IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL THE THE AXIS OF FILL. THE SOIL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. 35. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM SITE. 36. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H -20 LOADING. 37. CONTRACTOR TO ENSURE POSITIVE FLOW WITHIN STORM SEWER SYSTEM, ANY AREAS OF STANDING WATER IN THE PIPING SHALL BE CAUSE FOR REJECTION. 1. EXCAVATING CAUTIOUSLY: THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN THE PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. TELEPHONE NOTIFICATION: THE CITY OF WINTER SPRINGS DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, GRAVITY SEWER OR WATER MAIN BREAK OR DAMAGE AT (407) 327 -7597. 3. REPAIR IMMEDIATELY: ALL DAMAGE TO CITY OF WINTER SPRING'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY OF WINTER SPRINGS UTILITIES INSPECTOR, CITY OF WINTER SPRINGS MAY PERFORM REPAIRS AND Q THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. 4. CITY OF WINTER SPRINGS UTILITIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CITY OF WINTER SPRINGS UTILITIES CONSTRUCTION INSPECTION SECTION - (407) 327 -7597. CITY OF WINTER SPRINGS UTILITIES WASTEWATER DIVISION - (407) 327 -7597. CITY OF WINTER SPRINGS WATER DIVISION - (407) 327 -7597. CITY OF WINTER SPRINGS UTILITIES ENGINEERING DIVISION - (407) 327 -7597. 5. ADVANCE NOTIFICATION OF CONSTRUCTION: THE CITY OF WINTER SPRINGS UTILITIES CONSTRUCTION SECTION ((407) 327 -7597) SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. ADVANCE NOTIFICATION OF PENDING CONNECTION: THE CITY OF WINTER SPRINGS WATER DIVISION ((407) 327 -7597) AND CITY OF WINTER SPRINGS WASTEWATER DIVISION ((407) 327 -7597) SHALL BE NOTIFIED AT LEAST (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE -INS AND VALVE OPERATIONS. 7. OPERATION OF CITY OF WINTER SPRINGS VALVES: WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY CITY OF WINTER SPRINGS UTILITIES INSPECTOR ((407) 327 - 7597). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. 8. OPERATION OF CITY OF WINTER SPRINGS PUMP STATION: THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT DOWN CONTROL WITH AN CITY OF WINTER SPRINGS UTILITIES INSPECTOR ((407) 327 - 7597). SITE DATA SOUTHERN OAKS (CITY OF WINTER SPRINGS) 1. FUTURE LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL, CONSERVATION & 05/06/14 SCALE: CONSERVATION OVERLAY 2. EXISTING LAND USE: LOW DENSITY RESIDENTIAL & CONSERVATION 3. CURRENT ZONING: R1A 4. OVERALL PROJECT LAND AREA: 42.27 ACRES OR 1,841,281 SQUARE FEET 5. GROSS LAND AREA (WINTER SPRINGS): 33.30 ACRES OR 1,450,527 SQUARE FEET 6. WETLANDS: 8.955 ACRES (WITHIN CITY OF WINTER SPRINGS LIMITS) 7. WETLANDS TO BE FILLED : 0.001 ACRES (64 S.F.) 8. NET LAND (DEVELOPABLE) AREA: 24.346 ACRES OR 1,060,511 SQUARE FEET 9. MAXIMUM # OF LOTS ALLOWED: 97 UNITS 10. PROPOSED # OF LOTS: 54 UNITS 0 11. EXISTING DENSITY: 0 2.22 DU /AC (MAXIMUM DENSITY 3.5 DU /ACRE) 12. PROPOSED DENSITY: 2.72 DU /AC (MAXIMUM DENSITY 3.5 DU /ACRE) A2 13. SOUTHERN OAKS PHASE 2 (WINTER SPRINGS & OVIEDO) WILL BE BUILT IN ONE PHASE 14. MIN. LOT SIZE: 8,000 S.F. - MIN WIDTH AT BSL 75' 15. MIN. LIVING AREA (UNDER HEAT & AIR): 1,500 S.F. 16. EXISTING IMPERVIOUS AREA 0.12 ACRES - (5,255 S.F.) 0.36% IMPERVIOUS OVER THE SITE 17. BUILDING SETBACKS: O =) z FRONT: 25' SIDE: 7.5' f­ REAR: 25' 0 0 SIDE STREET: 15' O 19. MAX. BUILDING HEIGHT: 35' (2- STORY) 20. PROJECTED TRAFFIC VOLUME: 54 DU @ 9.51 TRIPS/ DU= 513 ADT, ITE 9TH EDITION 21. PROJECTED STUDENT POPULATION: 54 DU © 0.404 STUDENTS/ DU = 22 STUDENTS 23. PROJECTED WATER DEMAND: 54 DU @ 350 GPD = 18,900 GPD 24. PROJECTED SEWER DEMAND: 54 DU 0 300 GPD = 16,200 GPD 25. ADJACENT LAND USE NORTH - PUBLIC /SEMI- PUBLIC & R -3 SOUTH - ROW EAST - ROW, LDR, & R -3 WEST - LDR & COMMERCIAL 0 26. ADJACENT ZONING NORTH - R -C1 SOUTH -ROW & R -1 WEST - R -1A & C -1 EAST - R -C1 & ROW 0 -u ► I 0 1 ►e 1. A NEW HOMEOWNERS ASSOCIATION WILL BE ESTABLISHED TO MAINTAIN ALL PRIVATE STREETS, SCREEN WALLS , LANDSCAPING, IRRIGATION, AND RETENTION PONDS. THIS WILL BE A GATED COMMUNITY WITH PRIVATE STREETS WITH THE HOME OWNERS ASSOCIATION TO FUND ALL MAINTENANCE OF PRIVATE STREETS, STORMWATER SYSTEM & WILL OWN AND MAINTAIN STREET LIGHTING SYSTEMS. 2. WATER SERVICE TO BE PROVIDED BY CITY OF WINTER SPRINGS UTILITIES. 3. SEWER SERVICE TO BE PROVIDED BY CITY OF WINTER SPRINGS UTILITIES. 4. STREET LIGHTS TO BE INSTALLED BY DUKE ENERGY CORP. 5. PROJECT SIGNAGE IN ACCORDANCE WITH SIGN ORDINANCE FOR THE CITY OF WINTER SPRINGS FOR GROUND MOUNTED SIGNS. 6. EXISTING LAND USE IS A COMBINATION OF LOW DENSITY RESIDENTIAL AND ACTIVE AGRICULTURAL USES. 7. UTILITY EASEMENTS TO BE GIVEN TO THE CITY OF WINTER SPRINGS FOR MAINTENANCE OF CITY OWNED UTILITY SYSTEMS AND DRAINAGE EASEMENTS WILL BE DEDICATED TO THE CITY FOR EMERGENCY OPERATION AND MAINTENANCE OF THE RETENTION POND. 8. PRIMARY MAINTENANCE TO BE BY HOA WITH ACCESS /MAINTENANCE RIGHTS TO ALL APPLICABLE SERVICE PROVIDERS. 9. PROJECT IS WITHIN THE RECOMMENDED RESPONSE DISTANCE OF 2.5 MILES FROM THE NEAREST FIRE STATION. 10. PRESERVED WETLANDS TO BE POSTED WITH NOTIFICATION SIGNS. 11. CONSERVATION AREAS HAVE BEEN FIELD LOCATED BY BIO TECH CONSULTING, INC. WETLAND LINES HAVE BEEN REVIEWED AND AGREED TO BY THE SJRWMD. A 12. WAIVERS WERE GRANTED BY THE CITY COMMISSION ON SEPTEMBER 9, 2013 TO: Q 1) SECTION 20- 451(F)(2), SEPARATION OF TOWERS FROM OFFSITE USES USED TO CALCULATE MAXIMUM TOWER HEIGHT, WHICH PERMITTED LOTS 47 -49 TO BE WITHIN THE AREA OF SEPARATION BETWEEN A CELL TOWER AND SINGLE - FAMILY LOTS. 4 2,. --,- 1- �ww- a,,.- a,,. -w,- , -,.,,- ,.- w,..�,,.- a,,.- w,,,- ,,. -.1 , -.,,.- ,- - �o,- ,,.- ,,- .,,.....,.,,. -� -- - �,,.- �,,.- �,,.- �,,...o,,- ,- �,,. -�, l- �o._.,,- -",> - , SECTION 20 -165, BUILDING AREA REGULATIONS WHICH PERMITTED A MINIMUM WIDTH OF 70 -FEET AT THE BUILDING LINE FOR LOTS 90, 91, 94, AND 95 TO NOT BE 15- PERCENT GREATER IN WIDTH THAN THE MINIMUM ESTABLISHED PER THE R -1A ZONING DISTRICT. 3) SECTION 9- 127(C), CORNER LOTS WHICH PERMITTED LOTS 89, 92, 93, AND 96 TO NOT BE 15- PERCENT GREATER IN WIDTH THAN THE MINIMUM ESTABLISHED PER ;THE R1 -A ZONING DISTRICT. 13. SEWER SYSTEM TO BE OWNED BY THE CITY OF WINTER SPRINGS, WHERE SERVING UNITS WITHIN WINTER SPRINGS. 14. ALL SANITARY AND SEWER LATERALS ARE TO BE VIDEO INSPECTED WITH COPY OF A DVD PROVIDED TO THE CITY FOR REVIEW ALONG WITH ASBUILT DRAWINGS. 15. ALL CONSTRUCTION DUMPSERS FOR SOLID WASTE GENERATED WITHIN THE CITY OF WINTER SPRINGS SHALL BE PROVIDED BY WASTE PRO. 16. ALL ELEVATIONS ON THE PLAN ARE BASED OFF NAVD 88 DATUM SEMINOLE Q COUNTY BENCHMARK DESIGNATION #4731901 ELEV. 25.912 STORMWATER MANAGEMENT 1. THE STORMWATER SYSTEM FOR THIS PROJECT WILL BE DESIGNED IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS AND STATE REGULATIONS. 2. OUTFALL FOR THE SYSTEM WILL BE INTO ADJACENT SOLARY, AND EVENTUALLY FLOWS TO LAKE JESUP. 3. ALL LOTS LOCATED WIITHIN ZONE "X" (AREAS OUTSIDE OF THE 100 YEAR FLOOD PLAIN) AS SHOWN ON THE FIRM MAPPING FOR CITY OF WINTER SPRINGS, MAP NUMBER 1202950180F, EFFECTIVE DATE SEPTEMBER 28, 2007. PORTIONS OF PROPERTY WITHIN PRESERVED WETLANDS AND RETENTION POND SITE LIE WITHIN THE 100 YEAR FLOOD PLAIN. 0 4. ALL STORM PIPING IS TO BE VIDEO INSPECTED WITH COPY OF A DVD PROVIDED TO THE CITY FOR REVIEW ALONG WITH THE AS -BUILT DRAWINGS. Yi I I �i I I G7 I [� P► �� 1. SEE GEOTECHNICAL REPORT BY UNIVERSAL ENGINEERING SCIENCES INC. FOR ADDITIONAL GEOTECHNICAL INFORMATION. 0 2 2. A CERTIFICATION FROM THE GEOTECHNICAL ENGINEER WILL BE REQUIRED STATING THAT THE MUCK HAS BEEN REMOVED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND THAT THE EARTHWORK CONDITIONS ARE SATISFACTORY FOR SINGLE FAMILY HOME CONDITIONS. UTILITY PROVIDERS: 1. SEWER AND WATER SERVICE TO BE PROVIDED BY THE CITY OF WINTER SPRINGS. 2. ELECTRICAL POWER TO BE SUPPLIED BY DUKE ENERGY. 3. TELEPHONE SERVICE TO BE PROVIDED BY AT &T. 4. CABLE TELEVISION AND INTERNET TO BE PROVIDED BY BRIGHTHOUSE NETWORK. OPEN SPACE CALCULATIONS (OVERALL PROJECT): EXISTING OPEN SPACE = 42.03 Ac (99% OF OVERALL 42.27 Ac) REQUIRED OPEN SPACE = 25% 42.27 x 0.25 = 10.57Ac PROPOSED OPEN SPACE = 11.76Ac WETLANDS /BUFFERS (TRACTS E,I) 1.6OAc 50% OF POND AREA (TRACT C -ABOVE CONTROL ELEV.) 2.05Ac OPEN SPACE /ACCESS (TRACTS B.D.F.H) =15.41 Ac. (36.46 %) I TJ 11 11 =1 I IN •• •� �� CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U M 05/06/14 SCALE: z DESIGNED BY: RJS DRAWN BY: r- APPROVED 0 r- Q 0 N w Ln 0 04 r- c0 m r zllz I O U) r, N V_ N W to Lro- z O Q Q 0 I r, Q Z O -i J o 0) M � U) Q ,� .-. z w of � C] v O =) z J f­ 0 0 0 I- O r) g W >_ J H U U U JOB # ��� M 05/06/14 SCALE: N DESIGNED BY: RJS DRAWN BY: r- APPROVED BY: DAS r- rl- N o 00 w Ln c0 m zllz o z w L U � Q U a_ U) W Y O o a N O � z m Q - Q LL 0 w - � w z � > Q o U F- z w M af w v JOB # ��� DATE: 05/06/14 SCALE: N TS DESIGNED BY: RJS DRAWN BY: RCS APPROVED BY: DAS w w w m M M N M M M f­ 0 0 0 Z U U U LLI � CD 0 z z z U E E cr F(nUlcn z a:: ck: ck� � � � o U Z_ Z_ Z_ W =' 3' 3' z o 0 0 WL-�I (n U U U WWww CL a- a_ a_ O_ m 0 w 0 w 0 w 0 w 5; c2 cn cn C W w w w w Q� Q:� I cl:� I 0:� I 0:� ���� w N P T Q m rn c� - Nr7d- �cOI�00a��� JOB # 13086 DATE: 05/06/14 SCALE: N TS DESIGNED BY: RJS DRAWN BY: RCS APPROVED BY: DAS NORTH 114 CORNER SECTION 3 T21S-R31E REC IP b -�t ALL EXISTING DRIVEWAYS AND STRUCTURES NOT-�- THE FUNCTION OF SWEETWATER CREEK V- NECESSARY FOR A 00',30'13' W 2478,44' ALONG PROJECT R.O.W. FRONTAGE TO BE REMOVE (40' ONNW) PG.31) 20.00' 25 00' A' M` DEL A:� T 23.19' 3 W 30.00' FE MA FLOOD Y X, . ..... A----- ------------------------- - NOTE: ONLY CULVERTS UNDER NOT PLATTED DRIVEWAYS TO BE REMOVED > FFMA ZONE "Y' BRICK, I II X i II FENCE X "Ol N O,X A (TREE SAVE so UNE, NORTH 112 AREA (TYP I - I SE 1A A A sw � Nw1 I I SECTON -1-72IS-R,31C PER 0A 3967, PAGh 585 ,,, 1 ^EN r I I N T1, (771FICRETRA. BREAKDOWN) A �REMOVE EXISTING 24" RCP 4PIPE IN THIS AREA. RESTORE 15" CPP (SOUTH)l INVERT= 15.05' lf 5, bpp (NORTH) T- 17 NOT PIATTED p8'x1100' r- I . 1 23.19' AREA OF DEMOLITION - ALL EXISTING STRUCTURES, DRIVEWAYS, UTILITIES, DRAINAGE PIPES, FENCES, WELLS, TREES (UNLESS NOTED OTHERWISE), ETC., TO BE REMOVED. EXISTING EASEMENTS TO BE REMOVED APPROXIMATE LIMITS OF SILTY/ORGANICS PER UNIVERSAL ENGINEERING SCIENCES FINAL GEOTECHNICAL REPORT #1146485. CONTRACTOR TO COORDINATE WITH UNIVERSAL ENGINEERING SCIENCES DURING CONSTRUCTION TO ENSURE COMPLETE REMOVAL OF UNSUITABLE MATERIAL AREA OF TREE SAVE, SEE LA PLANS FOR DETAILS P1,01 I III E-11 to] V Q 11 1ORTD:1111 I WTINN 102 -.1919 9 21 Z EXISTING RIGHT OF WAY TO BE VACATED (FLORIDA AVENUE) 7 U 7 7 -7 F� EXISTING DITCH TO BE FILLED EXISTING WETLANDS TO REMAIN EXISTING WETLANDS TO BE REMOVED PEAT/UNSUITABLE MATERIAL TO BE REMOVED (REFER TO GEOTECHNICAL REPORT FOR DETAILS) A ( X = TREES TO BE REMOVED ON CITY OF WINTER SPRINGS PROPERTY ....... N 00`3 I'l 6' W 4k - 2659�40* CE�ISTI'N 'GHEADWALL, ' DRAINAGE FLUME, AND PIPE TO REI IN)AA2 �1* ll - - - - - - - - - - - - - 90 11-N *% to x --C >1 22' 5q 9 kE GA X NI ARIE CORNER O-�B.10, PG.83, �000 g K, §E s 1 NOR`TH- 14Z* CIN& 1,77 -77T 4, 4 7 -47 , AN qV 111, 4, �k W& LAND LbV0 PPW SURftY BY4'ALD1 Jfflc. 'v 44TED I ,41061 (45 17U11 „NISMED) AV Y q� \V 41, 'ill 4V 41 b,,"' •1: "N I, 111 `11 + 'j, QVI 41 W 5fi„ 4`1 41 I'll III, 111k IV 14, "Sr 14, 141 * A, + IV 41 41 14, 41 4, IV 41 4, 4, + 4, IV w h, yd., + 4, 4• + BLANKET 4, 1,WETL&VD TJO�75, PER SURV%FY AlfT IS Lr- 1�, 'a H D DA ED 11/C6106 '(AS F RNISH. D) "IR 41 j, 1�6t T) V Q/ 41 41 286 00' 3& 4, + P.O.B., "'FwRMA' AVE ROW I, (NOT IINCI UDED) K- , 1p + N 00-21'21-,W 25.09,1' N, EASTERLY RIW N 00D,,1`S1 w LINE (Q) N 00'm w R 1 316,87" '*5-2 20,001 -"IN 336,45' S 00'21 N1 E 6,93,41 DITC P MES DITCH WINTER L 10 00' , W- BARRINGTON ESTATES IESS OUT DI NOT PLATTED SPRINGS (PRESERVE ARFA) 7'01,EDO (P,B,62, FC,77) 7RA CT " D' RARpXfGT0N ESTATES CITY BOUNDARY (P,B,62, PG 77) m 22' ALLEY a �Cl 0, ET ITCH DIRT ROAD D=24016'36" F-A-R-Y� I �g q� 1PARCEL 1 1A, 16.20' L=261.09' C=259.14' CB=N 78025'25" W R Z 4 R CEL CONC POLE BARN CONC FEMA ZONE "X" [3-cONC 0 :z WELL 0 �'-CONC ARIE PARCEL 2 PP GARAGE )NC CONC FIRST CHAIR DIRT PARCEL 2 SHED LOTS EAST 112, WEST 112, LESS EA� LOTS 17 & 18 (P.B. 1, PG. , ONE STORY RESIDENCE DIRT POLE POLE BILE BARN HOME .......... I .............. ONE STORY ........... . . "° ...... Y To . ........ . .... E rtdr R I D YOE CONC .......... WOOD ............... 11C STRUCTURE "N .. . .. .......... . .............. WELL NN ", '11, NN ..... I ....... , ...... . .... . ... 'AN N, IN . . . I ........ . ..... . .. I .... .... . . .......... 0�k co �D UPLAND ... ... . ....... .................. ......... .... 00 UPLAND WETLAND . I .... ............ I "'IN 1 1,1 ............... . I .. . .. . . . . . . . . ............ I WEST LINE, SOUTHWEST 114, N 00*01'21 W EAST LINE SECTION 3-T21S--R31E 633,99' HAMMOCK RESERVE "-P,0.B- PARCEL 2 D1, � (15 D, (P,&76, PGS, 62-66) NOT PLATTED . ...... " TRACT H N 00 ';11 21 W HAMMOCK RESERVE 2654,80' (CONSFRO4770N EASEMENT) (P,1176, PGS. 62-66) HAMMACK RFSEPVE (P,B,76, PGS. 62--60) NOTES: 1 WELLS MUST BE ABANDONED IN ACCORDANCE WITH FAC 64E AND ALL FIDEP REGULATIONS 2) UTILITY REMOVAL TO BE COORDINATED WITH APPLICABLE PROVIDER. North GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) I inch = 100 ft r mm I I T L111114Z CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 (10 04 • E0 05/06/14 04 SCALE- CL DESIGNED By. RJS z I CN 4 I cl) C14 IL V z LO 0 E• • z U) • cr LL- w• W mr U) CD �7 C:) z < • LLJ Ld D rn 0 88 _j 0 0 Ld -i < • (10 13086 V) 05/06/14 04 SCALE- DESIGNED By. RJS DRAWN BY: 0 0 CN 4 BY: DAS C14 L"i LO 0 (D LL- U) ^ n C)4 Zv1-- LL- LLJ C14 d C:) z < < Ld LJ rn 0 _j 0 0 -i < _j L� cr r C,4 Ld gg < ci 0 0 z :m 0 < -J < 0 ( Ld Ld LLJ > < z < 0 0 r) (10 13086 V) 05/06/14 04 SCALE- DESIGNED By. RJS DRAWN BY: - RJS APPROVED BY: DAS LO (D (D LU Zv1-- d z Ld LJ z a_ 0 f= V) < Ld < y 0 0 F-- ( Ld LLJ > < z < 0 r) W w 0 (10 13086 DATE: 05/06/14 1 "=1 00' SCALE- DESIGNED By. RJS DRAWN BY: - RJS APPROVED BY: DAS Ld 0 cn CD Uj = :2 E m 0- (c) Lf) C-) cr 0 LLJ (= LLJ 0 C> U U V) z w LLJ w 1.1 0 a_ o- Fn m L'i n Uj 5; Ld LAJ ELI (Y w w I LIJ u-) F-- 04 Z_- m O c14�r-+;j+r)c0 r--100�Cy)J�Dj JOB # 13086 DATE: 05/06/14 1 "=1 00' SCALE- DESIGNED By. RJS DRAWN BY: - RJS APPROVED BY: DAS A I TkA 2 A 0) cV L6 Uj E) 04 K� 0 .0 (D 6 E 4) n (.0 00 0 �2 to 04 z c 00 0 A DRAINAGE EASEMENT ROW (TRACT A) A APPLICANT TO PAY INTO SIDEWALK FUND FOR THIS PORTION OF SIDEWALK ALONG -LE0N-ST.----LEN-GH-T----22O-LF FOR PORTION WITHIN CITY OF OVIEDO LIMITS ONLY ZONING- R-1 4TE-FZ---- RINGS S OVIEDO ( 618 LF ROW FRONTAGE WITHIN CITY OF ❑VIED❑ 952 L F ROW FRONTAGE LD 0 ROW DEDICATION TO COUNTY (TRACT j) A m 74 1 73 1 72 L - - -J F 71 JF- F-- 78 L L II L-- W-1 WETLAND TO BE REMOVED AREA=5,061 SF / 0.12 Ac OPEN SPACE/ACCESS/ LANDSCAPE (TRACT B) 1 FF 96 89 SOIL TABLE BASINGER AND DELRAY FINE SANDS BASINGER, SAMSULA, AND HONTOON SOILS, DEPRESSIONAL BASINGER AND SMYRNA FINE SANDS, DEPRESSIONAL MYAKKA AND EAUGALLIE FINE SANDS SOIL BOUNDARY s®®®%1 ® ®® ❑ PHASE 2 TRACT TABLE(WINTER SPRINGS) # DESCRIPTION OWNERSHIP 95 i 90 R.O.W. HOA L - - - - C RETENTION F 3.67 11.02 D OPEN SPACE 94 0.85 91 E WETLAND / BUFFER HOA 10.38 31.17 F LIFT STATION Q F 0.07 0.21 G 93 i i 92 2.97 SOIL TABLE BASINGER AND DELRAY FINE SANDS BASINGER, SAMSULA, AND HONTOON SOILS, DEPRESSIONAL BASINGER AND SMYRNA FINE SANDS, DEPRESSIONAL MYAKKA AND EAUGALLIE FINE SANDS SOIL BOUNDARY s®®®%1 ® ®® ❑ PHASE 2 TRACT TABLE(WINTER SPRINGS) # DESCRIPTION OWNERSHIP AREA (Ac) % OF SITE A R.O.W. HOA 3.26 9.79 C RETENTION HOA 3.67 11.02 D OPEN SPACE HOA 0.85 2.55 E WETLAND / BUFFER HOA 10.38 31.17 F LIFT STATION Q HOA QQ 0.07 0.21 G OPEN SPACE HOA 0.99 2.97 H WETLAND / BUFFER HOA 0.31 0.93 1 EXISTING TOWER FACILITY HOA 0.23 0.69 LOTS M 13.54 40.67 z 1 TOTAL: j 33.30 AI 100 A PHASE 2 TRACT TABLE(OVIEDO) # DESCRIPTION OWNERSHIP AREA (Ac) % OF SITE A R.O.W. HOA 2.03 22.63 B OPEN SPACE / ACCESS / LANDSCAPE HOA 0.15 1.67 H WETLAND / BUFFER HOA 1.07 11.93 J R.O.W. DEDICATION HOA 0.01 0.11 U) LOTS ZNZ 5.71 63.66 I c; TOTAL: 8.97 100 ( IN FEET ) I inch = 100 ft. j-1- IN Iralr• ll 51 CI will aMmum m a 1.1 m =I kv 0 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 JOB # - U M 05/06/14 DATE: C'4 1 " = 100' SCALE: 0 0 04 DRAWN BY: RJS 04 Lr) C) 0I L0 0 (c) m LL- U) r- ZNZ Li LL, 114 _) c; 0 <Z < O 0 Z -<J 0 M 0 F =) z Ld M 0 m < _j O ry 0 F < U 0 z Ld 0 0 LLJ JOB # - 13086 - M 05/06/14 DATE: C'4 1 " = 100' SCALE: DESIGNED BY: RJS DRAWN BY: RJS 0 BY: DAS C) 0I L0 (c) m Q0 Ld ZNZ c; z W Z 0 M < Ld N < Y O 0 U 0 U LLJ LLJ LLJ > < < 0 0 �2 ;z L, W C) L'i JOB # - 13086 - 05/06/14 DATE: 1 " = 100' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS M 0 U V) �2 ;z CD Uj 0-0 U) U t2 cr 0 = U) Uj F-- 2m m LLj 0 0 W U F-- V) F-) z or_ w Of of LLJ LLJ a- LLJ a- LLJ CL 0 C=) w C=) w c=1 w 0 LLJ (n (n U) (n Lij �> Uj �> Uj �> W �> LAJ ry w w Of Of LLJ N < N r) 04 P0 Itt Lo (D r- 00 CY0 - JOB # - 13086 - 05/06/14 DATE: 1 " = 100' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Uj E; C14 Ki 0 W 0 (D 00 0 �2 r 0- c W 00 0 r) 1-1 APPROXIMATE LIMITS OF SILTY /ORGANICS PER UNIVERSAL ENGINEERING SCIENCES FINAL GEOTECHNICAL REPORT #1146485. CONTRACTOR TO COORDINATE WITH UNIVERSAL ENGINEERING SCIENCES DURING CONSTRUCTION TO ENSURE COMPLETE REMOVAL OF UNSUITABLE MATERIAL SIDEWALK CONNECTION TO BACK OF MIAMI CURB FDOT STANDARD CROSSWALK STRIPING (TYP.) MIAMI CURB (TYP.) 4 UTILITY EASEMENT (TYP.) APPROXIMATE LIMITS OF SILTY /ORGANICS PER UNIVERSAL ENGINEERING SCIENCES FINAL GEOTECHNICAL REPORT #1146485. CONTRACTOR TO COORDINATE WITH UNIVERSAL ENGINEERING SCIENCES DURING CONSTRUCTION TO ENSURE COMPLETE REMOVAL OF UNSUITABLE MATERIAL WINTER SPRINGS IMMMMOMOMMMI CITY OF OVIEDO A 8' SIDE YARD SETBACK 25' REAR YARD SETBACK 80' MIN, 75' IN MUM 64' _.�I MINIMUM - I 20' FRONT YARD _j SETBACK 25' GARAGE SETBACK TYPICAL LOT 8' SIDE YARD SETBACK 8' SIDE YARD SETBACK CITY OF OVIEDO A 0 \CONSERVATION SIGN 4 (TYP.) I 90' MIN. 57' MINIMUM 75' MINIMUM 20' FRONT YARD I 25' SIDE STREET SETBACK SETBACK 25' GARAGE SETBACK TYPICAL CORNER LOT CITY OF OVIEDO AS GRAPHIC SCALE 50 0 25 50 100 200 10 I R100.0' ; SIGHT TRIANGLE AND DISTANCE - - - - -� - - - -- J -- - - - - -� I--- - - - --� ° i f PER FDOT REQUIREMENTS FOR ' R75.0> CROSSING MANEUVERS on r%l Rn n' 779' �I 6' WALL .� mss.. R75.0' � v I. I — —'— J SIGHT TRIANGLE AND DISTANCE ti FDOT REQUIREMENTS FOR 300 CROSSIING MANEUVERS ! +�•�,. 2 32.0 80.0' 80.0' 80.0 38.8' — 9 5f 907 5' SIDEWALK 46.4 I ( ) - - - - --i - - - --i �--- - --i -- 5 R43.10' I I 0 s DT1 TYP. 0 �I 42 I i 41 i i i i 39 0 �I i 38 R100. I 36 R.O. LINE I �, 0 5 WIDE WALL AND oPEN ?I I ,_I 15' (TYP.) ,I I I 37 26' I LANDSCAPE AREA SPACE/ �) ( �I (TYP.) I I ACCESS I I �I o ( °I I °I I NI LOT LINE a (WITHIN TRACT B) EASEMENT fl TRACT B - -_ i I I I I I I I I I (TYP.) 25' TYP. 8' TYP. —42.7' X15.0' I` — - - -( - -) L - - - - --J (— ) --J I-- - - - --I -- - - - --� I- - - -- �i ROW DEDICATION 10 0 —04 ....,,,162.1' z9' 7' 51.3' ( IN FEET ) 1 inch = 50 ft. x A NOTES: 1. CONTRACTOR SHALL PAY FOR AND OBTAIN THE REQUIRED SEMINOLE COUNTY PERMITS AND HOLD A PRE — CONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT KEITH DENTON, DEVELOPMENT REVIEW DIVISION, (407) 665 -7409 FOR INFORMATION ON SETTING YOUR PRE — CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER REQUIREMENTS. 2. ROADS AND BRIDGES IN SEMINOLE COUNTY ROW TO UTILIZE A TRACKLESS TACK COAT PER FOOT SPECIFICATIONS, SECTION 300. 3. CONTRACTOR WILL BE RESPONSIBLE FOR RESURFACING OF ANY DAMAGED ROADWAY ALONG DELEON STREET DUE TO THE CONSTRUCTION OF THIS PROJECT, AS DETERMINED BY THE COUNTY AFTER CONSTRUCTION HAS BEEN COMPLETED. Vim 1111:41 In •6•- I will • 1ROW" all hi CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 SHEET ST -2 F— 05/06/14 DATE: z Li 1 " = 50' r` 0 0 0 LO RJS Im o w N E i Q :s WINTER SPRINGS IMMMMOMOMMMI CITY OF OVIEDO A 8' SIDE YARD SETBACK 25' REAR YARD SETBACK 80' MIN, 75' IN MUM 64' _.�I MINIMUM - I 20' FRONT YARD _j SETBACK 25' GARAGE SETBACK TYPICAL LOT 8' SIDE YARD SETBACK 8' SIDE YARD SETBACK CITY OF OVIEDO A 0 \CONSERVATION SIGN 4 (TYP.) I 90' MIN. 57' MINIMUM 75' MINIMUM 20' FRONT YARD I 25' SIDE STREET SETBACK SETBACK 25' GARAGE SETBACK TYPICAL CORNER LOT CITY OF OVIEDO AS GRAPHIC SCALE 50 0 25 50 100 200 10 I R100.0' ; SIGHT TRIANGLE AND DISTANCE - - - - -� - - - -- J -- - - - - -� I--- - - - --� ° i f PER FDOT REQUIREMENTS FOR ' R75.0> CROSSING MANEUVERS on r%l Rn n' 779' �I 6' WALL .� mss.. R75.0' � v I. I — —'— J SIGHT TRIANGLE AND DISTANCE ti FDOT REQUIREMENTS FOR 300 CROSSIING MANEUVERS ! +�•�,. 2 32.0 80.0' 80.0' 80.0 38.8' — 9 5f 907 5' SIDEWALK 46.4 I ( ) - - - - --i - - - --i �--- - --i -- 5 R43.10' I I 0 s DT1 TYP. 0 �I 42 I i 41 i i i i 39 0 �I i 38 R100. I 36 R.O. LINE I �, 0 5 WIDE WALL AND oPEN ?I I ,_I 15' (TYP.) ,I I I 37 26' I LANDSCAPE AREA SPACE/ �) ( �I (TYP.) I I ACCESS I I �I o ( °I I °I I NI LOT LINE a (WITHIN TRACT B) EASEMENT fl TRACT B - -_ i I I I I I I I I I (TYP.) 25' TYP. 8' TYP. —42.7' X15.0' I` — - - -( - -) L - - - - --J (— ) --J I-- - - - --I -- - - - --� I- - - -- �i ROW DEDICATION 10 0 —04 ....,,,162.1' z9' 7' 51.3' ( IN FEET ) 1 inch = 50 ft. x A NOTES: 1. CONTRACTOR SHALL PAY FOR AND OBTAIN THE REQUIRED SEMINOLE COUNTY PERMITS AND HOLD A PRE — CONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT KEITH DENTON, DEVELOPMENT REVIEW DIVISION, (407) 665 -7409 FOR INFORMATION ON SETTING YOUR PRE — CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER REQUIREMENTS. 2. ROADS AND BRIDGES IN SEMINOLE COUNTY ROW TO UTILIZE A TRACKLESS TACK COAT PER FOOT SPECIFICATIONS, SECTION 300. 3. CONTRACTOR WILL BE RESPONSIBLE FOR RESURFACING OF ANY DAMAGED ROADWAY ALONG DELEON STREET DUE TO THE CONSTRUCTION OF THIS PROJECT, AS DETERMINED BY THE COUNTY AFTER CONSTRUCTION HAS BEEN COMPLETED. Vim 1111:41 In •6•- I will • 1ROW" all hi CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # v M 05/06/14 DATE: z 1 " = 50' r` 0 0 0 LO RJS � o w N E i O co m C-0 W N r7 Z#Z O Q Q I 0 d Z O J °) 0 U) Q ,. z W n 0 O z cD 0 J WN r Q ~ O O O < w_ E— iz V) J U � z JOB # 13086 M 05/06/14 DATE: N 1 " = 50' r` DESIGNED BY: RJS r RJS � o w N ° o Ln co m C-0 Ld M Z#Z M d z w 0 z W n 0 ~ cD � WN Q Y O = O U E— iz V) z V) z — Q � 0 M w L w ° W > a z Q 0 0 0 F- z M Ld w U JOB # 13086 05/06/14 DATE: 1 " = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS w w M M 0 M 0 w�C.)�c.) Uj z V) z V) M w � w ° 0 M z M z �C1a_0M of �C) U) U(n z o Of o 0 CD z of°�z zwo�oJ � �ZOOOo ti ti L� L� V) Z (n U U U U z 00 m w ixwwI= w w w w O m a a d a 0- 0 0 0 0 0 owWWww cn cn cn cn V) in > > > > > w oWwwWW � ¢Cr Of Of wcr_ r- �� w N N N Q 00 M C) o —Nr7d Ln r-0oa-)0- JOB # 13086 05/06/14 DATE: 1 " = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS ST -1 0 N 0 3 N U) 00 0 M 0 i N 0_ I J Q z rn C a� 0 00 0 r7 i 0 0 0 / as MATCHLINE - SHEET ST -3 ~° _A IP t C) uj a R. �¥ , c) cn r, Y LINE (TYP. ) 0 FEMA GRAPHICAL LOCATION OF FLOODPLAIN. ZONE AE ELEVATION = 17FT. ACTUAL LIMITS REMAIN WITHIN CANAL PER EXISTING SURVEY TOT LOT LIMITS — Q SEE LANDSCAPE PLAN FOR DETAILS WET POND TRACT C ,. ,-, .Q, O T C 10 0 0 . t',.. I A� e' FT 25' REAR YARD 25' REAR YARD �j A 75 SIDE YARD SETBACK 75 SIDE YARD SETBACK 75 SIDE YARD SETBACK 15' SIDE STREET SETBACK TYPICAL LOT TYPICAL CORNER LOT CITY OF WINTER SPRINGS 0 CITY OF WINTER SPRINGS 0 50 Q) 0❑ z 0 w U z w w ' FENC W ry 0 L1 O C) Ld O 11 0 U rl O 2 GRAPHIC SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. •6-- ND 51 kq CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # 04 Fy 0 01/24/14 CL Z z r Q O O N BY: DAS 1 (j) (j) N a Li I I O • 0 LL- LLJ � N Zv1-- 1 W N M o- O 0 O a mr 0. F� � O D 0 0) 0 nr U) L ^ U LIJ Q � Ld JOB # U M 01/24/14 Z SCALE: r Q O O N BY: DAS � N N a Li I I O c0 m LL- LLJ � N Zv1-- Li W N M o- O 0 O a Q I Z J � O � O O N a L ^ U U) Q � Ld N F- o - fO O z z U M 0 J U o z F- I— O .n g U U w L d %- W > J � Q U o LL z JOB # V) M 01/24/14 N SCALE: r DRAWN BY: RJS r BY: DAS � U N a L0 I c0 m (D LLJ Zv1-- O z W z W C� O U U) Q � Ld N Q Y fO = O U F-- t=- U o z a — Q 0 U U w _o LLJ W > U z Q 0 o LL z W U JOB # V) V) 01/24/14 1 " = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Ww m 0 0 U U W GNP CND � Z Z M a: O N N N 0 0: w z ��W o >ZZm 0 0 0 O O r�rw U U U U w w w w O a_ a_ d a_ im L11 0 w m w m w � (n N (n V) W > W ::- W > W > W wOf Of w LIJ M M M M < O N O Q N�0 LO(01-wmO.— JOB # 13086 DATE: 01/24/14 1 " = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS ,�40 E Q L6 I O N vi O N 0) 3 N -r+ U) 00 O r� O i i N a_ I Q z / cD 00 O 0 i no ®Q20^ DRAINAGE uAND C-Acrrwr &6' FENCE IN A 10' FENCE EASEMENT-SEE LANDSCAPE PLANS FOR DETAILS ,WINTER WINTER SPRINGS PHASE LINE A 4'�"STREET NAME SIGN LOCATION. STREET �\ NAME SIGN TO MEET CITY OF WINTER ,.SPRINGS AND MUTCD STANDARDS. 1__1­____1­_1l___ Q2 SIDEWALK CONNECTION TO AAMi BACK OF MIAMI CURB VDT4 0 10' FENCE EASEMENT UTILTY EASEMENT TO 5.0' UFT CITY OF WINTER SPRINGS FOR LIFT STATIOIJ 2 1 [ STATK)N -A STREET NAME SIGN LOCATION. STREET NAME SIGN TO MEET CITY OF WINTER SPRINGS AND MUTCD STANDARDS. _r 660.31' __1 F_ --I F__ 70 i 71 1 72 1 0l 73 I 'i 85.0' 75.0' &2 75.0' 80. -7777"77!"; 7r, 6' FENCE IN A 10' FENCE A EASEMENT-SEE LANDSCAPE/2\ PLANS FOR DETAILS 1 4 �k'15RANAGE AND�& ,6( CqESS I_EASEMENT) 10' FENCE EASEMENT A2 _T I F_ I 76 74 1 P1 75 1 0 1 C-i I C�i -- - - - - - - - -- - - - - - --1 01 80.0' 75.0"- 117.0'. 93 1 -41 94 1 95 1 :,41 96 1 I °l I 'l 1 -4 I L __J L - - - - - - J L -- - - - - - R4. R' 70.3' 70.3' 85.0' F - - - - - - I F It AON I I N? 92 91 go k1p IT1 R490.0' 1 4 r) �R475.0' 89 \,-- - - _ - - __j L- - - - - -- 5.0' �Cl R25.0' T7 5 � - 80.0' R25.0' 5. 0' v71 -R62­5O - - - - - - I-- - - - --1 -5.01 61 J I Ii Ii 59 0 60 Ito ItL-- - - - --1 -- 124.2' F - - - - - - - L - - - - --J L - - - - - - I 00 80.0' 1 90.0, o 10 62 F 2-5 FRONT - - -SETBACK - - 31.5' "j Ln 85 Ln - - 77 125.0 0 0 125.0' bD 5' SIDE SETBACK CO - -- 125.2' 86 V 0 jk.3' o I I 78 79 0 m F- - - - - - - - 0 Ld z cr LL_ Lj 25' REAR SETBACK 0 <z < (L 0 "031 0 D A6_ - - - - - - - - - - - r 63 1 �, i 80 W 0) 0 < Ir 0 < U C) 57 0 co R50.0' - - - - - C) 125.0' Ct 137.4' LLJ r D i� L 5: < L 77 156.8' Cf) 0 r- 0 0 - - - - - - - - - - - 000 0 Uj <D U 0 (1-1\ �D 0 0 Q/ D 0 0 co 125.0' oo 0,/, �4 11 -,(:) 0 Y VVIE71LAND -0 M m 56 :z 0 � oil 1,,� U C) 0 TRACT E 0 82 0 0 0 L - L - - -15 - - - - - - 0 Q <_ 0 %C) 5.3' MM MM INNIM MM MM NN601 MON INNININ MON INNIM INNNNI INNIM - -- MATCHLINE - SHEET ST-2 125.0' 420'\CONSERVATION SIGN C) 73.4' O SHEET 31.5' "j Ln 85 Rn.G - - - - - - - 77 125.0 0 0 125.0' IL - - - - - - - -- 125.2' 86 V E pi o I I 78 79 C) 84 125.0' SEE SHEET ,'-'-GD-2 AND MM MM "j Ln 85 FOR DETAIL r- 125.0 0 0 125.0' (L co r-) 04 86 V E pi L0 79 0 m MM LL_ 3:: 0 Ld z cr LL_ Lj W C5 0 <z < (L 0 "031 0 D z C13 0 o" r LLJ 0 �, i 80 W L4 0 < Ir 0 < U C) F- 0 w_ __j C) 125.0' 0 LLJ r F_- LLJ 5: < < V) Cf) w 0 w C) Uj <D U 125.0' M m I F :z 82 0 L- - - - - - - -- 125.0' U V) (f) 83 C) Q:: F2 ;z Of 125.0' C) 84 125.0' SEE SHEET ,'-'-GD-2 AND MM MM "j Ln 85 FOR DETAIL r- L- - - - - - - --- 0 0 125.0' (L co r-) 04 86 V E pi L0 kSTREET NAME SIGN LOCATION. STREET NAME SIGN TO MEET CITY OF WINTER SP , RINGS - AND MUTCD STANDARDS. 1 2 0 5' UTILITY EASEMENT 212 STOP SIGN Ei),AND BAR (TYP.)6 STREET NAME SIGN LOCATION. STREET NAME SIGN TO MEET CITY OF WINTER SPRINGS AND MUTCD STANDARDS. -,-,r' T WINTER SPRINGS 4\ PHASE PHASE 2 LINE IWINTER SPRINGS PHASE 1 5oom'\FDOT MIAMI TYPE PT11CURB AND GUTTER (TYP.) "Al 907 5' SIDEWALK 2L1 / (TYP.) _6' WALL-SEE LANDSCAPE PLANS FOR DETAILS BUILDING SETBACK LINE (TYP.) TAINING WALL. E SHEET GD-2 AND -3 FOR DETAILS 10' WALL A2 EASEMENT 10' UTILITY EASEMENT (TYP.) RETAINING WALL. SEE SHEET ,'-'-GD-2 AND MM MM GD-3 FOR DETAIL Z& _j z 0 Li 0 Z III (7)" III Ll- Lij 17)" 17)" 0 L1_ 0 C:) Lij 0 L1_ 0 0 0 17)" In GRAPHIC SCALE 1:4 1 50 0 25 50 100 200 1 ( IN FEET ) 1 inch = 50 ft. %NMI in CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 1 (407) 629-8330 1 JOB # Cq• mr LL. 01/24/14 DATE: z 1" = 50' r- 0 0 BY: RJS (L co r-) 04 LO V E pi L0 ry 0 0 m MM LL_ 3:: Z%000 Ld z cr LL_ Lj W C5 0 <z < (L 0 "031 0 D z C13 0 o r LLJ 0 0 F =, JOB # 13086 pr) 01/24/14 DATE: 04 1" = 50' r- 0 0 BY: RJS DRAWN BY: r-) 04 LO C14 E pi L0 0 CD m LL_ Ld 'Co, z#zz LL_ Lj C', I C5 0 <z < 0 "031 0 z < rC o r to 0 0 F =, 2: W L4 0 < Ir 0 < U C) F- 0 w_ __j C) F - 0 JOB # 13086 pr) 01/24/14 DATE: 04 1" = 50' r- DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS C14 L0 CD m (0 Ld L'i z#zz C5 z W z rC o F- 0 < ft� W L4 < Y Ir 0 0 :E U 0 F- 0 U) 0 LLJ r F_- LLJ 5: < < V) Cf) w w C) JOB # 13086 01/24/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS LLJ L'i 0 0 V) Cf) Uj <D U M m :z 0 U V) (f) C) Q:: F2 ;z Of 0 0 0 L� C-) L� U 0 C> 0 >_ >_ = Z: z LLJ EL, 8- LLJ a_ ELj CL LL1 a_ 0 - Cn LLj Ck LL1 m LLj m LLj C) LL1 > V) V) C/) Cf) V) Ld LJ LJ LLJ LLJ - - - Ir- Of Of Of w Of -.4- LIJ ro < C) C14 re) L�) (D r- 00 (7) 0- JOB # 13086 01/24/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS ST-3 • SAN MH #05 A STA. =60 +8.39 & 74 +5.07 - 8.4'RT RIM = 23.04 SAN MH #09 0 STA. =74 +5.07 - 6.0'RT RIM = 23.04 DOUBLE SANITARY SEWER SERVICE (TYP.) gmmik- jbim-mm _►1 = a ©8" WM G.V. 10' UTILITY EASEMENT (TYP.) A8" DIP WM (OVIEDO) 8" PVC WM (WINTER SPRINGS) SAN MH #08 ® STA. =71 +25.89- 33.4'LT i RIM 23.20 SAN MH #06 A STA. =71 +15.57- 31.8'LT RIM = 23.20 INV. IN = 13.56 INV. OUT= 13.46 T 4" RWM G.V. TRACT B WILL HAVE BLANKET EASEMENT FOR 2" BLOWOFF UTILITIES DEDICATED TO CITY OF OVIEDO AND CITY OF WINTER SPRINGS WINTER SPRINGS mmmmmmimms,ml CITY OF OVIEDO I SAN MH #07 ® SEE SHEET UT -4 _.. q,...,. �_ �.* ,.....M,.....M..,..M..,..M..,.. M..,.. M..,.. M..,.. M..,.. M..,.. M..,.. M..,.. M.. ,..M..,..M..,_�*�...�*�...�.',, ---22.0 FT 23.0 FT . �..... _.. m�,._,^ e.,.. �,. ��..... �,...., .�.....�,.�...Ea...�.....n..... .. �... �... �... � ....,^.,.,..�,,...�r=.._.�..... _ _ _ I I _ 24_.35 I I 24_.50 I I 24_.50 I I 24_.50 I FHA TYPE B I I FHA TYPE B I I FHA TYPE B I FHA TYPE B 4" PVC RWM I I I I I I 26 11 I i 1 d 11 t I I I 1 I 4 I i 1 23 I 1 I I I I - _,. I I I- - .........- _ -�l I I I_ -�.. - ...._J I 1 L 1OFT PREF, 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN / FRONT OF HYDRANT I /< v / - 9o., --- FIRE HYDRANT CLEARANCE DETAIL N TS SAN 04 O STA.63 3. -6.7' T RIM 22. GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. FDEP SEPARATION REQUIREMENTS UNDER 62- 555.314 EFFECTIVE 8 -28 -2003 HAZARD HORIZONTAL SEPARATION VERTICAL SEPARATION JOINT SPACING WATER ABOVE WATER BELOW STORM SEWER 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN STORM FORCE MAIN 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF REGULATED UNDER 62 -610 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62 -610 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN VACUUM SANITARY SEWER 1OFT PREF, 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN GRAVITY SANITARY SEWER 1OFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 61N ABOVE GRAVITY SANITARY SEWER. 121N PREF, 61N MIN 121N MIN 6FT MIN SANITARY SEWER FORCE MAIN 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN SEWAGE TREATMENT & DISPOSAL SYSTEM 1OFT MIN NONE NONE NONE I- I-1 H I T V L A" ' ' '' "` t` ° ' -.` __ r _ JACK AND BORE 8" WM CROSSING 5 DELEON ST. AND EXTEND A MINIMU A5 6' BEYOND EDGE OF PAVEMENT. 20" O.D. STEEL CASING PIPE. 8" TEE ' 3 -8 "GV - 50 0 �... 0 2 B.0. NORTH SIDE AFTER GV FF= FF= FF= i FF= I ._ N. I 24.92 I I 25.12 I ' 25.22 I ' 25.22 I I FHA TYPE A I 9 FHA TYPE A I I FHA TYPE A I 6 FHA TYPE A I !. I 8" DIP WM I � p SINGLE RECLAIM I� 1 I I I I I WATER SERVICE (TI.) I I I I I I 4 RWM VALVE _J L f I AND STUBOUT TO DELEON STREET 35 i FIRE HYDRANT 5 - - ..,,,,, AND VALVE (TYP.) . . 25.49 I 1 FHA TYPE A M0pj 8» , +tv ' r. W M TEE _ G.V. " � 2 8 kni bra €a nr tzrtMwrt °==, Fwea -. �w��.,.. szwlr� -.. rot, ?w lzww rI .Y- D A _._ - - -- ; ; 4» RWM G.V. I I 452 LF SAN 8 PVC __00 I I I i I ..._ PE [ f 40 11 1 I 1 I I 4" PVC RWM I I I I I I I 0 4 5PA I FF= I 1 I I I I I 9 1 1 I ; 8" WM CONNECTION kSE NT 25.07 I S I I I 1 1 ' ' I I TO EXISTING 10" WM. 'RAC B - - FHA TYPE Al I 25 12 I I FF= I I FF= I I FF= I I FF= f I FF= SEE SHEET SR -1 . _ 25_.25 25.25 25.23 1 I I I 26.01 26.01 r FHA TYPE A I I1 I -- - - - -- ; FHA TYPE A- FHA TYPE A , FHA TYPE A� FHA TYPE A FHAmm.TYPE A SAN MH #01 STA. =66 +96.49- 34.1'LT I .aft -- '° , RIM = 23.31 qmft waft _ _.. - OPEN SPACE x TRACT B SEE ._._.. OFF -SITS UTILITY PLAN (UT -4) SINGLE .m�._SANITARY WATER SERVICE i RO.W. DOUBLE WATER TYP SEWER SERVIC E DEDICATION SERVICE (TYP) TRACT J Q STA. -69 +04.06- 6.0'LT SAN MH #02 ..,i .- Q 4� 4 RIM = 23.14 : ... .... - SAN 8 P �� 0.6% TO SOU a OF ROV�"`�~�� --� � 0 ALL WATER SERVICE LINES IN CITY OF WINTER SPRINGS ARE TO BE SLEEVED UNDER PAVED SURFACES AND HAVE TRACER WIRE INSTALLED FROM THE MAIN TO THE METER BOX A FIRE NOTES: 1. SEPARATE GATE PERMITS ARE REQUIRED. (NFPA 1, 18.2.2) 2. SWINGING GATES SHALL SWING AWAY FROM THE DIRECTION OF VEHICLE TRAVEL. (NFPA 1, 18.2.2, SCPC TECHNICAL MANUAL 6) 3. ELECTRICALLY OPERATED GATES ARE REQUIRED TO PROVIDE SIREN ACTIVATED PRE- EMPTIVE SENSING DEVICE(SOS SYSTEM) AND KNOX GATE KEY SWITCH. IF A KEY PAD IS USED A SPECIFIC EMERGENCY ACCESS CODE SHALL ALSO BE PROVIDED. (NFPA 1, 18.2.2, SPCS TECHNICAL MANUAL) 4. FIRE FLOW CALCULATIONS FOR BUILDINGS SHALL BE IN ACCORDANCE WITH NFPA 1, SECTION 18.4. 5. FIRE HYDRANT LOCATION AND DISTRIBUTION SHALL FOLLOW NFPA 1, APPENDIX I. (SPCS TECHNICAL MANUAL) 6. FIRE FLOW TESTING SHALL BE (PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS. (NFPA 1, 18.3, SCPS TECHNICAL MANUAL) A. A FIRE FLOW TEST RESULT FROM THE NEAREST EXISTING HYDRANT THAT HAS BEEN WITNESSED BY A UTILITIES INSPECTOR WILL NEED TO BE PROVIDED. B. DOCUMENTATION FOR FIRE FLOW TESTING SHALL INCLUDE A FIRE FLOW TEST REPORT AND A HYDRAULIC GRAPH. 7. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1) 8. NEW FIRE HYDRANTS MUST ALSO BE TESTED AFTER INSTALLATION. THE DEVELOPER SHALL DEMONSTRATE SATISFACTORY TEST RESULTS PRIOR TO FINAL INSPECTION OF THE UTILITY SYSTEM OR THE CERTIFICATE OF OCUPANCY, WHICHEVER COMES FIRST. (NFPA 1, 18.3) 9. THE LOCATION OF HYDRANTS AND /OR ON -SITE WATER STORAGE TANKS OR CISTERNS SHALL BE IDENTIFIED BY A BLUE REFLECTIVE PAVEMENT MARKER. (NFPA 1, 18.2.3, SCPS TECHNICAL MANUAL) 10. HYDRANTS SHALL BE PROVIDED WITH A CLEAR DISTANCE OF 7.5' IN FRONT AND THE SIDES: WITH A 4 FOOT CLEARANCE TO THE REAR OF THE HYDRANT. (NFPA 1, 18.3.4) - 17, TA"W1 '� I] =1 _11L - CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U M 05/06/14 DATE: z 1 = 50 SCALE: Q 0 � N RJS o o C" N � � I Q0 m o LL_ U ^ N � LL_ Li N LO r7 o C) Q ¢ z o � o _j O o 07 Q .. U) `Q Cr� w N Q Y O = 0 z U 0 J ry z ~ �- o Q < � o Li w w J � Q 0 o LL z JOB # 13086 M 05/06/14 DATE: N 1 = 50 SCALE: DESIGNED BY: RJS DRAWN BY: RJS � o N °o L Q0 m z � o Z w Z o_ o U) `Q Cr� w N Q Y O = 0 U M z ¢ - Q O � o Li 0 w z Q � o LL z Ld w U JOB # 13086 05/06/14 DATE: 1 = 50 SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED F_ z W m M � o Z U In LLJ F_ W W M GNP O Z :m M U m M O O N _j MCrC> z °w z o ° w w o m o Z O O U O wFF_F- Cl- F- V7 U U U U z wck: w w CK w w w w w 0 W CL aa_ a_ a_ V' ° ° ° ° ° ° �wWWww ¢cncncncncn w ° w » w w »> w w cr N N 00 m N Q o - NN7d- LOc01-00m0l- JOB # 13086 05/06/14 DATE: 1 = 50 SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS UT -1 !_ a `r N O N 0 3 00 0 `r i N o_ I J Z i C 0 M i 0 0 V r l l 7 1 I—( \ VI I \I I v v v a r 4 x °z Yu a. w " u r2 f 3 ?,a i4;, _ ..�, 8• �. y' x ,8 a "`4"`Y 'F� ti"2y' � S. F�? CITY OF OVIE[�0 z 228" WM GATE' , /-VALVE AND / STUBOUT' SINGLE WATER SERVICE (TYP) .... --. ..._ 2302T _,.._.... .... 22 FT UTILITY EASEMENT PROPERTY LINE (TYP.) r- SHEET UT W z_ J U Q 15' WIDE UTILITY EASEMENT. 0 EXTENDS TO DELEON STREET RIG I _ LOTS If��0E00 L o (SEE LANDSCAPE" ,� NSS? W zZ_ &O( F . . �4 �`"`^•.,w °,_°22.81 FT SAN MH #05 AS STA. =60 +5.07- 8.4'RT & 60 +8.39 SAN MH #09 STA. =74 +5.07- 36.4'LT& SINGLE WATER SERVICE (TYP. - OVIEDO) FIRE HYDRANT AND VALVE 8" PVC WM (OVIEDO) 8" WM G. V. 22.0 FT 23.81 Fr 2+.0 FT n - d -'0" Z ^�V;*.. . F FEMA FLOODZONE PER A FEMA MAP, SEE ST AND GD SHEETS FOR DETAILS 15 " C "ice `WEST1 1iJVC_RT =° 1 �.� 15" CPP (EAST) INVERT= 13,62 * P NI PO SN I ffm 2Q ALL WATER SERVICE LINES IN CITY OF WINTER SPRINGS ARE TO BE SLEEVED UNDER PAVED SURFACES AND HAVE TRACER WIRE INSTALLED FROM THE MAIN TO THE METER BOX / \ / 2 0° / FRONT OF I HYDRANT I 1 / \ /< v 0 i 1 90 °' ---- FIRE HYDRANT CLEARANCE DETAIL N TS FDEP SEPARATION REQUIREMENTS UNDER 62- 555.314 EFFECTIVE 8 -28 -2003 HAZARD HORIZONTAL SEPARATION VERTICAL SEPARATION JOINT SPACING WATER ABOVE WATER BELOW STORM SEWER 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN STORM FORCE MAIN 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF REGULATED UNDER 62 -610 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62 -610 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN VACUUM SANITARY SEWER 1OFT PREF, 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN GRAVITY SANITARY SEWER 1OFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 61N ABOVE GRAVITY SANITARY SEWER. 121N PREF, 61N MIN 121N MIN 6FT MIN SANITARY SEWER FORCE MAIN 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN SEWAGE TREATMENT & DISPOSAL SYSTEM 1OFT MIN NONE NONE NONE SAN MH #06 STA. =71 +15.57- 31.8'LT A SAN MH #07 Q SEE SHEET UT -4 GRAPHIC SCALE m 0 zo ou ,uv n ( IN FEET ) 1 inch = 50 ft. 0 INKOT6124-11MAUNNUME51 . CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U M U) DATE: Z 1" = 50' SCALE: 0 N R,1S Q N N o 0 Ln I pi r m O W Zk � U) � N o N LO o QQ o r\ z O o � `� o cn Qom- , 0 r N w (D =) z Y O = J U 0 0 0 CD to Li - Q 0 J � W v LLJ w > JOB # U) M U) DATE: N 1" = 50' SCALE: DESIGNED BY: RJS N R,1S APPROVED O N o Ln I co m W W Zk o Z w m Z W a: o 0 Q D�f w N Q Y O = O U 0 0 z - Q 0 W LLJ w > U z Q Z N C) z Z O- W U JOB # U) U) DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: R,1S APPROVED BY: DAS W W m m 0 0 Z N Z (n Z W CD W C.D W m Z M Z :m m E m E M O d O O.. O U N U (n U O Of O o O LLI D LLJ O O O O O O O O U U U U U z Q: w Q:o:�Ck-1 w w w w O 0- Q- a_ Q- a 0 W 0 W 0 w 0 W 0 W U5 (n N (n Cn Cn w > LLj > LLj > W > (k., > � Of Of Of O N fl) Q rn rn rn 04 0 �Nr7d �COI-0Oa�O•- JOB # 13086 01/24/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: R,1S APPROVED BY: DAS E a- 0) N N N i O N ffi O 9 vt 3 a-+ (p 00 O M M I i N a I Q z C / 00 O / a 0 i A2 ALL WATER SERVICE LINES IN CITY OF WINTER SPRINGS ARE TO BE SLEEVED UNDER PAVED SURFACES AND HAVE TRACER WIRE INSTALLED FROM THE MAIN TO THE METER BOX r 4 y v FRONT OF HYDRANT 01 --, go., ---- FIRE HYDRANT CLEARANCE DETAIL N TS A2 DOUBLE SERVICE BOX FOR POTABLE AND IRRIGATION METERS (TYP. - WINTER SPRINGS) 10' UTILITY EASEMENT (TYP.) A2 SAN MH #16 STA.=100+00 (STREET C) STA.=300+79.06 (STREET E) \" I / F IT­ 8"x6" WM TEE HAZARD HORIZONTAL SEPARATION VERTICAL SEPARATION 6" G. V. WATER ABOVE WATER BELOW STORM SEWER 3FT MIN 121N PREF, 61N MIN 8"x6" REDUCER 3FT MIN STORM FORCE MAIN 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF REGULATED UNDER 62-610 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62-610 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN DOUBLE SANITARY 1OFT PREF, 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN SERVICE (TYP.) 1OFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 61N ABOVE GRAVITY SANITARY SEWER. 121N PREF, 61N MIN 121N MIN 6FT MIN 4" PVC FM 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN SEWAGE TREATMENT & DISPOSAL SYSTEM 1OFT MIN NONE 68 NONE TIE-IN TO EXISTING SEWER LINE CD U) < - - AT EXISTING CAPPED STUB - _-I SAN MH #14 to Of AND VALVE 0 STA.=84+71.37 (STREET B) U __ F 0 cn < _j STA.203+48.2R (STREET D) ry 79 < C) ) 8" PVC WM I 1 LLJ Ld 67 LLJ PHAS E PHASE 2 < < TIE-IN TO EXISTING 8" WM AT 0 F- L, p EXISTING CAPPED STUB AND VALVE LINE WINTER SPRINGS LLJ C) PHASE 1 80 U ----------- U 66 0 SAN MH #17 STA.=1 02+74.55-4.4'LT A2 SAN MH #18 STA.=103+45.75-5.9'LT (STREET C) STA.=200+06 (STREET D) 8" WM TEE 8"x6" REDUCER (2) 8» G. V. 6 G. V. 6" P VC WM PROPERTY LINE (TYP.) A2 1.5" IRRIGATION METER AND BACKFLOW PREVENTER nmr:041wi. 0 UTILITY EASEMENT TO CITY OF WINTER SPRINGS FOR LIFT STATION FDEP SEPARATION REQUIREMENTS UNDER 62-555.314 EFFECTIVE 8-28-2003 HAZARD HORIZONTAL SEPARATION VERTICAL SEPARATION JOINT SPACING WATER ABOVE WATER BELOW STORM SEWER 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN STORM FORCE MAIN 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF REGULATED UNDER 62-610 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62-610 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN VACUUM SANITARY SEWER 1OFT PREF, 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN GRAVITY SANITARY SEWER 1OFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 61N ABOVE GRAVITY SANITARY SEWER. 121N PREF, 61N MIN 121N MIN 6FT MIN SANITARY SEWER FORCE MAIN 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN SEWAGE TREATMENT & DISPOSAL SYSTEM 1OFT MIN NONE NONE NONE 6" WM TEE A (2) 6" G. V. — �w E TOWER A TRAcT i OPEN SPACE TRACT G 0 LFr STATIION TRACT F-\ 1" SINGLE WATER-/ SERVICE DRY SWALE 2 SAN MH #19 STA.=106+10.81-10.8'LT A3 6 " WM G. V. 2" BLOWOFF SAN MH #15 & STA.=304+70.46 10' UTILITY EASEMENT (TYP.) -15' UTILITY A2 EASEMENT (TYP.) 6" WM G.V., PLUG, A3 /-AND 2" BLOWOFF BLDG. SETBACK (TYP.) 5 GRAPHIC SCALE Al __j z 0 LLJ LLJ ry 0 LL_ 0 C:) LLJ 5; 0 LL_ 0 0 I— 0 n-, W ( IN FEET ) I inch = 50 ft. 0 IIIL CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 � M � SINGLE SANITARY 04 1" = 50' SCALE: SERVICE (TYP.) 0 0 N DRAWN BY- = C14 Lo CN Ln F_ c0 m FIRE HYDRANT _j LL- Cn N Z#:z AND VALVE (TYP.) - LLJ C14 n 78 o SAN MH #13 /2\ \/3 < m M STA.=88+35.08 O CD U) < - - - - - - _-I SAN MH #14 to Of 0 STA.=84+71.37 (STREET B) U __ F 0 cn < _j STA.203+48.2R (STREET D) ry 79 < C) ) 0 WINTER SPRINGS T LLJ Ld LLJ PHAS E PHASE 2 < < 0 0 F- L, p (.0 LINE WINTER SPRINGS LLJ C) PHASE 1 80 U U U 8" WM TEE (2) 8" G. V. z: 7: m (1) 6 G. V. 8"x6" REDUCER M E E of 81 C1 a- a_ F_ 82 A2 U (f) V) (n 0 DOUBLE SERVICE BOX C> FOR POTABLE AND L- __j IRRIGATION METERS - - - - -- (TYP. WINTER SPRINGS) F H_ 83 5; 2m 8" PVC WM _j (TYP. WINTER SPRINGS) F O 84 1 _j A2 85 I SAN MH #12 STA.=81+93.24 FIRE HYDRANT AND VALVE (TYP.) L tz tz t:: 86 5 GRAPHIC SCALE Al __j z 0 LLJ LLJ ry 0 LL_ 0 C:) LLJ 5; 0 LL_ 0 0 I— 0 n-, W ( IN FEET ) I inch = 50 ft. 0 IIIL CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 JOB # � M � DATE: — 04 1" = 50' SCALE: 0 0 N DRAWN BY- = C14 Lo CN Ln O c0 m _j LL- Cn N Z#:z LL_ - LLJ C14 n c; o <z < m M 0 of to O CD U) < 00� Ld N < to Of 0 z U __ F 0 cn < _j ry t: < < C) ) 0 LLJ Ld LLJ > < < 0 0 U) L, p (.0 JOB # � M � DATE: — 04 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY- = 2m 2m CN Ln c0 m (D Ld LLJ Z#:z c; Z m M M CD U) < 00� Ld N < Y Of 0 0 X: U __ F F- 0 n < 0 LLJ LLJ > < < 0 0 U) L, p (.0 LLJ C) JOB # � � � DATE: — 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY- = 2m 2m w LLJ LLJ m M M M M M C) 0 0 U) V) (.0 W U U U :2 z: 7: m M E E of C1 a- a_ a- U (f) V) (n C> Of E I F H_ 5; 2m 2m O tz tz t:: LLJ LLI LLJ LLJ 0 cl- a_ a_ a_ 0000 L'j L'j Lj 1, 1 V) V) V) V) Li :> Ljj :> LAJ >. LAJ >. LAJ of of 0:: cr < O 67 r) JOB # 13086 01/24/14 DATE: — 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY- RJS APPROVED BY: DAS UT-3 E Q_ En 6i 0 N (D L� 01 3: T! CD 00 0 M N r CL c (D 00 0 30 >AA GRADE 26 � 22 s 18 14 36 +78 6 . � 1 - - - - ..... Q ...m ......... ........ ......... ro . w... S r 26 22 18 14 —100 —80 —60 —40 —20 0 20 40 60 80 100 161611 AA GRADE PEA will will rip) 18 ..... _m......M. _ 18 —100 —80 —60 —40 —20 0 20 40 60 80 100 30 AA GRADE 26 22 33+00 r..; 0 26 22 18.. 18 —100 —80 —60 —40 —20 0 20 40 60 80 100 31+62.28 0 30 F—A 30 26 22 18 14 L ------ - - -. - -m___ --I L_____i ................ j_ u....... -- - - -- i .............. 14 —100 —80 —60 —40 —20 0 20 40 60 80 100 30 AA GRADE 26 22 C5 36+00 0 26 22 18 ------- 18 —100 —80 —60 —40 —20 0 20 40 60 80 100 GRAPHIC SCALE 30 0 25 30 60 MINE ( IN FEET ) 1 inch = 30 ft. 120 1 Al ILI -1 11 =I Z� I IN 1101611 N N WAIN • CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 V) v M z r Q O 0 N O Lo N 0 Uj r- I I O w li V) r N � L L_ LEI N M p o O Q Q z J O O M O J O O (/) Q _j .. r N Ld N Q Ne O� O Z:, z U � O0 J z I— O Q 0 0 0 w LLJ J � > U 0 Q U 0 V) M N r r O N 0 LO I w Li � o z w Z W C� O Q Ld N Q Ne O� _ 0 0 U � H z Q — Q 0 0 0 LLJ Li W > U U Q U 0 L) z � W U V) U) w W 0 0 U U F (7 W CD (f) Z � Z � z U)5U)mm w woWUz Z 5 Z O �o3:m� O o o O g vvv�L� U) z Li Ck:: W U Li., W Ck:: L,.w 0 a- a_ a_ a- a 0 wWWww 0 0 0 0 > wWWww »> o- ,n W N - O - N Q O z N �Nt�­j_Ln(fl1-000)0� JOB # 13086 DATE: 01/24/14 SCALE: 1" = 30' E N i (n 0 N O O 3 a Lr_ O I 01) O I� i N T DESIGNED BY: RJS � DRAWN BY: RJS z APPROVED BY: DAS j 0 PROPOSED 5' SIDEWALK IN ROW ®PROPOSED WALL 3 0 � VARIES 15' I I= �I v a 1 PROP. GRADE 17- MIN 1% MIN EXIST GRADE_ A MATCH EXISTING GRADE AT ROW cx -1 CROSS SECTION 1 N.T.S. 0, 0 LOT w II U 3' PROP. GRADE 1% MIN 1% MIN _ 1g 3y a IN ...._ .._ _ 4t9 PROPOSED WALL ® �`� 3 0 0 o! A 0 PROPOSED SIDEWALK 5' VARIES 'x -2 CROSS SECTION 2 N.T.S. SWALE 4H2- 2 %SAX 1V MAX, ".�4N.1V M MATCH EXISTING GRADE AT ROW 23 22 21 20 19 18 17 EXISTING GRADE EXISTING RETAINING WALL 0-6.5' EXISTING GRADE P -55 -/ cx -7 CROSS SECTION 7 N.T.S. STS STR #1 -7 ' STA. =72 +99.99- 17.5'LT r`" ^A 22g 2� 2�} 2�. 2h. 2a• 2a' ^,.,. I �p2 �.. ,,, .... ,,,,...m 2�. 1�a 2 I I 24.92 I I 25.12 I ,'2522 I I 25.22 I ,, I o p I} I FHA TYPE A I I FHA TYPE A I I FI-A TYPE A I I FHA TYPE A 2 z''o 22 -> o- HIGH OAKS WAY 0.. STS STR #MH -1 I I I I I IS AI =66 +63.7 -6 R cv ' p\ ep 31 P y 32 34 { \p .__... .r 1 6 2IP 22 0 2 2 .. o k \. ^� µ 23.0 FF= 25.49 007- 0 ^ 23.26 ph 2 � ? FHA TYPE A M OD 2'^ 22 6s .. -�-'i (, 23. 2350 1/ 2n�. .-_„ 2p. 2� oo�o� MYRTLE OAKS TRAIL .... r.� . 2 m_ � ,....�a�.. -°'� 23� f a I 2 P � °j� 2 fiY I I 42 I i I I I I 39 I I 38 p 25 07 _F A TYPE Al I FF- -' i I i I t FF= I I FF= I FF= " - -. 23� 25.12 25.25 25.25 FHA TYPE FHA A I a�FHA TYPE A _ �. _... I_._ FHA TYPE A I -- M I -- h� 2 2 FHA TYPE 2 ? -,FHA TYPE A 2� 2 .._ ......�....� _..�....... 2 j.. F � ___ _ - _ P 1� • *e 0 A2 23 22 21 20 19 18 17 ►ee GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. W o_ r, _ 1% MIN 1g 3y, Miy�, �. "I-Ir WETLAND 3 CROSS SECTION, N.T.S. tt PROPOSED FENCE MATCH EXISTING GRADE .WAX MYRTLE (MYRICA CERIFERA) 3 GALLON SPECIMENS, PLANTED ON 7' CENTERS ALONG 218' OF SLOPE, TOTALING 31 SHRUBS. FEMA GRAPHICAL LOCATION OF FLOODPLAIN. D ZONE AE ELEVATION = 17FT. ACTUAL LIMITS DATE: REMAIN WITHIN CANAL PER EXISTING SURVEY 1" = 50' SINTER SPRING 0 N � 1 <C SAMPLE COMPUTATION OF GRADING CONTROL LINE A-F FOR A 60' LOT 13N AN BY: DAS CI 0 F 0 VI E D o ? L0 I O:f Lij m 0 TOP OF BAN OF 4 i SWEETWATER ANAL _61 M N o Ii N Li r7 to STS STR #1- 7 Q Q 0 :p STA.= 65 +00. 5- 17.5'RT J _j 0 Cy) STS STR #1- 8 � 1 .. STA.= 65 +00. 5- 17.5'LT 2p. v Curb top a tot-[. , extension at high tot c rner 2 0 z Y 272 MRR STS STR #MES -11 (TYP.) J o T -3 T -4 INV. 18.00 P -62 µ ,Yt i �� X' i ' 49.5' FROM TOP OF Q 0 DITC f TO LOT LINE .,x- Li 2 P -6 67 LF STSQ - > 0 18 R P @ 0.36% 2 Q �t o F- z STS TR #1 -40 W RIM= 1.00 2 INV. N =18.24 P -61 CD \ 2 \� X2 INV. UT=18.24 P -62 ' 0 xt4A " C) z P -61 187 LF STS J (15 R P HP @ 1.260 /2 XIS.3 Z U 2 0 0 1°'1+4.1 - M1 >_ cnUU tt STS STR #1 -2 STA. =51 +00.04 30.5'RT 4A 790 6" ADS HDPE UNDERDRAIN (TYP.) so 00 REFER D14 0 UES REPORT # 1166591 FOR CO STRUCTION OF UNDERDRAIN Zowoo o 791 6" UND RDRAIN 3 4 ^ DT4 CLEANO T (TYP.) $ STS STR MES 4O w 10 INV. =20.6 P -61 > �7 V o, \, b 1 0i I f STS STR #I -1 S O O e STA. = 51 +00.0 - 30.5'LT po ,Q, u I GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. W o_ r, _ 1% MIN 1g 3y, Miy�, �. "I-Ir WETLAND 3 CROSS SECTION, N.T.S. tt PROPOSED FENCE MATCH EXISTING GRADE .WAX MYRTLE (MYRICA CERIFERA) 3 GALLON SPECIMENS, PLANTED ON 7' CENTERS ALONG 218' OF SLOPE, TOTALING 31 SHRUBS. ,J A ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM •1111-- I Will CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 • • LLI mr 1 CL (j) • • 0 ILL. 11 . • 0 mr z F� 1 • a: 0 • LLI • • C-) M 05/06/14 DATE: c� 1" = 50' N 0 N � 1 <C SAMPLE COMPUTATION OF GRADING CONTROL LINE A-F FOR A 60' LOT 13N AN BY: DAS 0.5% STREET, WITH 28' SETBACK, LS' BUILDING DEPTH AND 2X SWALES o A Curb-top an lot-tine extension at high lot corner L0 I O:f Lij m i E-F Protective rear slope up from high-point of swales. . (0. V) 61 (0. 5') _61 M N o Ii N Li r7 to Ii F'A_�. (D Q Q 0 :p O i z O J _j 0 Cy) O V) � 1 .. SAMPLE COMPUTATION OF GRADING CONTROL LINE A-D FOR A 60' LOT WITH U) 281 SETBACK, 281 BUILDING DEPTH AND 2% SWALES v Curb top a tot-[. , extension at high tot c rner O 0 z Y O' _ J o U H 0 �() ,J A ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM •1111-- I Will CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 • • LLI mr 1 CL (j) • • 0 ILL. 11 . • 0 mr z F� 1 • a: 0 • LLI • • JOB # C-) M 05/06/14 DATE: z 1" = 50' N 0 N DRAWN BY: <C 0 N BY: DAS N o L0 I O:f Lij m i z44z o LL. �L0 U) M N o Ii N Li r7 to (D Q Q 0 I� z O J _j 0 Cy) O V) Q .. 0 U) r v W O 0 z Y O' _ J o U H 0 �() z W - Q 0 J v � Li JOB # 13086 M 05/06/14 DATE: N 1" = 50' N DESIGNED N DRAWN BY: RJS O BY: DAS N 00 L0 I CO m W z44z o z W W W O 0 U) `Q 0�f W N Q Y O' _ O o U H F- �() z Q - Q 0 ZU(n Li 0 > z Q 01 o F- z � W U JOB # 13086 05/06/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS z BY: DAS W H O ZU(n to 01 m CD W W C) z Z U 2 0 0 >_ cnUU Zowoo w U Z > > W S O O O O O im ohs. Z Z N N W ck� U Ck: U C:� U Ck:: W C'1 W Z d d d d d d d 0 W 0 W 0 W 0 W 0 W 0 W 0 w > N cn cn (n V) cn cn W > > > > > > > W W W W W W W to W N�Lo 04 'C)> O N O) Q 00 m(7)m o JOB # 13086 05/06/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS T.O.W. = 23.19 A5 �B.O.W. = 20.50 FEMA GRAPHICAL LOCATION OF FLOODPLAIN. ZONE AE ELEVATION = 17FT. ACTUAL LIMITS REMAIN WITHIN CANAL PER EXISTING SURVEY 90A / A5 STS STR #1-39 STA.=77+79.4-125.8'RT,,' YCX-4 TAINING /—RIM=21.00 jx/ I c') m DT-33 ALL INV. OUT=18.16 P,­5i"' cpp INVLRT= I m 15 " CPP INVERT= I <, — RIM=22 25 �p P-25 101 LF STS P-216 I ')-7 r N INV. IN=�16.16 P-"�2'2 -67%� 42 AL)ti 0 d— .......... INV. _�UIT=16.1�� P-23 <, 1.56 00 ha \4 ...... 1> <7 <7 cn P-59 48 LF STS F) 4D' 0 . ......... Z4 ADS H @ 2.1 % ' . . . . . . . . . . . . WARD DRAIN b�o 0 ......... . ........ IM 22.00 RIM P-59 Imo" 1) 0 01 ....... �). FT 0 0 > 0, o 0 p <7 0 \\0 0 0 .......... ......... ... .... r�" * '' * ................ 0 0 D 0 ....... 0" 0 �D ........... .... < ..... . (31 < 0 0 IL S, C) . ......... ....... ................... io > 0 ................. ............... 1V ....... .................. . ......... < ....... ................. ...... . ...... ... ........ <­ STS t-TR #1-0- .... ..... . ...... 24 ,67-1'......... . STA.=77+74.99-17.5' LT _0 YP.E*.*A. -. OD ..... <7 <- STS QT-R # 1-2Q 7 STA. 77+ 75.06 -17.5R T' /A' < - FF= APPROXIMATE LIMITS OF SILTY/ORGANICS PER UNIVERSAL 24.87 ENGINEERING SCIENCES FINALS GEOTECHNICAL R(E-PORT < FH T _YP 0 #1146485. CONTRACTOR TO COORDINATE WITH UNIVERSAL A ENGINEERING- SCIENCES DURINP CONSTRUCTION TO ENSURE COMPLETE REMOVAL OF UNSUITABLE MATERIAL � STS STIR 41-13 STA.=74+99.99-17.5'LT kl-, k" <7 1� < 11 1 48 STS STR #1-14 1 <- TRAC� E 8TA.=75-K0O.06-1_3(5'RT < 25. 3 WETLAN D 5 FHA TYP A OD <- STS STIR #MH-4-__--- CONSERVATION �REA _0�11 1 41 STA.=74+38.13-17.5'RT I � I w - _ ' 8.83 ACRES i I . . . . ...... 81 2 < r 6' ADS HbPE UNDE�RDRAIN " 6 YP.) 79'0 < REFER, � TO UES <.REPORT$ 116659 7 <7 <7 < -FOR CONSTRUCTION OF UNDERDRM DT4 FF= C, 25.0 1/7 <-, < FHX TYKE A M0' I Ap 4, k-6-\A, I 1/ 7 <7 c >1 STS - STR #1­4 P I i STA.=72+99.99-17.5'LT 6 10 FF-_ MOD < /FHA �TA.=73+ - 1 7.5'R T 'Y STS STR #1-� /7 (QO.06 07 0 1 Z 74� D / /0 CLEANOI)T (TYP.) N 45 0 <7 <7 111�7 <7 < " 0 "j FHA A MOD TYPES 0 < AP`PROXIMA_r� LIMITSOF SILT(�/ORGAN16S PER IJNIVERSAL<_ 0 0 1 )\ -1 - _L - - ENGINEERING SCIENCES FINAL PEOTECHNICAL REPORT <7#1146465. CONTRACTOR lb COOR04NATE WITH UNIVERSAL <­ ell ENGINEERING SCIENCES DURING CONSTRUCTION TO ENSURE 0 < cbm P LETE4, REM OVAL- OF UNSUITABLE fVIATERIA& 44"-- F= 0 Q� < < < 0 MOD __1 ................. < 0 .............. .. ............. ... 0 0 0 .............. ................. zn. ........... 10 0 ................ F 4 4 M F _D_] ... ................ 0 0, mg 0 WINTER SPRI . . . . . . . . . . . . . . No m NO m No a VON iiiiiiiiiiiii ME M i'mil mm M 40010pow 00-000mom 00*0-, 7 N'j _2 CITY OF OVI :iZZ STS STR #1-21 STA.=77+18.10-100.6'RT RIM=22.00 INV. IN=13.20 P-25 i-N, IN=17.50 P-58 INV._W=T .20 P-18 INV. 020 P-26 'Z 272 MRR STS STIR #MES- T- T- X, o STS STIR #MES-3 I INV.=15.00 P-59 FT FT FT 22.0 FT 23.0 FT 24,0 Ft. rk 7D, 1,1 M 7" A 0'_ 0 "0 Q 0 ................................ ............ / .. . . ...... 0 RIP-RAP TO EXTEND 20' NORTH OF MES, 2' ABOVE THE TOP, AND THROUGH THE BOTTOM OF THE 1" = 50' DITCH AND UP TO THE SAME ELEVATION AS THE RIP RAP ON DRAWN BY: THE OTHER SIDE. SEE DETAIL A 'C, J X-9 ON THIS PAGE. BY: DAS Ln A4 Uj (D m (D Ld O [T) STS STR #MES-1 04 P INV.=13.00 P-56 N Lj to ro- 0, &',4 C:) z < < 0 Fz m _j 0 rn ycAx-'qN"& 0 r. LLJ > < C) L, F- w CD z < M IP-56 84 LF STs)/2\/7\ LLJ 18 RCP @ 6.5% Q:� LLJ I I C) f Csi STS STIR #CS-1 LLJ c):f 0 ,\DT1 INV.=18.50 P-56 � g gv A2 A3 [If 0 C-) V) 1 1 U') 0 r-) LLJ 'U A; > 0 c) O m = LLJ SN O E 0 _x m cp IMERAHINTER SPRINGS C) cl. 0 m 0 CITY OF OVIEDO CA (1) C-) (n u) SHEET G 1 PROP. GRADE 10' 10' 3 LOT Lli POND 0 POND 3: 0 POND Uj POND BERM Of A6 BERM Ix z _j 6' 1' SEPARATION 6' FENCE c� 0 Ir SCREEN WALL 0 _1% MIN/3H:1V MAX I 1% MIN/3H:1V MAX < 1% MIN 1% MIN PROP. GRADE RETAINING WALL HEIGHT VARIES 1% MIN EX --GRADE PROP. GRADE N/ EX. mmGRADE 3N 1v MATCH EXISTING MATCH EXISTING ELEV. = 20.00 RETAINING WALL C X �-3 CROSS SECTION 3 1/cx-4 CROSS SECTION 4 CROSS SECTION 5 A5 N.T.S. N.T.S. N.T.S. 0 _j z LOT Of W U_ I PROPERTY U_ LINE m C, z PROP. GRADE \\—EXISTING GRADE W MES 1% tMIN RIP—RAP EX GRADE P-56 18" RCP STORM PIPE STS STR #MH-3 CX-6 CROSS SECTION 6 A2 /cx—gN\ CROSS SECTION 9 /'STA.=71+23.67-6'RT \,� N. T. S. \,- N.T.S. t4 ( IN FEET ) I inch = 50 ft. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 51 Maitland, Florida 32751 (407) 629-8330 < z c\1 0 0. (L w1__1 0 0 < z cf) Zr�- n V C/) bi I__ 0 • z Z 0 LL. cr w .7 mr Z F_ CD U) 0 ry Ld cj) F- z JOB # U) cn DATE: 1" = 50' SCALE: cc" cr4' BY: RJS DRAWN BY: C) N En BY: DAS Ln ck: Uj (D m (D Ld O U) 04 LL- N Lj to ro- z C:) z < < 0 I r- m _j 0 rn LL 0 < _j r. LLJ �5 > < C) L, F- w CD z < M :2 0 _j F-- ry LLJ C) 0 0 0 JOB # U) cn DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS 0 0 0 BY: DAS Ln (D m (D Ld z4z C5 LLJ Z z < U a_ Ld 0 F___ 0 P < L4 m => M LL 0 LLJ �5 > < C) L, F- w M Ld C) JOB # U) cn DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS LLI LLJ m M M M C) 0 U) C-) V) C-) U') Uj c) m = m E m m C) cl. 0 m 0 C-) (1) C-) (n u) C-) 0. ir 0 � z 0 c) LLI m LLJ LLJ m O3: 0 s C) 0 C-) C) CD 0 0 0 Lu j U U a cf) z: Of Of w ckf Of w ckf LLI a- LLI a- Ld a_ Ld a_ Ld CL Ld a_ Ld — 0 n L'i m LAJ im L'i in LLJ (n LAJ m Ld in Ld 5; Ld LLJ Ld LAJ LAJ Ld LAJ LAJ wwwwclfww Lr3 Ld I�2 < , -S JOB # 13086 01 /24/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS WrOm Uj m z LOT CL 0 PROP. GRADE 1% MIN EX. GRADE N. 0 7 rCX 6 CROSS SECTION 6 N.T.S. LOT 0 w CL PROP. GRADE 1% MIN 1 %1J \MPx EX, GRADE 796 1% MIN 3H:1 V MAX /c' x �-7 CROSS SECTION 7 \,�- N.T.S. w K LOT 0 0 Of a. HOUSE FF V11RIES 1% MIN 3 MAX -\ EX. GRADE PROP. GRADE ZL FINISHED FLOOR COMPARISON N.T.S. YD-7 ZL A2 15" YARD DRAIN INLET P-YD7 76 LF STS RIM = 15.50 12 ADS HP @ 0.3% INV = 11.33 MATCHLINE -- A STS STR #MH-13 STA.=301+77.01-155.3'RT INV. IN=6.97 P-54 STS STR #1-28 INV. OUT=6.97 P-55 /-STA.=100+40.09-17.5'LT INV. IN=6.97 UNDERDRAIN - F" m m m Im m- m m m 6*- = 9w FF' FF---,,& -, o F- - -17700-, -1 to APE MOD I P FHA TYP E/ C V) 0 69 '70 ,7_ U-) , U U c L n a00 2 3 A, bPA(NAGE1 D ACCESS ASEMENT YD-6 ZL15" 13086 sTA -,---203+37.99-17.5'LT ti YARD DRAIN INLET �.2-ADS-KP-@-O-.27,� P-YD6 54 LF STS 1" = 50' RIM = 14.50 1 STS STR #1�25 12 ADS HIP @ 0.3% INV = 11.50 r-, 1$TA.=102+95.17-17.5 T BY: DAS Ln A3 FF 15,8 LLJ r- 65 STR #1-33 LOT 39 A3 FF 14'5 LOT 37 IN, O LL- CX-6 3 FF c 13,5 FH A -f�-PE7C UO N W n LLJ Z c) I v H A YCX-8S , -j J '0 STS STR #MHO -11 STS STR #1-34 LL 0 STA.=87+75-17.5'LT A.=100+24.64-6.OIRT YD-5� /1\/2\ � LOT 40 A3 FF 14A cX Sb% STR #11-27 100+40.09-17.�'RT X15" YARD DRAIN IN INLE ) ...... 12 ADS HP , . RIM = 14.90 :2 T­ 2. FF= INV = 11.85 0 1 16.85 64 � . . C) LOT 3 ------------ YD -4 � If - k, OFF = 1 5 16.00 12.65 RIM = 14.98 INV 12.08 LLJ k 9 i 67 STS STR #MH-13 STA.=301+77.01-155.3'RT INV. IN=6.97 P-54 STS STR #1-28 INV. OUT=6.97 P-55 /-STA.=100+40.09-17.5'LT INV. IN=6.97 UNDERDRAIN - F" m m m Im m- m m m 6*- = 9w FF' FF---,,& -, o F- - -17700-, -1 to APE MOD I P FHA TYP E/ C V) 0 69 '70 ,7_ U-) , U U c L n a00 2 3 A, bPA(NAGE1 D ACCESS ASEMENT YD-6 ZL15" 13086 sTA -,---203+37.99-17.5'LT ti YARD DRAIN INLET �.2-ADS-KP-@-O-.27,� 3TS STR #1 -350 1" = 50' RIM = 14.50 1 STS STR #1�25 BY: RJS INV = 11.50 r-, 1$TA.=102+95.17-17.5 T BY: DAS Ln A3 FF 15,8 LLJ r- 65 STR #1-33 LOT 39 A3 FF 14'5 .STS STA.=87+75-17.5'RT . ..... P-YD5 117 LF STS O LL- CX-6 STS LSTR -#MH,- 11 12 ADS HP @ 0.3% FH A -f�-PE7C UO N W n LLJ Z c) Z<: < 0 i= 300 +22.92 -6.1 LT A YCX-8S , -j J '0 STS STR #MHO -11 STS STR #1-34 LL 0 STA.=87+75-17.5'LT A.=100+24.64-6.OIRT YD-5� /1\/2\ � LOT 40 A3 FF 14A cX Sb% STR #11-27 100+40.09-17.�'RT X15" YARD DRAIN IN INLE ) ...... 12 ADS HP , . RIM = 14.90 :2 .... . ...... 2. FF= INV = 11.85 0 1 16.85 64 � . . C) 0 15" YARD DRAIN A YPE, _q ,Y,91D ------------ YD -4 � If - k, ti TL 5 /3\/2\ 15" YARD DRAIN INLETS 16.00 12.65 RIM = 14.98 INV 12.08 LLJ k 9 i 67 = T 4i 0 3 FF 4.3 A2 FF= 3 /3\/2\ P-YD3 80 LF STS il.j 6.80 I X HA TYPE C MOD 12 ADS HP @ 0.2% STS STR 1-10 /-5 cl ) CD #M I�A.=l 02+63.29-6.�6'RT 2 1�15" YARD DRAIN INLET' 1� RIM = 15.10� 66 INV = 11.91) T 42 ;z 4 0 0 m Z- m h O A2 CHANGE FROM TYPICAL GRADING SECTION #6 TO #7 13086 sTA -,---203+37.99-17.5'LT A FF= 2 17.50 FHA TYPE C MOD 198 1 E T;�,' ^' DATE: �.2-ADS-KP-@-O-.27,� 3TS STR #1 -350 1" = 50' 3TA.=303+38.09-17.5'RT 1 STS STR #1�25 BY: RJS CX-7 LOT 43 r-, 1$TA.=102+95.17-17.5 T BY: DAS Ln A3 FF 15,8 LLJ r- 65 STR #1-33 U .STS STA.=87+75-17.5'RT 77 LLJ 17,80 A3 O LL- CX-6 LLJ FH A -f�-PE7C UO N W n LLJ Z c) Z<: < 0 I A YCX-8S , -j J '0 If STS STR #1-34 LL 0 STA.=87+75-17.5'LT 0 P-YD2 85 LF STS LOT 44 3 FF 16,6 LLJ "N' :L RI *M49 STS ST71-601RT k STA.=�+I�.'. 5; 12 ADS HP @ 0.3% :2 .... . ...... WO END RETAINING WALL 0 -T.O.W. = 20.70 64 � . . C) 0 15" YARD DRAIN YD-2 INLET X-6 If I A2 FF=n 3 e a r, rA ll J RIM = INV = 16.00 12.65 Fl� T YPE C MOD 211" 1 LLJ A2 P-YD1 91 LF STS 12 ADS HIP @ 0.3% YD-1 0 15" YARD DRAIN INLET RIM = 16.00 INV = 12.93 STS STR #MH-14 STA.=1 04+77.35-120.0'RT RIM EL=17.0 INV. OUT=12.71 P-60 115 LF STS 18 ADS HDPE @ 1.0% STS STR #MH-15, STA.=104+76.39-7.05'RT STS STR #MH-8 STA. =106+43.34-25.2'LT LOT 45 A3 FF = 1 STS STR #1-29 STA.=301+20.01-17.5'LT STS STR #1-30 STA.=301+20.11-17.5'RT MATCHLINE A 17 -- 14,0 FT- -.--., - 14- (A FF= F FF FF= -17-. 0 - - -T7100-,2�--'l r- 1-8. Yp C Y T C, FHA /A-- Y PP V-EC FHA TYPE C FHA E c JF ,A TYPE C FHA fyp� c N 06.n (,n U) (A 73 74 75 L 0 (n I L --J 0 STS STR #MES-4 INV. IN=16.0 P-49 STA.=80+88.38-17.5'LT ,& ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM 5 STS STR7111#1-36 13086 sTA -,---203+37.99-17.5'LT 01/24/14 DATE: 3TS STR #1 -350 1" = 50' 3TA.=303+38.09-17.5'RT 0 BY: RJS DRAWN BY: r-, N En BY: DAS Ln 0 LLJ r- LLJ STR #1-33 U .STS STA.=87+75-17.5'RT 77 LLJ O LL- U) r- LLJ 11 N W n LLJ Z c) Z<: < 0 I 0 -j J '0 If STS STR #1-34 LL 0 STA.=87+75-17.5'LT 0 LLJ r--) > < o LLJ LLJ 5; z < 0 :2 0 (n -J F-- WO END RETAINING WALL 0 -T.O.W. = 20.70 B.O.W. = 18.50 0 C) 0 LLJ -STS STR #1-31 Q ,,,,STA.=86+25-17.5'RT 5; 0 N3 Q) STS° STR #1-32 STA,=86+25-17.51T ,Ni.O.W. = 22.09 B.O.W. = 15.30 -T.O.W. L 23.39A B.O.W. 16.00 STS STR 1-15 STA.=83+20.88-17.51T A I�Nb . . ........... "i 0. W. = 23.19A B.O.W. = 16.50 21 T.O. W. = 23.09A4 ' .0. W. = 19.50 STS TR #1-16 STA . 83+20.89-17.5RT -T.O.W. = 23.19A B.O.W. = 19.60 �T.O.W. = 23.29,& B.O.W. = 19.10 RETAINING WALL ,& T.O.W. = 23.19 B.O.W. = 19.50 GRAPHIC SCALE U 0 zo 50 Wo zt, 6m ( IN FEET ) 1 inch = 50 ft. 0 1 IN1161161 NZI I MAIN R11Ww" W1119 I= 10 M CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 1 (407) 629-8330 1 04 0 (L (L W^ 0 0 < z cf) Z n n V C/) 1-- 0 0 Z Z LL. cr 0 w (5 mr Z F CD U) 0 ry Ld F- cj) z JOB # 13086 01/24/14 DATE: 1" = 50' SCALE: 0 BY: RJS DRAWN BY: r-, N En BY: DAS Ln E LLJ r- (D m (D Ld O LL- U) r- C") LL- N W n LO r- Z c) Z<: < 0 I = C) -j J '0 LL 0 < _j r. LLJ LLJ > < o to LLJ CD z < :2 0 (n -J F-- ry < C) 0 JOB # 13086 01/24/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS 0 0 0 BY: DAS Ln I (D m (D Ld z4z C5 z Z < Ld 0 F-- 0 N m => LL 0 Ld LLJ LLJ > < o F- LLJ M M JOB # 13086 01/24/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS WW m M M M C) 0 Uj cl ) CD :m = ;z C) a- (°n (n 0. Qf 0:: m C:) LLI LLJ LLJ Uj :m 5; m C) 3g: 3: 0 C) CD 0 U) Z: of of Qf w Of Ld CL Ld CL Ld a- LLj a_ ... CL 0 n UJ m UJ m W m LAJ (n UJ 5; 2 L/) L/) W ::- Ld Ld LAJ »> Uj Ld Ln Ld F- C, N < N ro ,I- U-) (0 r- 00 cy ) 0 JOB # 13086 01/24/14 DATE: 1" = 50' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS GD-3 UNDERDRAIN NOTES 1. THE UPPER TWO FEET OF SOILS BETWEEN THE POND BOTTOM AND THE UNDERDRAIN SYSTEM SHOULD CONSIST OF CLEAN ON- SITE /PARENT SANDS WITH LESS THAN 5% FINES AND MINIMUM HYDRAULIC CONDUCTIVITY OF 18 FT /DAY. 2. ANY DELETERIOUS ORGANIC AND CLAYEY SOILS FOUND WITHIN THE POND FOOTPRINT SHOULD BE COMPLETELY OVER- EXCAVATED AND REPLACED WITHIN THE UPPER TWO FEET BETWEEN THE POND BOTTOM AND THE UNDERDRAIN SYSTEM. 3. REFER TO UNIVERSAL ENGINEERING SCIENCES REPORT #1148133 ON POND DRAWDOWN ANALYSIS USING UNDERDRAINS FOR FURTHER DETAILS ON INSTALLATION AND MAINTENANCE PROCEDURES. 4. UNDERDRAIN SHALL BE 6" PERFORATED UNDERDRAIN PIPE. (ADS DRAINGUARD OR EQUIVILENT) 5. UNDERDRAINS SHALL BE INSTALLED FLAT, AT 0% SLOPE. 6. CLEANOUTS ARE TO OF PIPE, JUNCTIONS, DIRECTION. 7. UVIDEK-241 Q ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM m m m m ( IN FEET ) 1 inch = 30 ft. MOORHEAD K GLUNT. INC.' 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U M 01/24/14 DATE: Z 1 " = 30' N Q 0 � N RJS � O N o � I I O Q0 m w J LL_ p U) � ^ N � N O O Q a I I� Z J p � O _j O O (n Q LL- ^ U) Q cr� W N Q Y O O O z U I— 0 J U7 ry z H I- O Q g o O Li W W > J H Q v U 0 z JOB # 13086 M 01/24/14 DATE: N 1 " = 30' N DESIGNED BY: RJS N RJS � O N o L I Q0 m w w � O z W z d O U) Q cr� W N Q Y O = O U I— U7 � z Q - Q � O o O Li W > z Q U U 0 z Ld W U JOB # 13086 01/24/14 DATE: 1 " = 30' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS w w o O U U GN.7 CN.� Z Z Of 0:: N N W W F H 00 tZ U F U W w o 0- CL N N W wOry w �C N C3 Q �Nt'7d Lncoi-aoa��� JOB # 13086 01/24/14 DATE: 1 " = 30' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS 1 � 3 0 a= 17.5' SWALE A2 2 \ 6' WALL �V,y 2 MAX 29' 2% �-I' � � MAN 4H:1V MAX MAT ..,. , GRADE AT ROW 5' SIDEWALK (TYP.) EXISTING GRADE cX1 o CROSS SECTION 8 N.T.S. i Is' / FRONT OF HYDRANT / V 1 i I 1 90 °' ---- FIRE HYDRANT CLEARANCE DETAIL N TS STS STR #MES -11 STS STR #1 -40 f II. STS STR #MES -10 FDEP SEPARATION REQUIREMENTS UNDER 62- 555.314 EFFECTIVE 8 -28 -2003 HAZARD HORIZONTAL SEPARATION VERTICAL SEPARATION JOINT SPACING WATER ABOVE WATER BELOW STORM SEWER 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN STORM FORCE MAIN 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF REGULATED UNDER 62 -610 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62 -610 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN VACUUM SANITARY SEWER 1OFT PREF, 3FT MIN 121N PREF, 61N MIN 121N MIN 3FT MIN GRAVITY SANITARY SEWER 1OFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 61N ABOVE GRAVITY SANITARY SEWER. 121N PREF, 61N MIN 121N MIN 6FT MIN SANITARY SEWER FORCE MAIN 1OFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN SEWAGE TREATMENT & DISPOSAL SYSTEM 1OFT MIN NONE NONE NONE 6' WALL , .... wn I 2�� I � �VT ?"'`) O 220 ; U p i JACK AND BORE 8" WM CROSSING DELEON ST. AND EXTEND A MINIMUM 6' BEYOND EDGE OF PAVEMENT. 20" O.D. STEEL CASING PIPE. 8" TEE 3 - 8" G.V. 2" B.O. NORTH SIDE OF TEE AFTER GV 8 " DIP WM ef -Awm Lem A, Lei & I I II END DOUBLE YELLOW STRIPING. THERE WILL BE NO STRIPING IN FRONT OF THE ENTRANCE WAY. FIRE HYDRANT�� AND VALVE (TYP.) APPROXIMATE CONNECTION TO EXISTING 10" WATER MAIN. REMOVE CAP, INSTALL 8 "X10" REDUCER AND CONNECT. GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 sT65- AI &MMUNI E I. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 Q 0 N0 0 1 mr cn a W (l) z V Q O o 0 oc 0 O (i A Ld m° Z W� � �u) W fi) 17 LL F Uz O ° U 0 Ld J :02 z_ W U) JOB # C-) M 01/24/14 DATE: z 1" = 30' r Q 0 O 'c"4) DRAWN BY: TRF 0 Lo N 0 0 - I I O co m LL— C N LL. Li N r7 Lrc-) o o Q Q Z J 0 O J 0 o (7) Q -� U U) Q W o Q °z`" Of = -) O U F-- 0 J p z I— - Q g Ld W w J � Q U 0 LL F- z JOB # 13086 M 01/24/14 DATE: N 1" = 30' r DESIGNED BY: RJS DRAWN BY: TRF 0 BY: DAS N 0 0 Lc) I co m o z w z w a: o U U) Q W N Q Y Of = O O U F-- F- n z a - Q 0 Ld w z Q 0 0 LL F- z Ld W ij JOB # 13086 01/24/14 DATE: 1" = 30' SCALE: DESIGNED BY: RJS DRAWN BY: TRF APPROVED BY: DAS STORMWATER POLLUTION PREVENTION NOTES: 1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE PLANTED GRASSES OR VEGETATION AND RETENTION /DETENTION FACILITIES TO THE VOLUME AND AMOUNT THAT ARE EXISTING PRIOR TO THE Q UNTIL THE WORK HAS BEEN ACCEPTED BY THE COUNTY. COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. A. TEMPORARY EROSION CONTROL FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS BE MADE TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. DISTURBED BY THE CONSTRUCTION WILL, AS A MINIMUM, BE AND SHALL REPLACE ANY PORTION, WHICH IN THE OPINION OF THE ENGINEER, REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE WATER BODY OR STORMWATER COLLECTION FACILITY. HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS, 2. PERMANENT SEEDING AND MULCHING - SLOPES OF 6:1 TO NEGLIGENCE ON THE PART OF THE CONTRACTOR. TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY PROTECTED FROM SEDIMENT- LADEN STORM RUNOFF THICKNESS OF APPROXIMATELY TWO INCHES, LOOSE WITH THE INTENT OF THIS SPECIFICATION. 12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL SOIL BY MIXING TO A DEPTH OF FOUR INCHES. 3. TEMPORARY SEEDING / STRIP SODDING - AREAS OPENED LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. 2. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER SHALL BE SODDED WITHIN THEIR LIMITS. ALL EXPOSED MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL EROSION AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO TREATMENT WITHIN THIRTY DAYS SHALL BE STRIP - SODDED AND SEDIMENT RUNOFF FROM THE SITE DURING CONSTRUCTION. SUCH ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. THAN 4:1 WILL BE SODDED. METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA DEPARTMENT DRAINAGE SYSTEMS, AND WILL NOT LATER COMPETE WITH OF TRANSPORTATION STANDARDS. 3. THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING TO ALL CURBS, WALKS AND PAVEMENTS. 4. TEMPORARY SEEDING AND MULCHING - SLOPES STEEPER AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS 13. ABSOLUTELY NO WORK WILL BE ALLOWED WITHIN ANY CONSERVATION AREA, SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE BUFFER AREA, MITIGATION AREA OR DESIGNATED WETLAND AREA UNLESS SO AFFECT OFF -SITE DEPOSIT OF SEDIMENTS. MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A SPECIFICALLY DESCRIBED BY THE PLANS AND GRANTED BY REASON OF PERMIT DEPTH OF 4 INCHES. w FROM THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER SAID AREA. 4. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN 5. TEMPORARY GRASSING - THE SEEDED OR THE SEEDED AND ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL STORMWATER RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION 14. PRIOR TO CLEARING AND GRUBBING, THE LIMITS OF WETLANDS, BUFFERS OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. THE ESTABLISHMENT OF A GOOD GRASS COVER. WETLANDS, BUFFERS AND MITIGATION AREAS SHALL BE CLEARLY MARKED 0 LANDSCAPE PLANS. ALONG THE PROPOSED RIGHT OF WAY LINE TO PROTECT THESE AREAS 5. AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED W FROM ENCROACHMENT FROM CONSTRUCTION ACTIVITIES. TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY W > DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH 15. ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS 0 AGAINST EROSION BY METHODS STATED IN SECTION 104. PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO z F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND ROAD CONSTRUCTION. AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. W SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE MULCH THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER U THAN 3:1 NOR PART OF A DRAINAGE CONVEYANCE. 6. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED W AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING 16. REFER TO POND DETAIL SHEETS FOR EROSION CONTROL CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. MEASURES AT POND OUTFALLS. 7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A 17. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND M SHALL BE DONE IN ACCORDANCE WITH FDOT INDEX NO. 102. ADDITIONAL SEED APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 18. INSPECTIONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR 8. ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION CL ONCE PER WEEK AND WITHIN 24 HOURS AFTER 1/4 INCH OF RAINFALL. THE INSPECTIONS AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE 0 MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE APPROVED PLANS AND SWPPP. CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. 19. GRAVEL CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE O..Od.O DIRT. IF GRAVEL IS NOT ALLOWED, THE CONSTRUCTION ENTRANCES SHALL BE SWEPT 9. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL PERIODICALLY AND LOGGED BY THE CONTRACTOR. BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION. FLOATING A TURBIDITY BARRIER IN CANAL EROSION CONTROL NOTES: THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE IN ACCORDANCE WITH CITY OF OVIEDO AND THE S.J.R.W.M.D., DESIGNED TO MINIMIZE THE IMPACT ON OFF -SITE FACILITIES. ALL DETAILS CONTAINED IN THE PLANS, THE FOLLOWING NOTES AND STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE AS DIRECTED BY THE ENGINEER. ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED Q SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL to N BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. A. TEMPORARY EROSION CONTROL B. PERMANENT EROSION CONTROL 1. STOCKPILING MATERIAL. NO EXCAVATING MATERIAL SHALL 1. PERMANENT SEEDING - ALL AREAS WHICH HAVE BEEN BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DISTURBED BY THE CONSTRUCTION WILL, AS A MINIMUM, BE DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT FERTILIZED AND SEEDED. WATER BODY OR STORMWATER COLLECTION FACILITY. cfl N 2. PERMANENT SEEDING AND MULCHING - SLOPES OF 6:1 TO 2. INLET PROTECTION - INLETS AND CATCH BASINS SHALL BE 4:1 INCLUSIVE WILL BE MULCHED WITH A UNIFORM PROTECTED FROM SEDIMENT- LADEN STORM RUNOFF THICKNESS OF APPROXIMATELY TWO INCHES, LOOSE DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT MEASURE, OF MULCH MATERIAL INCORPORATED INTO THE WATER BODY OR STORMWATER COLLECTION FACILITY. SOIL BY MIXING TO A DEPTH OF FOUR INCHES. 3. TEMPORARY SEEDING / STRIP SODDING - AREAS OPENED 3. PERMANENT SODDING - ALL RETENTION /DETENTION BASINS BY CONSTRUCTION OPERATIONS AND THAT ARE NOT SHALL BE SODDED WITHIN THEIR LIMITS. ALL EXPOSED ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING AREAS WITHIN PUBLIC RIGHT -OF -WAYS WILL BE SOLID TREATMENT WITHIN THIRTY DAYS SHALL BE STRIP - SODDED SODDED. OTHER AREAS WITH AREAS WITH SLOPES STEEPER ALONG ALL DEDICATED ROW'S. THIS WILL PREVENT SEDIMENT THAN 4:1 WILL BE SODDED. RUNOFF FROM INDIVIDUAL LOTS INTO THE ROW AND DRAINAGE SYSTEMS, AND WILL NOT LATER COMPETE WITH 4. STRIP SODDING - STRIP SOD SHALL BE PLACED ADJACENT THE PERMANENT LOT GRASSING. TO ALL CURBS, WALKS AND PAVEMENTS. 4. TEMPORARY SEEDING AND MULCHING - SLOPES STEEPER 5. REGRASSING - ALL GRASSED AREAS WILL BE MAINTAINED THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED TO ASSURE A GOOD STAND AND SUFFICIENT GROUND COVER IN NOTE 3 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH GROUND COVER HAS NOT BEEN ESTABLISHED, THE AREA MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A WILL BE REGRASSED. DEPTH OF 4 INCHES. w I- 6. ADDITIONAL FERTILIZATION - GRASSED AREAS NOT 5. TEMPORARY GRASSING - THE SEEDED OR THE SEEDED AND ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS BE FERTILIZED. REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR U THE ESTABLISHMENT OF A GOOD GRASS COVER. 7. FOR ADDITIONAL SODDING REQUIREMENTS, REFER TO THE 0 LANDSCAPE PLANS. 6. TEMPORARY REGRASSING - IF AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER. 7. THE CONTRACTOR SHALL PLACE SYNTHETIC HAY BALES AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CONSTRUCTION ACCESS DT4 CONTROL EROSION DURING CONSTRUCTION. µ m~ 8. MAINTENANCE - ALL FEATURES OF THE PROJECT DESIGNED FEMA FLOOD AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE ZONE PER FEM!� T \ CONSTRUCTION SO AS TO FUNCTION AS THEY WERE e. MAP - SFF ST -" ! ORIGINALLY DESIGNED AND CONSTRUCTED. Optional Post Positron Principle Post Position - - - .... - - --- Post in. Dia. 2° x 4" Or �%� -- - -- (Canted 20° Toward Flow) "® 1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND Min. Dia. Wood; Steel Filter Fabric (In o 20 o o _ CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT /.33 Lbs /Ft. Min.) o ° n -. - TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER n � o . o 6 Max. Conformance With >; ° DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE Sec. 985 FOOT Spec.) y oo �" w -, P o o CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. o Filter Fabric o �v� o0 0 o r - - -- Q) c 11jrlt Flow X"' 0 NAME: SIGNATURE: DATE: g «( M N 7. 9 o ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE III SILT FENCE Type 111 Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS FLOATING N. T. S. TURBIDITY BARRIER SILT FENCE 0 DOUBLE -ROW SILT FENCE (TYP.) Type -ff Silt Fence Silt Flow Note: Spacing for Type 111 Fence to be in accordance with Chart 1, Sheet l of 3 and ditch installations at drainage structures Sheet 2 of J. Type ill Silt Fence INLET EROSION PROTECTION (TYP.) FEW I DOUBLE -ROW SILT FENCE (TYP.) DOUBLE -ROWS SILT FENCE (TYP.) _..; TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS: TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS: TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS: TELEPHONE: N GRAPHIC SCALE 100 0 50 100 200 300 ( IN FEET ) 1 inch = 100 ft. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 �2 U M 05/06/14 DATE: Z 1 „ = 100' SCALE: Q 0 ON to N RJS � o N ° o I CD LL- cfl N w LL- W N 10 r, � O a Q I � � o O J o"� :2 cn a Z o O F- =) z U M 0 J W O Q Y O = o < w I- F- J Q ~ z U - Q 0 �2 13086 M 05/06/14 DATE: N 1 „ = 100' SCALE: DESIGNED BY: RJS DRAWN BY: RJS � o N ° o L cfl m w Uj � o z :2 Lij M Z ~ U N � W Q Y O = o U I- F- cn z Q - Q 0 C-) C-) W F W > a z Q 0 0 �2 Z N z Ld W CWJ �2 13086 �2 05/06/14 DATE: 1 „ = 100' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS w w :2 M O O C-) C-) (n �2 Z N �2 Z U W G.D W Z Z M CL C. CL 0 O..Od.O (n v (n v o'oOf o H°W° o o W ti ti W 0000 W W W W 2 Cl- d 2 - Cn O W O W O W O W > (n N N (n W > W > W > W > W Ir- cr Of Of Cr r) �NI'7d'�cOI�00a��� JOB # 13086 05/06/14 DATE: 1 „ = 100' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS SWPP-1 '11 T • i No STS STR #MH -1 FIRE HYDRANT ASSEMBLY 8" TEE (2) 8" G.V. 22 I P -4 `. _ - ....... - _.... 8" TEE (2) 8" G.V. T+ 0 I STREET A __ _..........___ _ ................ F STS STR #1 -2 TYPE -4 INLET STA. =51 +00.04- 30.5'RT STS STR #I -1 TYPE -4 INLET STA. =51 +00.04- 30.5'LT _ 6" RWM (OVIEDO) 8" WM (OVIEDO) LOW POINT ELEV = 22.57 HIGH POINT ELEV = 22.68 LOW POINT STA = 50 +80.95 HIGH POINT STA = 50 +37.64 PVI STA = 51 +00 PVI STA = 50 +27.32 PVI ELEV = 22.38 PVI ELEV = 22.74 A.D. = 1.52 A.D. = -2.50 K =72.86 K =13.76 111' VC 34.40' VC /ST -1 UT -1 \GD -1 51 +00 50 +00 8" WM (WINTER SPRINGS) DOUBLE SAN SEWER SERVICE (TYP. WINTER SPRINGS) STS STR #MH -4 A STA. =74 +38.13- 17.5'RT SAN MH #05 STA. =60 +8.39 & 74 +5.07 — 8.4'RT A SAN MH #09 STA. =74 +5.07 — 6.01T A 8" GRAVITY SEWER (WINTER SPRINGS) DOUBLE WATER AND RECLAIM SERVICE (TYP. — WINTER SPRINGS) Rim i� .. 0 1 �Iql 4 1 0-19011 A STS STR #1 -12 8" GRAVITY TYPE -4 INLET SEWER (OVIEDO) STA. =61 +15.84- 17.5'LT 6" RWM (OVIEDO) N �r (D N oo� p � II II 04 > U) w Zyzz Q_ N�ZZ > > 20 m STS STR #I -10 TYPE -4 INLET STA. = 6 2+ 75.08 -17.5' LT SAN MH #04 A 00 p� STA. =63 +83.49- 6.7'LT STS STR #MH -2 STA. =63 +86.20- 17.3'LT A "Al LO I o TTQ- CL LpII 5 04 N II II 0 0 0110 cn II zz0 n�> N� »> ;wz mwzzz 0U) I rr` C14 C-4 �. E0 N O N II II I II II > > N W I N W -0.50% 6.50% P -16 P -14 351' LF STS I 15 ADS HOP ® 1.717./3\ -P-11P P 15 99 LF STS 30 TADS HP ® 0.21 SEE PP -2 P -1 159 LF STS 7-4 Aug r)r � 377 LF SAN 8 PVC 6" VC RWM P -1 35 LF STS I 24 ADS � P 0 1.43% A3 12" MIN SEPARATION STORM RIPE / 6" RWM A / ( C� / Q-I co A A �N A3 A3 I a CO N N 0) N M =) 0 r; / E� CO o_ N.* W C0 0 IQ-to a!N II r ar� ap o.................................................................................. .........................._m... r jll - II LO II II z Jz a0 it it A � N N � II H N o LO ZZI � �� N II zo II ?O II 0 N II -- O � n oQ_ IQ- 1E, ~tniEZZZ + gO _4 go V') --!, �O +I� / �4 jo rn N cfl �n csi .N / 30 II CO N _ 'fl S N 11 II II Mo 04 II II II 006- II 11 III } }rte (1 ?p Q W =ND Q W f N II QMZZ N w II 0 U) w 07 11 zp / cna: -- > 5 ¢m> > > » .............................: M d to R Z a_ d (n O✓ Z Z / i 0.50% 0. 0% 0.5 % -- I P -47 127 LF y / 8-1 TEE (2) 8" G.V. .. �� STS 18 ADS . . HP........_ i .................................1 20 _._...._ P..... 44 _........ P -48 118 LF STS 24 ADS HP 0 0.22% PO304 109 6" PVC RWM SAN 8 F A® 0 I 21" SEPARATION STORK / SANITARY P -46 35 LF STS I � 18 ADS; HP ® 0.23% P -45 61 LF STS 18 ADS HP ®0 22% .................... 5 ... ___ A 12" MIN SEPARATION STO M PIPE / 6" RWM 25" SEPARATION 8" WM / 6t RWM F1 / / / 10 / / / / / I 0'n r-0 00 LO � r-0 0LO •- 0 �W) n0 rn0 Mid00 (0 r MO) r r- 0) N 0 0) �N ON � N M O V N N N N N N N C t N N N N N N N N N N N N N N N t7 N 60 +00 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 / 1 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. /ST -1 UT -1 \GD -1 200 1 N M FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET. ALL PRESSURE MAINS ARE TO BE 3' BELOW GRADE UNLESS OTHERWISE NOTED. 11�11� Ings][611MENWAIRNMWEEM I CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 00 m EE • CL CD CD CD 0 1 mr 1 <I • • Lli 0 U Z 0 Q � N 0 LO r O LLJ I L.L r N N LL W M r O a Q O moo``' CO Q -J �. O p z o I- O < w J � C) M N r, � O N p L I co m 0 z W W O 0 � Q ct� W N Q Y O U o i� z a 0 C) w W > z a 0 F- z o' J U V) z w m M C) c`n� W =:2 Em (/) o of 0 w o z Z > w s 0 � ° o o ° Ld�F- F U U U = w w w O 0000 w N N N > W en > ° w w w CC, w N N ° " a 00 M M N -N r7�LO(0r-00rnc:)- JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r t2 tort aaa A r rcco 11 LO D CE Nil 11� 14,0 N N 11 Z d r C Z Z N 30 .. �.�a............. 20 m STS STR #I -10 TYPE -4 INLET STA. = 6 2+ 75.08 -17.5' LT SAN MH #04 A 00 p� STA. =63 +83.49- 6.7'LT STS STR #MH -2 STA. =63 +86.20- 17.3'LT A "Al LO I o TTQ- CL LpII 5 04 N II II 0 0 0110 cn II zz0 n�> N� »> ;wz mwzzz 0U) I rr` C14 C-4 �. E0 N O N II II I II II > > N W I N W -0.50% 6.50% P -16 P -14 351' LF STS I 15 ADS HOP ® 1.717./3\ -P-11P P 15 99 LF STS 30 TADS HP ® 0.21 SEE PP -2 P -1 159 LF STS 7-4 Aug r)r � 377 LF SAN 8 PVC 6" VC RWM P -1 35 LF STS I 24 ADS � P 0 1.43% A3 12" MIN SEPARATION STORM RIPE / 6" RWM A / ( C� / Q-I co A A �N A3 A3 I a CO N N 0) N M =) 0 r; / E� CO o_ N.* W C0 0 IQ-to a!N II r ar� ap o.................................................................................. .........................._m... r jll - II LO II II z Jz a0 it it A � N N � II H N o LO ZZI � �� N II zo II ?O II 0 N II -- O � n oQ_ IQ- 1E, ~tniEZZZ + gO _4 go V') --!, �O +I� / �4 jo rn N cfl �n csi .N / 30 II CO N _ 'fl S N 11 II II Mo 04 II II II 006- II 11 III } }rte (1 ?p Q W =ND Q W f N II QMZZ N w II 0 U) w 07 11 zp / cna: -- > 5 ¢m> > > » .............................: M d to R Z a_ d (n O✓ Z Z / i 0.50% 0. 0% 0.5 % -- I P -47 127 LF y / 8-1 TEE (2) 8" G.V. .. �� STS 18 ADS . . HP........_ i .................................1 20 _._...._ P..... 44 _........ P -48 118 LF STS 24 ADS HP 0 0.22% PO304 109 6" PVC RWM SAN 8 F A® 0 I 21" SEPARATION STORK / SANITARY P -46 35 LF STS I � 18 ADS; HP ® 0.23% P -45 61 LF STS 18 ADS HP ®0 22% .................... 5 ... ___ A 12" MIN SEPARATION STO M PIPE / 6" RWM 25" SEPARATION 8" WM / 6t RWM F1 / / / 10 / / / / / I 0'n r-0 00 LO � r-0 0LO •- 0 �W) n0 rn0 Mid00 (0 r MO) r r- 0) N 0 0) �N ON � N M O V N N N N N N N C t N N N N N N N N N N N N N N N t7 N 60 +00 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 / 1 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. /ST -1 UT -1 \GD -1 200 1 N M FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET. ALL PRESSURE MAINS ARE TO BE 3' BELOW GRADE UNLESS OTHERWISE NOTED. 11�11� Ings][611MENWAIRNMWEEM I CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 00 m EE • CL CD CD CD 0 1 mr 1 <I • • Lli 0 U Z 0 Q � N 0 LO r O LLJ I L.L r N N LL W M r O a Q O moo``' CO Q -J �. O p z o I- O < w J � C) M N r, � O N p L I co m 0 z W W O 0 � Q ct� W N Q Y O U o i� z a 0 C) w W > z a 0 F- z o' J U V) z w m M C) c`n� W =:2 Em (/) o of 0 w o z Z > w s 0 � ° o o ° Ld�F- F U U U = w w w O 0000 w N N N > W en > ° w w w CC, w N N ° " a 00 M M N -N r7�LO(0r-00rnc:)- JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r 0U) I rr` C14 C-4 �. E0 N O N II II I II II > > N W I N W -0.50% 6.50% P -16 P -14 351' LF STS I 15 ADS HOP ® 1.717./3\ -P-11P P 15 99 LF STS 30 TADS HP ® 0.21 SEE PP -2 P -1 159 LF STS 7-4 Aug r)r � 377 LF SAN 8 PVC 6" VC RWM P -1 35 LF STS I 24 ADS � P 0 1.43% A3 12" MIN SEPARATION STORM RIPE / 6" RWM A / ( C� / Q-I co A A �N A3 A3 I a CO N N 0) N M =) 0 r; / E� CO o_ N.* W C0 0 IQ-to a!N II r ar� ap o.................................................................................. .........................._m... r jll - II LO II II z Jz a0 it it A � N N � II H N o LO ZZI � �� N II zo II ?O II 0 N II -- O � n oQ_ IQ- 1E, ~tniEZZZ + gO _4 go V') --!, �O +I� / �4 jo rn N cfl �n csi .N / 30 II CO N _ 'fl S N 11 II II Mo 04 II II II 006- II 11 III } }rte (1 ?p Q W =ND Q W f N II QMZZ N w II 0 U) w 07 11 zp / cna: -- > 5 ¢m> > > » .............................: M d to R Z a_ d (n O✓ Z Z / i 0.50% 0. 0% 0.5 % -- I P -47 127 LF y / 8-1 TEE (2) 8" G.V. .. �� STS 18 ADS . . HP........_ i .................................1 20 _._...._ P..... 44 _........ P -48 118 LF STS 24 ADS HP 0 0.22% PO304 109 6" PVC RWM SAN 8 F A® 0 I 21" SEPARATION STORK / SANITARY P -46 35 LF STS I � 18 ADS; HP ® 0.23% P -45 61 LF STS 18 ADS HP ®0 22% .................... 5 ... ___ A 12" MIN SEPARATION STO M PIPE / 6" RWM 25" SEPARATION 8" WM / 6t RWM F1 / / / 10 / / / / / I 0'n r-0 00 LO � r-0 0LO •- 0 �W) n0 rn0 Mid00 (0 r MO) r r- 0) N 0 0) �N ON � N M O V N N N N N N N C t N N N N N N N N N N N N N N N t7 N 60 +00 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 / 1 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. /ST -1 UT -1 \GD -1 200 1 N M FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET. ALL PRESSURE MAINS ARE TO BE 3' BELOW GRADE UNLESS OTHERWISE NOTED. 11�11� Ings][611MENWAIRNMWEEM I CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 00 m EE • CL CD CD CD 0 1 mr 1 <I • • Lli 0 U Z 0 Q � N 0 LO r O LLJ I L.L r N N LL W M r O a Q O moo``' CO Q -J �. O p z o I- O < w J � C) M N r, � O N p L I co m 0 z W W O 0 � Q ct� W N Q Y O U o i� z a 0 C) w W > z a 0 F- z o' J U V) z w m M C) c`n� W =:2 Em (/) o of 0 w o z Z > w s 0 � ° o o ° Ld�F- F U U U = w w w O 0000 w N N N > W en > ° w w w CC, w N N ° " a 00 M M N -N r7�LO(0r-00rnc:)- JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r -0.50% 6.50% P -16 P -14 351' LF STS I 15 ADS HOP ® 1.717./3\ -P-11P P 15 99 LF STS 30 TADS HP ® 0.21 SEE PP -2 P -1 159 LF STS 7-4 Aug r)r � 377 LF SAN 8 PVC 6" VC RWM P -1 35 LF STS I 24 ADS � P 0 1.43% A3 12" MIN SEPARATION STORM RIPE / 6" RWM A / ( C� / Q-I co A A �N A3 A3 I a CO N N 0) N M =) 0 r; / E� CO o_ N.* W C0 0 IQ-to a!N II r ar� ap o.................................................................................. .........................._m... r jll - II LO II II z Jz a0 it it A � N N � II H N o LO ZZI � �� N II zo II ?O II 0 N II -- O � n oQ_ IQ- 1E, ~tniEZZZ + gO _4 go V') --!, �O +I� / �4 jo rn N cfl �n csi .N / 30 II CO N _ 'fl S N 11 II II Mo 04 II II II 006- II 11 III } }rte (1 ?p Q W =ND Q W f N II QMZZ N w II 0 U) w 07 11 zp / cna: -- > 5 ¢m> > > » .............................: M d to R Z a_ d (n O✓ Z Z / i 0.50% 0. 0% 0.5 % -- I P -47 127 LF y / 8-1 TEE (2) 8" G.V. .. �� STS 18 ADS . . HP........_ i .................................1 20 _._...._ P..... 44 _........ P -48 118 LF STS 24 ADS HP 0 0.22% PO304 109 6" PVC RWM SAN 8 F A® 0 I 21" SEPARATION STORK / SANITARY P -46 35 LF STS I � 18 ADS; HP ® 0.23% P -45 61 LF STS 18 ADS HP ®0 22% .................... 5 ... ___ A 12" MIN SEPARATION STO M PIPE / 6" RWM 25" SEPARATION 8" WM / 6t RWM F1 / / / 10 / / / / / I 0'n r-0 00 LO � r-0 0LO •- 0 �W) n0 rn0 Mid00 (0 r MO) r r- 0) N 0 0) �N ON � N M O V N N N N N N N C t N N N N N N N N N N N N N N N t7 N 60 +00 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 / 1 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. /ST -1 UT -1 \GD -1 200 1 N M FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET. ALL PRESSURE MAINS ARE TO BE 3' BELOW GRADE UNLESS OTHERWISE NOTED. 11�11� Ings][611MENWAIRNMWEEM I CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 00 m EE • CL CD CD CD 0 1 mr 1 <I • • Lli 0 U Z 0 Q � N 0 LO r O LLJ I L.L r N N LL W M r O a Q O moo``' CO Q -J �. O p z o I- O < w J � C) M N r, � O N p L I co m 0 z W W O 0 � Q ct� W N Q Y O U o i� z a 0 C) w W > z a 0 F- z o' J U V) z w m M C) c`n� W =:2 Em (/) o of 0 w o z Z > w s 0 � ° o o ° Ld�F- F U U U = w w w O 0000 w N N N > W en > ° w w w CC, w N N ° " a 00 M M N -N r7�LO(0r-00rnc:)- JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. /ST -1 UT -1 \GD -1 200 1 N M FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET. ALL PRESSURE MAINS ARE TO BE 3' BELOW GRADE UNLESS OTHERWISE NOTED. 11�11� Ings][611MENWAIRNMWEEM I CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 00 m EE • CL CD CD CD 0 1 mr 1 <I • • Lli 0 U Z 0 Q � N 0 LO r O LLJ I L.L r N N LL W M r O a Q O moo``' CO Q -J �. O p z o I- O < w J � C) M N r, � O N p L I co m 0 z W W O 0 � Q ct� W N Q Y O U o i� z a 0 C) w W > z a 0 F- z o' J U V) z w m M C) c`n� W =:2 Em (/) o of 0 w o z Z > w s 0 � ° o o ° Ld�F- F U U U = w w w O 0000 w N N N > W en > ° w w w CC, w N N ° " a 00 M M N -N r7�LO(0r-00rnc:)- JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r M N r, � O N p L I co m 0 z W W O 0 � Q ct� W N Q Y O U o i� z a 0 C) w W > z a 0 F- z o' J U V) z w m M C) c`n� W =:2 Em (/) o of 0 w o z Z > w s 0 � ° o o ° Ld�F- F U U U = w w w O 0000 w N N N > W en > ° w w w CC, w N N ° " a 00 M M N -N r7�LO(0r-00rnc:)- JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r V) z w m M C) c`n� W =:2 Em (/) o of 0 w o z Z > w s 0 � ° o o ° Ld�F- F U U U = w w w O 0000 w N N N > W en > ° w w w CC, w N N ° " a 00 M M N -N r7�LO(0r-00rnc:)- JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r tm 00 N N N I LO 0 N v O a� rn v C of t0 Co 0 M r7 N I i N Q_ I J Q z LL rn c i O 00 O a 0 0 ■r SINGLE SAN SEWER SERVICE (TYP.) 0 SAN MH #08 STA. =71 +25.89- 33.4'LT A 152 LF SAN 8 PVC © 0.3% SAN MH #06 STA. =71 +15.57- 31.8'LT STS STIR #1 -5 TYPE -4 INLET STA. =70 +24.96- 17.5'LT STS STIR #1 -3 TYPE -4 INLET STA. -- 67 +86.08 -17.5 LT tai / f 6" RWM J\. Z�/ °\ � °d WN m 0 8" WM (OVIEDO) 8" GRAVITY SEWER (OVIEDO) STS STIR #1 -6 TYPE -4 INLET STA. =70 +24.92- 17.5'RT STS STIR #MH -3 STA. =70 +24.92- 6.0'RT 8" GRAVITY SEWER 0 (WINTER SPRINGS) STS STIR #1 -8 SAN MH #02 TYPE -4 INLET STA. =69 +4.06 - 6.0'LT A STA. =73 +00.06- 17.5'RT 8" WM (OVIEDO) STS STIR #I -4 TYPE -4 INLET STA.= 67 +86- 17.5'RT SAN MH #05 0 STA. =74 +5.07 - 8.4'RT & 60 +8.39 A NOTE: WATER MAIN BETWEEN STATIONS 70 +00 AND 73 +00 IS TO BE DIVERTED UNDER THE STORM PIPE IN ACCORDANCE WITH FDEP SEPARATION CRITERIA. im GRAPHIC SCALE 50 0 25 50 100 200 1 b / +UU bzs +UU by +UU /U +UU /1 +UU /1 +UU /3 +UU /4 +UU /0 +UU 1 ( IN FEET ) 1 inch = 50 ft. /ST -1 UT -1 \GD -1 FOROR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET. ALL PRESSURE MAINS ARE TO BE 3' BELOW GRADE UNLESS OTHERWISE NOTED CITY OF WINTER SPRINGS SANITARY SEWER GRAVITY MAIN HATCHED THIS SHEET ONLY FOR CLARITY A CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U • 05/06/14 (�j mr LL- H: C 1 Q 0 0 N n DRAWN BY: 0 r- 0-1 N � it 1 O• O , • • l.L V') N Z#z w < Lr") mr i Q ¢ z O 0 0 ¢ � • JOB # U M 05/06/14 DATE: z H: 1"=50' V: 1":=5' r Q 0 0 N n DRAWN BY: 0 r- BY: DAS N � � � O i m l.L V') N Z#z LL N w r7 Lr") d O Q ¢ z O 0 z ¢ � O L1J ~ 0 O z � L � 0 y �- O ;n O U � F: H w Z � v Q ~ QU- JOB # 13086 M 05/06/14 DATE: N H: 1"=50' V: 1":=5' r DESIGNED n DRAWN BY: � O BY: DAS N 0 o � c0 m (0 LIJ Z#z d z w z � O L1J ~ 0 N � L � Q y X O O U � F: H U) Z ¢ — QU- 0 U Li > z a Z 0 W z � W cwi JOB # 13086 05/06/14 DATE: H: 1"=50' V: 1":=5' SCALE: DESIGNED BY: RJS DRAWN BY: RJS z BY: DAS w O � U H Z � � :m EM oNo C) Of o D z °000 �tz t� U U U U7 � W d W CL W d 0 Q j 0 0 0 w in n � w � w � w ¢ Qf Lv r- 0 0 0 ~ N M � r- Q �— NM;I'V) (011-00a) �— JOB # 13086 05/06/14 DATE: H: 1"=50' V: 1":=5' SCALE: DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS am 00 �o N N i 0 N N LL Q1 3 w c D_ 00 0 M M N i i N a I J z rn c aD 0 00 0 r� i a a on GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. NORTH w 1 STS STR #1 -19 0 1 x TYPE -4 INLET E-4 1 z STA. =77 +74.99- 17.5'LT 10 8" WM VALVE AS 1 >, AND STUBOUT 1 TO TRACT D 1 51 54 5s w. -9k SAN MH #110 STA. =79 +16.12- 5.1'LT FIRE HYDRANT _ AND VALVE P111 87 STS STR #MH -5 STA. =79 +16.12- 17.0'RT 6k- ! U) STS STR #I -20 oo TYPE -4 INLET W ` I STA. =77 +75.06- 17.5'RT 1 -° -18 257 LF P -58 z2:o FT $ 3 o ADS 1.11 a 0 26 121 LF 2 S HP CAD 0.99% Y SINGLE WATER SERVICE 0 SAN MH #010 STA. =76 +05.08- 6.9'RT STS STR #MH -7 U STA. =87 +96.83- 34.6'LT DOUBLE WATER AND 22 RECLAIM SERVICE (TYP.) DESIGNED BY: RJS DRAWN BY: i • J SAN MH #15 AS O STA. = 304+ 70.46 04 (STREET E) LLJ •• LLJ r- I z O LLI m [Y cD LLJ SINGLE WATER AND 1-1 - RECLAIM SERVICE (TYP.) � N (`� r IY D • O a r � 1 Z O J 0 n Z LLJ L" r. O Lil O 0 v LL_ LL] LL] O z W • 0 y U 3 Q Ld 0 UT -3 IVST- 1— D -3 0 Q 1-1-1 n NOTE° FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET. ALL PRESSURE MAINS ARE TO BE 3' BELOW GRADE UNLESS OTHERWISE NOTED. 76 +00 77 +00 78 +00 79 +00 80 +00 81 +00 82 +00 83 +00 84 +00 85 +00 86 +00 87 +00 88 +00 A L I I =1 I •• MIR CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U M 05/06/14 U) CD DESIGNED BY: RJS DRAWN BY: n • 0 N •• 04 Ln N •• LLJ r- I LJL O Cfl m 0 cD w w LO L N (`� r O D • • a r � Z O J 0 Z I L" r. O Lil mr 0 v C LL] LL] o z W • 0 y Z Q Ld I- O Lf) < JOB # U M 05/06/14 U) Z DESIGNED BY: RJS DRAWN BY: n Q 0 N o 04 Ln N a LLJ r- I I O Cfl m cD w w LL_ L N (`� r O O Q a r � Z O J 0 Z Q L" r. O Lil H 0 v 0 O o z W N 0 J Z Q H I- O Lf) < W Q z a - d U 0 0 JOB # 13086 M 05/06/14 U) N DESIGNED BY: RJS DRAWN BY: n APPROVED BY: DAS � O N a � I Cfl m cD w w w O Z W Z W O Lil 0 (n a Q� W N Q Y Z Q O U H N O z a - d 0 0 o O W o W > z a U 0 o z a' W Ld (() JOB # 13086 U) 05/06/14 U) U) DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS w w w 0 o O ZNZ(n to W CD W CD CD M Z M Z Z M E M E of O O.. O m CL C-) U) U(n(n O Qf O Of of F F F 0 > Z_ 0 > Q O O a L� L� U- ° o 0 0 0 0 ��: �:� -- I- U U U U U V) O CL CL 0_ CL a N ° ° ° ° ° ° w w w w w Lu (n (n (n (n (n W ° ° > w > w > w > w > w Ld ck� 0:� 0:� 0:� � <r <r <r � � � W MO N O Q 00 O •- � Q0 r- 00 a) 0 - JOB # 13086 DATE: 05/06/14 SCALE: H: 1"=50' V: 1 " =5' DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS 1 00 O N N I 0 N M 0 N W rn 3 CL C 0 I (0 00 0 N I rn i N 2 0_ I J a z rn c v OD 0 i v v 0 ■. STS STR #1-30 (STREET E) 8T3 STIR #1-29 /STREET E1 -- SAN MH #18A STA,=100f00-6'LT (STREET C -- STA'=300f79.08 (STREET E) 8T8 STIR �NH-11 ' -_' STA.=100f24'64-6'0, RT FIRE HYDRANT AND VALVE G' PVC WM � � STS STIR #NH-12 STA.=300f22.92-6.1'LT DOUBLE WATER AND RECLAIM SERVICE /TYp.\ SAN MH #18 AS STA.=200+06 (STREET D) STS STIR #MH-6 (STREET D) 8" PVC WM SAN MH #17,1 STS STIR #MH-10 8" TEE 8"x6" REDUCER all- STS STIR #1_28 8TA.=100f40'09-17'5`LT STS STIR #1-27 8TA.=100f40'08-17'5'RT YD-O7 AS SEE SHEET GD-3 R" TEE 8~x6" REDUCER /21 8° G.\( 8" G. V. STS STR #NH-Q STA.=103f72.71-6.0'RT 6" PVC WM 61 62 64 | �| \ 8T8 STIR �-- TYPE-3 INLET STA.=102f94'82-17'5'LT \ STS STIR 25 �- TYPE-3 INLET STA'=102f95.17-17'5^RT SINGLE SANITARY SEWER SERVICE /TYp'l � ~~ to Km C) r-ro EL EL 0 a- 00 00q �k �� Ao 11 04 C14 LO 0) (0 Z6 L- FL / �m m�� m 0 m "4: r, *U U� � m 11 �o � K 5; 100 VC 12 NT E E 20 04 5.10 T TA U HIGH P CA 1 4+68 .10 HIGH 0 PVI M 0 0i 00 -x[ 204 Fo- P-J4 37 LF STS 24 ADS HP P-5354LFSTS 18 ADS HP 00.46% � IXI P-33 35 LF STS p_52i~LF STS 18 ADS HIP 0O L3 SEPARATIO� 12 " IN SEPARATIO STO M PIPE 8" 10fOO P-31 35 LF 15 AD� HP 0( 1O2+OO 8" (1) 18"x6��EDOZCZR STS 8 ADS HP P-3 38 LF STS 5 ADS HP P-429 03 '-' ' P53 38 LF 103+00 104+00 p 50p, 63 [--� STS STIR #WH-15 � STA'=104f78.39-7'05'RT 4" FM /Typ_\- 3T5 STIR #MH-B STA. =1O6+43.34-25.2'LT P-GO 115 LF �T� 18 ADS HD ^�|1% 1O5+OO DOUBLE SANITARY SEWER SERVICE /TYP'1 SAN MH #19 AS STA.=106f10.81-10'8'LT 6" WM G. V. FIRE HYDRANT STS STIR #MES-4 ^/ STS STIR #ME8-Q ������T� ��AT� �������� ����� 50 o 25 oo 100 mm m 20 2. BLO OFF R@ To LIFT STATION P-49 18 ADS HP 0 11.74�1 10 �� �� 1OS+OO 1O�+OO ( IN FEET \ 1 inch 50 ft. � � x � _J 71 0 Eel _ C� FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET ALL PRESSURE MAINS ARE TO BE J' BELOW GRADE UNLESS OTHERWISE NOTED. N CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 13086 ry 01/24/14 LL- �� �u DRAWN BY: RJS APPROVED 0 �o U) 00 � 0 0 FL CD m QD 0 Uj 1--- z Z w zo 7: cn ry -- 0 cn JD 00) 00 A d> ������T� ��AT� �������� ����� 50 o 25 oo 100 mm m 20 2. BLO OFF R@ To LIFT STATION P-49 18 ADS HP 0 11.74�1 10 �� �� 1OS+OO 1O�+OO ( IN FEET \ 1 inch 50 ft. � � x � _J 71 0 Eel _ C� FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET ALL PRESSURE MAINS ARE TO BE J' BELOW GRADE UNLESS OTHERWISE NOTED. N CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 JOB # 13086 ry 01/24/14 LL- DESIGNED BY. RJS DRAWN BY: RJS APPROVED 0 04 N U. 0 L0 I CD m 0 0 Uj 1--- z Z w 7: cn ry 0 cn co JOB # 13086 DATE: 01/24/14 DESIGNED BY. RJS DRAWN BY: RJS APPROVED 0 04 N LO Uj L0 I CD m LL- Uj JOB # 13086 DATE: 01/24/14 DESIGNED BY. RJS DRAWN BY: RJS APPROVED BY: DAS L0 I CD m Uj LLJ Li JOB # 13086 DATE: 01/24/14 DESIGNED BY. RJS DRAWN BY: RJS APPROVED BY: DAS Uj CD CD 0 Of Of LO CN JOB # 13086 DATE: 01/24/14 DESIGNED BY. RJS DRAWN BY: RJS APPROVED BY: DAS m � 7 LO � m � o CL� � _ I 1) 8 "x6 M M N N o I I a- N I I a- I I NpopI a- 10- aaLo CL C:) o ao 200 +00 201 +00 202 +00 203 +00 r16 n0l. n- a CA cy� rn rn ,µ'II II II � 990 zzz ST -3 UT -3 GD -3 GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. STS STIR #1 -34 (STREET B) D SAN MH #15 STA.= 304 +70.46 SINGLE WATER AND RECLAIM SERVICE (TYP.) 6" WM VALVE 0 AND STUBOUT t s ■ ST -3 UT -3 GD -3 i J z 0 W U LLI LLI LLI O 1 00 LLI O 1 O U I O • NOTE° FOR GRAPHICAL PURPOSES THE REUSE AND FORCE MAINS ARE OFFSET. ALL PRESSURE MAINS ARE TO BE 3' BELOW GRADE UNLESS OTHERWISE NOTED. M M N It to to � M M I I M M M cq (D 0 I a i 1 a a- I I a- 10- 1 a- l a 300 +00 301+00 302 +00 303 +00 304 +00 M 305 +00 l 111] =1 I CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U NC) a 0 O SCALE: H: Z mrJ DRAWN BY: n Q O 0 N W o O Lr) J a! Li r- U. 0 (j) O W �L N � � Q(Q N M r 0 Elf � o Q r n Z Q w W z ER M 0 Z w a: _ I � mr N IL N LL J O D z ry ry = 0V) H I- O (j) W z W %- z JOB # U M V) SCALE: H: Z ]=- DESIGNED BY: RJS DRAWN BY: n Q O 0 N o O Lr) N a! Li r- 0 LL_ N N r4k W L N M r o O Q Q r n Z O J -, ER M 0 Z Q _ o_ � = N U N C� LL J O Q z J = O H I- O Lr) < W %- z U — Q � JOB # 13086 M V) SCALE: H: N ]=- DESIGNED BY: RJS DRAWN BY: n APPROVED BY: DAS r O N 0 Ln w w r4k o z w LLI Z w o_ ~ U N C� LL J Q Y = O O U I— z a — Q � 0 o' W o W > v Z_ Q U U i= z W V JOB # 13086 U) V) SCALE: H: 1 " =50' V: 1 ]=- DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS w LLI :m :m O 0 U U � NCD W CND :2 Z Z m Cr CE O N N 0 LLJ W w ci Z Z O ° 0 0 0 w ZD U) R w w w O_ a- a- Q_ N o 0 o N N N N Lu W o M > W > W > W a Ck:: ck� w M N O O 00 Cfl C51 j �Nt4) �LnCfl1-00�01— JOB # 13086 DATE: 05/06/14 SCALE: H: 1 " =50' V: 1 ]=- DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS 2m .7 00 d- N N I 0 N O a� L_ 0) 3 v w CL c CL i CO 00 O M N I rn i N 2 0_ I J Q z rn c N 00 O t7 i on 5-4" 3' -4" NIL T Eye Bolt See Index 201 � *4 Bars 9 12" Ctrs. SECTION TYPE C Recommended Maximum Pipe Size: 2' -0" Wall -18" Pipe 3' -1" Wall -24" Pipe to 1/4- - 12" PLAN COf Grate II HALF SECTION CAST IRON GRATES T �O Too moo O O 2'-4" TYPE C Approx. Weight 235 Lbs. CAST IRON GRATE 21 3 5" zzz h ® a a h o Co N CO TYPE C Straight Bars 2"x Reticuline Bars 14"x163" Bands 12 "x 1" Approx. Weight l00 Lbs. STEEL GRATE 1/4" GREY FIBERGLASS SKIMMER BY SKIMMERS INC. OR BY APPROVED EQUAL 4' -5" TOP OF SKIMMER = 22.50 3' -4" 05/06/14 --x-12" 12" Grate _T 12" 12" 2" Cl. Eye Bolt r, See Index 201 Grate TOP ELEVATION = 22.00 Grate � IL °< —' *4 Bars 2O" l2" S. z 28.56" °. TYPE C 20" ASPH CONC (TYP) MIAMI CURB 2' -0" Wall -18" Pipe LL_ 3' -1" Wall -24" Pipe U T LL_ T WEIR INV. = 19.71 a T 0 INSTALLED IN 1" LIFTS a- Ld 3 U D D � a86 BOTTOM OF SKIMMER = 19.21 MUTCD 2B -4 (R1 -1) (J) 0 w 6" CRUSHED CONCRETE BASE, FROM MOUND DIRT OVER OUTFALL PIPE TO PROVIDED 6" MIN. COVER T/ SECTION SECTION TYPE C TYPE C FDOT MODIFIED TYPE "C" INLET — CONTROL STRUCTURE CS1 N.T.S. 5 " 54 �33_ 05/06/14 -x-12" 12 "—► Grate _T 0 2" Cl. Eye Bolt r, See Index 201 ire U Grate � ° —' *4 Bars 2O" l2" S. z SECTION °. TYPE C Recommended Maximum Pipe Size: ASPH CONC (TYP) MIAMI CURB 2' -0" Wall -18" Pipe LL_ 3' -1" Wall -24" Pipe - 2.1/4" - -Will 12" PLAN Of Grate II N 2" HALF SECTION CAST IRON GRATES Too a r� o T°o TYPE C Approx. Weight 235 Lbs. CAST IRON GRATE 511 zzz I I y m a a U Co In TYPE C Straight Bars 2 x 6 Reticuline Bars 14 "x 6" Bands 12 "x1" Approx. Weight l00 Lbs. STEEL GRATE 1/4" GREY FIBERGLASS SKIMMER BY SKIMMERS INC. OR BY APPROVED EQUAL 4' -5" -4" �33_ 05/06/14 -x-12" 12 "—► ° •b ° 12" 12" NTS r, 2' -0'r a LO Grate Cl) ° o 2O" A z 16.80" °. 7 20" - 2.1/4" - -Will 12" PLAN Of Grate II N 2" HALF SECTION CAST IRON GRATES Too a r� o T°o TYPE C Approx. Weight 235 Lbs. CAST IRON GRATE 511 zzz I I y m a a U Co In TYPE C Straight Bars 2 x 6 Reticuline Bars 14 "x 6" Bands 12 "x1" Approx. Weight l00 Lbs. STEEL GRATE 1/4" GREY FIBERGLASS SKIMMER BY SKIMMERS INC. OR BY APPROVED EQUAL 4' -5" TOP OF SKIMMER 15.00 Q 0 0 05/06/14 -x-12" 12 "—► J LL_ 12" 12" NTS r, a T Grate TOP ELEVATION = 14.50 Grate Cl) ° o 2O" 0 z 16.80" °. 7 20" ASPH CONC (TYP) MIAMI CURB TO LL_ N U T LL_ T WEIR INV. = 13.10 a T 0 INSTALLED IN 1" LIFTS a- Ld 3 U D D � a86 BOTTOM OF SKIMMER = 12.60 MUTCD 2B -4 (R1 -1) (J) 0 w 6" CRUSHED CONCRETE BASE, FROM MOUND DIRT OVER OUTFALL PIPE TO PROVIDED 6" MIN. COVER T/ SECTION SECTION TYPE C TYPE C FDOT MODIFIED TYPE "C" INLET — CONTROL STRUCTURE CS2 N.T.S. 1611 Some Slope As 9„ 7„ Adjacent Pavement 4 R Jo in t Seal N L T*1 11 311 \ Conc. Fov't, 4 11 2 Exp. Joint And Preformed Joint Filler 3ooa TYPE A CURB N.T.S. Slope To Fit /0" 11-211 Driveway 72„ Std. 6" Min. 2' -0" For curb, gutter, curb and gutter and traffic separators provide s - 4 contraction joints at l0' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed l0' centers. 1'•I�_1�1�•1�1:1: v NOTES: 1. CROSSWALK REQUIRED ONLY WHERE SHOWN ON PLAN. 0 2. WHERE LOCATED IN PUBLIC ROW, BOTH CROSSWALK AND STOP BARS SHALL BE THERMOPLASTIC. CENTER OF RADIUS 3, F 6i 6" ! 4 o� 0_ I24" WHITE THERMO- PLASTIC STOP BAR - I�TRUNCATED DOMES 2 4 BEHIND BACK OF CURB T TRUNCATED DOMES BEHIND BACK OF CURB 5' CONCRETE SIDEWALK 68' R.O.W. ENTRANCE ROAD RIGHT OF WAY SECTION — OVIEDO N.T.S. RED BACKGROUND o . D D WHITE LETTERS D , UIDII A 50' R/W DOUBLE YELLOW Ng Q 0 0 05/06/14 Mr J LL_ CO T NTS r, a T � 2" TYPE SP -9.5 L W Cl) N o T 0 z Q 0n' o ASPH CONC (TYP) MIAMI CURB TO LL_ N U T LL_ T �(n W O Z_ T 0 INSTALLED IN 1" LIFTS a- Ld 3 U D D � a86 PER MUTCD 2B -4 (R1 -1) (J) 0 w 6" CRUSHED CONCRETE BASE, FROM Q O °. = N 30" HIGH INTENSITY STOP SIGN j 0 v AN FDOT APPROVED SUPPLIER, COMPACTED _ O o D. I- 0 24" ENGINEERING GRADE STOP z TO MIN DENSITY OF 100% OF THE MOD. I- O Q < Ld Ld QJ PROCTOR MAX DRY DENSITY, MIN LBR = 120, > z SIGN FOR INTERNAL SIGNANGE 0 AND MEET FDOT SPECIFICATIONS L L � W CI' ) SI (aLL (\\'L (\C ALL SL PI ( \C L , L(4\,_' NLS Lj V "LI CL L /\I' V'( "� SI (LL I (,A %L ( (C LL SLf I (,LL 2S" 12" STABILIZED SUBGRADE, COMPACTED TO \i 'L LI1SLP 1,L I L LI CLL(�I) \; C�` (,L -LL SLIM C,CLS SI C'LL 98% MAX. DENSITY PER AASHTO T -180, FBV 75. (TYP.) SL PL (, \ Ll,, (, S� LP I sox 50' RIGHT OF WAY SECTION TYP. — WINTER SPRINGS 212 STOP SIGN, BAR AND CROSSWALK _ N T. S. - N.T.S. . p 5' 4" THICK l i'' 11T= =pp 1 CONCRETE WALK AT 3,000 P.S.I.; WOOD FLOAT FINISH SAW CUT CONTRACTION JOINTS AT 5'O.C. MIN EXPANSION JOINT COMPACTED SUBGRADE AT 20 "O.C. MIN. Q NOTE: SIDEWALKS TO COMPLY WITH FDOT FDOT STANDARD INDEX 310 soy CONCRETE WALK N.T.S. Curb / \TRUNCATED DOME DETECTABLE Cam`"__ - -�-�" WARNING SURFACE TRUNCATED DOME DETECTABLE WARNING SURFACE ALL SIDEWALK CURB RAMPS SHALL HAVE TRUNCATED DOME DETECTABLE WARNING SURFACES THAT PICTORIAL VIEW EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24- INCHES FROM THE BACK OF CURB PER FOOT INDEX 304. PLAN VIEW RAMPS FOR PEDESTRIAN TRAFFIC N.T.S. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # Ng Q 0 0 05/06/14 Mr J LL_ CO T NTS r, a T � N W Cl) N o T 0 z Q 0n' o DO TO LL_ N U T LL_ T �(n W O Z_ T 0 a a- Ld 3 U D z � a86 O (J) 0 w (/7 Q O JOB # U M 05/06/14 DATE: Z SCALE: NTS r, Q 0 O N APPROVED � N Lo N 0 Ld I CD DO LL_ N ^ N z4z: LL_ Ld N M I, o O a a I Z J � O 0 o (/7 Q L ^ D:f = N Ld O j 0 v D- _ O o C) I- 0 J cn z I- O Q < Ld Ld QJ W > z Q 0 0 z JOB # 13086 M 05/06/14 DATE: N SCALE: NTS r, BY: RJS DRAWN BY: RJS APPROVED � o N °o CD DO w z4z: o z Li! z � o 0 Q Ld N_ Q Y D- _ O o C) I- F_ cn z Q — Q 0 0 Ld p w F W > z Q 0 0 z � W CI' ) JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED z w 0 o� Z Lj N o p LQw Z> o s o 0 0 � C-) I-- in Z 0 C) C3 z M W W W O maa- CL Of °w o in 0 5; cn cn cn o o > w w > > w Ld Of Ch: Ckf ���� L:J I- N N � rn Q Dorn °� r) �NIM-4-LncO(�OOC��� JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Alff rn N N i u7 O N 0 .n a� LL rn 3 0 0 U 0 DO 0 M N I N N r I J a z i / 00 0 0 0 / �j SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES (ALL SLABS r THICK - REINFORCING PARALLEL TO SHORT WAY AND GONG WAY) SLAB DESIGNS - ROUND STRUCTURES SHORT -WAY LONG- WAY SHORT -WAY LONG -WAY SHORT -WAY LONG-WAY SLAB SLAB SLAB SLAB SLAB SLAB SLAB SL48 REINFORCING DEPTH SCHEDULE DEPTH SCHEDULE DEPTH SCHEDULE DEPTH SCHEDULE DEPTH SCHEDULE DEPTH SCHEDULE DEPTH THICKNESS (2 WAYS) SCHEDULE Slime 3'- 6'xdNLMNTLeO Sys 9'xe' sm rxr SM 31-r -> MADDEN 0.5' < 29' 8 20.5' -40' 8 � 0.5' < 3' D ? 0.5' < 3' D ? 0.5' < 3' D ? 0.5' < 3' D > 0.5' -40' 8" C Top Slab Relnforctng Supplemental Bar A Or B 291-`0' C 3' < 4' C 3' < 4' C 3'< 4' C 3'< 4' C 4'< 14' B 4'< 14' B 4'< 9' B 4'< 9' B 14' < 21' C 14' < 0' C 9' < 17' C 9' < 17' C € Type A Or 8 Riser �} y o v � AT TOP SLAB 21' < 28' D Z' < 28' D 17' < 31' D 17' < 3/' D CIVIL ENGINEERS f Type A Or B Riser j o N ti 28 40 F 28 90 F 3/' 40' G Bars A Short Way If- WXIIWLMNTED Sim rxr Slga a'x9' S/IEs 4�-0� 2 Additional Bars A ) 2- *5 Hoop Bars Optional Shear Ke / 3 > > > > 0 5" 0. C. )See Section 8 -BJ =�w �" �" 0.5' < /9' 8 0.5' < 34' B 0.5' < 3' D 0.5' < 3' D Z 0.5' < 3' D � 0.5' < 3' E Z 0.5' -40' 8" C # (2 Lap Splices Permitted) 19,< 29' C 34' -40' C 3'< 4' C 3'< 4' C 3'< 4' C 31< 4' D 431 E. Horatio Avenue 5 Hoop Bar Wall Reinforcing Shear Ke Perpendicular Bars A y 29' -40' p 4'< 12' B 4'< 15' 8 4' < !6' 8 4'< 18' C Suite 260 (See Section A A) # 4 Hoop Bar 3, _617 l2' < l9' C /5' < 2!` C !6' < 22' C l8' < 25' D 10° Draft A A 2 Additions/ Bars B -- - + -12" -- NOTE: Variations in shear key dimensions 19' < 26' D Z' < 30' D 22' < 29' D 25' < 32' F L X7 Maitland, Florida 32751 bt c O 5" Max. 0. C. Each - will be permitted subject to the (407) 629 -8330 # 0` -- Side Of Opening Engineer's approval. J SIIl3 %� 26 S/2 %� 30' 40' F 29' 40' S/2 %� 32' 40' G r� 2 7's Each Way h Reference Axis Placed On Top Of k 2 Additional Bars A l0° DraAw Z 0.5' < 3' C Z 0.5' < 3' C Z 0.5' < 3' D Z 0.5' < 3' D Z 0.5'< 3' F ? 0.5'< 3' F ZO.5' < 30 8" C Bars A And B At 45° Shear Ke O 5" 0. C. 3 n Y 3' < 19' 8 3' < 19' B 3' < 4' C 3' < 4' C 31< 14' C 31< 14' C 30'-.M' 8" D ZL Optional Shear Ke # 19' < 28' C 19' < 28' C 4'< 7' B 4'< 16' 8 14' < 20' D 14' < 20' D Bars 8 Log Way h- 28' < 38' D 28' < 38' D T < f6' C /6' < 23' C 20' < 26' E 20' < 26' E Parallel Bars B (See Section A -A) h- (See Section B -B) „ Q c c • • • � 38' -40' F 38' -40' F !6' < 23' D 23' < 32' D 26' -40' G 26' -40' G TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM �� '" AT BorroM sus 23' -40' F 32' 40' F _ $ a p Bottom Slob Relnforctng S 3�XB� S %� �,� o ~ RECTANGULAR STRUCTURES 3' < 16' 8 3' < 20' 8 3' < 15' C 3' < 4' C 8' < l8' 8" C LL - SLAB o a SLAB TO WALL DETAILS FOR PRECAST ALTERNATE 16' < 24' C 20' < 29' C 15' < 2i' D 4' < !8' B VERTICAL RE/NF04ClN6 /1qR /ZOVTAL REINFORCING 18'< 30 8" D 'c & ~ ~ 24' < 34' D 29' -40' D 2/' < 27' E l8' < 27' C 30'< 37 8" E Isy y c 3' -6" (Typ.) C�3 W° 34'-40' F 27' 40' G 27' < 37' D WALL WALL 37' -40' 8" G o ° #4 0 12 BW E a #4 0 /2" BW CO $ y (tlorizonta/ ears o (Horizontal Bars m h E DEPTH SCHEDULE DEPTH SCHF_IX/LE ors A 3' -6" Continuous Around $ Continuous Around m c o SIZEe 3�XT� SJZEe T xT' S/IEe a'-0� V Cq Or 6" Corners For :� N Bars A Corners For �� o 0 4'- 01 Rectangular Risers) o Q Bars 8 6" Rectangular Risers) 0 Z0.51< 3' C Z0.51 < 3' C 20.5' < 3' E 2 0.5' < 3' E 3�-8• Z0.5 < 9' /0 C ' o c c 9- #4 Ties O 12" O.C. 3' < l4' 8 3' < 22' 8 3` < 4' D 3' < 4' D ZI.17' -40' A ZL17'-40' B 9' < l5 /0 D 2 -Extra #4's O O Rotate #4 Bars As Required c fSee Section) /4` < 2/' C 22 < 33' C 4' < l6' C 4` < !6` C /5' < 2 ' !0 E a, y Each Side And h cn 1 `m #4 Ties O /2" O.C. To Maintain Cover ` 8" Bars B Above O eni h Vertical Wall Reinforcing g ' 2l' < 39` D 33' 40` D l6' < 22' D l6' < 22' D 23' < 3 ' !2" E p "g e N # PerJ hero/ Sim 0-0' 0 o c^ o o c (See Table) 0 0 5 p 39' 40' F 22' < 28' E 22' < 28' E 33' 40' l2" G y 2 +�° Reinforcement c 0 0 0 3 0 c 28'-40' G 28-40' G Zl.17' -40' A Z /,17' -40' B #4' O l2" O.C. m m ti ti^ p g a „ Each Woy a „ xtra Relnforctng Horizontal Wall Reinforcing a g ¢ SIM VXr SIM 71x8' SAM Ar-W Q 00 0 0 0 o c c o d At Opening °° eL ti i cn ` (See Notel fSee Table) a #5 PeNpheral 20.5' < 3' C 20.5' < 39' 8 20.5' < 3' E 20.5' < 3' E `8 V� 20.5' < 6' l0 C 8" 8 „ m Reinforcement 3' < 8' B 39' 40' C 3' < 4' D 3' < 4' D 21.17' -40' A ZL17 < 33 B 6' < ll` l0" D C] w N 5 It o 8' < 17' C 4' < 15' C 4' < 17' C 33' -40' C I1' < 17' l0" E LT h Bars A Bars 8 y Bars A Wall Reinforci ( l'-6" 17' < 23' D /5' < 2/' D 31 < 23' D ' / 17 Sly 8'-D'A / 17 < 22 8 17' < 23' 12" E 23' 40' F 2!' < 27' E 23' < 29' E 23' 40' !2" G Z Bors B 27' 40' G 29' -40' G ° „ BECTON C -C O O Y = ALTERNATE A � o ALTERNATE 8 S/IEe 3'x9' Slams Tx9' Sys r-0' 22' -40' C S/ZEa �� � ti ti SECTION A -A �- SECTION B -B �c 20.5' < 3' C Z O.5' < 32' 8 20.5' < 3' E Z O.5' < 3' E Z0.5' < 6' l2" C SPECIAL TOP SLAB 21.17' -40' A a /.17' < 15' B O a m a m 3' < 8' 8 32' 40' C 3' < 4' D 3' < 4' D 6 < ll 12" D 0 d *NOTE When the inside diameter of o round structure is g v: NOTE: Provide extra reinforcing each side of each opening l5 < 25 C LL ti 8' < 17' C 4' < l2' C 4' < l8' C ll < l6 /2" E H not more than p sl /urger than the opening r at 3" maximum spacing equal to half the area of vertioo! 25 -40 D the riser or top slab, the top of the structure relnforcment removed by the opening and provide the 17' < 23' D /2'< !8' D !8' < 24' D l6' < 20' l4" E or riser sha /l be constructed according to the same area of relnforcment above each opening at 3" 23' 40' F /a,< 24' E 24' < 32' E SM A'-0' 20' -40' 14" G 24' -40' G 32' 40' G 'Special Top Stab" details on this sheet. maximum spacing os removed by the opening. Z l.17` -40' A Zl -17' < ll' B //' < /9' C GENERAL NOTES REINFORCING SCHEDULE 2s < '29 D (f) GENERAL NOTES WtW W STEEL !. Standard structure bottoms 4' -0" diameter and smaller (Alt. A) and 3' -6" 6. Structure bottoms may be used in conjunction with curb inlet l0. The corner fillets shown are necessary for rectangular structures used with circular 1. Slab reinforcement is appropriate for top, Intermediate, and bottom slabs. Of S/2 �� Z square (Alt. 8) are designated Type P. Larger standard structure bottoms tops Types 1, 2, 3, 4, 5, 6, 9, and !0, and any manhole or Junction box unless risers and Inlet throats and used on skew with rectangular risers, Inlet and Inlet SOIM;DULE 21.17' 90' A 21.17' < 15' C 65 AV (WM otherwise shown In the lans or other standard drawin Fib are designated Type J. Risers are permitted for o/l structures. P gs. Alt. , structure throats. F!llets will be required in lieu of the bottom slab of the Alt. B riser when used 2. Slab depth Js measured from finished grade to top of slab. 11112M 15' - 22' D W bottoms may be used 117 conjunction with curb In /et Types 7 & 8, or with the A /t. A box. Each fT / /et shall be reinforoed with 2� 5 bars. 22' -40' F � U7 2. Walls of circular structures ( Alternate AI constructed Tn place may be any ditch bottom inlet unless otherwise shown in the plans or other standard A 0.20 of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. 3. Wall design depth is measured to the top of the bottom slab for boxes and 8 0.24 rectangular structures !Alternate 8) shall be constructed of reinforced ll. ndex throats, riser or manhole tops shall be secured to structures as shown on to the top of the intermediate slab for risers. C 0.37 Ld Index No. 20/. W concrete only. D 0.53 7. Rectangular structures may be rotated as directed by the Engineer In order 4. Wall height is the distance between top of lower slab to bottom of upper slab. E 0.73 3. Wall thickness and reinforcement are for either reinforced cast -tn -place to facilitate connections between the structure walls and storm sewer pipes. F l 06 Z or precast concrete units except that precast circular units may be furnished l2. Structures with depths over l4' are to be checked for floototion by designer of with walls Tn accordance with either A.S.T.M. C -478 (up to 96" diameter) protect drainage. G 1.45 �i or A.S.T.M. C-76, Class III, 8 Wall, modified where the elliptical steel cage 8. Except when ACI hooks are specifically required, embedment hooks in the area is placed in the center one-third of the wall. top and bottom slabs may be replaced with straight embedments or peripheral /3. Units larger than specified standard may be substituted at the contractor's option O reinforcement In accordance with the reinforcement detail shown under when these units will not cause or Increase the severity of utility conflicts. Such �Of Grate 4. Top and floor slab thickness and reinforcement are for precast and cast In 'Rebar Straight End Embedment Or Peripheral Reinforcement In Lieu of ACl larger units shall be furnished of no additional cost to the Department. Larger place construction. Top and floor slabs shall be of Class II Standard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. Alternate A units cannot replace Alternate 8 units without approval of the =`a Engineer. This note applies to this index only. concrete. Concrete as specified in A.S.T.M. C -478 (4000 psi) may be W used in lieu of C /ass I and Class SI concrete in precast items manufactured y Al! steel bars shall have 4. minimum cover unless otherwise shown. Horizontal Tn plants which are under the 'Standard Operating Procedures' for the O steel in rectangular structures shall be lapped a minimum of 24 bar diameters l4. For manhole and Junction box tops, for frames and covers, and, for supplementary n Inspection of precast drainage products. at corners. details see Index No. 201. 2' �N l� 5. Al! reinforcement shall be A.S.T.M. A6 /5, Grade 60 or 65 KS! welded wire fabric, either smooth or deformed. HALF SECTION CAST IRON GRATES v 2' -0" Z Zoo STRUCTURE BOTTOMS TYPE J AND P 8" 8„ 8' 8„ Q N N 5" 0 r- N.T.S. o _J i ca � N N N= a, LL- UJ r7 O Z Q ®® a U J D 4 _ N m m 8„ 6,_0„ 8„ N 8„ 3, 6„ 8 Z J 0 M O o .� NOTES (FRAMES. AND COVERT 2 - #8 Bars m - Q L .. Unless Otherwise Unless Otherwise = N if 11 !. The 212 lb. cover is to be used for al! frames Types I, II, III and # i o Shown On Plans Q Shown On Plans Q the 2 -Piece Cover, and Ts the replacement cover for all previous frames 2- 8 Bars 2 Min. TYPE C ___ O Z with lJ° deep seats (traffic type). The 185 !b. cover (non- ` "� 2' -8" Max. Strai ht Bars 2 "x o � traffic type), 1984 Roadway and Traffic Design Standards Index Tongue & Groove g 7 to / No. 201, Ts the replacement cover for existing frames with J" Joint To Match Reticullne Bars 14"x i r Q deep seats. installation of frames withi deep seats Ts not Riser Riser Bands ! z4„ NOTE: Alt. B Structure Bottom Only. See Detail No. 200 I- O �n g permitted. The 185 lb. covers are to be placed Tn existing " '� 3' -6" Or 4' Dio. Approx. Weight l00 Lbs. z - deep seated frames only when specifically called for in the A!! Reinforcement No. 6 Bars STRUCTURE BOTTOM FOR INLETS TYPE C _I plans or as specifically directed by the Engineer. `� Except 6 - *8 Bars Shown. STEEL GRATE U Bars Spaced o 6" Centers Both PRECAST CONCENTRIC CONE Ways Except Middle Bars Shown / (a 7" Centers. All Bars with AC! Concrete Or Standard Hooks Canted Approx. 8" Brick. See N 2 - *8 Bars 45°, Or Embedded In Accordance Note 3. b With The Slab Reinforcement NOTES (TOPSI 2' Dio. =� "'° GENERAL NOTES r\ «, Detail Shown Under Optional ,.) ` N o TOP VIEW Construction Joints, Sheet ° 2 -417 1. These inlets are suitable for bic cle and edestrian areas and are to be used in ditches, � 1. Manhole top Type 7 slabs shall be of Class IZ concrete. REINFORCEMENT PLAN No. 3 of 6, Exce t All *8 Bars N N 2 //" i/" 2" Y P c0 m Concrete as specified in ASTM C-478 may be used for # P 3' -6" Or 4' Dia. �, n medians and other areas subject to Infrequent traffic loadings but ore not to be placed w C!i s Permitted '�N And 6 Bars Around Manhole P precast units; see Genera! Note No. 3. N 2' in areas subject to any heavy wheel loads. On 3' -0" Frame p{ " Opening Shall Be Hooked. o 2. Manhole to T e 7 slabs ma be of cast -Tn- lace or BRICK OR CONCRETE o °0 2. Inlets sub ect to minimal debris should be constructed without slots. Where debris is a Z 2' -O" Or 3' -O" P YP Y P j TOP VIEW i„ precast construction. The optional key is for precast tops � °o °o problem inlets should be constructed with slots. Slotted inlets located within roadway W z _I and in lieu of dowels. Frame and slab openings are to c ,� b °0 00 clear zones and Tn areas accessible to pedestrians shall have traversable slots. The W O " be omitted when to is used over a 'unction box. Frames g ° o o C 7 Q 2'-O" Or 3` -O" � P J � 2' Min. 'r �_ � � "�' traversable slot modlfTcatlon )s not adaptable to inlet Type H. Scots may be constructed W (/) N „ can be adjusted with from one to six courses of brick. = M o o at either or both ends as shown on plans. Ld 2' -8 Max. Tongue &Groove °o Q Y O -'j 3. Manho /e top Type 8 may be of cast -in -place or precast 8" For 3' -6" & 4' Dia. Joint To Match _ 3. Steel rotes ore to be used on al/ Inlets where bic c/e traffic is antic? led. Steel rates = 0 _ °- concrete construction or brick construction. For concrete l2 Optional Key z" /0" For 6' & 7' Dia. Riser } 2 4 } N g y p° g C� I- F are to be used on all inlets with traversable slots. Either cast iron or steel grates may be (f) construction, the concrete and steel reinforcement shall Riser 3' -6" Or 4' Dia. y pa Q r � � 2 „� � � used on inlets without slots where bic cle traffic is not antic: led. Either cast iron or Z -iQ be the some as the supporting wall unit. An eccentric l l i" steel grates may be used on all Inlets with non - traversable slots. Subject to the selection Q �` lO° Draft Thickness Of p M cone may be used. Structure Wal! described above, when Alternate G grate is specified in the plans, either the steel grate, W 3' -6 ", 4' -0", 6' -0 ", 7` -0" Dia. PRECAST ECCENTRIC CONE hot dipped galvanized after fabrication, or the cast Tron grate may be used, unless the W 3" 4. Manhole tops shall be secured to structures by optional TYPE C W j plans stipulate the particular type. v SECTION construction Joints as shown on Sheet 3 of 6. SECTION Z Approx. Weight 235 Lbs. WALL SECTION SECTION � o � TYPE I TYPE 7 -T (TRAFFIC) (H -2a TYPE 8 CAST IRON GRATE 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than z � TYPE Z �+ those recommended must be checked for fit. W w For Manholes For Curb inlets Types 1, 2, 3, & 4 MANME 5. All exposed corners and edges of concrete are to be chomfered 4 ". MANHOLE TOPS 6. Pavement to be used on inlets without s lots and inlets with non - traversable s lots only 3' -4 "� 3' -�4 "� � 54 when called for in the plans; but required on a1! traversable slot inlets. Cost to be Its- 54' I 2�-� � included in contract unit price for inlets. Quantities shown are for information only. �° r Grote 7. Traversable slots constructed in existing inlets shall be paid for as inlets partial, Typical Location 24 2' -0" 24° ,°; 0 2" Cl. Eye Bolt and shall include the cost for slot openings, paving and any required replacement grates. E d For Bottom Slab o See index 201 ° r - - -- Pick -Up ,°, 2 Without Sump - 9 h Q 8. Sodding to be used on all inlets not located in paved areas and paid for under contract r M .Jn I, Hole „ V) 0 8" 8" unit price for Sodding SY. 4 _ i _ z_ i� / - // 7g =ia jj� '- � � � #4+Bars O g, For supplementary details see Detail No. 201. N !2 Ctrs. _ =iQ Non -Skid /O. When used in traffic areas use four sided bearing grate. U.S. Foundry#6450 or equal. I PLAN SECTION o Surface 3" n 3" Ribs (Optionoll ' N TYPE C 2320 F. D. 0. T. TYPE C I N LET �, " z TOP VIEW 'v Grout Recommended Maximum Pipe Size: _ Z o I„ E J" Per Ft. 2' -0" Wall -i8" Pie SECTION 2 3' -l" wall -24" Pipe Cn TOP VIEW Dia. Varies �R > COVER FOR ALL FRAMES !l2 Std.) � 3 o a „ Note. Grout to consist of 3:l Sand - Cement Mixture or any Class Concrete. a 2' -0 Or 3' -0" W m WEIGHT OF CASTINGS FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL � o 2' OPENING 3' OPENING 4„ Galvanized Hardware Cloth Q U Ribs Frame Cover 2 -Piece Cover No. 4 Coarse Aggregate 2'x 2'x 2' ORA /NAGS STRUCTURE INVERT o (Optional) Type Frame Frame cD (Std.) Cover Ring Total Filter Fabric N n �t U7 (0 � 00 a-) CD O =rte I !26 Lbs. 2/2 Lbs. 220 Lbs. 2!2 Lbs. 250 Lbs. 462 Lbs. NOTE: Sump bottom appropriate for a!! manhole and inlet types. II 134 Lbs. 2/2 Lbs. 260 Lbs. 2!2 Lbs. 250 Lbs. 462 Lbs. Cost for sump bottom to be included in the contract unit GD price for inlet or manhole. WALL SECTION SECTION III 98 Lbs. 2/2 Lbs. 220 Lbs. 2/2 Lbs. 250 Lbs. 462 Lbs. O`JO O6 14 i JOB # N SUMP BOTTOM DATE: / / j TYPE III BOTTOM VIEW scA�E: N TS For Curb inlets Types 7 & 8 DESIGNED BY: RJS CAST IRON FRAMES 201 SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS DRAWN BY: RCS z N.T.S. APPROVED BY: DAS j C m cfl 00 0 M DT- 2 Inlet Type 2 Symmetrical About f Ot ' I- A 2' Dia. Cover See Slab Reinforcing 6, + b Inlet Detall This Sheet. oa B ` 6" B L J 5" 0 Concrete io Support Post l0' 0 3` -0" ` Ly.A PLAN (INLET TYPE 2 SYMMETRICAL ABOUT C) To Be Paid Limits Of Inlet Construction To Be Paid For As C. & G. For As C. & G. F.L. Of Gutter 3' -0 !0' -0" ' -O" 3' -0" Gutter Gutter Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICA ABOUT V See Note $- 5" 0 Concrete No. 4 Support Post 6" Concrete Or ( 2 a 8" Brick. _ 3' -6" 6 DIMENSIONAL SECTION INLETS TYPES I AND 2 #6 Bars Unless #6 Bars 0 Otherwise Shown 9" Ctrs. #6 Bars ra 9" Ctrs. #6 B rt P t uppo os _ 6' -0" 31-0" ` 9' -a' L.A PLAN (INLET TYPE 4 SYMMETRICAL ABOUT C) To Be Palo Limits Of Inlet Construction To Be Paid For As C. & G. For As C. & G. F.L. Of Gutter to a 0 T Bock Of 3' -0, 6' -0" 3' -0" 3' -O" �I I Gutter Gutter i Trans. Trans. SECTION 88 (INLET TYPE 4 SY METRICAL ABOUT V b i Zo See Note $ 5" 0 Concrete to No. 4 Support Post 6" Concrete Or 8" Brick. 6" 4' -0" 6" DIMENSIONAL SECTION INLETS TYPES 3 AND 4 #6 Bars Unless „ Otherwise Shown / 9" Bars @ 9" 6 j7'" z 7" #6 Bars o 9" Ctrs. T #6 Bars ra Bars s. #7 Bars 4, lI -� #4 Bars #7 Bars 4 l 5 Both Ways ca 8' Ctrs. Both Ways #4 Bars to 8" Ctrs. #4 Bars 9 8" Ctrs. _ 3' -6" Diameter I 4' -0" Diameter r � REINFORCING SECTION REINFORCING SECTION X-6' DIA. STRUCTURE BOTTOM (SECTION AA) 4' -0' DIA. STRUCTURE BOTTOM (SECTION AA) TRANSVERSE SECTIONS FOR INLETS TYPES I, 2, 3 & 4 ,10 CURB INLET TOPS TYPES 1, 29 3 & 4 N.T.S. �•o� -A m °N O 9" i a c m °N # cn - --r, � w �Vlcrete Support Post INLETS TYPES I AND 3 INLETS TYPES 2 AND 4 SLAB REINFORCING GENERAL NOTES I. The finished grade and slope of the inlet tops are to conform with the finished cross slope and grade of the proposed sidewalk and /or border. 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius and, where necessary, modify the inlet details accordingly. Bend steel when necessary. J. All steel in inlet top shall have l minimum cover unless otherwise shown. Inlet tops shall be either cast -In- place" or precast concrete. 4. The rear wall portion of inlet tops Types 1, 2, 3 & 4 may be constructed with brick. Dowels to top slab required. 6. For supplemental details see Index No. 201. 5. Only round concrete support post will be acceptable. 7. These inlets are to be used with Curb and Gutter Types E and F. Locate outside of pedestrain crosswalk where practical. 8. For sturcture bottoms see Index No. 200. 9. Inlet to be paid for under the contract unit price for Inlets (Curb) (Type >r Each. 9" I g"I 7 /02" #6 Top Bars 1' loi" 7" 3 " #6 Bottom Bars 21 7 "For 3'-6" Structure Bottom #7 Bottom Bars 3 "3" 181¢ "For 4' -0" Structure Bottom #6 Bars o 9" Ctrs. , �9' I I I I I I� l'-6" #4 Bars G) 8" Ctrs. 6 DIMENSION & RE/NFOICING HALF SECTION TYPES A & E CURB (HALF SECTION AA) (TYPE E GUTTER SHOWN) U �o m WRAP TRENCH WITH FILTER F 4 Q (MIRAFI 140N OR EQUIVA c o iu TWO 18 "- VERTU m° Q) PERFORATED UNI DIMENSIONS AND QUANTITIES M 5$ "CONCRETE SLAB (CY) 0 SODDING (SO. YDS.) D X A B C E F I G Single Double Triple Quad. N Single Double Triple Quad. Single Double Triple Quad. See Genera! Note No. 3. Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe See Sheet 5 Of 6 For 3" Slab Quantities 15" 2-7 1.92 2.18 4.10' 2.06 5 1.22 4.63 7.21 9.79 12.37 1.19 0.38 0.58 0.77 0.96 21 24 27 30 l8" 2' -10" 1.97' 2.74' 4.71' 2.56' 6' 1.41' 4.92' 7.75' 10.58' 13.42 1.2 /' 0.44 0.65 0.87 1.09 22 25 28 3/ 24" 3' -5" 2.06' 3.85' 5.91' 3.56 7' 1.73' 5.50' 8.92' 12.33' 15.75 1.25' 0.54 0.83 1.12 1.42 24 28 32 35 30" 4' -3" 2.15' 4.95' 730' 4.56` 8r__ __Y_00'__ --e-08-r- /0.33' 14.58' --Ts-.-83T- 1.29' 0.66 1.09 1.50 1.91 26 3/ 35 40 36" 5' -1" 2.25' 6.08' 8.33' 5.56' 9 2.24 6.67 11.75' 16.83' 21.92 1.33' 0.81 1.38 1.95 2.51 28 34 39 45 " 6' -0" 2.34' 7.2! 9.55' 6.56' l0' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 0.97 /.70 2.45 3.19 30 37 43 50 Slope 6' -9" 2.43' 8.33' 10.76' 7.56 ll' 2.65' 7.83' 14.58' 21.33' 28.08' 1.42' 1.13 2.04 2.93 3.84 32 39 47 54 54" 7' -8" 2.52' 9.44' 11.96 8.56' 12` 2.83 8.42 16.08' 23.75 31.42 1.46' 1.3/ 2.44 3.58 4.72 34 42 51 59 60" 8' -6 2.62' 10.56' 13.18' 9.56' 14' 3.00' 9.00' 17.50' 26.00' 34.50' 1.50' 1.51 2.89 4.28 5.68 36 45 55 64 66" 9'-2" 2.71' 11.68 14.39' 10.56' 15' 3.18' 9.58' 18.75' 27.92' 37.08' 1.54' 1.68 3.25 4.84 6.43 38 46 58 68 7 l0' -Q" 2.80' 12.80 /5.60 /1.56 16' 3.30' 10.16` 20.16 30.16' 40.16' 1.58' 1.89 3.74 5.59 7.45 40 51 62 73 „ 15 P'-7" 2.27 4.09 6.36' 4.03 81 1.22` 4.63 7.21' 9.79 12.37 1.19' 0.57 0.87 1.15 1.44 23 26 29 32 2' -10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 0.66 0.99 /.3/ 1.65 25 28 3/ 35 B E 4" 3' -5" 2.53' 7.18 A 9.7/' 7.03'A ll' 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 0.85 1.30 1.75 2.20 28 32 36 40 30" 4' -3" 2.70` 9.251 __7/_-9_5_T_ 9.03` l3' 2:55r- 6.08 10.33` 14.58' 18.83 1.29' /.l0 1.74 2.39 3.05 31 36 41 46 A 6.42' 66.25' Dimensions permitted to allow use of 8' standard pipe lengths. 4.1 36" 5'4' 2.87' 11.31'0 14.18 11.0310 15' 2.24' 6.67' 11.75' 16.83' 21.92' 1.33' 1.32 2.21 3.08 3.96 34 40 46 52 010.40' 0.10' Dimensions permitted to allow use of 12' standard pipe lengths. EM.05' 13.37' 16.42 13.03' l7' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 1.58 2.76 3.91 5.09 38 44 51 58 .22' 15.43' 18.65 15.03' 19` 2.65' 7.83' 14.58' 21.33' 28.08' 1.42' 1.85 3.30 4.73 6.17 41 46 56 63 .39' /7.49' 20.88 17.03 21' 2.83 8.T2'- 16.08' 23.75 3/.42 /.46' 2.14 3.95 5.77 7.58 44 52 61 69 AO Concrete slab shall be deepened to form bridge across crown of pipe. See section below. .56' 19.55' 23.1/ 19.03' 23' 3.00' 9.00' 17.50' 26.00' 34.50' 1.50' 2.45 4.66 6.87 9.07 47 56 66 75 3.73' 21.62 25.35' 2/.03' 25' 3.18' 9.58' 18.75' 27.92' 37.08' 1.54' 2.88 5.54 8.18 /0.84 49 59 69 80 3.9!' 22.68 26.59 23.03 27' 3.30' 10.16' 20.16 30.16' 40.16' 1.58' 3.18 6.27 9.36 12.45 52 63 74 85 E Sod zQ �n Or Round Corners J V I od T� ,/'2'72'*N MITERED END SECTION N.T.S. Beveled Or Round Corners u' Concrete Slab, 3" Or 51" Thick, 0 Reinforced With WWF 6x6- Wl.4xWl.4 - TOP VIEW-MULTIPLE PIPE NOTE: See sheet 6 for details and notes. T> V p� �.2 Sod -- CROSS - SECTION BENCH, ELEV. 15.5' -F DRAIN, ELEV. 13.0' BACKFILL TRENCH WITH FOOT #57 STONE, OR EQUIVALENT BACKFILL UNDERCUT WITH IN -SITU FINE SAND, LESS THAN 5% PASSING NO. 200 SIEVE OTTOM OF UNDERCUT _EV. 10.0' N.T.S. 0 6" DIA. SOLID WALL HOPE PIPE 0 0 6" DIA. 90' ELL 0 0 0 6" DIA. SOLID WALL HOPE PIPE a 0 0 0 0 0 TO OUTFALL Q6" DIA. TEE 4 OR ONE 36' ADVANEDGE TED UNDERDRAIN �T ADS ADVANEDGE END OUTLET PROFILE VIEW 10' MIN VARIES 10' MIN TOP OF BANK = 23.00' EXISTING GRADE 1% 1% MIN SOD SOD MIN NO- 1 MAX STAGE 100YR 100HR = 22.73 1 4 MAX STAGE 25YR 24HR = 21.83 4 SOD SHALL BE PLACED ON THE SIDE SLOPES MAX STAGE 10YR 24HR = 21.41 AND BERM OF THE POND. SIDE SLOPE SHALL KInRMAI \A/ATFR I F\/P-1 = 1Q nn' BE SODDED TO THE GRADE BREAK. 0 A 1 1 \2.IBOTTOM 2 ELEV. = 10.00' 903A TYPICAL WET DETENTION POND - N.T.S. a GRADE BREAK ELEV. 16.00' NOTE: CONFINING LAYERS EXIST AT DEPTHS OF 5' TO 30' BELOW EXISTING GRADE. BASED ON PROPOSED GRADES A BREACH IS NOT EXPECTED. REFER TO FINAL GEOTECHNICAL EXPLORATION REPORT #1146485 PREPARED BY UNIVERSAL ENGINEERING SCIENCES. 10' MIN VARIES 10' MIN TOP OF BANK = 14.50' EXISTING GRADE 1% 1% MIN SOD SOD MIN MAX STAGE 100YR 24HR = 13.90' SIDE SLOPES AND BERM OF THE 1 1 POND. BOTTOM SHALL BE SEEDED 4 MAX STAGE 25YR 24HR = 13.41' 4 SOD SHALL BE PLACED ON THE NA AX CTAnF(1(lYR /�4HR1 = 1 .3 1 F' 3 2 BOTTOM 3 ELEV. = 10.00' 9038 TYPICAL DRY DETENTION POND - N.T.S. VARIES ' NOTE: CONFINING LAYERS EXIST AT DEPTHS OF 5' TO 30' BELOW EXISTING GRADE. BASED ON PROPOSED GRADES A BREACH IS NOT EXPECTED. REFER TO FINAL GEOTECHNICAL EXPLORATION REPORT #1146485 PREPARED BY UNIVERSAL ENGINEERING SCIENCES. LLLV. = 1 y.y4 903C DRY SWALE WEIR #1 N.T.S. TOP OF BANK = 20.25' HEIGHT SIDE OPPOSITE OF WETLAND, 20 FT ON WETLAND SIDE SOD SHALL BE PLACED WITHIN THE ENTIRE SOD LIMITS J, TjAk3 1 11 �\ ilyffelej CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 U z 0 Q O N 0 N LO E O I Li V) ^ N N LL_ Lv r O a a I J Z � O O N Qom- , Fro O --, z J I- o < Ld J � U M N r N a L0 I c0 m z4z: o W z a: z O U U) Q Lv N Q Y O = O U I- t=- V) z 0 Ld F W > z Q U F z � W U F�ww LLJ D LLJ O F- U W O CL 0000 M wWWw cn to cn cn W > > > > w w w w rK Of W W Of w N N 0 Q 00 0- o -NIA Ln(.0r_0O am) 0 JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Alm Is rn N N T 0 N O 3 a 0 O O 00 O n N I N N r CL I Q Z c a> O 00 O n / a 0 / g Inlet Type 4 Symmetrical About f i t j j--► A � kao 2' Did. Cover See Slab Reinforcing 2 Detail This Sheet. + + 61;p s. C C Inlet °a b b B 6 6 B+ B Back Of Curb � J 5" 0 Concrete c J uppo os _ 6' -0" 31-0" ` 9' -a' L.A PLAN (INLET TYPE 4 SYMMETRICAL ABOUT C) To Be Palo Limits Of Inlet Construction To Be Paid For As C. & G. For As C. & G. F.L. Of Gutter to a 0 T Bock Of 3' -0, 6' -0" 3' -0" 3' -O" �I I Gutter Gutter i Trans. Trans. SECTION 88 (INLET TYPE 4 SY METRICAL ABOUT V b i Zo See Note $ 5" 0 Concrete to No. 4 Support Post 6" Concrete Or 8" Brick. 6" 4' -0" 6" DIMENSIONAL SECTION INLETS TYPES 3 AND 4 #6 Bars Unless „ Otherwise Shown / 9" Bars @ 9" 6 j7'" z 7" #6 Bars o 9" Ctrs. T #6 Bars ra Bars s. #7 Bars 4, lI -� #4 Bars #7 Bars 4 l 5 Both Ways ca 8' Ctrs. Both Ways #4 Bars to 8" Ctrs. #4 Bars 9 8" Ctrs. _ 3' -6" Diameter I 4' -0" Diameter r � REINFORCING SECTION REINFORCING SECTION X-6' DIA. STRUCTURE BOTTOM (SECTION AA) 4' -0' DIA. STRUCTURE BOTTOM (SECTION AA) TRANSVERSE SECTIONS FOR INLETS TYPES I, 2, 3 & 4 ,10 CURB INLET TOPS TYPES 1, 29 3 & 4 N.T.S. �•o� -A m °N O 9" i a c m °N # cn - --r, � w �Vlcrete Support Post INLETS TYPES I AND 3 INLETS TYPES 2 AND 4 SLAB REINFORCING GENERAL NOTES I. The finished grade and slope of the inlet tops are to conform with the finished cross slope and grade of the proposed sidewalk and /or border. 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius and, where necessary, modify the inlet details accordingly. Bend steel when necessary. J. All steel in inlet top shall have l minimum cover unless otherwise shown. Inlet tops shall be either cast -In- place" or precast concrete. 4. The rear wall portion of inlet tops Types 1, 2, 3 & 4 may be constructed with brick. Dowels to top slab required. 6. For supplemental details see Index No. 201. 5. Only round concrete support post will be acceptable. 7. These inlets are to be used with Curb and Gutter Types E and F. Locate outside of pedestrain crosswalk where practical. 8. For sturcture bottoms see Index No. 200. 9. Inlet to be paid for under the contract unit price for Inlets (Curb) (Type >r Each. 9" I g"I 7 /02" #6 Top Bars 1' loi" 7" 3 " #6 Bottom Bars 21 7 "For 3'-6" Structure Bottom #7 Bottom Bars 3 "3" 181¢ "For 4' -0" Structure Bottom #6 Bars o 9" Ctrs. , �9' I I I I I I� l'-6" #4 Bars G) 8" Ctrs. 6 DIMENSION & RE/NFOICING HALF SECTION TYPES A & E CURB (HALF SECTION AA) (TYPE E GUTTER SHOWN) U �o m WRAP TRENCH WITH FILTER F 4 Q (MIRAFI 140N OR EQUIVA c o iu TWO 18 "- VERTU m° Q) PERFORATED UNI DIMENSIONS AND QUANTITIES M 5$ "CONCRETE SLAB (CY) 0 SODDING (SO. YDS.) D X A B C E F I G Single Double Triple Quad. N Single Double Triple Quad. Single Double Triple Quad. See Genera! Note No. 3. Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe See Sheet 5 Of 6 For 3" Slab Quantities 15" 2-7 1.92 2.18 4.10' 2.06 5 1.22 4.63 7.21 9.79 12.37 1.19 0.38 0.58 0.77 0.96 21 24 27 30 l8" 2' -10" 1.97' 2.74' 4.71' 2.56' 6' 1.41' 4.92' 7.75' 10.58' 13.42 1.2 /' 0.44 0.65 0.87 1.09 22 25 28 3/ 24" 3' -5" 2.06' 3.85' 5.91' 3.56 7' 1.73' 5.50' 8.92' 12.33' 15.75 1.25' 0.54 0.83 1.12 1.42 24 28 32 35 30" 4' -3" 2.15' 4.95' 730' 4.56` 8r__ __Y_00'__ --e-08-r- /0.33' 14.58' --Ts-.-83T- 1.29' 0.66 1.09 1.50 1.91 26 3/ 35 40 36" 5' -1" 2.25' 6.08' 8.33' 5.56' 9 2.24 6.67 11.75' 16.83' 21.92 1.33' 0.81 1.38 1.95 2.51 28 34 39 45 " 6' -0" 2.34' 7.2! 9.55' 6.56' l0' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 0.97 /.70 2.45 3.19 30 37 43 50 Slope 6' -9" 2.43' 8.33' 10.76' 7.56 ll' 2.65' 7.83' 14.58' 21.33' 28.08' 1.42' 1.13 2.04 2.93 3.84 32 39 47 54 54" 7' -8" 2.52' 9.44' 11.96 8.56' 12` 2.83 8.42 16.08' 23.75 31.42 1.46' 1.3/ 2.44 3.58 4.72 34 42 51 59 60" 8' -6 2.62' 10.56' 13.18' 9.56' 14' 3.00' 9.00' 17.50' 26.00' 34.50' 1.50' 1.51 2.89 4.28 5.68 36 45 55 64 66" 9'-2" 2.71' 11.68 14.39' 10.56' 15' 3.18' 9.58' 18.75' 27.92' 37.08' 1.54' 1.68 3.25 4.84 6.43 38 46 58 68 7 l0' -Q" 2.80' 12.80 /5.60 /1.56 16' 3.30' 10.16` 20.16 30.16' 40.16' 1.58' 1.89 3.74 5.59 7.45 40 51 62 73 „ 15 P'-7" 2.27 4.09 6.36' 4.03 81 1.22` 4.63 7.21' 9.79 12.37 1.19' 0.57 0.87 1.15 1.44 23 26 29 32 2' -10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 0.66 0.99 /.3/ 1.65 25 28 3/ 35 B E 4" 3' -5" 2.53' 7.18 A 9.7/' 7.03'A ll' 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 0.85 1.30 1.75 2.20 28 32 36 40 30" 4' -3" 2.70` 9.251 __7/_-9_5_T_ 9.03` l3' 2:55r- 6.08 10.33` 14.58' 18.83 1.29' /.l0 1.74 2.39 3.05 31 36 41 46 A 6.42' 66.25' Dimensions permitted to allow use of 8' standard pipe lengths. 4.1 36" 5'4' 2.87' 11.31'0 14.18 11.0310 15' 2.24' 6.67' 11.75' 16.83' 21.92' 1.33' 1.32 2.21 3.08 3.96 34 40 46 52 010.40' 0.10' Dimensions permitted to allow use of 12' standard pipe lengths. EM.05' 13.37' 16.42 13.03' l7' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 1.58 2.76 3.91 5.09 38 44 51 58 .22' 15.43' 18.65 15.03' 19` 2.65' 7.83' 14.58' 21.33' 28.08' 1.42' 1.85 3.30 4.73 6.17 41 46 56 63 .39' /7.49' 20.88 17.03 21' 2.83 8.T2'- 16.08' 23.75 3/.42 /.46' 2.14 3.95 5.77 7.58 44 52 61 69 AO Concrete slab shall be deepened to form bridge across crown of pipe. See section below. .56' 19.55' 23.1/ 19.03' 23' 3.00' 9.00' 17.50' 26.00' 34.50' 1.50' 2.45 4.66 6.87 9.07 47 56 66 75 3.73' 21.62 25.35' 2/.03' 25' 3.18' 9.58' 18.75' 27.92' 37.08' 1.54' 2.88 5.54 8.18 /0.84 49 59 69 80 3.9!' 22.68 26.59 23.03 27' 3.30' 10.16' 20.16 30.16' 40.16' 1.58' 3.18 6.27 9.36 12.45 52 63 74 85 E Sod zQ �n Or Round Corners J V I od T� ,/'2'72'*N MITERED END SECTION N.T.S. Beveled Or Round Corners u' Concrete Slab, 3" Or 51" Thick, 0 Reinforced With WWF 6x6- Wl.4xWl.4 - TOP VIEW-MULTIPLE PIPE NOTE: See sheet 6 for details and notes. T> V p� �.2 Sod -- CROSS - SECTION BENCH, ELEV. 15.5' -F DRAIN, ELEV. 13.0' BACKFILL TRENCH WITH FOOT #57 STONE, OR EQUIVALENT BACKFILL UNDERCUT WITH IN -SITU FINE SAND, LESS THAN 5% PASSING NO. 200 SIEVE OTTOM OF UNDERCUT _EV. 10.0' N.T.S. 0 6" DIA. SOLID WALL HOPE PIPE 0 0 6" DIA. 90' ELL 0 0 0 6" DIA. SOLID WALL HOPE PIPE a 0 0 0 0 0 TO OUTFALL Q6" DIA. TEE 4 OR ONE 36' ADVANEDGE TED UNDERDRAIN �T ADS ADVANEDGE END OUTLET PROFILE VIEW 10' MIN VARIES 10' MIN TOP OF BANK = 23.00' EXISTING GRADE 1% 1% MIN SOD SOD MIN NO- 1 MAX STAGE 100YR 100HR = 22.73 1 4 MAX STAGE 25YR 24HR = 21.83 4 SOD SHALL BE PLACED ON THE SIDE SLOPES MAX STAGE 10YR 24HR = 21.41 AND BERM OF THE POND. SIDE SLOPE SHALL KInRMAI \A/ATFR I F\/P-1 = 1Q nn' BE SODDED TO THE GRADE BREAK. 0 A 1 1 \2.IBOTTOM 2 ELEV. = 10.00' 903A TYPICAL WET DETENTION POND - N.T.S. a GRADE BREAK ELEV. 16.00' NOTE: CONFINING LAYERS EXIST AT DEPTHS OF 5' TO 30' BELOW EXISTING GRADE. BASED ON PROPOSED GRADES A BREACH IS NOT EXPECTED. REFER TO FINAL GEOTECHNICAL EXPLORATION REPORT #1146485 PREPARED BY UNIVERSAL ENGINEERING SCIENCES. 10' MIN VARIES 10' MIN TOP OF BANK = 14.50' EXISTING GRADE 1% 1% MIN SOD SOD MIN MAX STAGE 100YR 24HR = 13.90' SIDE SLOPES AND BERM OF THE 1 1 POND. BOTTOM SHALL BE SEEDED 4 MAX STAGE 25YR 24HR = 13.41' 4 SOD SHALL BE PLACED ON THE NA AX CTAnF(1(lYR /�4HR1 = 1 .3 1 F' 3 2 BOTTOM 3 ELEV. = 10.00' 9038 TYPICAL DRY DETENTION POND - N.T.S. VARIES ' NOTE: CONFINING LAYERS EXIST AT DEPTHS OF 5' TO 30' BELOW EXISTING GRADE. BASED ON PROPOSED GRADES A BREACH IS NOT EXPECTED. REFER TO FINAL GEOTECHNICAL EXPLORATION REPORT #1146485 PREPARED BY UNIVERSAL ENGINEERING SCIENCES. LLLV. = 1 y.y4 903C DRY SWALE WEIR #1 N.T.S. TOP OF BANK = 20.25' HEIGHT SIDE OPPOSITE OF WETLAND, 20 FT ON WETLAND SIDE SOD SHALL BE PLACED WITHIN THE ENTIRE SOD LIMITS J, TjAk3 1 11 �\ ilyffelej CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 U z 0 Q O N 0 N LO E O I Li V) ^ N N LL_ Lv r O a a I J Z � O O N Qom- , Fro O --, z J I- o < Ld J � U M N r N a L0 I c0 m z4z: o W z a: z O U U) Q Lv N Q Y O = O U I- t=- V) z 0 Ld F W > z Q U F z � W U F�ww LLJ D LLJ O F- U W O CL 0000 M wWWw cn to cn cn W > > > > w w w w rK Of W W Of w N N 0 Q 00 0- o -NIA Ln(.0r_0O am) 0 JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Alm Is rn N N T 0 N O 3 a 0 O O 00 O n N I N N r CL I Q Z c a> O 00 O n / a 0 / E Sod zQ �n Or Round Corners J V I od T� ,/'2'72'*N MITERED END SECTION N.T.S. Beveled Or Round Corners u' Concrete Slab, 3" Or 51" Thick, 0 Reinforced With WWF 6x6- Wl.4xWl.4 - TOP VIEW-MULTIPLE PIPE NOTE: See sheet 6 for details and notes. T> V p� �.2 Sod -- CROSS - SECTION BENCH, ELEV. 15.5' -F DRAIN, ELEV. 13.0' BACKFILL TRENCH WITH FOOT #57 STONE, OR EQUIVALENT BACKFILL UNDERCUT WITH IN -SITU FINE SAND, LESS THAN 5% PASSING NO. 200 SIEVE OTTOM OF UNDERCUT _EV. 10.0' N.T.S. 0 6" DIA. SOLID WALL HOPE PIPE 0 0 6" DIA. 90' ELL 0 0 0 6" DIA. SOLID WALL HOPE PIPE a 0 0 0 0 0 TO OUTFALL Q6" DIA. TEE 4 OR ONE 36' ADVANEDGE TED UNDERDRAIN �T ADS ADVANEDGE END OUTLET PROFILE VIEW 10' MIN VARIES 10' MIN TOP OF BANK = 23.00' EXISTING GRADE 1% 1% MIN SOD SOD MIN NO- 1 MAX STAGE 100YR 100HR = 22.73 1 4 MAX STAGE 25YR 24HR = 21.83 4 SOD SHALL BE PLACED ON THE SIDE SLOPES MAX STAGE 10YR 24HR = 21.41 AND BERM OF THE POND. SIDE SLOPE SHALL KInRMAI \A/ATFR I F\/P-1 = 1Q nn' BE SODDED TO THE GRADE BREAK. 0 A 1 1 \2.IBOTTOM 2 ELEV. = 10.00' 903A TYPICAL WET DETENTION POND - N.T.S. a GRADE BREAK ELEV. 16.00' NOTE: CONFINING LAYERS EXIST AT DEPTHS OF 5' TO 30' BELOW EXISTING GRADE. BASED ON PROPOSED GRADES A BREACH IS NOT EXPECTED. REFER TO FINAL GEOTECHNICAL EXPLORATION REPORT #1146485 PREPARED BY UNIVERSAL ENGINEERING SCIENCES. 10' MIN VARIES 10' MIN TOP OF BANK = 14.50' EXISTING GRADE 1% 1% MIN SOD SOD MIN MAX STAGE 100YR 24HR = 13.90' SIDE SLOPES AND BERM OF THE 1 1 POND. BOTTOM SHALL BE SEEDED 4 MAX STAGE 25YR 24HR = 13.41' 4 SOD SHALL BE PLACED ON THE NA AX CTAnF(1(lYR /�4HR1 = 1 .3 1 F' 3 2 BOTTOM 3 ELEV. = 10.00' 9038 TYPICAL DRY DETENTION POND - N.T.S. VARIES ' NOTE: CONFINING LAYERS EXIST AT DEPTHS OF 5' TO 30' BELOW EXISTING GRADE. BASED ON PROPOSED GRADES A BREACH IS NOT EXPECTED. REFER TO FINAL GEOTECHNICAL EXPLORATION REPORT #1146485 PREPARED BY UNIVERSAL ENGINEERING SCIENCES. LLLV. = 1 y.y4 903C DRY SWALE WEIR #1 N.T.S. TOP OF BANK = 20.25' HEIGHT SIDE OPPOSITE OF WETLAND, 20 FT ON WETLAND SIDE SOD SHALL BE PLACED WITHIN THE ENTIRE SOD LIMITS J, TjAk3 1 11 �\ ilyffelej CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 U z 0 Q O N 0 N LO E O I Li V) ^ N N LL_ Lv r O a a I J Z � O O N Qom- , Fro O --, z J I- o < Ld J � U M N r N a L0 I c0 m z4z: o W z a: z O U U) Q Lv N Q Y O = O U I- t=- V) z 0 Ld F W > z Q U F z � W U F�ww LLJ D LLJ O F- U W O CL 0000 M wWWw cn to cn cn W > > > > w w w w rK Of W W Of w N N 0 Q 00 0- o -NIA Ln(.0r_0O am) 0 JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Alm Is rn N N T 0 N O 3 a 0 O O 00 O n N I N N r CL I Q Z c a> O 00 O n / a 0 / A 1 1 \2.IBOTTOM 2 ELEV. = 10.00' 903A TYPICAL WET DETENTION POND - N.T.S. a GRADE BREAK ELEV. 16.00' NOTE: CONFINING LAYERS EXIST AT DEPTHS OF 5' TO 30' BELOW EXISTING GRADE. BASED ON PROPOSED GRADES A BREACH IS NOT EXPECTED. REFER TO FINAL GEOTECHNICAL EXPLORATION REPORT #1146485 PREPARED BY UNIVERSAL ENGINEERING SCIENCES. 10' MIN VARIES 10' MIN TOP OF BANK = 14.50' EXISTING GRADE 1% 1% MIN SOD SOD MIN MAX STAGE 100YR 24HR = 13.90' SIDE SLOPES AND BERM OF THE 1 1 POND. BOTTOM SHALL BE SEEDED 4 MAX STAGE 25YR 24HR = 13.41' 4 SOD SHALL BE PLACED ON THE NA AX CTAnF(1(lYR /�4HR1 = 1 .3 1 F' 3 2 BOTTOM 3 ELEV. = 10.00' 9038 TYPICAL DRY DETENTION POND - N.T.S. VARIES ' NOTE: CONFINING LAYERS EXIST AT DEPTHS OF 5' TO 30' BELOW EXISTING GRADE. BASED ON PROPOSED GRADES A BREACH IS NOT EXPECTED. REFER TO FINAL GEOTECHNICAL EXPLORATION REPORT #1146485 PREPARED BY UNIVERSAL ENGINEERING SCIENCES. LLLV. = 1 y.y4 903C DRY SWALE WEIR #1 N.T.S. TOP OF BANK = 20.25' HEIGHT SIDE OPPOSITE OF WETLAND, 20 FT ON WETLAND SIDE SOD SHALL BE PLACED WITHIN THE ENTIRE SOD LIMITS J, TjAk3 1 11 �\ ilyffelej CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 U z 0 Q O N 0 N LO E O I Li V) ^ N N LL_ Lv r O a a I J Z � O O N Qom- , Fro O --, z J I- o < Ld J � U M N r N a L0 I c0 m z4z: o W z a: z O U U) Q Lv N Q Y O = O U I- t=- V) z 0 Ld F W > z Q U F z � W U F�ww LLJ D LLJ O F- U W O CL 0000 M wWWw cn to cn cn W > > > > w w w w rK Of W W Of w N N 0 Q 00 0- o -NIA Ln(.0r_0O am) 0 JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Alm Is rn N N T 0 N O 3 a 0 O O 00 O n N I N N r CL I Q Z c a> O 00 O n / a 0 / M N r N a L0 I c0 m z4z: o W z a: z O U U) Q Lv N Q Y O = O U I- t=- V) z 0 Ld F W > z Q U F z � W U F�ww LLJ D LLJ O F- U W O CL 0000 M wWWw cn to cn cn W > > > > w w w w rK Of W W Of w N N 0 Q 00 0- o -NIA Ln(.0r_0O am) 0 JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Alm Is rn N N T 0 N O 3 a 0 O O 00 O n N I N N r CL I Q Z c a> O 00 O n / a 0 / F�ww LLJ D LLJ O F- U W O CL 0000 M wWWw cn to cn cn W > > > > w w w w rK Of W W Of w N N 0 Q 00 0- o -NIA Ln(.0r_0O am) 0 JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Alm Is rn N N T 0 N O 3 a 0 O O 00 O n N I N N r CL I Q Z c a> O 00 O n / a 0 / JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS Alm Is rn N N T 0 N O 3 a 0 O O 00 O n N I N N r CL I Q Z c a> O 00 O n / a 0 / Alm Is rn N N T 0 N O 3 a 0 O O 00 O n N I N N r CL I Q Z c a> O 00 O n / a 0 / mt: ["ncluding, 1 — Pu bi POSITIVE LOT SLOPE DETAIL PAVEMENT CURB PARKWAY SIDEWALK VARIES VARIES NOTES A. 1/2' PER FOOT SLOPE MIN, 1' PER FOOT SLOPE MAX B. 1/4' PER FOOT SLOPE MIN C. 1/2' PER FOOT SLOPE MIN, 1' PER FOOT SLOPE MAX D, DETAIL APPLIES TO SIDEWALK AND BIKEPATH (SIDEWALK SHOWN), NEGATIVE LOT SLOPE DETAIL PAVEMENT CURB PARKWAY SIDEWALK VARIES VARIES I -EDGE OF ROW NOTE A NOTE B NOTE C NOTES A. 1/2' PER FOOT SLOPE MIN, 1- PER FOOT SLOPE MAX B. 1/4' PER FOOT SLOPE MIN C. 1/2' PER FOOT SLOPE MIN, 1' PER FOOT SLOPE MAX D, DETAIL APPLIES TO SIDEWALK AND BIKEPATH (SIDEWALK SHOWN) SEWER SERVICE LATERAL DETAIL GATE VALVE AND BOX DETAIL SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR FINISHED GRADE [- ( UNPAVED AREAS � (SEE VALVE COLLAR DETAILS) GENERAL NOTES ADJUSTABLE CAST IRON 1. ALL CONCRETE WITHIN ROW SHALL BE 3,000 PSI. (N❑ WELD WIRE FABRIC WITHIN ROW) VALVE BOX 2, SIDEWALK /BIKEPATH SUBGRADE SHALL BE COMPACTED TO A MIN DENSITY OF 95% OF BOX SHALL REST ON RESILIENT SEAT THE MAX DENSITY AS DETERMINED BY AASHT❑ T -180. BEDDING ROCK NOT 3. CURB BASE SHALL BE COMPACTED TO A MIN DENSITY OF 98% OF THE MAX DENSITY ON VALVE OR PIPE CLEAN -OUT CAP 1 ABOVE FINISH GRADE AS DETERMINED BY AASHT❑ T -180. AND SHALL BE 4. LENGTH OF SIDEWALK /BIKEPATH MAX SLOPE OF 1211 AND 2,0% CROSS SLOPE MAX CENTERED ON 5. DRIVEWAY AND APPROACH SUBGRADE TO BE COMPACTED TO A MIN DENSITY OF 98% OPERATING NUT 1 OF 1 OF THE MAX DENSITY AS DETERMINED BY AASHT❑ T -180, 9 6. EXPANSI ❑N MATERIAL1 4>2 28 4>3 33 - BITUMINUS MATERIAL EXTENDING TO FULL DEPTH CONCRETE FINISHED GRADE SECTIONS OF THE CITY OF OVIEDO'S MOST CURRENT - 112' EXPANSION JOINT BETWEEN CURBS AND ABUTTING STRUCTURES 14115 95 22 1/2" BEND - SIDEWALK /BIKEPATH TO HAVE EXPANSION JOINT AT A MAX OF 100' 14 1� 11 - PLACE EXPANSION JOINT AT DRIVEWAYS, SIDEWALK /BIKEPATH INTERSECTI ❑NS, ALL INLETS, 0 V E D 0 3� 21 RADIUS POINTS, AND POINTS WHERE ❑PERATI ❑NS CEASE FOR ANY CONSIDERABLE TIME. O V I E D O 7, TOOL /SAW JOINTS TO BE AT EVERY 5' FOR SIDEWALK AND 10' FOR CURBS. 11 1/4" BEND 8. DRIVEWAYS AND APPROACHES TO BE A MIN OF 6' THICK, 8/ 5 9. SOD V ON EACH SIDE OF SIDEWALK /BIKEPATH AND OUTSIDE OF CURB OR EDGE OF PAYMENT. LOT LINE 10, VALVES, CAPS, AND CLEAN -OUTS SHALL BE APPROVED BY ENGINEER BEFORE POURING CONCRETE, FILE 11, CHANGE FROM STANDARDS SHALL REQUIRE CITY ENGINEER'S APPROVAL. 1>1 12 12. L ❑CATION SHALL REQUIRE CITY ENGINEER'S APPROVAL, FILE SCALE 6" BRANCH SEWER MAI THESE DETAILS ARE PROVIDED ONLY THE DESIGN PROCESS. ALL DESIGN TO ASSIST IN SHALL BE IN CITY OF TYPICAL REV. SHEET ACCORDANCE WITH THE SPECIFIC ARTICLES AND 6" 45' CITY DETAIL 1/1998 1 OF 1 SECTIONS OF THE CITY OF OVIEDO'S MOST CURRENT \ / UPDATED VERSIONS OF THESE DETAILS SHOULD Engineering Department VALVE DETAILS VALVE01 NTS ENGINEERING STANDARDS MANUAL. IT IS 0 V I D 0 FILE SCALE THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE THEY BECOME AVAILABLE FROM THE CITY. g g p SEE 1 CONCRETE DETAIL UPDATED VERSIONS OF THESE DETAILS SHOULD THEY BECOME AVAILABLE FROM THE CITY. Engineering Department DETAILS CONCO2 NTS SEWER SERVICE LATERAL DETAIL GATE VALVE AND BOX DETAIL SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR FINISHED GRADE [- ( UNPAVED AREAS � (SEE VALVE COLLAR DETAILS) 6" BEDDING ROCK J NOTES: 1. EXTENSIONS SHALL USE C -900 OR DIP ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4' DEPTH BELOW FINISHED GRADE. UNIMPROVED CONDITION THICK 1O8" ONC PAD TYP EACH VALVE BOX. 3,000 PSI - CONCRETE MIN VALVE COLLAR DETAIL 4 BARS ALL ROUND LETTERED "WATER ", OR "SEWER" AS APPLICABLE SEE RECLAIM DETAIL FOR RECLAIM TOP FLUSH WITH FINISHED GRADE SEWER AND WATER----- - VALVE BOX 6' AND COVER 2" MIN SEE RECLAIM DETAIL FOR RECLAIM E BASE VALVE BOX RECLAIM DETAIL AND COVER LETTERED "RECLAIM" (TYP) AS APPLICABLE ASPHALT SURFACE THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN THE DESIGN PROCESS. ALL DESIGN SHALL BE IN ADJUSTABLE CAST IRON SEE NOTE 2 --- VALVE BOX 8" THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN THE DESIGN PROCESS. ALL DESIGN SHALL BE IN BOX SHALL REST ON RESILIENT SEAT REV. BEDDING ROCK NOT M. J. GATE VALVE 36" ON VALVE OR PIPE CLEAN -OUT CAP 1 ABOVE FINISH GRADE CITY DETAIL AND SHALL BE WATER ° o CENTERED ON MAIN �R& OPERATING NUT 6" BEDDING ROCK J NOTES: 1. EXTENSIONS SHALL USE C -900 OR DIP ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4' DEPTH BELOW FINISHED GRADE. UNIMPROVED CONDITION THICK 1O8" ONC PAD TYP EACH VALVE BOX. 3,000 PSI - CONCRETE MIN VALVE COLLAR DETAIL 4 BARS ALL ROUND LETTERED "WATER ", OR "SEWER" AS APPLICABLE SEE RECLAIM DETAIL FOR RECLAIM TOP FLUSH WITH FINISHED GRADE SEWER AND WATER----- - VALVE BOX 6' AND COVER 2" MIN SEE RECLAIM DETAIL FOR RECLAIM E BASE VALVE BOX RECLAIM DETAIL AND COVER LETTERED "RECLAIM" (TYP) AS APPLICABLE ASPHALT SURFACE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER 1" ABOVE FINISH GRADE, IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. RESTRAINED PIPE TABLE MIN LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN THE DESIGN PROCESS. ALL DESIGN SHALL BE IN CITY OF TYPICAL REV. SHEET 8" THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN THE DESIGN PROCESS. ALL DESIGN SHALL BE IN CITY OF TYPICAL REV. SHEET 30" 36" ACCORDANCE WITH THE SPECIFIC ARTICLES AND CLEAN -OUT CAP 1 ABOVE FINISH GRADE CITY DETAIL 1 /1998 1 OF 1 11� 79 ACCORDANCE WITH THE SPECIFIC ARTICLES AND 19>1 130 CITY DETAIL 1/1998 1 OF 1 FINISH 9 SECTIONS OF THE CITY OF OVIEDO'S MOST CURRENT 3>2 22 4>2 28 4>3 33 6� 43 FINISHED GRADE SECTIONS OF THE CITY OF OVIEDO'S MOST CURRENT FINISHED GRADE QRADE 14115 95 22 1/2" BEND VARIES 14 1� 11 ENGINEERING STANDARDS MANUAL. IT IS 0 V E D 0 3� 21 ENGINEERING STANDARDS MANUAL. IT IS O V I E D O 5� 38 6� 46 11 1/4" BEND w 6/ 4 8/ 5 SLOPE TO 1� 8 LOT LINE 1� 13 WYE WITH FILE SCALE TEE 1>1 12 TERMINAL 3>2 25 FILE SCALE 6" BRANCH SEWER MAI THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE 14> 9 93 GATE AND BUTTERFLY DEPTH AT 1.0) MIN 2� 14 W w THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE 6" 45' VALVE COLLAR W CLEAN -OUT 11> 77 TYP UPDATED VERSIONS OF THESE DETAILS SHOULD Engineering Department VALVE DETAILS VALVE01 NTS CHECKED DJ UPDATED VERSIONS OF THESE DETAILS SHOULD Engineering Department DETAIL VALVE02 NITS L_J DETAIL THEY BECOME AVAILABLE FROM THE CITY. g g p SEE 1 NTS DETAIL THEY BECOME AVAILABLE FROM THE CITY. g g p 6" BRANCH DETAIL NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER 1" ABOVE FINISH GRADE, IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. RESTRAINED PIPE TABLE MIN LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). Y PLAN REV. 4" 6" 8" PROFILE 12" 16" 20" 24" 30" 36" 90' BEND CLEAN -OUT CAP 1 ABOVE FINISH GRADE 1 ABOVE 8> 54 10> 6 67 11� 79 1511 104 19>1 130 2351 155 283 192 34>3 330 FINISH 1>1 12 2>1 17 3>2 22 4>2 28 4>3 33 6� 43 FINISHED GRADE 9> 64 FINISHED GRADE QRADE 14115 95 22 1/2" BEND VARIES VARIES 1� 11 2� 13 2>1 16 3� 21 3� 26 4� 31 5� 38 6� 46 11 1/4" BEND w 6/ 4 8/ 5 SLOPE TO 1� 8 LOT LINE 1� 13 WYE WITH 2� 19 33 23 TEE 1>1 12 TERMINAL 3>2 25 N 5� 37 6" BRANCH SEWER MAI 11> 75 14> 9 93 O DEPTH AT 1.0) MIN 2� 14 W w 4>2 27 6" 45' SIZE VARIES W CLEAN -OUT 11> 77 TYP 17� 115 N z z BEND Q CHECKED DJ (TYP) Engineering Department LATERAL DETAIL WWSYSO1 NTS L_J UPDATED VERSIONS OF THESE DETAILS SHOULD WYE WITH TABLE SEE 1 NTS THEY BECOME AVAILABLE FROM THE CITY. 6" BRANCH DETAIL ROTATE CLEAN OUT REMOVABLE 6" 45° WYE WITH 6' BRANCH TERMINAL DEPTH 30° (TYP) SPRING LINE SEE NOTE 1 PLUG BEND AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE' SERVICE z LOT (3' MIN)(TYP) LINE SINGLE DOUBLE 3: DOUBLE LATERAL LATERAL 0 WYE _A NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER 1" ABOVE FINISH GRADE, IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. RESTRAINED PIPE TABLE MIN LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). Y PIPE SIZE REV. 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" 90' BEND 4>2 29 6>4 41 8> 54 10> 6 67 11� 79 1511 104 19>1 130 2351 155 283 192 34>3 330 45' BEND 1>1 12 2>1 17 3>2 22 4>2 28 4>3 33 6� 43 8>5 54 9> 64 11� 80 14115 95 22 1/2" BEND 9/ 6 1� 8 1� 11 2� 13 2>1 16 3� 21 3� 26 4� 31 5� 38 6� 46 11 1/4" BEND 4/ 3 6/ 4 8/ 5 1� 7 1� 8 1� 10 1� 13 2� 15 2� 19 33 23 TEE 1>1 12 2>1 18 3>2 25 4>3 31 5� 37 7>5 50 9� 62 11> 75 14> 9 93 16;� 112 DEAD END 2� 14 3>2 21 4>2 27 5>3 33 5>4 40 7>5 52 9� 65 11> 77 14> 9 96 17� 115 NOTES: 1. PROVIDED ARE THE MIN ALLOWABLE RESTRAINED PIPE LENGTHS FOR WORKING PRESSURE OF 150 PSI (TOP OF BOX) AND 100 PSI (BOTTOM OF BOX). SPECIFIC SOIL SURVEY SHALL BE REQUIRED TO DEVIATE FROM THESE STANDARDS. 2. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 3. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 4. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 5. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 6. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: 150 PSI 100 PSI SOIL DESIGNATION: CLAY 1 LAYING CONDITIONS: TYPE 2 7. FOR PIPE ENCASED IN POLYETHYLENE INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * A SITE SPECIFIC SOIL SURVEY WILL BE REQUIRED TO DEVIATE FROM THE CITY'S MINIMUM ALLOWABLE LENGTHS. THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN THE DESIGN PROCESS. ALL DESIGN SHALL BE IN Y TYPICAL REV. SHEET Z THESE DETAILS ARE PROVIDED ONLY TO ASSIST IN THE DESIGN PROCESS. ALL DESIGN SHALL BE IN Y TYPICAL REV. SHEET N DESIGNED DJ 0 N a � r 1 I O (.0 m LL_ ACCORDANCE WITH THE SPECIFIC ARTICLES AND N CITY DETAIL 10/2006 1 OF 1 N 04 n ACCORDANCE WITH THE SPECIFIC ARTICLES AND O CITY DETAIL 10/2001 1 OF 1 Z J SECTIONS OF THE CITY OF OVIEDO'S MOST CURRENT ENGINEERING STANDARDS MANUAL. IT IS O V I E D O O _J O O SECTIONS OF THE CITY OF OVIEDO'S MOST CURRENT ENGINEERING STANDARDS MANUAL. IT IS O V E D O LL- ^ O U) 17 DRAWN SL Ld N F c to ft� O z z U M FILE SCALE N qO z F- FILE SCALE O THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE SEWER SERVICE Ld >- THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE 7 RESTRAINED PIPE z Q Q CHECKED DJ UPDATED VERSIONS OF THESE DETAILS SHOULD Engineering Department LATERAL DETAIL WWSYSO1 NTS L_J UPDATED VERSIONS OF THESE DETAILS SHOULD Engineering Department TABLE WATER05 NTS THEY BECOME AVAILABLE FROM THE CITY. DETAIL THEY BECOMES AVAILABLE FROM THE CITY. DETAIL APPROVED BW Corporat (I" Mir Water To Domes 5ery ✓ater Main °rvice Line 'Minimum lylene Tubinc) 90° Angle Curb Stop (See Note 3) I Check 15f WATER MAIN SADDLE *EQUIRED O. 2" TAPS OR _C CORPORATION STOP & FITTING (NORMALLY OPEN) TO METER BOX ASSEMBLY POLYETHYLENE TUBING NOte5: I . All fltting5 5hall be bra55 with compre551on /packjoint type connection5. 2. No service line 5hall terminate under a driveway or any other paved surface. 3. Each 5ervice 5hall terminate at a 90° angle curb 5top(5) which 5hall be buried approximately 3' below final grade and 5hall be clearly marked with a 2 1'x2 "x 18" stake with the top painted blue and marked with the number of the 10t(5) to be served. 4. 5ervice connection5 to main 5hall not be made under paved 5urface5. 5. Meter boxes to be purchased and in5talled by contractor at finl5hed grade. City will in5tall meter upon pavement of applicable fees and charge5. REVISIONS DATE DATE SHEET CITY OF SINGLE SERVICE - I " OR 2" �_ D O 10/2006 1 OF 1 O V PROJ. NO. SCALE 27 1 1 Engineering Department NTS DETAIL 400 ALEXANDRIA BLVD., MAIM, FL 32765 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS n I N r7 tf) Ci 0 N (7i O V O 0) 3 0 O (0 DO O M ^ M I N / N 2 a_ I J Q z C W (D 00 O C; 0 0 U M Z Q O ON N 0 N a � r 1 I O (.0 m LL_ (n N � Li Ld N 04 n o O a Q I Z J 0 O O _J O O N a LL- ^ O U) Q C11- Ld N F c to ft� O z z U M 0 Cn J N qO z F- I- O Ld >- W 7 J z Q Q U 0 LL F_ z JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS n I N r7 tf) Ci 0 N (7i O V O 0) 3 0 O (0 DO O M ^ M I N / N 2 a_ I J Q z C W (D 00 O C; 0 0 M N r N a L I (.0 m (0 LLJ � o z W z a- O O U) Q C11- Ld N Q Y ft� = O U N z Q O p w W 7 z Q Q 0 0 LL F_ z � L_J U JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS n I N r7 tf) Ci 0 N (7i O V O 0) 3 0 O (0 DO O M ^ M I N / N 2 a_ I J Q z C W (D 00 O C; 0 0 2" BLOWOFF VA BLOWOFF VALVE AUTO FLUSH SEE NOTE SIDEWALK (TYP) R.O.W. LI WATER SERVICE LOCATION DETAIL DOUBLE SINGLE LOTS (TYP) SERVICE (TYP)-1 SERVICE (TYP PROPERTY LINE (TYP) 4" WATER - MAIN (MIN) � / REDUCER ROW LINE 1- 1' (TYP) NOTES: ASSEMBLY SEE NOTE 1 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT -OF -WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2. EXACT LOCATION OF FIRE HYDRANT PER CODES. 3. WATER MAIN SIZES SUBJECT TO CITY APPROVAL. 4. INSTALL HYDRO GUARD HG -2 DIRECT DISCHARGE AUTO FLUSHER (AF) UNIT OR APPROVED EQUAL ON 2" BLOW OFF VALVE. UNIT TO DISCHARGE INTO STORM DRAIN INLET STRUCTURE. Saddle Required for 2" Taps or Larger - Corporation Stop (I " Minimum) Double Meter Box (See Note 5) 90° Angle Curb Stop (See Note 3) Water Meter Dual Check BFP To Domestic Service Water Main Poly - Service Line with I" Minimum Polyethylene Tubing 1-1- Branch (I " x 3/4" x 3/4 ") 90° Angle Curb Stop (See Note 3) Water Meter Dual Check 1517 To Domestic Service NO : u_ SADDLE REQUIRED FOR 2" TAPS OR LARGER CORPORATION STOP & FITTING (NORMALLY OPEN) TO METER BOX ASSEMBLY POLYETHYLENE TUBING N Ote5 : I . All fittings Shall be bra55 with compre-551on /pack joint type connectlon5. 2. No Service line Shall terminate under a driveway or any other paved Surface. 3. Each Service Shall terminate at a 90° angle curb 5top(5) which Shall be burled approximately 3' below final grade and Shall be clearly marked with a 2 "x2 "x 18" Stake with the top painted blue and marked with the number of the 10t(5) to be Served. 4. Service connectlon5 to main Shall not be made under paved 5urface5. 5. Meter boxes to be purchased and Installed by contractor at finished grade. City will install meter upon pavement of applicable fees and charges. THESE THE DESIGN PROCESSROAIDIEDD ONLY GN ASSIST IN IN CITY 0 F TYPICAL REV. SHEET DESIGNED DJ REVISIONS DATE CITY 0 F DATE SHEET ACCORDANCE WITH THE SPECIFIC ARTICLES AND CITY DETAIL 10/2006 1 OF 1 DRAWN SL DOUBLE SERVICE - I " OR 2" 10/2006 1 OF 1 SECTIONS OF THE CITY OF OVIEDO'S MOST CURRENT OVIEDO 0 V I E D 0 ENGINEERING STANDARDS MANUAL. IT IS FILE SCALE PROD. NO. SCALE 28 THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE WATER CHECKED DJ UPDATED VERSIONS OF THESE DETAILS SHOULD Engineering Department SERVICES WATER02 NTS Engineering Department NITS THEY BECOME AVAILABLE FROM THE CITY. g g P DETAIL APPROVED B I .,,,. A— VA,I —A 1, ,,,„ In 11 z„ DETAIL HYDRANT — OPERATING NUT HOSE NOZZLE COMPACTED BACKFILL - SEE NOTE 3 6" BEDDING ROCK M J ANCHORING - COUPLING FIRE HYDRANT ASSEMBLY DETAIL AS REQ'D -PUMPER NOZZLE FACING STREET z Cn LU 12" MIN VALVE COLLAR (SEE VALVE COLLAR DETAIL) M J HYDRANT ANCHORING TEE RESILIENT SEAT GATE VALVE AND BOX (SEE GATE VALVE AND BOX DETAIL) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF FINISHED GRADE SHALL BE A 6" MIN. 4. FIRE HYDRANTS MUST BE EITHER 5 1/4" MULLER, 6" AMERICAN DARLING, OR 5 1/4" CLOW ONLY. BLOWOFF VALVE DETAIL FINISHED GRADE 2" CRANE 490 GATE VALVE RESTRAINED JOINT DUCTILE IRON WATER MAIN= TAPPED 1 2" 2" 90 BEND NOTES: 1. ALL 2" PIPE AND FITTINGS GALVANIZED PIPE WITH THREADED (NPT) JOINTS. T HES DESIGN PROCESS. PROVIDED L DESIGN ASSIST IN IN CITY OF TYPICAL REV. SHEET ACCORDANCE WITH THE SPECIFIC ARTICLES AND CITY DETAIL 10/2006 1 OF 1 SECTIONS OF THE CITY OF OVIEDO'S MOST CURRENT OVIEDO ENGINEERING STANDARDS MANUAL. IT IS FILE SCALE 31 THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE HYDRANT AND UPDATED VERSIONS OF THESE DETAILS SHOULD i I En neern Department BLOWOFF DETAILS WATER03 NTS THEY BECOME AVAILABLE FROM THE CITY. Engineering p DETAIL INK61161541.1 .• •. MIR CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS CD -3 1f I Ci i 0 N 0 O 3 0 O c0 ro 0 M M I N i N 2 a_ I Q z C W cD 00 0 0 0 / U M z Q 0 O N o N 0 N a p I I c0 m o LL LLJ r' N zltz LL— L N LO M o O a Q I Z J � O � O o N a _ ^ O U) a Ld N � o O z z U M 0 cn J N � z F— I— O .n g W L d %- W 7 J � Q U o L) z JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS CD -3 1f I Ci i 0 N 0 O 3 0 O c0 ro 0 M M I N i N 2 a_ I Q z C W cD 00 0 0 0 / M N N a L I c0 m (0 LLJ zltz o z LiI a- o O U) a Ld N Y = O O U t=- N � z Q - Q O W F W 7 U z Q 0 o L) z Ld W U JOB # 13086 DATE: 05/06/14 SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS CD -3 1f I Ci i 0 N 0 O 3 0 O c0 ro 0 M M I N i N 2 a_ I Q z C W cD 00 0 0 0 / - I, T3, 1] 11-4 1, - CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 U • 05/06/14 A LL_ 1 SCALE: NTS r a: 6" STANDARD HYDRANT N 1 0 o L 2 1/2" HOSE WITH 5 1/49' OPENING o �I 2" DOUBLE CHECK VALVE ASSY. Straight U Branch & Curb Stop assembly with 7 1/2" spacing O NOZZLES m ;z LZ q< N r�, ®Q �® CAP CHAINS 0 w %W100 Ford Catalog No. U48 -43 O BREAKABLE p Q = a 0 I O o `N � BARREL COUPLING ONE PUMPER OUTLET NOZZEL n a= 2" WATER METER o O OR FLANGE ON STREET SIDE z = • i Co O 1 " Brass corporation Curb stop with LLJ I X 0 J stop meter coupling O FINISHED PROVIDE CONCRETE COLLAR co :2 F- U I— locking type < GRADE — IN PAVED AND UNPAVED AREAS 71) Q z Ford Catalog No. B13 -332W F- Q o U o LLJ 18 "X18 "X4" CONCRETE W W > Tie service to a 2X4 z COLLAR WITH #4 REBAR 0 2" GALVANIZED 0 z 4 3' -0" MIN Ld W PLAN CAST IRON BOX COVER 12" MINIMUM PIPE 0(D Edge of pavement DRAIN VALVE 6" MECHANICAL JOINT GATE VALVE SHALL BE PLUGGED - - -- - - - - - -____ _ - -_____ - - - - -_____ - - - - -- ------------------------ - - - - -- ------- - - - - -- Back of curb Right of way line Sidewalk ZLOCKING 6" HYD RANT ADAPTER AND HYDRANT TEE, OR 3/4" TIE 0- Cl- RODS (MIN 2 PER CONNECTION PIECE) 2" CORP. 2" CORP. 6" CONNECTING PIECE Brass corporation Of STOPS p Water service line Blue 1" ASTM D2737 a STOPS PE3408 Tubing 14 THHN SOLID COPPER EACH UNIT SHALL HAVE ITS OWN 1 —INCH 45° Max WATER SERVICE LINE AND DOUBLE METER BOX TRACER WIRE FOR A DOMESTIC METER AND IRRIGATION PROFILE METER. SLEEVE ALL SERVICES UNDER NOTES: PAVEMENT AND PROVIDE TRACER WIRE ON ALL SERVIDE LINES. 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL tAIN BE EITHER THE CLOW # 42 MEDALION EXISTING W E NEW WATER MAIN EXTENSION NOTES: AMERICAN DARLING B84B, OR THE 00 MUELLER A -423. 1. Meter and meter box furnished by the city of Winter Springs Q(2 ENTIRE ASSEMBLY IS �%14TE9 TO BE SHERWIN WILLIAMS SAFETY YELLOW �A U 2. Service lines crossing under pavement O� �1 shall be encased in 2" PVC pipe Vr%NTER� V) ��`NT�R�•0 3. For single service use 1 tubing with a O� '� 3. GRIP RING RESTRAINTS MAY BE USED IN PLACE OF ALL THREAD RODS TEMPORARY BYPASS 1 pack joint meter coupling z � Ford catalog No. B4 . 843 -342W •��oRlOp; � v w 0 CL FIRE HYDRANT ASSEMBLY RIOP Potable Water Service Line LOR1'0 - METER BOX TO BE SUPPLIED BY CITY ATER MAIN ��� \ \i� \.� \ \,� \.� \ \� \ \.� \' =® ♦ . ®' o �� \ \i� \.� \ \,� \ \.� \ \� \ \,� \' W S 1' SINGLE WIRE SERVICE LINE rK SPLICE A CING WIRE 0 �OILED(TTRYPI CAL) - ... w .. w,.. w,.. w,.. w,.. - 1' C❑RPORATI ❑N - - -- STOP 14 GAUGE 1 -O" I 2" GATE VALVE THNN WIRE MIN <° FINISHED GRADE 2" THREADED CAP W R.O.W. OR BACK ' I OF SIDEWALK — <' N O P. C. (TYP) Q PLAN ' 2" 90° ELBOW 2" 90° ELBOW TAPE —� METER BOX MAINTAIN 1' MIN ; WITH COVER �Nr7d'Lf)('0I-00a)0� DEPTH OF COVER o�0000000Q o00 � SIDEWALK o �oog0000 40000 6" OF GRAVEL OR < EDGE OF PAVEMENT METER BOX TO BE ­.- CRUSHED ROCK SUPPLIED BY CITY 1' L BEDDING < BACK -0" OF CURB "F"' `> 2" 90° ELBOW \• \\,� / \� \,�\ .�\,\\, ,\ \ \ \\\ \.\\ \ \,\\\ ,`_., \� ` //�, � �� o % TAPE 14 THNN SOLID COPPER ❑,W, 1' SINGLE z SERVICE LIN ° TRACING WIRE GENERAL NOTES: CORPORATION 1. PIPE LINE TRACING WIRE IS TO BE 2. SYSTEMS — TRACING WIRE SHALL ALLOW i STOP INSTALLED ON ALL POTABLE WATER TRACABILITY OF ALL PIPE BRANCHES 1' CURB STOP RECLAIMED WATER AND SEWER INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHALL BE INSTALLED FORD C❑MPRESI ❑N BY FEMALE FORCE MAINS. 45° WITH LOCKING WING OVER THE ENTIRE LENGTH OF THE MAIN MAX AND SECURED TO THE MAIN EVERY { 5 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE PR ❑FILE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX � NOTES: FOR EASY ACCESSIBILITY. NOTE 1, METER BOX INSTALLED BY THE CITY OF WINTER SPRINGS 3. ON DEAD END MAINS THE TRACING WIRE ALL PIPE AND FITTINGS 2, METER PURCHASED FROM AND INSTALLED SHALL BE PLACED IN A PROPERLY (DENT— Vr�NTER IFIED PVC VALVE BOX AT THE END OF MUST BE SCHEDULE 80 P.V.C. BY THE CITY OF WINTER SPRINGS O� �'�,Q THE RUN. WSWO05 12 -15 -93 NTER� EACH UNIT SHALL HAVE ITS OWN 1 —INCH V � i %NTER� CITY OF WINTER S P R N G S A WATER SERVICE LINE AND DOUBLE METER BOX O �i FOR A DOMESTIC METER AND IRRIGATION METER. SLEEVE ALL SERVICES UNDER •�LORIC B L 0 W 0 F F VALVE TRACING WIRE CONNECTION " PAVEMENT AND PROVIDE TRACER WIRE ON ALL v V y SERVIDE LINES. LORIO p' R1'0 R P ❑TABLE POTABLE WATER SINGLE SERVICE CONNECTION - I, T3, 1] 11-4 1, - CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U • 05/06/14 Mr LL_ 1 SCALE: NTS r a: 0 0 N 1 0 o L 03 o �I Ld Cr. Cj) O m ;z LZ q< N r�, ry 0 LL_ 0 w %W100 z O cl) a 0 I O o `N � n a= , -v o O • i Co O Cj) LLJ W 0 JOB # U P0 05/06/14 DATE: Z SCALE: NTS r Q 0 0 N �2 0 o L N o �I Ld r- I O m ;z LZ ) VJ N r�, LL i w N V� ) _) r O O a a 0 I O o `N � n a= , -v o O 0 CD O F- =) z W 0 J _ Of O 0 F- U I— F- < w_ Q z U 0 F- Q o JOB # 13086 P0 05/06/14 DATE: N SCALE: NTS r BY: RJS DRAWN BY: RJS �2 � o N o �I L0 (o m ;z ;z Ld O z w W n o CD N � W Q Y _ Of = 0 0 U I— F- cn z a Q o U o LLJ 0 W W > v z Q 0 0 z Ld W W U JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS �2 �2 ;z ;z U o 0(D Z Z 0- Cl- U) cn Of 00 U U V) z 0 CL - S W S rK W0 W N O Q �Nr7d'Lf)('0I-00a)0� JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS CD -4 E CL M N N i LO 0 N P6 0 3 0 U 00 0 I N N a- I J Q z C i 00 0 i 0 Eli "DOWNSTREAM" AS REQUIRED LOT LINE AS REQUIRED x AS REQUIRED "Y" BRANCH WITH SP 30° CURVE 6 CLEANOUT AT "Y" FITTING ! ❑ R/W LINE (TYP.) 30° BEND LOT LINE ❑ 6 "X 4' DOUBLE WYE WITH 6" F. CLEAN OUT INSTALLED TO 3' SEWER MAIN ABOVE GROUND SURFACE SIZE VARIES 1 2 (ALL SEWER LATERALS TO HAVE\ TRACER WIRE INSTALLED FROM ' THE MAIN TO THE CLEANOUT NOTE: SERVICE CONNECTION DETAILS FOR P.V.C. PIPE O� NTER� �%ORIO- PLAN CLEANOUTS AT R/W LINE (TYP.) EDGE OF PAVEMENT SEWER MAIN PLAN SIZE VARIES EDGE OF PAVEMENT CONNECTION TO ADJOINING PROPERTY 6" MINIMUM ROTATE 30° (TYPICAL) SEWER MAIN PROFILE SIZE VARIES �• • • XXXXXXXXX XXXXXXXXX'' X X X Y Y Y X X X XX)�CXX XXk����CXX XXXXXXXXX ''..... XXXXXXXXX RECLAIMED WATER I SEWER K X +X +X +X SEWER 09 -24 -98 icXXX� XXXXXX iCXXXXXX X X Xixix�iriX XX)�< XXk��x�C `XXXXXX ►xxXxXx POTABLE WATER TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED TYPICAL VALVE BOX COVER DETAILS EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH4 BOX SHALL NOT REST ON VALVE OR PIPE VALVE (TYPE AS SPECIFIED) 14 THHN SOLID COPPER TRACER WIRE SET TOP OF VALVE BOX TO FINISHED GRADE 18 "x18 "x4" CONCRETE COLLAR WITH #4 REBAR ADJUSTABLE VALVE BOX 36" MIN. (CAST IRON) MECHANICAL JOINT GATE VALVE TYPICAL VALVE AND VALVE BOX DETAIL Clean Out is to be placed at _ ground level after TV inspection & acceptance by the utility department. A1 2 .. � _� _. y ALL 5 R WER LATE R A LS T 0 H Ay, VE RACE WR E N STALL ED FROM THE MAIN TO THE CLEANOUT NOTE: SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE �Nt,NTE9 0. Aft ci It .3' MIN. • 911 1 M� , SEWER MAIN SIZE VARIES SEWER LATERAL DETAIL �LORI�P ALUMINUM COVER 1 -22 -\01 :K & CAP BY —PASS PUMP CONNECTION TYPICAL VALVE PIT TOP VIEW BY—PASS PUMP CONNECTION SIDE VIEW "A" NOTES: 1. 1 & 2 ARE CHECK VALVES 2• 3, 4, & 5 ARE PLUG VALVES 3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 18" X 18" X 4" REBAR 4. MJ JOINTS ARE TO BE RESTRAINED WITH GRIP RING OR MEG A LUG RESTRAINTS O� �tINTE q F�oRIOP VALVE VALVE BOX AND COVER �WRI !�/ LIFT STATION VALVE PIT & BYPASS F I Ll 11 ]I-#Z- Al e• CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 .-. NO Q 05/06/14 Mr J Li Z IL r a: 0 0 N am 0 o ri) N ° 0 a: CD i V m ;z LL- N 00 O LL- z4z: u- LL z o cl) J a a I � � Q Z O J J � o (n Q D 0 E z 0 E o_ U O w Z z W 'S JOB # U M 05/06/14 DATE: z SCALE: NTS r Q 0 0 N �2 0 o Ln N ° 0 Ld r- i co m ;z LL- N N z4z: u- LL N M o O a a I � � Z O J J � o (n Q j 0 r F- N v U O � z W 0 J O = O H MM Q Ln w z J U Q ~ Q � JOB # 13086 M 05/06/14 DATE: N SCALE: NTS r BY: RJS DRAWN BY: r- �2 � o N ° 0 Ln i co m ;z C-0 Ld z4z: o z w z W n 0 ~ U N W W Q Y O = O MM U) z — Q � 00 0 W H W > z z � W W U JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS �2 �2 ;z ;z MM 00 U) (n Z Z U)U) 00 U U V) o_ CL� 00 S W S ry �� �Z w N ° Q o �04 r7d'LC)cOi-00a�0� JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS E 0 N N Ln 0 N ri 0 LL 3 y-+ 00 0 n I N N 0- I J a z rn C 0 00 0 v a? 0 TYPE A BEDDING AND TRENCHING DETAIL TYPE B BEDDING AND TRENCHING DETAIL M Z CROWN TRENCH IN Q 0 ON N UNIMPROVED AREAS TRENCH WIDTH VARIES o � � N � 3" MIN (SEE TYPE B W/ SIZE OF PIPE TRENCH WIDTH VARIES I O co m EDDIN AND TRENCHING W/ SIZE OF PIPE CROWN TRENCH IN PVC PIPE LOCATING TAP E /TRACER WIRE DETAIL- zltz DETAIL FOR OTHER UNIMPROVED AREAS N LO M o O Q RESTORATION.) FINISHED GRADE (3" MIN) Z J � O FINISHED GRADE SEE NOTE 8 O o N a LL- ^ U U) a C11- w N Fc Y METALLIC LOCATING TAPE--1 z z U M 0 cn FINISHED GRADE N o /� F— I— - Q m o % %�� %/ N %% %� 1' MAX w w W °z J z Q SEE NOTE 4 . w w `�' \ //: %/j j / /j, _ Z w COLOR CODED LOCATING TRACER /\ WIRE /� COMMON FILL PIPE OD \ SEE NOTE 4 \ /// w cn � SEE NOTE 3 (SEE / � COMMON FILL �/ PIPE OD \� \\� � \i PVC MAIN LINE PIPE ( ) /\ \ :/ SELECT ca COMMON o W // 12' (TYP) / \/ /� /� SELECT o w FILL o � SELECT COMMON \ /�/ m °z FILL %� // �o °�o° o °0o°0 w w /\ o c �OoOo // w w \ / \/ �� // /�� COMMON j / / //� FILL UNDISTURBED /� // o 0 m z w w METALLIC LOCATING TAPE 1' MAX i BEDDING ROC ° 00 0 \/' <n / °0 0 0 X000000 /� ` PIPE BEDDING o° o° o°Oo / /�� / 00000 00 \ \/ \/� EARTH / . \ \ SEE NOTE 3 �\ �// /// /\ � w cn 11 0 SEE NOTE 8 & 9/%/�/�/�/�� UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL (NO SILT) COMPACTED TO 8. REFER TO FDOT MANUAL FOR SHEETING AND BRACING 98% OF THE MAX DENSITY AS PER AASHTO T -180. IN EXCAVATIONS. 2. TRENCH BACKFILL: COMMON FILL (NO SILT) COMPACTED TO 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH 98% OF THE MAX DENSITY AS PER AASHTO T -180. ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE NOTES: 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN RESTORATION WITHIN CITY RIGHT -OF -WAY SHALL COMPLY WITH 1. PVC PIPE SHALL REQUIRE METALLIC LOCATING TAPE CAPABLE OF DETECTION ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIREMENTS OF RIGHT -OF -WAY UTILIZATION REGULATIONS AND ROAD BY LOCATING EQUIPMENT. TAPE SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE REQUIRED AS DIRECTED BY THE CITY. CONSTRUCTION SPECIFICATIONS. OF THE PIPE. 4. ( *): 15" MAX FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX 10. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE 2. LOCATING TAPE SHALL TERMINATE AT EACH VALVE BOX. FOR PIPE DIAMETER 24" AND LARGER. TRENCH WIDTH SHALL NOT BE CITY. BEDDING DEPTH SHALL BE 4" MIN FOR PIPE DIAMETER LESS LESS THAN 24 ". THAN 15 ", AND 6" MIN FOR PIPE DIAMETER 16" AND LARGER. 3. NO. 10 SOLID TRACER WIRE SHALL BE PUT ON TOP OF ALL PVC PIPE AND 5. SIDES OF THE TRENCHES SHALL BE KEPT NEARLY AS VERTICAL AS 11. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF STUBBED UP INTO VALVE BOXES. WIRE SHALL BE COLOR CODED PER USE OF PIPE. POSSIBLE FROM THE TRENCH BOTTOM TO A LEVEL OF 1 FOOT ABOVE BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE THE TOP OF THE PIPE. FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH 6. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. SUITABLE FOUNDATION. 7. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. THESE THE DESIGN PROCESS. ALL ONLY TO ASSIST IN IN CITY 0 F TYPICAL REV. SHEET THE DESIGN PROCESS. ALL DEOSIIGN ASSIST IN IN CITY 0 F TYPICAL REV. SHEET ACCORDANCE WITH THE SPECIFIC ARTICLES AND CITY DETAIL 1/1998 1 OF 1 ACCORDANCE WITH THE SPECIFIC ARTICLES AND CITY DETAIL 10/2006 1 OF 1 SECTIONS OF THE CITY OF OVIEDO S MOST CURRENT SECTIONS OF THE CITY OF OVIEDO S MOST CURRENT ENGINEERING STANDARDS MANUAL. IT IS OVIEDO ENGINEERING STANDARDS MANUAL. IT IS OVIEDO FILE SCALE FILE SCALE THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE BEDDING AND THE ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE LOCATING TAPE / WIRE UPDATED DETAILS Engineering Department TRENCHING DETAILS Trench01 NTS UPDHEYDBECOMIEE Engineering Department DETAIL WWSYS02 NTS THEY BECOME ILAB E FROM HE AVAILABLE FROM T CITY. DETAIL AVAILABLE TIHE CITY. DETAIL FLOW CHANNEL STANDARD MANHOLE FRAME AND COVER DETAIL MANHOLE CONNECTION DETAILS PRECAST CONCRETE MANHOLE DETAIL- TROWEL-FINISHED CONCRETE BENCHING USF 227 RING USF 1260 SLAB TYPE SPECIAL DETAIL FOR 24" AND COVER SERIES RING AND COVER SERIES DIAMETER PIPE AND LARGER CONCRETE BASE SEE MANHOLE S' F, CONNECTION TRANSITE COLLAR ENCASED SEE STANDARD MANHOLE �o + c��4/ DETAILS PLAN PLAN IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL FRAME AND COVER DETAIL (SEE NOTE 2) MANHOL SET COVERS FLUSH IN PAVED AREAS L AT FRAMES BEDDED IN MORTAR r r o MANHOLE ELEVATIIONS SHOWN IN UNPAVED AREAS RAISED 1 -1/2" TO 2" 2 COURSES OF SOLID LETERS FLUSH WITH TOP OF COVER PVC OR DIP „ l'-6" MIN cn CLAY BRICK (MIN) LETTERED "SANITARY" "STORM" 33 MAX 2' Of 4 COURSES (MAX) OR AS APPLICABLE a. ° SANITARY COATINGS a Uj RAISED 1-1/2" TO 2" LETERS FLUSH WITH 4' 6" MIN TOP OF COVER o LE APPLDIC"STORM" STANDARD PRECAST m MANHOLE PIPE CONNECTION BENCHING PER SPECIFICATIONS „ D o Uj 1 ' REINFORCEMENT AND JOINT 6" JOINT DETAIL ELEVATION ELEVATION DETAIL TO BE DESIGNED BY MIN THE ENGINEER AND (FOR SANITARY SEWER) 25 3 4" �2" 23 3/4" 1/2" MANHOLE APPROVED BY THE I -"1� WALL CITY z �9" 9'=--I INSIDE WALL— -f - OUTSIDE WALL - -- ° PRE-PRIMED 33" STAINLESS STEEL PVC OR o� °O BEDDING ROCK 2" MIN OINTS SURFACES 22 1/2" BAND DIP o . CAST -IN -PLACE PRECAST MONOLITHIC PRE - PRIMED PRE - MOLDED o . PIPE CLAMP TEFL ° a CONCRETE BASE BASE JOINT SURFACES PLASTIC JOINT SEALER WITH !- 27" I RESILIENT E O R PROTECTIVE 35 1/2" I I 24" WRAPPER (WRAPPER TO E REMOVED) NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS SQUEEZE -OUT THE INFLUENT SEWER. NOTES: COMPLETED 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24 ", SEE ARTICLE 16 OF THIS JOINT WITH FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 2. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. SQUEEZE-0UT THESE THE DESIGNILPROCESS. ALL DESIGN ASSIST IN IN CITY 0 F TYPICAL REV. SHEET THESE DESIGN PROCESS, ALL ONLY TO SHALL ET IN IN CITY 0 F TYPICAL REV. SHEET ACCORDANCE WITH THE SPECIFIC ARTICLES AND CITY DETAIL 1/1998 1 OF 1 ACCORDANCE WITH THE SPECIFIC ARTICLES AND CITY DETAIL 1/1998 1 OF 1 SECTIONS OF THE CITY OF OVIEDO S MOST CURRENT SECTIONS OF THE CITY OF OVIEDO S MOST CURRENT 7 ENGINEERING STANDARDS MANUAL. IT IS OVIEDO ENGINEERING STANDARDS MANUAL. IT IS OVIEDO FILE SCALE FILE SCALE THE ENGINEERS RESPONSIBILITY TO OBTAIN AND USE MANHOLE THE ENGINEERS RESPONSIBILITY TO OBTAIN AND USE MANHOLE UPDATED VERSIONS OF THESE DETAILS SHOULD Engineering Department g g p DETAILS MHOLE01 NTS UPDATED VERSIONS OF THESE DETAILS SHOULD Engineering Department g g p DETAILS MHOLE02 NTS THEY BECOME AVAILABLE FROM THE CITY. DETAIL THEY BECOME AVAILABLE FROM THE CITY. DETAIL IN e][6154 1.1 Ifts • �.IW CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # 13086 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS z O w n a i B N �i 0 3 a J :O I v i i I Q z i c W / :n DO 0 a U M Z Q 0 ON N o � � N � � I I O co m L_ LLJ LO r N V) zltz Li L�.I N LO M o O Q Q I Z J � O � O o N a LL- ^ U U) a C11- w N Fc Y O z z U M 0 cn J N o z F— I— - Q < Ld w w W 7 J z Q O o L) z JOB # 13086 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS z O w n a i B N �i 0 3 a J :O I v i i I Q z i c W / :n DO 0 a M N r � N a Ln I co m (0 LLJ zltz o z W z � o U U) a C11- w N Q Y = O O U N z a - Q o Ld p w W 7 U z Q 0 o L) z Ld W U JOB # 13086 DATE: SCALE: NTS DESIGNED BY: RJS DRAWN BY: RJS APPROVED BY: DAS z O w n a i B N �i 0 3 a J :O I v i i I Q z i c W / :n DO 0 a METER AND DISCONNECT HOSE BIBB WITH APPROVED BACKFLOW PREVENTER �• SCADA ANTENNA SEE LIFT STATI ❑N PANEL DETAIL CONTROL PANEL SEE LIFT STTION PANEL DETAIL 0 LIQUID LEVEL CONTROL o CABLES TO BE IN ONE o CONDUIT, PUMP POWER CABLES TO BE IN SEPARATE CONDUIT ° s ° D ° D ° 2" DIA. SCH 40 STAINLESS STEEL Pump Guide Rails JUNCTION BOX NEMA 4X S,S, STAINLESS STEEL BALL RACKS m 8" HEAVY - DUTY S1 AIMLESS STEEL IFTING r CHAIN ❑WER ° ABLE TO PUMPS D PROVIDE A 4" CAM LOCK & CAP 5 CONCRETE BOX WITH SOLID ALUMINUM COVER BY -PASS PUMP CONNECTION TYPICAL VALVE PIT TOP VIEW NOTES: 1. 1 & 2 ARE CHECK VALVES 2° 3, 4, & 5 ARE PLUG VALVES 3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 18" X 18" X 4" REBAR 4. MJ JOINTS ARE TO BE RESTRAINED WITH GRIP RING OR MEG A LUG RESTRAINTS ALUMINUM ACCESS HATCH W /L❑CKSET AND RECESSED HANDLE 4" D,I, VENT WITH ZURN VENT CAP ALUMINUM ACCESS HATCH W /L ❑CKSET AND RECESSED HANDLE c-VALVE VAULT D° D° N° #4 -6" ° ❑.C.E,W, s 12" . (T IN ° CHECK 17 � ° VALVE P D D --> -°] EXISTING GRADE SEE LIFT STATION VALVE 2 0,0 0 PIT & BYPASS DETAIL ELEV. ° SHUT OFF _ PLUG VALVE ° PLUG VALVE WITH WITH 2' SQUARE NUT ° 12„ v 12" ° MIN. DUCTILE IRON D ° ALL MJ JOINTS MUST BE RESTRAINED 2 - #4 BARS GALVANIZED IRON 3" FL OOR PRECAST CONCRETE FLOOR DRAIN J ❑SAM 38353 -92, WITH 6° X 6" WWM SLOPE OUTLET PIPE 112" PER FOOT AUDIBLE ALARM *tart & Emergency High level Smart 0 °e z a � o ° a W J d C-) a BOTH PUMPS OFF as a °a 0 °d a /G\ 1'- 6 GROUT a > a ELE Vtrl. 02 a 1EIIN. °o .1 d ° o 8 IN. #6 -12" ❑,C.E.W. NOTE: 3/4 X 11" ANCHOR BOLTS TO EXTEND 7" INTO BASE Precast Manufacturer to Provide Additional Concrete in Slab AS Required to Compensate for Bouyancy of Wet Well. Apply Coal Tar Epoxy to Interior of Wet WeU W.S. DETAIL 12 -28 -04 DT F_IF-T STATION DETAILS CITY OF WINTER SPRINGS LIFT STATION E L E VAT 10 ELEV2,j MANUFACTURER: FLYGT ° 6' -0'� NOMINAL SIZE: 3 in. s ° (MIN, 1 INFLUENT PIPE D ° i (8" MIN, DIA.) s I I D ° 14,02 U I M M I / M A G F M / P P s I MINIMUM 2' H Li P D 1 � O ° s° I I pD I I N s # # a_ F VEL TRANSDUCER D° N 6 v 1 1 ° 2 M 12' D TO PUMPS D PROVIDE A 4" CAM LOCK & CAP 5 CONCRETE BOX WITH SOLID ALUMINUM COVER BY -PASS PUMP CONNECTION TYPICAL VALVE PIT TOP VIEW NOTES: 1. 1 & 2 ARE CHECK VALVES 2° 3, 4, & 5 ARE PLUG VALVES 3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 18" X 18" X 4" REBAR 4. MJ JOINTS ARE TO BE RESTRAINED WITH GRIP RING OR MEG A LUG RESTRAINTS ALUMINUM ACCESS HATCH W /L❑CKSET AND RECESSED HANDLE 4" D,I, VENT WITH ZURN VENT CAP ALUMINUM ACCESS HATCH W /L ❑CKSET AND RECESSED HANDLE c-VALVE VAULT D° D° N° #4 -6" ° ❑.C.E,W, s 12" . (T IN ° CHECK 17 � ° VALVE P D D --> -°] EXISTING GRADE SEE LIFT STATION VALVE 2 0,0 0 PIT & BYPASS DETAIL ELEV. ° SHUT OFF _ PLUG VALVE ° PLUG VALVE WITH WITH 2' SQUARE NUT ° 12„ v 12" ° MIN. DUCTILE IRON D ° ALL MJ JOINTS MUST BE RESTRAINED 2 - #4 BARS GALVANIZED IRON 3" FL OOR PRECAST CONCRETE FLOOR DRAIN J ❑SAM 38353 -92, WITH 6° X 6" WWM SLOPE OUTLET PIPE 112" PER FOOT AUDIBLE ALARM *tart & Emergency High level Smart 0 °e z a � o ° a W J d C-) a BOTH PUMPS OFF as a °a 0 °d a /G\ 1'- 6 GROUT a > a ELE Vtrl. 02 a 1EIIN. °o .1 d ° o 8 IN. #6 -12" ❑,C.E.W. NOTE: 3/4 X 11" ANCHOR BOLTS TO EXTEND 7" INTO BASE Precast Manufacturer to Provide Additional Concrete in Slab AS Required to Compensate for Bouyancy of Wet Well. Apply Coal Tar Epoxy to Interior of Wet WeU W.S. DETAIL 12 -28 -04 DT F_IF-T STATION DETAILS CITY OF WINTER SPRINGS LIFT STATION E L E VAT 10 ELEV2,j MANUFACTURER: FLYGT NP -3157 IMPELLER NO.: #276 NOMINAL SIZE: 3 in. SPEED: 3510 rpm. DISCHARGE SIZE: 4 in. VOLTAGE: 230 v. 60 Hz. PHASE: 3 HORSEPOWER: 17 hp. MIN. SOLID SIZE: 3 in. OPERATING CONDITIONS SHALL BE 125 GPM 137 FT. TDH. NOTE: CONTRACTOR TO PROVIDE SEALS IN CONDUIT BETWEEN THE LIFT STATION AND CONTROL PANEL PER THE CITY OF WINTER SPRINGS. BY -PASS PUMP CONNECTION SIDE VIEW "A" CITY OF WINTER SPRINGS WSLS02 03 -20 -95 LIFT STATION VALVE PIT AND BY—PASS City of Winter Springs SCADA Antenna Detail W.S. Detail 12 -27 -05 DT 0 �w NO A, IPOV LIMITS OF TRACT TO BE DEDICATED TO WINTER SPRINGS CONTROL PANEL s °o 4" OF BEDDING ROCK WITH POLYETHYLENE FILM LINER UNDER ROCK WIRING DETAILS IN P P P P P H ❑ P P S U U U U H I F U U I M M M M A G F M M L P P P P S H Li P P E o O < E Z O J J N # # # # a_ F D:f = N 6 v 1 1 2 2 M L ❑ 1 2 E Ir r O ❑ ❑ A < w R A z N A T S S A U U 0 I T T T N T N T T z A A A ❑ ❑ ❑ � W R R R Uj z R T T M H o R n N TO SCADA TERMINAL BLOCKS NOTE #1 PUMP CONTROL PANEL MUST PROVIDE 10 AMP BREAKER(120VAC), NEUTRAL, AND GROUND FOR SCADA PANEL NOTE #2 PUMP CONTROL PANEL MUST LEAVE 21" X 21" SPACE FOR SCADA PANEL TO MOUNT NOTE #3 RELAYS NUMBERS WERE GENERATED WITH THE FOLLOWING RELAYS: DPDT RELAY IS AAE, 3PDT RELAY IS AAE, 4PDT RELAY IS ❑MR❑N 8' -0" SWING GATES LIFT STATION SITE PLAN SCALE 1 " = 20' 3/4" CURB STOP ^3/4" WATER SERVICE 3/4" HOSE BIB W/ "DO NOT DRINK" SIGN 6' MASONARY SCREEN WALL (SEE SHEET LANDSCAPE PLAN FOR DETAILS) e _J z 0 n • • Pei U am • 2 AOL CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 JOB # U M 05/06/14 DATE: Z SCALE: NTS r Q 0 0 04 APPROVED D o 0 N ~ i I O co m m (n Iro, N z#:: Li Ld N M o O < Q I in Z O J J 0) 0 (n a a_ o D:f = N 6 v U O D z W 0 J Ir r O ~ F__ O < w z J U Q F- Q w JOB # 13086 M 05/06/14 DATE: N SCALE: NTS r BY. RJS DRAWN BY: RJS APPROVED Z o N Ln I co m m Uj z#:: o z W W a_ o ~ U 0 N_ W Q Y Ir _ O O O U z Q - Q w t/7 0 W LU W > z z � W w U JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY. RJS DRAWN BY: RJS APPROVED Z W 0 O t/7 Uj z o n 0U) o w �0 Z ON 00 >_ >_ U U V) z � � O Cl- 2 ii-5 0 0 S S W �Z w F-- I.- o Q o -Nr7d Lnc01�❑oa>PI_ JOB # 13086 05/06/14 DATE: SCALE: NTS DESIGNED BY. 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N CURB Ndse 133a1S NQ3730 — - ---- nlao d3 _ - � I o1 d3 - d3 - - -- - - - -- - - - -- - - -- �12��/ 0pj as e s a s - - - /v1i 007d bW33 x (YL Od 't'9'd) @g ,tib'SLbZ M °f't,Of -00 N dl 03a N011035 N31N30 3t�N- SLZ1 -£ N01103S 031t/7(101HO a3N800 -0 /1 H18ON North 0' 50' 100' 200' nOIC SCALE: 1"=100'—O" Oa �Oo o 0 R E V I S I O N S o x� o ��° AL ° c PROD. NO.: 1351 % L E oa a � LA0000546 flVERALL SITE PLAN _ SCALE: 1 "= 100' -0" DATE BY DESCRIPTION DATE: 8 -1 2 -14 10 -9 -14 PLV RESPOND TO COMMENTS Landscape Architecture, LL o ° STATE ° SOUTHERN OAKS 2 11 -13 -14 PLV RESPOND TO COMMENTS Qo 0 SHEET N0: ® 1 -27 -14 PLV RESPOND TO COMMENTS 706 Turnbull Avenue, Suite 20t Phone: (407) 834 -4104 0. PHASE Altamonte Springs, FL 32701 Fax: (407) 834-2919 PA ° ° °NPE A LAml Email: aul@ auiverlandencom Website: www. aulverlander.corn Li p _p p « OVIEDOMINTER SPRINGS, FLORIDA r • f, I e 110011 � I1 I // n =, I / / r/ / / / :'D ld ll;BRICK WALL ANC COLUMNS ti / I / / / I � 1 ril I r��'nd •89'E'd) -� I SN.L.Lfl.LS7 NO.L9N1212TYS �" v° '` T TV09Vd ;F :YO'd i1D bx 6 .OdB 7 ° ° I° ,� ao'd z 7SOXYd PVC FENCE (G� �a `z9aa} PVC FENCE ltic'Oa 09'aa) °7�2UN 991U v 77YN o z a„ LsYUC S�lVd5� NOdJNRTX6r3 I I F I, `m 5H3,7W 1 10 .�T� � s9 s9 ✓ E.� „zZ, I— Z',O O S _ — HOlIO Id �q> �� L rO 0 m -0 5 5 0 m m 8 7 O Om � a 37m m 0 r S _ -T m � (LL'Ood o oZz D iff d 0311V1d ION OGE70J L7AN0D b/I LSM (VVV 7iM39d ) in 9937 9XLVLS7 NaLOAU&MY9 9311YSSa NO,LJNINHV d .g.0.a J♦ _ - •'� — + ( - - — ) — — (- - .- - D — — — — — 8 53W -lz — — — — — — — — — — rd72V 3i Q L7b2— A3NS3 NHI WOr -T - - 1 - - — — — — — — — — — — — — — — — (Te'ad T ff'd).L83SS NODVVf O 000000 ? t -4M �T 0 0- M M Q H „TZ Z 00 N M T0, TO 00 N "� m 1 o 0 0 � 0l)WO t 0-3 N33 N3 (aSOnON] ION) 0 0 L — . 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Xtel 8 ALUMINUM FENCE AND BRICK COLUMNS (NM00Nb3?l9 7VJ103103H-0 485 30V.1 'Z96f 'b'0 tGd 31f8- SLZI -£ NOLL03S Z/1 HivoN '3Nn Htt)OS z (Tl /Tl Nag N0Nl9 „X 3NOl b'W33 I I I I � I q O 031IV7d ION a � r*I 0007 1 vpv 33 , 00'Oti (If'Jd 't'a'd) (M /a '00 ssgcrss lvoj7 -vu r 1 O n D -I ,tib'SL bZ M mf t,Of.00 N F7 D m i 01 1 i — W KE N I i a I i � 0 ON) t 03a 10 A " -S 11f - OP39 d g ?100 ylU N no,, X32$ � b31HM 10 3 11 lThl d — € o ;I 6' ALUMINUM FENCE AND 6'p6'\ RICK COLUMNS o 115 r` ONOd ,9NI1SIX3 if V-/; a E f) ff li ; jIj JJJ M 4k €6' ALUMINUM FENCE AND 6' -6" BRICK COLUMNS 6 f N C0 w� e dl 03LI 31FZI- SIZl -f N011035 a3N800 ,/I H1aON North 0' 50' 100' 200' SCALE: 1"=100'-O" 0 7J02Vd `'9'0'd 1£8— StZl -4' Not1O3S 1S3MHl(1O5 '-wi 1S3M 3 2637 Oak 1676 oak 91 mp 2,638 Bay 13 1679 oak 6 mho 1 1661 oak D g 1,7 I I� �p a E t —vm 3rori— — .. - -- CURB n610 d3 d3 - - - -- - - - -- - - -- - --------- 8------ - - - -�� -- - - --- --- -- , -- �� -- �Jl2��l O�j �� as e s a s �'— — — ` /v1i�OO73 b'W33 �� °� NO11035 'V31N -93 O31t/7( owo Al A oo-oti } (trod 're.d) (M/N '00 .LNgUI S AI0H7 ,VQ ,tib'SL bZ M �f't,Of -00 N I 1617 Oak 2 7621 Say 7 1630 Bay 3 2637 Oak 1676 oak 6 2,638 Bay 13 1679 oak 6 2,639 Bay 1 1661 oak 5 2646 Say 1,7 16.4 Oak 16 7649 Bay 16 1666 oak 29 2660 oak; 1686 o-ak 12 2,651 Say 11 1637 oak 6 7657 oak 14' 1638 Bay 5 2654 Say 17 ' 1690 Guru 9 2657 Bay 7i 1692 Camphor' 6 2661 oak 16' 1693 Camphor 4 7664 !Bay' 1694 Camphor 4 2,667 Say 1696 Gum 6 2,678 Say 8 1696 Camphor 6 2686 oak 16-97 Guru 12 7667 Bey 7 16,9B oak' 17 7688 'Bay 6 1699 Oak 6 2696 'Say 1`3! 1700 Cedar 6 2691 6a` 1 17,1 Gum 20 7696 Oak 1703 Say 7 26,9,9 Oak 6! 1764 oak' 8 2760,0 Oak 30 1705 12 2704 ;Say` 7' 1766 Gum 14 7716 ,Bay 17'' 17607 MaF,Ie 5 7'963 Gum 7 1766 oak 5 2,964 'Pine 1 ' 17,09 Maple 9 2,965 Gum 1! 1717 oak 5 2,966 Guru 6' 1713 oak 24 267 Pine 1 1719 oak 28 296.E ;Say' 1728 Guru 160 2969 ;Say` 1' 1729 Maple 6 r 2971 oak 11' 1730 Guru 16' 7977 oak 1 ' 1759 Magnolia ' 7973 Guru 1 ' 256B Pine 7 ' 3,012 Oa k 3,6 7569 oak 48 3039 oak 25 ' 2596 Oak 60 306.E Gum 17 2611 Gum 14 3ID95 o.a k 7' 7612 oak` 30 3096 Oak' 76' 761`3 Gum 6 3097 oak 7' 2617 Say 7 3,099 Oak 1' 2619 aay 12 3166 Bay 17' 2620 Say 6 3 111 say 17' 3167 6a` 16! 3163 ;Say 1' 3164 Oak' 3165 Oak 1 3167 +0a 16' ID 9 Oak' 17' 3116 Oak 1`6' 3111 !oak 6'' 3113 Oak 1 ' 3117 ?o.ak 1' 11 B Birch 1 312'6 Oak 3177 'Oak 24 3174 oak 1. 3175 oak 1 North 0' 50' 100' 200' SCALE: 1"=100'—O" oil K - I. I ' t i i (LI'Dd i I — I � j I s�ussa uos0uiaxva '�'" s z za�aud AR a r � _ QV o'0d xs.Px D3N 5 z 3�XVd L (/,d -0d viss Moa7 w o£Q 7 0 (dd'sd ngd) 0311V7d ION ooaI01 (� �ssaud) S_ te Cv3e 3n 3sxa1 Ln0 S977 swusa u0c0urxza _ avaa� / s3aVc93 n0cannxa ,00'0T N0>sa�s — 0007 9a£a— szz — 0- 0 tx,- 0Aq 0.3 a R t I I �r — O — \ d�(" l„ I t ON) Ha110 — — — — — - - - 5S3W — — — — — — — — — — — — — — .x3Nd� d L 1v WlSIV I v O � 2 .OT H0 1I0 b£69 TZ.00 s o 0 0 O O� (T£'od 'T6dLSMS NOOV36 — : u L zZTS Z _ u�� _ — — — — 2j — (3 -k m Jm m 0 T2m .0 0 m m A T m m m m m m m m m m m m m m I l l I I m m m m m m m m m m m m B d99TE m F I C L - s { T2 T0.00 � ,00 oz s -G O � l - � � - 0 O O O ONnOdWOO D ID m m m doN) 0l- ` � ON /07 /nEl ONIISIX3 0 0 0 0 0 0 0 —Q L- - 00 0000000000 E6 L 7 8fm -5 8 b-4M 1 0 O O Lr — — - • �� - € Q o . € m m Z 0 0 0 • — \�0400000000000000 OOa �. m m m m m m m m Im m m m m T m m m ml sM 00 - -- _ m m m m m m m m m m m m m m -- 0000� (Q,�SINg d SV) 0/90/- 90 r QZn m m m m m m T m m m m m m m m m m m m 20 0 0 0 0 - -- 717�1 7I 17V d8 d312t1I5� rl�d YA77 (I d7L3M L[ -5M m m m T m m m m m m m m m m m m m m p �� m m m m m m m � O O m m m m � l- gM �000 m m -1 1O _ 7 _ aft -gMf� O O _ � � m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m T m m m m m m m m m m m �m � m b a m l Il m m m T T m T m m m m m m m m m m m m m m m T m m T m m m�OO o 6 '— _ ! m &1_ -i L0 ---- O O - -- Q m m m m /t\ 1 IJ _� 0--JC D m m m m m m m m m m m m m m m I m m m m m m m m m m sM msl -sM 0000 ' -1 �/ \� ~ X00000 v 1 m m m m m m m m m m m m m m m m�cnm� m m m m m m m m m m m�sJ�000000 • LO — — — — m m m m m m m T m m m m m m m m m Im m m m m m m m m lZ -��00 a I _____ `��� ' m T r m m m m m m m m m m m m m m m m m m T m m m m m m m m m m m m m m O m m m m m d1 Im m Q 7 rVm , B m m m �2 inm m S 2J m d m m 3 NIm � m m m m m m T m m m m m m m m m m m m T � o6r0 J Oo0M ' O O C 'p b O ^LO O Z O 0 -O Oo CO 0 O } Oo O 0 Oo U0 oO O t0 0O �0 v 0 m m lJ7v - - . r � — l • FO O I F 9z -9 FZ -SM 0 r _ � � � � Gm- - _- 000000 - — O - - -- �O ____________ m m �I O \ �Q 10 0 0 0 0 0 0 0 0 0 0 O 1 , 0 m p 0 g 0 0 0 0 0 0 0 0 81 -gM 0 0 O aN7{u m m / 00 0 0 � ra I� o A ` y .(ayAsNKn� se) §'b /901h auvId Of -5M O O 0 Z. � f E € dE € m m m m m m O �� - m_ -� QV T m m m m m m m Ip0 �O OO 000 m m m m 3 00000�avOoo 0 -0000 00 r - -- 000O000o 0 000000000 O_O.__0 _ - --1 F —1 F - --1 F —1 F —1 F----] - - - -- w 1; \\ — -- -- -- -- -- -- -- -- -- -- — - -- O 1 1 01 1 01 1 01 1 q 1 01 1 01 _\ // l h 1 1 1 1 �O h i°'- \' � ' Roo i r � l l ! ! 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X,. - 0 0 c� ro TQ ro VW33 0311V7d d3 -- ,00.0b QV } (If-od We'd) 5 ,L Y9cYLS N097LV Al A PLANT 5CN EDU LE WINTER 5FRI NG5 TREES QTY DOTANICAL NAME COMMON NAME CONT CAL AR I I Acer rubrum Red Maple I00 gal 4" PE 24 Fmu5 elliotti 51a5h Pine 25 gal I .5 "Cal QV I 19 Quercu5 virg mana Southern Live Oak 100 gal 4" TD I8 Taxodium dl5tlC�UM Pald Cyipre55 B $ B G" UT 108 Understory Tree 30 gal 51ZE REMAP,K5 14'xG' FLORIDA FLAME, OCTOBER GLORY, SUMMER RED 51 NGLE LEADER TREE, LOBLOLLY PINE MAY BE 5UB51TUTED 14'xG' SINGLE STRAIGHT TRUNK, WELL DEVELOPED CANOPY 14` 3` SINGLE STRAIGHT TRUNK. BEFORE B EAK FOR CROWN 8`" HT, 2 UNDEF,5TORY TREES PER LOT North 0' 50' 100' 200' SCALE: 1"=100'–O" III b ! ;/' , J C "1S ,� IO U U C) L* dV V UU P i Al A A ti 1 r EP a 1 �f 21,60 .so O P V1 c0 Trees e RemovecTrees Required H to " 91 1 2.5" min 12"1 to 17 " 177 354 2. rl" min 1811 o " 25 75 2.511 miry 241" to 29" 9 '. '. 2.5H r i E "" 450 r 113 " min 556 -2.5" trees ALL L-X15TI NG TIDES ARE TO BE IEMVED�E TO 5NEET LA -G FOR MITIGATION North 0' 20' 40' 80' SCALE: 1 "= 40' -0" Al 0 0 A e PLANT SCHEDULE OVIEDO TREES QTY BOTANICAL NAME LI 8 Lager5trocmia indica MG 15 Magnoka grandiflora D.D. Blanchard QV 75 Quercus vtircpniana COMMON NAME Crape Myrtle Southern Macpolia Southern Live Oak CONT CAL 51ZE REMARK5 45 gal 2.5" 8' -I0` 3 -5 MAIN TRUNKS, LAVENDAR 100 gal 4 "Cal 12'- 14` WELL DEVELOPED PYRAMIDAL PORM, VO 65 Viburnum odorati5 imum SPEC QUALITY 100 gal 4 14' XG, SINGLE 5TRAIGHT TRUNK. WELL BOTANICAL NAME COMMON NAME CONT DEVELOPED CANOPY 5HRUB5 QTY BOTANICAL NAME COMMON NAME CONT 51ZE REMARKS PM 79 Podocarpu5 macrophyll1-15 Staked. Ye-ti,,/ Pinc 7 gal 4' PULL TO BASE VO 65 Viburnum odorati5 imum Sweet Viburnum 7 gal 30"x30" OA.. 30" oc SHRUB AREA5 QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS LO 33 Loropetalum ch nense ' Plum ` Loropetalum 3 ga; 3G' o.c. COMPACT VARIETY ROD GG Rosa x `Red Drift` Red Drift Knockout Rose 3 gal 24' o.c. TM 426 Trachel05permum 3513tir_um Dwarf Asiatic Ja5minc I gal 13" O.G. VOM G3 Viburnum obovatum ' Mr5. 5hillcr5 Delight` Mrs. 5hiller5 Del.ght Viburnum 3 gal 30' o.c. " tI2 '' 91 i 91 2.5"min 22 " tz, 1T i. ' 3,54 2.5 " m in 18" tz 23" 75 2.5 ' mi in THE REQUIRED NUMBER. OF REPLACEMENT TREES SHALL NOT EXCEED TWO (2) TIMES THE NUMBER Of LOT TREE5 REQUIRED IN ACCORDANCE LDC Section 15.2(E)(1). THE NUMBER OF TREES TO BE REF LACED 15 1 2C (43x2) TREES WITH A 2.5 "CALIPER. THE LOT TREE5 (3 TREE5 PER LOT) WILL BE PLANTED AT THE TIME OF HOU5E CONSTRUCTION TREE MITIGATION CALCULCATION: 12G TREE5 REQUIRED 91 TREES PROVIDED BEYOND LDC MINIMUM 35 TREE DEFICIT THE TREE MITIGATION KffQUIREMENT HA5 NOT BEEN MET, PAYMENT TO THE TREE 13ANK 15 REQUIRED, PER LDC SECTION 12.3(B) (3)TH E 5TREET TREE5 FOR DE LEON STREET AND 5R 434 ARE BEING PLANTED ON SITE DUE TO SEMINOLE COUNTY AND MOT JURISDICTIONAL RE5TRICTION5. COORDINATE EXACT LOCATION OF STREET TREES WITH PROPOSED DRIVEWAYS AND UTILITIES North 0' 20' 40' 80' SCALE: 1 "= 40' -0" 516N PANEL AREA: 40 5r 51GN WALL HEIGHT: SIGN WALL WALL HF -16HT: 6' -0" 1/2" = 1' -0" � PM 2,5 I I I I I I i i I i BUS SHELTER BY http: / /www.theparkcatalog.com/ 5'X 10', ITEM 374 - i 006 MG I i I R E V I S 1 0 N S DATE BY DESCRIPTION Al-10-9-1-4 PLV RESPOND TO COMMENTS - A2 11 -13 -14 PLV RESPOND TO COMMENTS 1 n M M M M M u P2- 1351 -01 North 0' 5' 10' 20' SCALE: 1"=10'-O" PROD. NO.: 1,351 SCALE: 1 "= 10' -0" DATE: B-12-14 SHEET NO: LA -7 511,011 X 101s,011 Aluminum Shelter - With Bench A. GENERAL- Unassembled modular shelter is fabricated from low maintenance, lightweight corrosive resistant aluminum (factory * . *i Site assembly "i *d. 10 U5. ANCHORING: Shelter installation requires concrete pad to be 12" minimum larger than shelter in both length and width dimensions. Pad must be level within 1/2" over length and width of structure. Shelter to be anchored to pad using height ! anchored ! pins. i INCLUDED OPTIONS* (1) 80" ALUMINUM BENCH, COLOR TO BE BRONZE OR CLEAR ANODIZED, (SHIPPED LOOSE, INSTALLED BY OTHERS) khyl 0 Will I OrMfl I It I ` GUSTCUSTOM ROUND-3.5 t { a. a^ # MODULAR PLA T SYS I / Aluminum 1,�i f Top Y i ADA ACCESSIBILITY GUIDELINE - ADAAG CONFORMANCE; THIS DESIGN WILL MEET ADAAG AND ASTM F 1487 11 REQUIREMENTS FOR ACCESS WITH THE ADDffJON OF O GROUND LEVEL EVENTS (0 TYPES) WHEN PROPERLY WSTALLED OVER ACCESSIBLE SURFACING. SEE SITE PLAN FOR ADDIT IONA . GROUND LEVEE. EVENTS. ELEVATED ACCESSIBLE RA PAC ESSIBLE t, ROUND TYPES IN 8,14 0 10 / 3/3 • Store Panel Double Dude wt/' Lily Pad :arm+ Twister GENERAL NOTES; Slide • €T IS KRAUSS GRAFT, IMC. S OPINION THAT THE PRODUCT(S) SHOWN IN THIS PROPOSAL MEET OR EXCEED THE DESIGN AND SAFETY GUIDELINES FOUND IN THE ASTM F1 f67 AND USCPSC PUBLSCATIONS FOR PLAYGROUND EQUIPMENT DESIGNED FOR PUBLIC USE.. • THIS CONCEPTUAL PLAN IS BASED ON INFORMATIION PRO'ODED TO US PRIOR TO CONSTRUCTION DETAILED SITE INFORk�,"1ATON, INCLUDING THE FOLLOWING, SHOULD BE OBTAINED, EVALUATED, AND UTILIZED IN THE FNIAL PROJECT DES GNP EXACT SITE DIMENSIONS, TOPOGRAPHY, EMSTING UTILITIES, SOIL. CONDITIONS AND DRAINAGE SOLUTIONS, • WARNING. ACCESSIBLE SAFETY SURFACING MATERIAL IS REQUIRED BENEATH AND AROUND THIS EQUIPMENT THAT HAS A CRITICAL HPC4 T VALUE (PALL HEIGHT) APPROPRIATE FOR THE HIGHEST ACCESSIBLE PART OF THIS EQUIPMENT, REFER TO THE CPSC S HANDBOOK FOR PUBLIC PLAYGROUND SAFETY, SECTION d, SURFACING. "W"ORM In Dimensions: 28x 19' Min. Use Zone., 0 R E V I S 1 0 N S DATE BY DESCRIPTION a 10 -9 -14 PLV RESPOND TO COMMENTS A 11 -13 -14 PLV RESPOND TO COMMENTS ANCHOR BOOT V E R L A N D E R o O Landscape Architecture, LL c 706 Turnbull Avenue, Suite 20t Phone: (407) 834 -4104 Altamonte Springs, FL 32701 Fax: (407) 834 -2919 P Email: paul @pauiverlandenconi Website: www.paulverlander.com 0/Q����7�3�O 4b� PROJ. NO.: 1351 a LG°�0��04 �a BUS SHELTER DETAIL SCALE: NTS o � o _ 87ATE ° SOUTHERN OAKS DATE: B-12-14 � r PHASE 2 SHEET N0: oNPE 6 A LANII 46 OVIEDOJWINTER SPRINGS, FLORIDA N, N ---------- . ...... ---------- A ..... ...... ...... - - -- - -- - -- - -- - -- - -- - -- - -- - -- ................................ 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NO.: 1,351 % DATE BY DESCRIPTION LA 0000546 OVERALL SITE PLAN V E R L A N D E R SCALE: 1"=100'—O" Z�, 10-9-14 PLV RESPOND TO COMMENTS STATE DATE: B-14-14 Landscape Architecture LL C 2 SOUTHERN OAKS A2 11-13-14 PLV RESPOND TO COMMENTS nmr: SHEET NO: 706 Turnbull Avenue, Suite 20 t Phone: (407) 834-4104 PHASE 2 Altamonte Spring,,, FL 12701 Fax: (407) 834-2919 NPE A L I Urnail: paul@paulverlandencom Website: www.paulverlander.coin Li 6 OVIEDOMINTER SPRINGS, FLORIDA no Ml 1I A- 1...0'1 -& JL-d 'I -&-.d 1111 JL -AL 1.0/1 JL JL-.4 JL lL 'I WIM CITY OF OVIEDO z v z z z z z zlz z z z z z ■■■■■A■ E I■��t�� m m m 111-1 E 0 North A. of 15' 30' 60' I Al A North • 20 40' :a SCALE: 1 "= 40' -0" ELECTRICAL CONDUIT 120V. PVG CONDUIT TO THE START OF — THE MAINLINE. PLACE WI5ZE5 UNDER MAINLINE WHERE POSSIBLE_ GROUND WITH 5/5'X 6 COPPER COATED RODS TO 10 OHM'S OR LESS_ MAKE CONNECTION WITH - -� CADWELD PLUS ONE SHOT. VALVE BOX /GROUND RODS. INSTALL A MIN. OF V FROM f CONTROLLER AND 5' APART_ CADWELD PLUS ONE 5HOT. UNISTRUT OR APPROVED — EOUAL RACK SYSTEM RAIN SENSOR ----\ Co�E R �NeR GROUND ROD OR * UJIRE AS PER LOCAL COpE * PLACE THE RAIN SENSOR TO RECEIVE RAIN FROM ALL DIRECTIONS. * DO NOT CONNECT TO THE ICU I L D ING GROUND. C;CNTfROLL DETAIL ZONE CHART LEGEND REFER TO RECL,4IMED 1114TER REQUIREMENTS WELL SPECIFICATIONS 1.1 THE CONTRACTOR SHALL DRIVE OR DRILL ONE 4" DIAMETER DEEP WELL WITH STEEL CASING FOR THE OPERATION OF THE IRRIGATION SYSTEM. THE WELL SHALL PRODUCE 90 GALLONS PER MINUTE WITH NOT MORE THEN A 5 FT. PUMPING DRAWDOWN. 1.2 ALL EQUIPMENT AND INSTALLATION SHALL BE A5 PER STATE AND LOCAL CODE REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND PERMITS REQUIRED TO DRILL THE WELL OR WELLS. 2.1 THE CONTRACTOR SHALL FURNISH AND INSTALL ONE 10 H.P. 5UBMERSIBLE PUMP IN THE WELL. THE PUMP SHALL BE CAPABLE OF PRODUCING 90 GALLONS PER MINUTE AT 140 T.D.H. (TOTAL DYNAMIC HEAD) THE T_D_H_ IS AT GROUND LEVEL_ THE PUMP SHALL BE INSTALLED USING THE FOLLOWING EQUIPMENT AND MATERIALS. REFER TO THE DETAIL. ALL EQUIPMENT MAY NOT BE LISTED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND INSTALL ALL NECESSARY EQUIPMENT FOR THE OPERATION OF THE WELL PUMP AND ITS GONNECTION TO THE IRRIGATION SYSTEM.. A) 4X2 INCH SANITARY WELL SEAL B) 2 1/2" GALVANIZED DROP PIPE C) SUBMERSIBLE PUMP CABLE, SIZE A& REQUIRED D) ALL NECESSARY GALVANIZED FITTINGS THAT ARE REQUIRED FOR THE CONNECTION OF THE SYSTEM_ ALL ABOVE GROUND PIPE SHALL BE SCH_ 40 PVC (PAINT BLACK)_ SAME SIZE AS THE MAINLINE. E) ALL NECESSARY ELECTRICAL WIRE, SWITCHES AND CONDUIT F) ISOLATION VALVE G) SILENT GHECK VALVE H) ABOVE GROUND CHECK VALVE 1) CYCLE STOP VALVE= CSV3B 3.1 THE PRESSURE TANK PRE - CHARGE SHALL BE 5 -10 P51 LOWER THAN THE PRESSURE SWITCH START POINT. A WATER LINE AT LEAST g" OR LONGER AND NO LARGER THAN THE TANK INLET SIZE SHALL BE CONNECTED TO THE TANK AT A 3O% ANGLE_ THE PRESSURE SWITCH SHALL BE INSTALL ON THE PIPE TO THE TANK, AS CLOSE TO THE TANK AS POSSIBLE. 32 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND CONNECTION OF ALL THE ABOVE EQUIPMENT AND THE CONNECTION TO THE IRRIGATION SYSTEM. 33 POWER FOR THE OPERATION OF THE WELL PUMP SHALL BE SUPPLIED TO A JUNCTION BOX AT THE WELL LOCATION AS PART OF THE ELECTRICAL PLANS OR BY OWNER. COORDINATE ALL POWER REQUIREMENTS WITH THE OWNER OR THE GENERAL CONTRACTOR BEFORE PURCHASE OF THE PUMP. 4.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLE& FROM THE WELL. AT THE LANDSCAPE CONTRACTOR'S EXPENSE, HE &HALL HAVE A CEIRTIFIED LAS ANALYZE THE WATER QUALITY. THE LAND &CAPE CONTRACTOR SHALL REPORT TO THE LAND &CAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO SIDEWALKS AND BUILDINGS_ REPORTING SHALL OCCUR BEFORE THE SYSTEM 15 IN OPERATION. FAILURE TO REPORT SHALL PLACE LIABILITY ON THE CONTRACTOR. 4.2 BEFORE SETTING THE PUMP THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE STATIC WATER LEVEL TO DETER -11NE IF THE PUMP CAN PROVIDE THE PROPER GPM AND PSI FOR THE OPERATION OF THE IRRIGATION SYSTEM. 5.1 THE CONTRACTOR SHALL BE RESPONSIBLE TO V151T THE SITE AND BECOME FAMILIAR WITH THE ON SITE LOCATION OF THE WELL. IT SHALL BE HIS RE5PON6I5ILITY TO NOTIFY THE OWNER IF HE FEELS THE LOCATION SHOULD BE MOVED. THE OWNER SHALL NOT BE RE5PON51BLE TO PAY FOR ANY WELL OR PART OF A WELL THAT DOES NOT MEET THE FULL INTENT OF THESE SPECIFICATIONS_ GENERAL NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND 5HRU55. HAND DIG AROUND ANY EXISTING TREES. DO NOT CUT ANY ROOTS OVER 2' IN DIAMETER. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF IS" OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP -UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 19' PVC FLEX PIPE CONNECTION. DO NOT USE POLYETHYLENE PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES 4 BLDCx_ WALLS_ THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. USE ADJUSTABLE NOZZLES WHERE REQUIRED TO AVOID ANY WATER ON BUILDING WINDOWS. 5) ALL R15ER5 SHALL BE PAINTED BLACK OR A COLOR CHOSEN BY THE OWNER'S REPRE5ENTATIVE (IF ALLOWED BY CODE) AND SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. RECLAIMED SYSTEMS MAY REQUIRE THE PIPE TO BE PURPLE. 6) ALL CONTROL WIRE SPL ICE& SHALL BE MADE IN VALVE BOXES USING KING "ONE STEP" CONNECTORS AND SEALANT WITH WIRE NUTS OR A& DETAILED ON THE DECODER DETAIL FOR TWO -WIRE. i) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION. THE CONTRACTOR SHALL NEATLY MARK IN RED INK ON A WHITE BOND PAPER COPY OF THE IRRIGATION PLAN ANY INSTALLATION THAT DEVIATES FROM THE PLAN. THE AS -BUILT DRAWING SHALL ALSO LOCATE ALL MAINLINE AND VALVE& BY SHOWING EXACT MEASURREMENTS FROM HARD SURFACES. MEASUREMENTS SHALL BE MARKED ON THE PLAN EVEN WHEN THE EQUIPMENT IS INSTALLED IN THE EXACT LOCATION AS THE PLAN. &) ALL VALVES, GATE VALVES AND QUICK GOUPLEiR5 SHALL BE INSTALLED IN VALVE BOXES. THE VALVE BOXES SHALL BE PURPLE WHEN USING RECLAIMED WATER. 9) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA 15 SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS OR INSIDE A &CH. 40 SLEEVE. 10) ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24" FROM ANY WALL AND A MINIMUM OF 12" FROM ANY SIDEWALK, PATIO OR ROAD. (MINIMUM OF 2' WHERE THERE ARE NO BUMPER STOPS) THE EXACT HEIGHT OF ANY 12" POP -UP THAT 15 SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE OWNER'& REPRESENTATIVE IN THE FIELD, 11) THE CONTRACTOR SHALL EXERCISE CARE 50 AS NOT TO DAMAGE ANY EXISTING UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY THEIR WORK. 12) ALL WORK &HALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. (OR A& OUTLINED IN THE WRITTEN 5PECIFICATION5) 13) ELECTRICAL SERVICE TO LOCATION OF THE CONTROLLER, WELL OR PUMP SHALL BE PROVIDED TO A JUNCTION BOX OR D15CONNECT AT THE EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR BY OWNER WHEN IT IS NOT PART OF THE BID PACKAGE. CONFIRM THE LOCATION OF THE CONTROLLER WITH THE OWNER OR GENERAL CONTRACTOR BEFORE ANY INSTALLATION. 14) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE TYPE5 TO DETERMINE THE CORRECT SPACING OF THE HEADS. THE CONTRACTOR SHALL NOT &PACE THE HEADS FURTHER APART OR USE LE55 HEADS THAN SHOWN ON THE PLAN. ANY CHANGE& TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT OR OWNER, SHALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE PLANTS AND OR SOD IN THESE AREAS_ 15) 45 HOURS BEFORE DIGGING, CALL 1 -500- 432 -4ii0 (SUN &NINE STATE ONE CALL CENTER) RECLAIMED WATER REQUIREMENTS 1) ALL PIPE SHALL BE THE PURPLE RECLAIMED WATER TYPE. 2) ALL MAINLINE SHALL HAVE MAGNETIC MARKER TAPE PLACED IN THE TRENCH 6" ABOVE PIPE. 3) ALL SPRINKLER HEADS SHALL HAVE PURPLE INDICATORS. 4) ALL MANUAL AND ELECTRIC VALVES SHALL HAVE TAGS TO INDICATE RECLAIMED WATER. 5) ALL VALVE BOXES SHALL HAVE PURPLE LID& TO INDICATE THE FRESENGE OF RE -USE WATER 6) ALL EQUIPMENT SHALL BE INSTALLED AS PER ALL LOCAL, COUNTY, STATE, AND FEDERAL CODE5. PROVIDE AND INSTALL ALL REQUIRED RECLAIMED WATER SIGNS. �) ALL CROSSINGS OF IRRIGATION PIPING AND POTABLE WATER LINES SHALL HAVE THE VERTICAL CLEARANCE VISUALLY VERIFIED AND TH15 VERIFICATION MUST BE SHOWN ON THE AS -BUILT DRAWINGS BY DOCUMENTING THE VERTICAL MEASUREMENT SEPARATING THE PIPE5. g) THE VERTICAL SEPARATION BETWEEN THE POTABLE AND RECLAIMED WATER LINES SHALL BE A MINIMUM OF 18°, THIS SEPARATION SHALL BE VERIFIED AND DOCUMENTED IN A SET OF A& -BUILT DRAWINGS AS PER SPECIFICATIONS. THE HORIZONTAL SEPARATION SHALL BE 5' CENTER TO CENTER AND 3' OUTSIDE TO OUTSIDE IF VERTICAL MINIMUM OF 18' 15 NOT MET. REFER TO THE SPECIFIC CODE IF THESE SEPARATIONS CAN NOT BE MET. WOOD STAKE WITH YELLOW RIESBON LABEL 'IRRICaATION SLEEVES' (EACH END OF SLEEVES) MIN_ OF 1.4 - ROADWAY MIN. OF 30" GREEN SPAG ABOVE GRAPE MINIMUM OF 24' BELOW GRADE DRIP TUBING MULCH 3/4" SCH. 40 BARB TEE PVC NIPPLE ADAPTER PVC PIPE 3/4' ELBO TO VALVE (FOR AREAS 5 GPM OR LESS) IF CONNECTION DETAIL DRIP TUBING NOTES 1) INSTALL ALL DRIP TUBING AT GROUND LEVEL. AFTER PLANT INSTALLATION. INSTALL NETAFIM TLS(o U SHAPED WIRE STABILIZERS A MIN. OF 4' O.G. TO HOLD THE LINES IN PLACE. 2) KEEP ALL DRIP LINE CLEAN AT ALL TIMES BEFORE THE FINAL CONNECTION. ALL TUBE ENDS SHALL BE INTERCONNECTED TO ALL OTHER DRIP TUBES. DO NOT DEAD END TUBING. SINGLE ROWS SHALL HAVE A END CAP AND NOT BENT OVER OR TAPED. 3) AVOID SHARP BENDS IN THE TUBING. DO NOT BEND THE TUBING WITH LESS THEN A 12" RADIUS. THERE SHALL NOT BE ANY KINKS IN THE TUBING. 4) ALL DRIP TUBING SHALL HAVE UNIFORM SPACING AND BURIAL DEPTH. THE PLAN DOES NOT ALWAYS REFLECT THE EXACT SPACING OR LAYOUT OF THE TUBING. LAYOUT THE TUBING DOWN THE LONGEST WIDTH WHEN P05515LE. ADAPT THE TUBING TO CURVED 5ED5 OR PLANTERS AS REQUIRED, ADJUST AND ADAPT THE TUBING FOR ALL TREES. REFER TO THE TREE DRIP RING DETAIL. 50 INSTALL DRIP TUBING TO ALL AREAS THAT SHALL RECEIVE PLANT MATERIAL. SEE THE LANDSCAPE PLAN FOR THE EXACT LOCATIONS. THERE SHALL BE A MINIMUM OF TWO ROWS OF TUBING ON A SINGLE ROW OF PLANTS. 6) SPACE TUBING AS NOTED ON THE PLAN. DO NOT SNAKE TUBING BACK AND FORTH EXCEPT WHERE SHOWN ON THE PLAN. ALWAYS INSTALL A HEADER PIPE UNLESS THE TOTAL GALLONAGE OF AN AREA 16 5 GPM OR LESS. -1) REFER TO THE MANUFACTURERS DRIP INSTALLATION MANUAL FOR INSTALLATION INSTRUCTIONS. ALL FITTINGS SHALL BE THE SAME TYPE AND MANUFACTURER AS THE DRIP TUBING. 8) ALWAYS FLUSH ALL LINES BEFORE FINAL CONNECTION. 9) INSTALL A A '5Y5TEM ON" INDICATOR FLAG ON EVERY ZONE WHERE IT 16 SEEN FROM THE CONTROL VALVE. 10) ALL MAINLINE SHALL BE BURIED TO A MINIMUM DEPTH OF 18' OR AS INDIGATED ON THE LEGEND- WALL CONTROL WIRES SPLICES SHALL BE MADE IN VALVE BOXES U51NG KING CONNECTOR5 AND SEALANT AND ALL WIRE SHALL BE 14 GAUGE, EXCEPT AS DETAILED FOR TWO -WIRE SYSTEMS. 12) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE THE LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY_ 13) THE CONTRACTOR SHALL EXERCISE GARE 60 A& NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RE5PON515LE FOR ALL REPAIR& OF ANY DAMAGE CAUSED BY H15 WORK. 14) INSTALL FLUSH VALVES WHERE SHOWN AT THE ENDS OF EACH RUN OF DRIP TUBING AND ONE FOR EVERY 15 GPM OF TUBING. 15) CLEARLY AND NEATLY MARK THE TOP OF EACH VALVE BOX WITH THE TYPE OF EQUIPMENT THAT IT CONTAINS. ( I.E. VALVE, FLUSH VALVE, ETC.) 16) THE DRIP ZONE VALVE ASSEMBLY SHALL BE PLACED INSIDE AN PURPLE JUMBO VALVE BOX. THE VALVE SHALL BE INSTALLED AS PER THE DETAIL ON THE PLANS. 1 -1) THE DRIP TUBING SHALL HAVE EMITTERS EVERY 12' AND SHALL BE SPACED 12' APART IN GROUND COVER 5ED5 AND A MINIMUM OF TWO RUNS FOR EACH ROW OF 5HRU55 WHEN THE SHRUB& ARE SPACED FARTHER THAN 2' ON CENTER. 10) REFER TO THE ZONE CONTROL KIT DETAIL FOR FILTER SIZES. 19) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK WITH THE LANDSCAPE CONTRACTOR, PLAN VIEW BPANID F -VALVE INTO LID i FLUSH VALVE FINISH GRADE RAINBIRD SUBTERRANEAN EMITTER SOX -- AUTO FLUSH VALVE BLANK TUB PLUS 4 VALVE MULCH TWO HUNTER FLOOD 5U55LER5_ (.5 GPM) TABLE FLUSH TO GRADE ITH DRIP TUBING CLAMPS FIN15H n xC l GRADE ZONE GPM HEAD TYPE WATER USE PRECIP. RATE RUN TIME !III 111 1 -111 1 y F'IF'E AND JAIN PVC TEE SxsxT - v2' FLEX PIPE (in. per hour (minutes) (SEE 4o5LFoRSlzES) ,j ;;/ FOR THE MOR ELBOW MAXIMUM LENGTH OF 3' CAP (UNGLUED) CAP (UNGLUED) — O % LATERAL LINE 1 —A 45 Bubbler MEDIUM 1.5 20 ; 2 —A 41 Drip MEDIUM 1.5 20���� 3 —A 53 Drip MEDIUM 1.5 20 STREET ELL 1-13 22 Bubbler MEDIUM 1.5 20 CONTROL WIRES 2 —B 30 Spray HIGH 1.5 20 T NCI41N� [DETAIL T EE 5U55LE� DETAIL 3 —B 45 Rotor HIGH 0.5 60 SLEEVE [DETAIL 4 —B 42 Rotor HIGH 0.5 60 <? 5 —B 36 Rotor HIGH 0.5 60 6 —B 46 Rotor HIGH 0.5 60 THIS CHART IS PROVIDED AS A GENERAL OUTLINE ONLY AND IS BASED ON PROVIDING APPROXIMATELY 1 INCH OF WATER PER WEEK. THE CONTRACTOR SHALL BE RESPONSIBLE TO SET THE RUN TIMES ON THE CONTROLLER BASED FOR THE SPECIFIC SITE CONDITIONS. THIS SHALL INCLUDE, BUT NOT LIMITED TO SOIL, WEATHER, PLANT NEEDS AND ESTABLISHMENT PERIOD. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CHECK EQUIPMENT QUANTITIES AND SHALL BE RESPONSIBLE TO INSTALL AND INCLUDE IN THE PROPOSAL ALL EQUIPMENT SHOWN ON THE PLAN. THE PLAN OVERRIDES ANY ERRORS IN QUANTITIES. Al A 0 ) I � � X-1­11 1_1_­­­_­_­­_ ----- -- -",- - " �, I I � � �j � 0 1 \_1 , � � � � � � ____1_1.__­_­,_" N - ------- - --------------- --------------- - --------------- ------- -11,11, ------ j5___C ,41711z� 1 � I � i I --- -11 � 11 j ---- I . � ! , , I 1 �MH: 2i5 --- - ------- - F�l ------------- - I � I WVERT­T,'1K`;; "I I` I ��" 11 , , , I , 1 1 1, _1) "J, � � '�� t , 0 -,------�.,.�-i�.,--,��-,--�,-.,,---�, - ------- - ----- - ------- - ------- - - ------- - ------ -"---- ­_­ - - ­­ - - ­­­ ________­­ ------- 11-1.1.­­_,"" - --------- - ----------- - ,_1 ") I '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 , , , 0 , I I 'C. 64 - I, \ ��, � � ��, 11 0.0 0.0 1 0.0 � -0. 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Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 Z N Q 0 0 W T = J n 0 M O z I N U) LU E i -i CIO r� N a_ �� N • ' Q:/ V I..0 LL z 0 -i o M m� 0 N Q _j = 0 n-,,, H d C, z eE W � U N g 1- O z < Z W_ J 0 U Ld W W LLJ O Z U W z U d m 0 M O n N U) LU E i ° 6 Qz OO LL- r� N �a N 11 LL W Z O -i o M m� 0 N Q _j W O m O H d C, z eE 2' r) U � U N g 1- O z < Z W_ J U � U 00 � _j Z W U d m E M ca LO LU ° 6 Qz �a 11 LL W W m� 0 (D W O Q eE 2' r) U U W - c z ` i "Drawing Not to Scale" Galv. Tenon Web; www.seminolepoie.com Email: seminolepole@earthlink.net Toll Free# 666- 246 -5545 Fax# 229-524 -2666 3@' ■ 0 AEL. 518 Ground Entry Hole Lug Bolt @ 3® 6" 1i tki 1 114 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 Z N Q 0 0 0 Z J LL- n 0 N O QZ w r-)w C/ M v=i rul N n N Z M n ry v O Q � o o z 0 w o � z Q ' ^ z 0 � z V W (� O N g W LLJ W >U-) i ^ N �D Z �1 W J Oo U Cn ° W Q a) O Z U W Z m 0 N O QZ w r-)w c:) M v=i rul N w� w N Z M O Q � o Q auwwsw Z O w o U O N Q ' ^ Z A ` O z V J � U , , (� O N g W LLJ W >U-) i ^ N �D Z �1 W J T¢ � U Q mW 0 X - c) O Z W m E ca M LO O QZ w r-)w LL w� w m L- o w o Q auwwsw F r) U ry U O w Z A ` i �-' � I c) N O N V J � U , , (� O W LLJ W >U-) i ^ N �D Z :(D m Z UQ C� Z LJ Q mW 0 X - c) O Q a) Z w O V O w 0 0 U (n w Z a LD U) V) N 5; S W Of W M Q O � ,NM,q-tf)co1,000)0, F 74201 7 -17 -2014 50' Y: BMA TMT BY: DDA F- N O Oi M r i d' 0 N M U O o� 3 v 0 m w i O M N r- r rn J O in N N t a. 0 Y 0 O a� s 0 i 0 M N d' r U N O i d E -3 0 N 1-1 THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: Anthony A. Garganese City Attorney Brown, Garganese, Weiss & D'Agresta, PA 111 N. Orange Avenue, Suite 2000 PO Box 2873 Orlando, Florida 32802 407- 425 -9566 DEVELOPER'S AGREEMENT THIS DEVELOPER'S AGREEMENT (the "Agreement ") is made and executed this day of , 2015, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation (the "City "), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and TAYLOR MORRISON OF FLORIDA, INC., a Florida corporation ( "Taylor Morrison "), whose address is 151 Southhall Lake, Suite 200, Maitland, Florida 32751. WITNESSETH: WHEREAS, Taylor Morrison is the fee simple owner of (or has the contractual right to purchase) certain real property located within the City in Seminole County, Florida and more particularly described in Exhibit "A" attached hereto and incorporated herein by this reference (the "Property "); and WHEREAS, Taylor Morrison intends to develop the Property as a single- family residential community with fifty -four (54) units at a density of approximately 2.22 units per acre, to be known as "Southern Oaks" (the "Project "); and WHEREAS, pursuant to the approval of the City Commission on 2015, Taylor Morrison desires to facilitate the orderly development of the Project on the Property as depicted in that certain Final Engineering Plan for Southern Oaks Phase 2 prepared by Madden Civil Engineering, dated (the "Plan ") and in compliance with the laws and regulations of the City. All lot references herein shall refer to the lot numbers as shown on the Plan; and WHEREAS, the City Commission has recommended entering into this Agreement with Taylor Morrison for the development of the Project; and WHEREAS, in addition to Taylor Morrison's compliance with the City's Code of Ordinances (the "Code" or "City Code "), permitting and construction not in conflict herewith, the City and Taylor Morrison desire to set forth the following special terms and conditions with respect to the development and operation of the Project. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: {Final) 1. Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2. Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3. Obligations and Commitments. In consideration of the City and Taylor Morrison entering into this Agreement, the City and Taylor Morrison hereby agree as follows: (a) Approval of Plan. The City hereby acknowledges and agrees that the Plan is acceptable and was duly approved by the City Commission in compliance with the laws and regulations of the City. A copy of the Plan shall be maintained on file at City Hall and is hereby fully incorporated herein by this reference. The Plan may be amended by mutual agreement, from time to time, without requiring an amendment to this Agreement provided the Plan amendment is not inconsistent with the terms and conditions set forth herein. If any such Plan amendment is inconsistent with any provision of this Agreement, then an amendment to this Agreement will be required in conjunction with the Plan amendment to achieve consistency between this Agreement and the Plan. (b) Utilities. The City hereby acknowledges and agrees that it currently has sufficient water and sewer treatment plant capacity available to service the Property and shall provide such services to the Project as depicted in the Plan. Taylor Morrison shall install a four (4) inch sanitary force main, to extend approximately 720 linear feet from a planned on -site lift station to the existing stub out located between lots 67 and 68 at the rear of said lots, to serve the Property. All water and sewer improvements required on- site and off -site to service the Property shall be at Taylor Morrison's expense. However, to the extent any other properties utilize the force main constructed by Taylor Morrison, they will reimburse Taylor Morrison their prorated share of the cost of the force main prior to construction commencement. The owner will not be required to install additional infrastructure for irrigation distribution. Irrigation for lots will be supplied from the City of Winter Springs potable water main installed by Taylor Morrison, as shown on the Plan. In the event that reclaimed water becomes available, the City has the option to install a reclaimed water distribution system and to require connection to the reclaimed water system for irrigation. (c) Code Waivers. Based on the Plan and Taylor Morrison's agreement to the terms and conditions set forth herein, the City Commission granted the following waivers to the Code pursuant to the waiver criteria enumerated in Section 20 -34(d) in conjunction with its approval of the Plan: (i) Section 20- 451(f)(2)- Separation of towers from off -site uses used to calculate maximum tower height- A waiver was granted to Section 20- 451(f)(2) to allow lots 61 through 64 as depicted on the Plan to be 92 -feet from the tower base. (Final) 2 (ii) Section 20 -165- Building Area Regulations- A waiver was granted to allow Lots 90, 91, 94 and 95 as depicted on the Plan to have a minimum width of 70 -feet at the building line. (iii) Section 9- 127(c)- Corner Lots- A waiver was granted to allow lots 89, 92, 93 and 96 as depicted on the Plan to be 85 -feet in width at the building line. Taylor Morrison acknowledges and agrees that any deviation from the Code not specifically enumerated in paragraph (c) above shall require separate City Commission approval in accordance with the waiver and /or special exception application procedure, as applicable, and the criteria set forth in the Code. In the event that this Agreement is terminated, the waivers specified in this Section shall also be deemed automatically terminated upon such termination. (d) Formation of Homeowners' Association. Taylor Morrison hereby acknowledges and agrees that it intends to form a mandatory homeowners' association (the "Homeowners' Association ") for purposes of maintaining any and all common areas, landscaping, entrance signs, walls, fences, alleys, recreational areas and stormiwater drainage facilities associated with the Project. A separate Declaration of Covenants, Conditions and Restrictions (the "Declaration ") will be executed and recorded among the Public Records of Seminole County, Florida to evidence the formation of the Homeowners' Association and establish its rights, duties and obligations. The Declaration shall be in a form acceptable to the City Attorney and shall require the Homeowners' Association, and the members thereof to be bound by the terms and conditions of this Agreement. (e) Buffer Walls and Fences. Notwithstanding the requirements of Section 20- 417 of the Code, Taylor Morrison shall install a six (6) foot tall brick wall in an easement along the rear portion of all lots along the northeast boundary line of the Property. The foregoing wall shall be erected as soon as reasonably practical and prior to any permanent vertical construction of lots 76 through 88 as depicted on the Plan. (f) Si�gna e. The City hereby acknowledges and agrees that Taylor Morrison shall have the right, upon the full execution of this Agreement, to erect on -site construction signs, marketing signs and temporary signs (including up to two (2) "banner" signs) as described in Section 16 -87 of the Code, in locations reasonably acceptable to the City, which signs shall be permitted to remain for a period of nine (9) months from the date hereof. Taylor Morrison shall thereafter have the right to erect permanent Project identification signage at the main entrance to the Project, as shown on Sheets LA -2 and LA -3 of the Plan. The City hereby acknowledges and agrees that the Property shall not be subject to the day limitation on the erection of temporary "banner" signs as provided in Section 16 -87 of the Code. Taylor Morrison and its successors and assigns shall maintain all of the signs erected pursuant to this Section 3(f) in a good condition and state of repair, or such signs shall be immediately removed or repaired upon written notice from the City. {Final) 3 (g) Model Units /Sales Office. Prior to the recording of the final plat, the City agrees to permit Taylor Morrison to construct model units under the following conditions: (i) The model area shall include no more than six (6) lots north of SR 434 and Taylor Morrison anticipates the model units being constructed on lots 43 through 48 as depicted on the Plan. (ii) The model units shall remain under Taylor Morrison's ownership and control until such time as the final plat is recorded by the City and a final certificate of occupancy for each unit is issued under the conditions set forth below. In other words, Taylor Morrison shall not contract for sale, sell, or lease any of the individual model units until such time as the City approves and records the final plat for the Project and issues a final certificate of occupancy for each unit. (iii) Vertical construction on the model units shall not commence until stabilized access and fire protection is available. (iv) Prior to the model unit construction, the model units shall be duly permitted by the City in accordance with all City Codes. As part of the building permit application, Taylor Morrison shall submit, along with all construction plans for the units, a duly certified boundary survey which shall depict the location and legal description of each individual model lot. Taylor Morrison acknowledges and agrees that this legal description is intended to coincide with the eventual location of the lots as depicted and legally described on the final plat. Taylor Morrison assumes full and complete responsibility and liability in the event that said legal descriptions do not conform to the lot lines required by the City in final plat. (v) At such time the City Building Official completes and approves a final inspection of the model units, the City will issue a temporary certificate of occupancy for each individual unit. Occupancy of the model units shall be limited to the sale and marketing efforts for the Project. In addition, Taylor Morrison shall have the right to utilize one garage in a model unit as a temporary sales office. (vi) At the request of Taylor Morrison or at such time the Project development is completed, whichever occurs sooner, Taylor Morrison shall file a re- conversion permit application requesting that the model units be converted into permanent residential units and the City shall issue individual certificates of occupancy for each model unit; provided, however, the final plat is approved and recorded by the City and the City Building Official determines that the units are suitable for permanent residential occupancy and in compliance with the City Codes. {Final} 4 (h) Conservation Area. A 9.77 acre Conservation Area is proposed over the existing wetland and Conservation Overlay area, as shown on the Plan. A 25 -foot average upland buffer is to be maintained around the perimeter of the Conservation Area. (i) Pla^ ttina. Taylor Morrison shall be required to plat the Property in accordance with Section 9 -75 of the Code. Taylor Morrison shall submit a proposed lighting plan to the City contemporaneously with its submittal of the proposed plat, unless the applicable information is received from Progress Energy in time to submit such plan at the time final engineering plans are submitted. 0) Wetlands. The City hereby acknowledges and agrees that Taylor Morrison has sufficiently addressed the City's Comprehensive Plan requirements with respect to wetland impacts and preservation. (k) Recreational Area. Taylor Morrison shall be required to provide recreational areas within the Project in accordance with the Plan. (1) Stormwater Pond Located to the North of the Project. The City owns the property adjacent to the Project, as described in EXHIBIT "B ", which is incorporated herein by reference ( "Dry Pond No. 2 "). On March 10, 2014, the City Commission conditionally approved Taylor Morrison's use of Dry Pond No. 2 as a dry retention pond for purposes of servicing the Project subject to the following terms: (i) The pond must meet Outstanding Florida Water ( "OFW ") stormwater treatment criteria with approval by the St. Johns River Water Management District ( "SJRWMD "); (ii) Non - refundable payment to the City in the amount of One Hundred Twenty -Five Thousand and No Dollars ($125,000.00) prior to any site clearing or construction within the drainage basin draining to the proposed retention pond; and (iii) The use shall be subject to the terms and conditions of a separately executed and recorded Non - Exclusive Easement And Use Agreement ( "Easement "). The Easement shall be substantially similar to the form attached hereto and fully incorporated herein as EXHIBIT "C." Upon execution and recording of the Easement, the terms and conditions of the Easement may be amended from time -to -time by the parties without requiring an amendment to this Agreement. Simultaneously herewith, the City and Taylor Morrison are entering into a Non - Exclusive Easement and Use Agreement relative to the design, permitting, construction and maintenance of Dry Pond No. 2. The non - refundable payment referenced in this subsection (1) above is the same payment required under Section 5 of the aforementioned Non - Exclusive Easement And Use Agreement. (in) ("Wet Pond No., l "). The City m tormwater Pond Located on Tract C Wet , , agrees to permit Taylor Morrison to commence and complete construction of the (Final) 5 Stormwater Pond described as Wet Pond No. 1 on the Plans in conjunction with the portion of the Project that is located within the jurisdictional limits of the city of Oviedo. Such authorization is conditioned upon Taylor Morrison posting and maintaining a performance bond, in favor of the City and in the amount of $103,441.36, guaranteeing the completion of the Wet Pond No. 1, which shall be released upon issuance of a certificate of completion for Wet Pond No. 1 by the City. (n) Minimum Lot Size. All lots on the Plan shall be required to maintain a minimum lot size of 5,000 square feet. (o) Other Code Deviations. Excluding the deviations from the Code which are addressed in paragraph (c), Taylor Morrison acknowledges and agrees that the only other deviations from the City's Code authorized by this Agreement are: (i) The posting of banner signs in the manner provided in paragraph 3(f). (ii) Permission to construct model homes prior to the recordation of the final plat as set forth in paragraph 3(g). Any other deviations from the City's Code shall require separate approval from the City Commission. 4. Representations of the Parties. The City and Taylor Morrison hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the City of Taylor Morrison and recorded in the Public Records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against the parties hereto and the Property in accordance with the terms and conditions of this Agreement. Taylor Morrison represents that it has voluntarily and willfully executed this Agreement for purposes of binding the Property and the Homeowners' Association, and the members thereof, to the terms and conditions set forth in this Agreement. 5. Assianlment by Grantee. Grantee from time to time shall be entitled to transfer its rights and obligations_ under this Agreement to the Homeowners' Association. In order to be effective, said transfer shall be evidenced by an assignment and assumption agreement by which Grantee assigns to the Homeowners' Association the rights and obligations of Grantee under this Agreement, and the Homeowners' Association accepts, assumes, and agrees to perform the said subject rights and obligations. To be effective, an assignment and assumption agreement shall be recorded in the Public Records of Seminole County, Florida, and after said assignment and assumption is recorded, Grantee shall automatically be relieved of all obligations and liabilities accruing on and after such assignment and assumption. This provision shall not be construed or interpreted as absolving or relieving Taylor Morrison of any obligations and liabilities that accrued prior to such assignment and assumption. Such prior obligations and liabilities shall remain the responsibility of Taylor Morrison. (Final) 6 6. Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the City and Taylor Morrison and their respective successors and assigns including, but not limited to, the Homeowners' Association and the members thereof. The terms and conditions of this Agreement similarly shall be binding upon the Property and shall run with title to the same. 7. Applicable Law_. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. 8. Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 9. Entire Agreement. This Agreement supersedes any other agreement, oral or written, and contains the entire agreement between the City and Taylor Morrison as to the subject matter hereof. 10. Seyerability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 11. Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Taylor Morrison is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal -agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 12. Sovereign Immunity. Nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768.28, Florida Statutes, or any other limitation on the City's potential liability under the state and federal law. 13. City's Police Power. Taylor Morrison agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 14. Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 15. Permits. The failure of this Agreement to address any particular City, county, state, and/or federal permit, condition, term, or restriction shall not relieve Taylor Morrison or the City of the necessity of complying with the law governing said permitting requirements, conditions, term, or restriction. 16. Third -Party Rights. This Agreement is not a third -party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. {Final} 7 17. Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 18. Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law. 19. Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement. The failure of this Agreement to address any particular City, County, State and /or Federal permit, condition, term or restriction shall not relieve Taylor Morrison or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City's police powers, the City reserves the right to withhold, suspend, or terminate any and all certificates of occupancy for any building or unit if Taylor Morrison is in breach of any term or condition of this Agreement. 20. Termination, The City shall have the unconditional right, but not the obligation, to terminate this Agreement, without penalty, if Taylor Morrison fails to apply for and to obtain infrastructure permits for roads, sidewalks, water, sewer, utilities and perimeter fencing, and to re- commence construction of the Project within three (3) years of the effective date of this Agreement. Before the City terminates this Agreement for the reasons described above, the City shall first provide Taylor Morrison a Notice of its intention to terminate, and permit Taylor Morrison to provide proof of its compliance with these terms within 30 days of its receipt of Notice. In the event Taylor Morrison is unable to provide satisfactory proof of its compliance with these terms, this Agreement shall be deemed automatically terminated and the City may record, without objection or interference from Taylor Morrison, a notice of termination in the public records of Seminole County, Florida. In addition, the City and Taylor Morrison may terminate this Agreement by mutual written agreement and upon such termination, the City shall record a notice of termination in the public records of Seminole County, Florida. 21. Notices. Any notice required or allowed to be delivered hereunder shall be in writing and shall be deemed to be delivered when: (a) hand delivered to the official hereinafter designated, or (b) upon receipt of such notice, when deposited in the United States mail, postage prepaid, certified or registered mail, return receipt requested, or (c) one day after deposit with a nationally recognized overnight courier service, e.g. Federal Express, Purolator, Airborne, Express Mail etc., addressed to a party at the other address as specified below or from time to time by written notice to the other party delivered in accordance herewith. (Final) 8 Taylor Morrison Taylor Morrison of Florida, Inc. Attn: Chris Tyree 151 Southhall Lane Suite 200 Maitland, Florida 32751 Phone: (321) 397 -7526 Fax: (321) 397 -9113 With a copy to: Christopher Roper, Esq. Akerman LLP 420 South Orange Avenue 12th Floor Orlando, Florida 32801 (407) 423 -4000 City: Kevin Smith City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Telephone: (407) 327 -5957 Fax: (407) 327 -4753 With a copy to: Anthony A. Garganese, Esq. Brown, Garganese, Weiss & D'Agresta, P.A. 111 N. Orange Ave, Suite 2000 Orlando, Florida 32801 Phone: (407) 425 -9566 Fax: (407) 425 -9596 22. Effective Date (a) This Agreement shall become effective upon approval of the Agreement by the City Commission and upon full execution by both parties hereto. All prior City Developer's Agreements recorded in the Official Records of Seminole County, Florida upon the Property shall remain binding upon the Property until terminated by the City by recording a recordable instrument expressing the City's desire to so terminate. Nothing herein shall be construed as the City abrogating, waiving, or releasing any rights the City may have against prior developers or sureties under or through any prior developer's agreements recorded against the Property, or as abrogating, waiving, or releasing any rights or claims that the City may have against any surety that previously provided the City with a bond or letter of credit as a result of any prior development project approved by the City for the Property. (b) Upon execution of this Agreement by the parties, the original Agreement shall be delivered to the City Attorney who shall record the Agreement in the Official Records of Seminole County, Florida. The City and Taylor Morrison agree to indemnify (Final) 9 and hold harmless the City Attorney in recording the Agreement and if applicable, the performance of the written escrow instructions received by the City Attorney and set forth in this Agreement. Upon recordation of this Agreement, the Agreement shall be deemed binding upon and shall run with the Property. IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. ATTEST: Andrea Lorenzo Luaces, City Clerk CITY SEAL STATE OF FLORIDA COUNTY OF SEMINOLE CITY OF WINTER SPRINGS Charles Lacey, Mayor APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida, only. Dated: By: Anthony Garganese, City Attorney for the City of Winter Springs, Florida Personally appeared before me, the undersigned authority, Charles Lacey and Andrea Lorenzo Luaces, well known to me to be the Mayor and City Clerk respectively, of the City of Winter Springs, Florida, and acknowledged before me that they executed the foregoing instrument on behalf of the City of Winter Springs, as its true act and deed, and that they were duly authorized to do so. Witness my hand and official seal this day of , 2015. (NOTARY SEAL Notary Public My commission expires: (Final) 10 Witnesses: Print Name: Print Name: STATE OF FLORIDA COUNTY OF ORANGE TAYLOR MORRISON OF FLORIDA, INC., a Florida corporation . By_ Name: Title: Date: 2015 The foregoing was acknowledged before me this day of , 2015 by , in his /her capacity as of Taylor Morrison of Florida, Inc., a Florida corporation, on behalf of said corporation, and who [ ] is personally known to me or [ ] who has produced a Florida driver's license as identification. My Commission Expires: NOTARY PUBLIC {Final} 11 EXDYBff "A" Legal Description {Final) A PART OF THE SOUTHWEST 114 OF THE NORTHWEST 114 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA AND PART OF LOTS 19,20 $ FLORIDA AVENUE, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE COMPANYS ADDITION TO BLACK HAMMOCK, ACCORDING TO PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST 114 CORNER OF SAID SECTION 3; THENCE N.00 °29'25 "W., ALONG THE WEST LINE OF= SAID SOUTHWEST 1/4, A DISTANCE OF 1,329.57 F=EET; THENCE N.89 039'16 "E., A DISTANCE OF 660,31 FEET; THENCE S.00 °29'27 "E., A DISTANCE OF 1,020.60 FEET; THENCE N.89 °40'28 "E., A DISTANCE OF 635.30 FEET; THENCE S.00 029'49 "E., A DISTANCE OF 309.49 FEET; THENCE S,89 °41'15 "W., A DISTANCE OF 35.00 FEET; THENCE S.00 °26'19 "E., A DISTANCE OF 25.00 FEET; THENCE N.89 °41'15 "E., A DISTANCE= OF 35,00 FEET; THENCE S.00 °26'19 "E., A DISTANCE OF 617.77 FEET; THENCE S.89 °26'17 "W., A DISTANCE OF 476.37 FEET TO THE POINT OF CURVE OF A NON TANGENT CURVE TO THE LEFT, OF WHICH THE RADIUS POINT LIES S.15 °28'18 "W., A RADIAL DISTANCE OF 771.20 FEET; THENCE WESTERLY ALONG THE ARC AND NORTHERLY RIGHT -OF- WAY LINE OF STATE ROAD 434, THROUGH A CENTRAL ANGLE OF 16 °02'01 ", A DISTANCE OF 215.81 FEET; THENCE S.89 °26'17 "W„ ALONG THE NORTHERLY RIGHT -OF -WAY OF STATE ROAD 434, A DISTANCE OF 463,55 FEET; THENCE N,00 °34'02 "W., A DISTANCE OF 286.00 FEET; THENCE S.87 °16'54 "W., A DISTANCE OF 66.11 FEET; THENCE N.72 °55'05 "W., A DISTANCE OF 59.18 FEET TO THE EASTERLY RIGHT -OF -WAY OF BEACON STREET; THENCE N.00 °21'21 "W., ALONG SAID EASTERLY RIGHT -OF-WAY, A DISTANCE OF 316.87 FEET; THENCE S.69 °41'15 "W., A DISTANCE OF 20,00 FEET TO THE POINT OF BEGINNING, CONTAINING 1,840,198 SQUARE FEET OR 42.2451 ACRES, MORE OR LESS LESS AND EXCEPT: PART OF LOT 20, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE COMPANYS ADDITION TO BLACK HAMMOCK, ACCORDING TO PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE WEST 114 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH RANGE 31 EAST, SEMINOLE COUNTY FLORIDA; THENCE N.89 °41'1 5 "E., ALONG THE EAST -WEST CENTER SECTION LINE OF SAID SECTION 3, A DISTANCE OF 660.74 FEET; THENCE S.00 °22'02 "E., A DISTANCE OF 25.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 20 AND THE POINT OF BEGINNING; THENCE N,89041'1 5"E., ALONG THE NORTH LINE OF SAID LOT 20, A DISTANCE OF 634.95 FEET TO THE WEST RIGHT -OF -WAY LINE OF DELEON STREET BEING 25.00 FEET WESTERLY FROM THE CENTERLINE OF SAID DELEON STREET; THENCE S.00 °26'19 "E., ALONG SAID WEST RIGHT -OF -WAY LINE, A DISTANCE OF 617.77 FEET TO A POINT LYING 25.00 FEET NORTHERLY OF THE BASELINE OF SURVEY OF DELEON STREET(HAMMOCK LANE)(FDOT SECTION 77070- 2520); THENCE S,89 °26'17 "W., ALONG A LINE 25.00 FEET NORTHERLY AND PARALLEL OF SAID BASELINE, A DISTANCE OF 476.37 FEET TO THE NORTH RIGHT -OF -WAY LINE OF STATE ROAD 434 PER SAID FDOT SECTION AND BEING ON A NON TANGENT CURVE CONCAVE SOUTH, HAVING A RADIUS OF 771,20 FEET, A CHORD BEARING OF N.80 °32'50 "W., AND A CHORD DISTANCE OF 161.73 FEET; THENCE WESTERLY ALONG SAID NORTH RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 12 °02'15 ", AN ARC DISTANCE OF 162.02 FEET TO THE WEST LINE OF SAID LOT 20; THENCE N.00 °22'02 "W., ALONG THE WEST LINE OF SAID LOT 20, A DISTANCE OF 592.41 FEET TO THE POINT OF BEGINNING. CONTAINING 390,673 SQUARE FEET OR 8.9686 ACRES, MORE OR LESS. EXHIBIT (32315328;1) EXHIBIT "Br' Dry Pond No. 2 Sr.�T:MI .A D .DESfC,R.TTIOAT NOT A BOUNDARY SURVEY DESCRIP770 AS MUM: That part of Md South 664"64 fact of (ho Wast 6559.60 tout of the MV 1/4 of the NW 114 of Saet;on 3, r.awm p 2f South, Rango 31 €oat, Seminote County, FIvrido, dying North of boandary tine ogtooment per Official Rotords Eiaa& 7655, Page 1331, Milrfic Records of Saminale County, Florida, bong morn particularly d&9cribud us fotto;rs: Commence at the West 114 comer of Section 3, Pawnship 21 South, Par-get 31 East Seminole County. Florida; thence M.00'2925)lf, Wang the West fine of said Section J, n distance of 1,J28.57 feet to the Southwest carnvr of boundary fine agreement per Official fRecards Hook 7,555, Page IJJ% Puhife Records of Semine:e County, F7arldo, and the POW OF BEGIMSC; thence continue N.00'29`25'W, along said West line, o dastonce of 160.02 feet, thaAce N.80'0V'00 "E., a dlstarcc of 134.00 foot to the paint of curve of a +son longcnt eurvo to rho left, at which the radius paint lies N.49'46'49 "F., o radial distance cf 216.69 feet; thence Saotheastarly along the arc, through o central angle of 2 - 40,37", a d;stonee. of 104.57 feet to the paint of curve of a non tangent curve to the feet, of which the radius point liar N. 15J936 "E., o radial distance of 719,64 feet; thence Easterly along the arc, through a corntral angle of 17'34'51', o distance of 220.82 rout 10 a point of compound turvo to the daft having a radius of 180.41 feet and o central angle of 55 "47'22" thence Narth4aostocty atang the crc, o distance of 195.40 feet; thence N.80'00'00T, a distance of 69.74 legit, thence 5.00'23`25"., a distance of 177,47 feet to the boundary tine per said boundary finer egresmcnt; thence S,89'39'1619., along sold boundoey line, a distance of 653.60 feet to the POW OF BEGMlNG. Containing 87,851 aquore feet or 2,0166 acres, trrara or pens, 1144 1 "Vk �- { 5 "441M,.r r 7520.77` 5"TMkY1 J TWN-FD E rz[c wet & oLC 4 ADARM 18 @ J 1W 17 r A� + E SELF -- 1211 -RNE . N 6a'Ca'00" E r tit 1„ ." N 9,7dri,vV C � Rp cl ~ F' SUBJECT SITE a -AW Cr W,4T Snap, y -_.... U~ went E64.a4` ' , /r x'34 P.g.B. ors scmr.ut r,"'I + SI t1g ; y[sJRrM£ST CLROM sWr x �cE�arr BCt,Vtai4Rr t,'K r15N (p A�bA >xss it fal.A. WO,^K Y"�9, WhCf rJ3!j ._.. _ NLS7 J14 R14-P rcc nv s ras -eslt � ' r GRUSENMEFER SCOTT & ASSOC., INC, -- LAND SURVEYORS CGlC WW, err. OR1AF Op F1.. 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Orange Avenue, Suite 2000 Orlando, Florida 32802 407 - 425 -9566 NON - EXCLUSIVE EASEMENT AND USE AGREEMENT - STORMWATER FACILITIES - SOUTHERN OAFS THIS NON - EXCLUSIVE EASEMENT AND USE AGREEMENT - STORMWATER FACILITIES — SOUTHERN OAKS ( "Agreement ") is made this day of , 2015, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation, whose address is 1126 East S.R. 434, Winter Springs, Florida 32708 ( "City ") and TAYLOR MORRISON OF FLORIDA, INC., a Florida corporation, whose address is 151 Southhall Lane, Suite 200, Maitland, Florida 32751 ( "Taylor Morrison "), RECITALS: WHEREAS, Taylor Morrison is the fee simple owner of certain real property located within the City in Seminole County, Florida within the development generally referred to and identified as Southern Oaks (the "Project "), which real property is more particularly described in Exhibit "A ", attached hereto and incorporated herein by reference (the "Property "). WIIERE AS, the City is the fee simple owner of certain real property located within the City in Seminole County, Florida adjacent to the Project, which real property is more particularly described in Exhibit "B ", attached hereto and incorporated herein by reference (the "City Property "). WHEREAS, included within the City Property is that certain parcel of land more particularly described in Exhibit "C ", attached hereto and incorporated herein by reference ( "Dry Pond Area "). WHEREAS, in connection with the development of the Project and Taylor Morrison's intended development of the Property, Taylor Morrison and City have agreed that the Dry Pond Area may be developed as a dry stormwater retention pond serving certain portions of the Property, all upon the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the sum of Ten and No /100 Dollars ($10.00), and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto, intending to be legally bound, hereby agree as follows: 1 EXHIBIT 1. Recitals. The foregoing recitals are acknowledged to be true and correct and by this reference are hereby incorporated into this Agreement as if fully set forth herein. 2. Grant of Use Riyhts. City hereby grants and conveys to Taylor Morrison a perpetual, non - exclusive right to utilize the Dry Pond Area to construct, operate, maintain, repair and replace a dry stormwater retention pond upon the Dry Pond Area with capacity to serve the water quality (pollution abatement) and peak attenuation (flood storage) requirements associated with the Property (the " Stormwater Pond "), all as more particularly set forth in this Agreement. The rights granted to Taylor Morrison pursuant to this Agreement shall include a limited right of entry for Taylor Morrison to install and maintain three (3) discharge pipes and outfall structures running from the northerly boundary of the Dry Pond Area into the City's existing adjacent stormwater facility located on the City Property to the extent reasonably necessary to allow Taylor Morrison to enjoy the rights granted pursuant to this Agreement. The specifications of these pipes and discharge structures must be approved by the City in advance of installation. Furthermore, before Taylor Morrison enters the City Property to install or maintain said pipes and discharge structures, Taylor Morrison shall request written permission from the City to enter the City Property for said purposes. Entry upon the City Property will be scheduled on a date and time approved by the City, but will not be unreasonably withheld by the City for this purpose. Taylor Morrison acknowledges and agrees that the City shall have the unconditional right to control access to the City Property and monitor the installation and maintenance of the pipes and discharge strictures by Taylor Morrison so as to ensure that Taylor Morrison's activities on the City Property do not in any way interfere with the City's existing stormwater facility. In the event that the City's maintenance of the stormwater facility on the City Property requires that Taylor Morrison's pipes and discharge structures be temporarily removed or relocated, Taylor Morrison shall, at is expense, remove or relocate, or request the City to remove or relocate, the pipes and discharge structures, If removal or relocation is necessary due to such maintenance, the parties will cooperate in a manner to avoid, to the maximum extent reasonably possible, impacting the ability of the Stormwater Pond to serve the Project at the level and amount as allowed under the Stormwater Pond Construction Plans and the Stormwater Pond Permit, as such terms are defined herein. 3. Grant of Non- Exclusive Easement. City in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, paid by Taylor Morrison, the receipt whereof is hereby acknowledged, does hereby give, grant and convey to Taylor Morrison, its successors and assigns, a perpetual, nonexclusive easement over, under, through and upon the Dry Pond Area, to the extent reasonably necessary to allow Taylor Morrison to fully enjoy the rights granted pursuant to this Agreement, for the following purposes: (i) to construct, operate, maintain, repair and replace a dry stormwater retention pond for purposes of servicing the portion of the Project located within the jurisdictional limits of the city of Winter Springs; and (ii) for drainage and stormwater retention purposes related to servicing the portion of the Project located within the jurisdictional limits of the city of Winter Springs (the 'Drainage Easement "). TO HAVE AND TO HOLD said non - exclusive Drainage Easement unto said TAYLOR MORRISON and its assigns forever, subject to all matters of record, for the benefit of the Property. 4. Outstanding Florida Water, The parties hereto acknowledge and agree that the Stormwater Pond, once constructed, must satisfy the Outstanding Florida Water stormwater 2 treatment criteria, as approved in St. Johns River Water Management District Environmental Resource Permit 111071 -3 (the "Stormwater Pond Permit "). 5. Payment. In consideration of the Drainage Easement and other rights granted . herein by City to Taylor Morrison, Taylor Morrison shall pay to City, within ten (10) business days of full execution of this Agreement, the sum of One Hundred Twenty -Five Thousand and No Dollars ($125,000.00), which payment shall be nonrefundable and made to the City prior to any site clearing or construction in the drainage basin draining to the Stormwater Pond. . 6. Construction_ and Maintenance of the Stormwater Pond by Taylor Morrison. Taylor Morrison shall construct the Stormwater Pond, at Taylor Morrison's expense, at any time following issuance of any and all applicable permits, but in no case later than required by the City to commence servicing the portion of the Property located within the jurisdictional limits of the city of Winter Springs. In connection with Taylor Morrison's construction of the Stormwater Pond, Taylor Morrison shall be permitted to enter upon the Dry Pond Area and construct the Stormwater Pond, as necessary, to accommodate Taylor Morrison's use of the Stormwater Pond in connection with development of the Property, as the Property may be developed, configured, re- configured and /or expanded from time to time. Taylor Morrison shall be responsible to design, engineer, construct, modify, alter, maintain, repair and replace, as necessary, the Stormwater Pond in compliance with the Stormwater Pond Construction Plans and Stormwater Pond Permit, and any and all applicable governmental permits, approvals, rules and regulations, as each may be amended from time to time, and to pay all costs and expenses in connection therewith. Notwithstanding anything herein to the contrary, Taylor Morrison's right to utilize the Stormwater Pond for stormwater treatment shall be limited to only such volumes as are consistent with all applicable permits for the Stormwater Pond, the Stormwater Pond Construction Plans, and any related enviromnental resource permit issued with respect to Taylor Morrison's development of the Property, as each may be amended from time to time. Any Fill Material generated from the excavation of the Stormwater Pond by Taylor Morrison shall become the property of Taylor Morrison, who shall be solely responsible for the removal and relocation of such Fill Material, at its sole cost, in compliance with any and all applicable governmental permits, approvals, rules and regulations, and to pay all costs incurred in connection therewith. 7. Stormwater Pond Standards and Maintenance. The Stormwater Pond shall be constructed and maintained by Taylor Morrison, its successors and /or assigns, pursuant to, and in compliance with, the Final Engineering Plans for Southern Oaks Phase 2 (the "Stormwater Pond Construction Plans "), Stormwater Pond Permit and the requirements and standards of City and any other permits and approvals applicable to the Property, as each may be amended from time to time, notwithstanding any inconsistency of such requirements and standards with the requirements and standards of Stormwater pond construction and maintenance typically imposed by City on its right- of-way or stormwater maintenance projects, and also in compliance with any and all other applicable governmental permits, approvals, rules and regulations. 8. Stormwater Cgpacity. The City hereby covenants and agrees that it will not modify, reconfigure, alter or relocate any portion of the Stormwater Pond such that the water level within the Stormwater Pond increases, or in any way interferes with the stormwater capacity of the Stormwater Pond, as required for the Project, and as shown on the Stormwater Pond Construction Plans and the Stormwater Pond Permit. 9. Emergency Access by City. In the event of an emergency or public nuisance situation requiring the City to enter upon the Dry Pond Area, the City shall have the right to enter upon the Dry Pond Area to address the emergency or public nuisance including, but not limited to, repairing or modifying any of the stormwater facilities located on the Dry Pond Area. . 10. Covenants Running with the Land. This Agreement, and the rights and interests created herein, runs with the land and shall be binding upon and inuring to the benefit of the parties hereto and their respective successors and assigns. Notwithstanding anything in this Agreement to the contrary, neither City nor Taylor Morrison shall have any duties, responsibilities or liabilities hereunder after such party has conveyed title to the City Property or the Property, respectively, to a third party, except for any duties, responsibilities or liabilities that may have arisen prior to such conveyance. 11. Rights Reserved. The rights granted herein are non - exclusive in nature and are subject to all matters of record; provided, however, that City hereby represents and warrants to Taylor Morrison that there is no matter of record affecting the City Property that would prevent or materially interfere with the exercise of the easement rights granted herein in favor of Taylor Morrison. City shall have the right to use the Dry Pond Area for any purpose not inconsistent with the full use and enjoyment of the rights granted herein in favor of Taylor Morrison, 12. Construction Liens. Taylor Morrison shall not suffer or permit any construction lien to be filed against the City Property and, in the event of any such construction lien attaching, shall immediately have same removed upon receipt of notice of filing of same. If Taylor Morrison causes or allows any construction liens to be filed against the City Property, and, thereafter, fails to remove same within thirty (30) days of actual notice that said lien has been filed, then City, at its election, may pay and satisfy the same, or transfer same to other security, and in such event Taylor Morrison shall reimburse City for any and all sums so paid, including interest at the highest rate allowed by Florida law accruing from the date of payment of the lien amount and including all reasonable costs and expenses incurred in connection therewith, including reasonable attorneys', paralegal's and other professional's fees. 13. Liability and Insurance Indemni Neither party hereto assumes any responsibility or liability for the acts or omissions of the other party. Neither party hereto shall be deemed an employee, agent or servant of the other. Each party hereto shall maintain a reasonable amount of insurance or a self-insurance program meeting the requirements of Florida law to provide liability coverage for property damage, bodily injury and death. Taylor Morrison agrees to indemnify and hold harmless the City and its officers and employees, from liability, losses, fines, penalties, liens, levies, litigation, damages, and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by Taylor Morrison's failure to comply with applicable local, state or federal laws (including, but not limited to any environmental laws regulating the release, discharge, deposit, emission, leaking, leaching, spillage, or dumping of Hazardous Substances, as the terra Hazardous Substances is defined by present and future 4 federal, state, and local laws) and /or the negligence, recklessness or intentional wrongful misconduct of Taylor Morrison and persons employed or utilized by Taylor Morrison regarding the use of the Dry Pond Area and City Property including, but not limited to, the construction, operation, repair, replacement, and maintenance of the Stormwater Pond. 14. Re resentations and Warranties. City hereby represents and warrants that it owns in fee simple title to those portions of the City Property that are encumbered by the Drainage Easement, and that City has the full right, power and authority to grant the aforedescribed easement without the necessity of obtaining the consent by any other party, and that the aforedescribed easement does not result in any violation of, or conflict with, or constitute a default under, any provisions of any agreement of City or any mortgage, lease, security agreement or other instrument or covenant, obligation or agreement, or any judgment, writ, decree, order, injunction or other judicial order, to which City or the applicable portions of the City Property are subject or bound. 15. General Provisions. The parties further agree as to the following general provi- sions: a. Captions and Applicable Law. The paragraph and subparagraph captions included herein are for reference only and shall not amend, modify or be used to interpret or construe the meaning or intent of the parties as to any of the terms and provisions hereof. This Agreement shall be governed, enforced and construed in accordance with the laws of the State of Florida. If any provisions of this Agreement or the application thereof shall be held to be invalid or unenforceable in a court of law, the remainder of this Agreement shall not be affected thereby and each provision of this Agreement shall otherwise remain valid and enforceable to the fullest extent permitted by law. b. Legal Proceedings. In the event that either party hereto hires an attorney to enforce any term of this Agreement, the party prevailing in said dispute, enforcement action or legal proceeding shall be entitled to recover reasonable attorneys', paralegals' and other professionals' fees (including those incurred on any re- hearing or appeal) and costs incurred incidental thereto from the parry not prevailing in said legal proceedings. C. Enforcement and Remedies. If either party hereto fails to perform or breaches any obligation, requirement, duty or covenant contained herein, the other non- defaulting party shall have the right, at its option, in addition to any of its other rights, privileges or remedies otherwise stated elsewhere herein to (i) bring an action for the recovery of actual damages (not including punitive, consequential or incidental loss or damage) in a court of competent jurisdiction, and/or (ii) bring an action for specific performance in a court of competent jurisdiction. The failure to enforce any of the terms or provisions of this Agreement, however long continued, shall in no event be deemed a waiver of the right to enforce the same thereafter as to the same breach or violation, or as to any other breach or violation occurring prior to or subsequent thereto. d, Entire Agreement, Modification or Termination. This Agreement constitutes the entire agreement of the panics with regard to the subject matter hereof. The terms and provisions of this Agreement may be modified. or terminated only by a written instrument signed by the parties hereto. This Agreement may be signed in counterparts each of which shall be taken together to constitute but one document. C. Notices. Any notices which may be permitted or required hereunder shall be in writing and shall be deemed to have been duly given as of the date and time the same are actually received, whether same are personally delivered, transmitted electronically (i.e., telecopier device with verification receipt capability) or sent by United States Postal Service, postage prepaid by registered or certified mail, return receipt requested, or sent by .federal Express or other overnight delivery service from which a receipt may be obtained evidencing the date and time delivery was made, and addressed as follows: Taylor Morrison: Taylor Morrison of Florida, hac. Attn: Chris Tyree 151 Southhall Lane Suite 200 Maitland, Florida 32751 Telephone: (321) 397 -7526 Fax: (321) 397 -9113 With a copy to: Heather M. Himes, Esq. Akerman LLP 420 South Orange Avenue 12'h Floor Orlando, Florida 32801 Telephone: (407) 423 -4000 Fax: ((407) 254 -3765 City: Kevin Smith City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Telephone: (407) 327 -5957 Fax: (407) 327 -4753 With a copy to: Anthony A. Garganese, Esq. Brown, Garganese, Weiss & D'Agresta, P.A. 111 N. Orange Ave, Suite 2000 Orlando, Florida 32801 Telephone: (407) 425 -9566 Fax: (407) 425 -9596 or to such other address as either party hereto shall from time to time designate to the other party by notice in writing as herein provided. f. Assignment by Taylor Morrison. Taylor Morrison, from time to time, shall be entitled to transfer its rights and obligations under this Agreement to a property owners association duly formed and existing for the Project (the "Homeowners' Association "), In order to be effective, said transfer shall be evidenced by an assignment and assumption agreement by which Taylor Morrison assigns to the Homeowners' Association the rights and obligations of Taylor Morrison under this Agreement, and the Homeowners' Association accepts, assumes, and agrees to perform the said subject rights and obligations. To be effective, an assignment and assumption agreement shall be recorded in the Public Records of Seminole County, Florida, and after said assignment and assumption is recorded, Taylor Morrison shall automatically be relieved of all obligations and liabilities accruing on and after the date of such assignment and assumption. This provision shall not be construed or interpreted as absolving or relieving Taylor Morrison of any obligations and liabilities that accrued prior to such assignment and assumption. Such prior obligations acid liabilities shall remain the responsibility of Taylor Morrison. g. Sovereign Immunity, Nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768,28, Florida Statutes, or other limitations imposed on the City's potential liability under state or federal law. [signature page follows] 7 IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. ATTEST: Andrea Lorenzo Luaces, City Clerk CITY SEAL STATE OF FLORIDA COUNTY OF SEMINOLE CITY OF WINTER SPRINGS By: Charles Lacey, Mayor APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida, only. Dated: In Anthony Garganese, City Attorney for the City of Winter Springs, Florida Personally appeared before me, the undersigned authority, Charles Lacey and Andrea Lorenzo Luaces, well known to me to be the Mayor and City Clerk respectively, of the City of Winter Springs, Florida, and acknowledged before me that they executed the foregoing instiurnent on behalf of the City of Winter Springs, as its true act and deed, and that they were duty authorized to do so. Witness my hand and official seal this day of , 2015. (NOTARY SEAL) Notary Public My commission expires: Witnesses: Print Name: TAYLOR MORRISON OF FLORIDA, INC., a Florida corporation Print Name: Name: Title: Date: , 2415 STATE OF FLORIDA COUNTY OF ORANGE The foregoing was acknowledged before me this day of , 2015 by , in his/her capacity as of Taylor Morrison of Florida, Inc., a Florida corporation, on behalf of said corporation, and who [ ] is personally lurown to me or [ ] who has produced a Florida driver's license as identification. My Commission Expires: NOTARY PUBLIC 9 EXHIBIT "A" (Property) 10 A PART OF THE SOUTHWEST 114 OF THE NORTHWEST 114 OF SECTION 3, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA AND PART OF LOTS 19, 20 $ FLORIDA AVENUE, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE COMPANYS ADDITION TO BLACK HAMMOCK, ACCORDING TO PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST 114 CORNER OF SAID SECTION 3; THENCE N.00 °29'25 "W„ ALONG THE WEST LINE OF SAID SOUTHWEST 114, A DISTANCE OF 1,329.57 FEET; THENCE N.89'39'1 6"E., A DISTANCE OF 660.31 FEET; THENCE S.00 92927 "E., A DISTANCE OF 1,020.60 FEET; THENCE N.89 °40'28 "E., A DISTANCE OF 635.30 FEET; THENCE S.00 °29'49 "E., A DISTANCE OF 309.49 FEET; THENCE S.89'41'1 5"W., A DISTANCE OF 35.00 FEET; THENCE S.00 °26'19 "E., A DISTANCE OF 25.00 FEET; THENCE N.89 °41'15 "E„ A DISTANCE OF 35.00 FEET; THENCE S.00 °26'19 "E., A DISTANCE OF 617.77 FEET; THENCE S,89 °26'17 "W., A DISTANCE OF 476.37 FEET TO THE POINT OF CURVE OF A NON TANGENT CURVE TO THE LEFT, OF WHICH THE RADIUS POINT LIES S.15 °28'18 "W., A RADIAL DISTANCE OF 771.20 FEET; THENCE WESTERLY ALONG THE ARC AND NORTHERLY RIGHT -OF- WAY LINE OF STATE ROAD 434, THROUGH A CENTRAL ANGLE OF 16 °02`01 ", A DISTANCE OF 215.81 FEET; THENCE S,89 °26'17 "W., ALONG THE NORTHERLY RIGHT -OF -WAY OF STATE ROAD 434, A DISTANCE OF 463.55 FEET; THENCE N.00 °34'02 "W., A DISTANCE OF 286.00 FEET; THENCE S.87 °16'54 "W., A DISTANCE OF 66.11 FEET; THENCE N.72 °55'05 "W., A DISTANCE OF 59.18 FEET TO THE EASTERLY RIGHT -OF -WAY OF BEACON STREET; THENCE N.00 °21'21 "W„ ALONG SAID EASTERLY RIGHT -OF -WAY, A DISTANCE OF 316.87 FEET; THENCE S.89 °41'15 "W., A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING, CONTAINING 1,840,198 SQUARE FEET OR 42.2451 ACRES, MORE OR LESS LESS AND EXCEPT: PART OF LOT 20, MAP OF THE VAN ARSDALE OSBOURNE BROKERAGE COMPANYS ADDITION TO BLACK HAMMOCK, ACCORDING TO PLAT BOOK 1, PAGE 31, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SECTION 3, TOWNSHIP 21 SOUTH RANGE 31 EAST, SEMINOLE COUNTY FLORIDA; THENCE N.89 °41'15 "E., ALONG THE EAST -WEST CENTER SECTION LINE OF SAID SECTION 3, A DISTANCE OF 660.74 FEET; THENCE S.00 °22'02 "E., A DISTANCE OF 25.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 20 AND THE POINT OF BEGINNING; THENCE N.89 °41'15 "E., ALONG THE NORTH LINE OF SAID LOT 20, A DISTANCE OF 634.95 FEET TO THE WEST RIGHT -OF -WAY LINE OF DELEON STREET BEING 25.00 FEET WESTERLY FROM THE CENTERLINE OF SAID DELEON STREET; THENCE S.00 °26'19 "E., ALONG SAID WEST RIGHT -OF -WAY LINE, A DISTANCE OF 617.77 FEET TO A POINT LYING 25.00 FEET NORTHERLY OF THE BASELINE OF SURVEY OF DELEON STREET(HAMMOCK LANE)(FDOT SECTION 77070 - 2520); THENCE S,89 °26'17 "W., ALONG A LINE 25.00 FEET NORTHERLY AND PARALLEL OF SAID BASELINE, A DISTANCE OF 476.37 FEET TO THE NORTH RIGHT -OF -WAY LINE OF STATE ROAD 434 PER SAID FDOT SECTION AND BEING ON A NON TANGENT CURVE CONCAVE SOUTH, HAVING A RADIUS OF 771.20 FEET, A CHORD BEARING OF N.80 °32'50 "W., AND A CHORD DISTANCE OF 161.73 FEET; THENCE WESTERLY ALONG SAID NORTH RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 12 °02'15 ", AN ARC DISTANCE OF 162.02 FEET TO THE WEST LINE OF SAID LOT 20; THENCE N,00 °22'02 "W., ALONG THE WEST LINE OF SAID LOT 20, A DISTANCE OF 592.41 FEET TO THE POINT OF BEGINNING, CONTAINING 300,673 SQUARE FEET OR 8.9686 ACRES, MORE OR LESS. (32315323;1) rEmXmHm[B'mIT EXHIBIT "B" (City Property) 11 LEGAL DESCRIPTION: COMMENCE AT THE NORTHWEST CORNER OF SECTION 3, TOWNSHIP 21S, RANGE 31E, THENCE S 0000'47° E, A DISTANCE OF 1144.00' TO THE POINT OF BEGINNING HAVING ESTMUSHED GRID COORDINATES OF N 1585751.1078, E 587896.8124, OF ZONE EAST OF FLORIDA COORDINATE SYSTEM,- THENCE S 8952'43" E, A DISTANCE OF 660.31 TO A POINT HAVING GRID COORDINATES OF N 1585755 1481, E 588556, 9100, OF SAID ZONE EAST THENCE N 00 00'01 , A DISTANCE OF 340.00; TO A POINT HAVING GRID COORDINATES OF N 1586095, 1366, E 588554, 1110, OF SAID ZONE EAST THENCE S B9S2 "4J° E, A DISTANCE OF 640.00' TO THE POINT OF TERMINUS, SAID POINT HAVING GRID COORDINATES OF N 1586099.0526, E 589194,0990 OF SAID ZONE EAST, 1) 7111 h not a 8ouadory SLrvey 2) ffeann9s we botod an: The west lfae of sealt— J ar beAg SOO 00'�6"E (assumed) J) Strafe Plane coordinates are bard on Seminole county emtrd points 02f8/W(IE and 02t91STwE f) The 9,rmyer hoe not abseraeI'd the 1and1 shown hereon fw easement and /w rights or way of record, 5) Na underprauad TnstaTfatfons, faundolfon ferothrgs, ar unprowrmeafs hole boon located escept as nalea 6) ?Tare may be oddlUMG" restf)CM ns that are oat recorded m this survey that may be found M tiro public records of this eoglrty. 7) there Is nor erfdcace wk the ground of use of the p party which might 909g04 o possible claim of easement other then !hose shown an the se rue,. B) 7b1s Sarwy ems Pnpored for the ldentf(les named hereon dad 1s "nontransferable' 9) lmpro.ements wtthln fhek spedRe e04eme„0 have not been tordled as a part of tbfe survey. KETCH OF LEGAL DE5CRIPTION a9�� 21 10 11,11,110 NA For- tab Nor. F1cke: bye p3t,iRick) burns Scole� .v FroFesslonai Survy Hoppe Chfeked bye yor & Na CITY OF 6YWER SPRINGS 09103.2 1 200 ODA Florida Registration No. 4702 i Crcun "Nat wild without jhe_signalure and lhs wiginal PM , POW OF COLINFNLFLIrNT POO - Pwff OF BEGIMMINC 1V40 -eC" IHIBIL� 1 POT - POINT OF TERMINUS j� SURVEYING & MAPPING CORP. T a ply 750 S. Central Ave„ tivletlo, FL 32765 P.Q. Sax SZ1092. Bvledo, f6 92762 — - o:g (407) 365 °1076 Fox 14077 359 -1978 'Uniess Noted gtherwlge' Licensed Buslness No. 5777 EXIIIBIT "C" (Dry Pond Area) SACETCYH AND -DESCRIPTION NOT A BOUNDARY SURVEY DESCRLPTION Aa roLLOWs; that part of the South 564,64 feet of the West 659.60 feet of the NW 714 of the NW 114 of Section 3, Township 21 South, Range 31 East, Seminole County, Florida, lying North of boundary lino agreement per Official Records Book 7555, Page 1331, Public Records of Seminole County, Florida. being more particularly described as follows., Commence of the West 114 corner of Section 3, Township 21 South, Range 31 East, Seminole County, Flarida; thence N,00'29'25'W., along the West line of sold Section 3, a distonce of 1,.32.9.57 feet to the Southwest corner of boundary line agreement per Official Records Book 7555, Page 1,331, Public Records of Seminole County, Florida, and the POINT OF BEGINNING; thence continue N.00'29'25'W. along said West fine, o distance of 180.02 feet; thence N.90'00'00 "E., a distance of 134.00 feet to the point of curve of a non tangent curve to the left, of which the rodius point lies N.49'4849 "E., o radial distance of 216.69 feet; thence Southeasterly along the ore through a central angle of 27'40'37 ", a distance of 104.67 feet to the point of curve of o non tangent curve to the ,eft, of which the radius point ties N,15'.39',36 "E., a radial distance of 719.64 feet; thence Easterly along the arc, through a central angle of 17'34'51 ", a distance of 220,82 feet to a paint of compound curve to the left having a radius of 190.41 feet and o central angle of 55'47'22'; thence Northeasterly along the arc, a distance of 185.40 feet; thence N,90'00'00" E, o distance of 68.74 feet; thence S,00'29'25 "E„ a distance of 177,47 feet to the boundary line per said boundary line agreement; thence S.89'.39'16'W., along said boundary line, o distance of 659.60 feet to the POINT OF BEGINNING, Containing 87,851 square feet or 2.0168 acres, more or less. 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CRUSENATEYER, R.A.S. d 4714 01 -1J 3015 160 -is SALE- EAD' SKETCH AND DESCRIP770M FORICERTlf'IM TO: 'A IRSON Han"i 12 CITY OF WINTER SPRINGS, FLORIDA DRAFT MINUTES PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY REGULAR MEETING JUNE 10, 2015 (RESCHEDULED FROM JUNE 3, 2015) The Regular Meeting of Wednesday, June 1.0, 2015 . (Rescheduled from June 3, 2015) . of the Planning and Zoning Board /Local Planning Agency was called to Order at 5:30 p.m. by Chairperson Bob Henderson in the Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708). Roll Call: Chairperson Bob Henderson, present Vice - Chairperson Howard Casman, present Board Member Sarah Miller, present Board Member Bart Phillips, arrived at 5:31 p.m. Board Member Suzanne Walker, present Assistant to the City Clerk Antonia Della Donna, present Assistant to the City Clerk Rachel. Sergent, present A moment of silence was followed by the Pledge of Allegiance. No changes to the Agenda were made. Board Member Bart Phillips arrived at 5: 31 pm AWARDS AND PRESENTATIONS AWARDS AND PRESENTATIONS 100. Not Used INFORMATIONAL 200. Not Used CITY OF WINTER SPRINGS, FLORIDA DRAFT MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JUNE 10, 2015 (RESCHEDULED FROM JUNE 3, 2015) PAGE 2 OF 5 Chairperson Henderson opened "Public Input". No one addressed the Planning and Zoning Board/Local Planning Agency. Chairperson Henderson closed "Public Input". CONSENT AGENDA CONSENT 300. Office Of The City Clerk The Office Of The City Clerk Requests That The Planning And Zoning Board/Local Planning Agency Review And Approve The Wednesday, May 6, 2015 Planning And Zoning Board/Local Planning Agency Regular Meeting Minutes. "I MAKE A MOTION WE APPROVE THE MINUTES OF THE LAST MEETING." MOTION BY VICE-CHAIRPERSON CASMAN. SECONDED BY BOARD MEMBER MILLER. DISCUSSION. VOTE: BOARD MEMBER WALKER: AYE CHAIRPERSON HENDERSON: AYE BOARD MEMBER PHILLIPS: AYE VICE-CHAIRPERSON CASMAN: AYE BOARD MEMBER MILLER: AYE MOTION CARRIED. 400. REPORTS No Reports were given. CITY OF WINTER SPRINGS, FLORIDA DRAFT MINUTES PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY REGULAR MEETING -JUNE 10, 2015 (RESCHEDULED FROM JUNE 3, 2015) PAGE 3 OF 5 PUBLIC HEARINGS 500. Community Development Department — Planning Division The Community Development Department - Planning Division Is Requesting The Planning And Zoning Board /Local Planning Agency Hold A Public Hearing For The Approval Of 1) Final Engineering Plan, And 2) Aesthetic Review For Southern Oaks, A Single- Family Residential Subdivision Located North Of State Road 434 And West Of The Intersection Of Deleon Street And Cress Run. Ms. Amanda Webb, Planner, Community Development Department presented the Agenda Item and indicated that the Applicant, Taylor Morrison of Florida, LLC, is seeking approval for a Final Engineering Plan and Aesthetic Review. Ms. Webb stated, "The property is currently zoned R -IA and the Future Land Use Designation is Low Density Residential with a Conservation Overlay." Continuing, Ms. Webb explained that it will consist of fifty -four (54) lots on 33.3 acres of land, that the Applicant is proposing a minimum lot size of 8,000 square feet which is consistent with the R -IA Zoning District Requirements, and that the Subdivision is proposed to be a gated community with private streets consisting of a fifty foot (50') right -of -way. Furthermore, Ms. Webb stated, "The design will include stucco as well as stone and they also include architectural embellishments such as the balconies, the columns, and the arches over the entryways." Additional remarks continued. Board Member Suzanne Walker asked, "How many different elevations does this development have ?" Mr. Chris Tyree, Vice - President Land Development, Taylor Morrison Homes, LLC, 259 Lake Side Avenue, Umatilla, Florida: replied that each floor plan has three (3) to four (4) elevations each and also noted that each of the floor plans will have various architectural designs in the front. Chairperson. Henderson inquired what percentage of this area is in the City of Winter Springs as opposed to the City of Oviedo. Mr. Randy Stevenson, ASLA, AICP, Director, Community Development Department responded, "About fifty -five to fifty -eight percent (55 %- 58 %)." Further comments continued. "I MAKE A MOTION THAT WE APPROVE AND FORWARD TO THE CITY COMMISSION, THE FINAL ENGINEERING PLAN AND THE AESTHETIC REVIEW FOR SOURTHERN OAKS." MOTION BY VICE - CHAIRPERSON CASMAN. SECONDED BY BOARD MEMBER WALKER. DISCUSSION. CITY OF WINTER SPRINGS, FLORIDA DRAFT MINUTES PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY REGULAR MEETING -JUNE 10, 2015 (RESCHEDULED FROM JUNE 3, 2015) PAGE 4 OF 5 Chairperson Henderson opened "Public Input ". No one spoke. Chairperson Henderson closed "Public Input ". VOTE: VICE - CHAIRPERSON CASMAN: AYE BOARD MEMBER MILLER: AYE CHAIRPERSON HENDERSON: AYE BOARD MEMBER PHILLIPS: AYE BOARD MEMBER WALKER: AYE MOTION CARRIED. � REGULAR 600. Not Used PUBLIC INPUT Chairperson Henderson opened "Public Input". No one addressed the Planning and Zoning Board/Local Planning Agency. Chairperson Henderson closed "Public Input". In other City business, Vice - Chairperson Howard Casman asked if there was anything new going into the Winter Springs Town Center or Hayes Road Plaza. Mr. Stevenson mentioned there might be a restaurant going into Hayes Road and commented further on the Winter Springs Town Center and plans for signage and parking. Board Member Walker asked if there had been any further inquiries into assisted living or fifty -five plus (55 +) communities. Mr. Stevenson explained, "Monday night, (June) the Stn we approved four (4) Special Exceptions for the Hawthorne Group, for an Assisted Living Facility in the Town Center, located south side of (State Road) 434 at the intersection of what will be a four (4) way intersection, when they extend Michael Blake Boulevard. They are going to extend Michael Blake Boulevard to the south of (State Road) 434, and for, I think it a hundred forty -four (144) units, a fairly nice facility." Much discussion followed on Assisted Living Facilities, Rails and Trails, and plans with Racetrac.