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Home My WebLink AboutItem III(B) Approval and Acceptance of Wesmere Village 12 & 13 - Final Subdivision Plans . "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" AGENDA 9-20-94 OCO= = :..x‘ c, ' Item III B °( y ° CITY OF OCOEE ONERS RUSTYJCOMMIOHNSON_ t�r 150N.LAICESHOREDRIVEPAULW.FOSTERvOCOEEFLORIDA34761-2258VERNCOMBS-+• <44> (407)6562322 JIM GLEASON QTY MANAGER 4 OF G 00� ELLIS SHAPIRO SRP-457 STAFF REPORT DATE: September 15, 1994 TO: The Honorable Mayor and Board of City Commissioners FROM: Russ Wagner, Director of Planning A�..� Wesmere PUD - Villages 12 & 13 �!/,' SUBJ: g Final Subdivision Plans Project No. 93-011 ISSUE: Should the Honorable Mayor and Board of City Commissioners approve Wesmere, Villages 12 & 13 , Final Subdivision Plans? BACKGROUND: Wesmere, Villages 12 & 13 (Oakbrook) is a single family subdivision located west of Maguire Road and north of Roberson Road. Villages 12 & 13 combined consists of 83 lots with a minimum 8250 s . f . lot area and 75 foot lot width. The City Commission approved the Preliminary Subdivision Plans (PSP) for Wesmere, Villages 12 & 13 on June 21, 1994 . DISCUSSION: Throughout the DRC review process, the developer has conformed his plans to the City Land Development Code subject to the Conditions of Approval of the PSP. The DRC reviewed the Final Subdivision Plans on September 6, 1994 and voted unanimously to approve the plans as submitted. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission met on September 13 , 1994 and voted unanimously to recommend approval of the Final Subdivision Plans in accordance with the staff recommendation. Z Staff Report - Wesmere PUD - Villages 12 & 13 September 15, 1994 Page 2 STAFF RECOMMENDATION: Staff respectfully recommends that the Honorable Mayor and Board of City Commissioners approve Wesmere, Villages 12 & 13 , Final Subdivision Plans as signed and sealed on September 6, 1994 . RW/emk cc : Joe DoBosh, Arvida Ray Bradick, Bowyer-Singleton & Associates, Inc . ka 4 TABLE COr11'][%Fr� /000 l.1 NISI A k 1'• OUNTYq FLORIIE)A CIF191Y OF OCOEE I I I VA Al. M VA10- m im A WIPLA&I big iRi 9 iR� SHEET NO. lip] WrIm ZA twiwit'93ei COVER SHEET GENERAL NOTES OVERALL SITE PLAN LOT & BLOCK GRADING PLAN PLAN & PROFILES PAVING & DRAINAGE DETAILS SANITARY DETAILS WATER DETAILS AS -BUILT EN]f!'ORMAnON Aa -bunt drowIngs wfll be required wff,i the fol/owing Wormaf/cm A SANITARY SEWER a TOP elevation of each iwnhole frame & cwer. b. Invert of all /lees entering and leaving each manhole/structure. r. Length of each run of nwfn between iwntWw (center to center). d A&ual grade of pipe between manholes. 9. LDc&e al/ service wyw from downstream manhole with depth at lot flim and dIsfunce from the fwfn 11ne. f Invert elevatlon & 2 horizontal fles from permanent vIsIble objects to each sonfory lateral & wnftrl min form1roaflon pant. B. STORM DRA/NAGE a. Top elevatfon of each fwnWe frame & cover/grateas wellas a// other structures (hoodwalls, o"rol structures. aft.) b. Invert elevatlon of a/1 lines entering and lwvlf)g each structure. IncludIng widerdraln pipes. r- Inverts of a// mitered end sections. d Actual grade of the pipe be/ween the sfrudurw lr&wt elevation & 2 hortzonfal ties frm Wlwmnt visible objwVs to al/ shorn eub"S. C. WATER SYSTEM a (7* Alai lengths of p1pe befNween bronohes & valves In the rui) b. t emen s I c' � '7 su j Z 11)r1ff1ngS__' a 11nm th L Loom)9 w1th moosuremwft (mfn 2 horlzontal fles))rrom permanant "M v/s/ble objwts of/ fftt1ngs1aocwsor/w'n& v/sIble from the surrom r r U t - Ust the dWhs dr the 11nes at all valves. FAttings and f1re hydrants. � L i y j ra ts. hydrants. u'j Lu WINTER y¢ CARDEN OCOEE STORY RY RD. McGEE HIGHWAY (fW 50) INCORPORATED CONSULTING ENGINEERING : PLANNING : LAND SURVEYING 520 SOUTH MAGNOLIA AVENUE ORLANDO, FLORIDA 32801 - - -- -- 9�i 9S� -�� AGENDA ------- AGENDA 9-20-94 Item III MARCH 1994 AVH6 SHEET I OF I2 CADE NO. AVH6CCV.!'i0: u V i Z 1. All construction to conform with City of Ocoee standards and specifications. unless otherwise waived by the City of Ocoee. 2. The Engineer certifies that del roadways were designed to the applicable standards, as set forth by the City of Ocoee and the Florida Department of Transportation Manual of Uniform Standards for Design. Construction. and Maintenance for Streets and Highways. J. The Contractor shall coordinate all work within existing road right-of-ways with the City of Ocoee and FDOT. 4. It will be the responsibility of the Contractor to acquire the necessary Right -Of - Way Permlt(s) and provide for the safety and control of local traffic during construction. 5. The Contractor shall be responsible for meeting all inspection criteria and schedules, and for signing for sold Inspectlons. 6. All disturbed areas shall be seeded and mulched as directed by the field Engineer. Depending on the area, sodding may be required. 7. The Contractor shall be responsible for locating and verifying (horizontally and vertically) all existing utilities prior to construction. and for notifying the various utility companies to make the necessary arrangements for any reloca- tion, temporary disruption of service, or clarification of activity regarding sold utility. The Contractor shall exercise caution when crossing an under- ground utility, whether shown on these plans or field located. All utilities which Interfere with the proposed construction shall be relocated by the respective utility companies and the Contractor shall cooperate with the utility company during relocation operations. Any delay or Inconvenience of the various utilities shall be Incidental to the contract and no extra compensation will be allowed. S. The locations of all existing utilities, storm drainage systems. and topographic features shown on the plans have been determined from the best available Information and are provided for the convenience of the Contractor. The Engineer assumes no responsibility for their Inaccuracy. Should a discrepancy arise between these plans and actual field conditions, which would appreciably affect the execution of these plans, the Contractor will halt all construction and notify the Engineer immediately. 9. Water and wastewater service shall be provided by the City of Ocoee. The water distribution system shown on these plans shall be Into/led by the Contractor and shall conform with the City of Ocoee standards. 10. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which Is located outside the /Ines, grades, or grading sections established for this project. except where such excavation or removal is provided for In the contract, plans. or specifications. Il. All work and all materials furnished shall be reasonably close In conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements, and testing requirements that are specified In the contract, plans or specifications. 12. Provisions for the 'maintenance and management of the common areas, walls. and landscaping facilities will be Included In Covenants and Homeowner's Association Agreements. 0. The Contractor Is to minimize the removal of vegetation to the greatest extent practical. 14. The Contractor shall be responsible for the maintenance of all landscape buffers, retention and detention facilities until the work has been accepted by the Owner. All disturbed areas shall be returned to their original condition. 15. Prior to commencing work the Contractor shall furnish. erect and maintain a/I barricades, warning signs, and markings for hazards and the control of traffic necessary to protect the public and the work. The Contractor shall be In reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways or as directed by the City of Ocoee Traffic Engineer. such as to effectively prevent accidents In all places where the work causes obstructions to the normal traffic or constitutes In any way a hazard to the public. 16. The Contractor shall control his operations and those of his subcontractors. and all suppliers to assure the least inconvenience to the traveling public. The Contractor shall maintain free and unobstructed movement of vehicular traffic and shall limit his operations for the safety and convenience of the traveling public. Under a// circumstances, safety shall be the most Important consideration. 17. The Contractor shall comply with all legal load restrictions In the hauling of materials In public roods beyond the limits of the work. A special permit will not relieve the Contractor of liability for the damage which may result from the moving of material and equipment. l8. Fire protection shall be provided In accordance with Section 7.32 of the City of Ocoee Land Development Regulations. . 19. Compact al/ utility trenches wlthln roadways to 987. of the Modified Proctor Maximum Density wlthln first 2 feet and within other areas to 957.. 20. 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 com- paction operations shall be Inspected and tested by a Florida licensed Soils Engineer to assure that the specified compaction Is maintained and all deleterious material has been removed. 21. All water main fittings, valves, restraints. couplings, pipe and In general those materials required for Installing the water supply system, shall comply with minimum materia/ standards, ratings and classifications established by the City of Ocoee. 22. The FDOT Roadway and Traffic Design Standards (booklet dated January 1992) to be used for drainage structures. Station offsets are to the centerline of the Inlet or manhole top. 23. Install valve boxes with al/ valves. Valve boxes under pavement shall have traffic - bearing covers. 24. Inspections must be scheduled with 48 hours advance notification. 25. No Inspection on weekends or after 4:00 pm. Monday through Friday. Burled lines stall be opened to Insure proper joint connections. 26. The Interior street sidewalks will be constructed by the builder as the homes are built. 27. The Contractor shall Insure that proper soil densities are achieved for place- ment of all headwall/endwali footings, retaining wall footings, 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 been performed prior to final Installation of improvements. 28. In other areas which require fill material the Contractor will strip or otherwise remove o/l 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 to the axis of fill. The Soils Engineer shall approve the area prior to the placement of fill. 29. 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 the site. 30. All Relnrforced Concrete Pipe (RCP) shall be minimum Class ill. 3l. All signs to be single -mounted In accordance with FDOT Index No. 11862 r70 mph wind loading) and FDOT Index No. 17302. 32. Pavement markings shall be placed as shown In the plans and FDOT Roadway and Traffic Design Standards (booklet dated January 1992) and the City of Ocoee Land Development Regulations. 33. For all sign details, refer to the 'Manua/ On Uniform Traffic Control Devices'. published by the U.S. Department of Transportation, Federal Highway Admin1stra- tlon - /978 (ANSI No. D6J-1983). 34. All stormwater pipe lengths Include mitered and sections. 35. All excavations within /0 feet of the travelled roadway must be filled wlthln 24 hours. by days end or heavily barricaded per FDOT Standards. 36. All water mains to be laid with a maximum of 36' cover. Any deeper cut must be approved by the City of Ocoee. 37. All water services under pavement shall be encased In 2' diameter PVC sleeves. All services shall be stubbed -up between the curb and sidewa/k. See detail sheet for more Information. 38. All rear lots abutting the conservation area shall be sodded with Bahlo sod from natural ground (NG) to the first high point on the Lot and Block Grading Plan. The sodding shall occur Immediately after completion of the lot grading. 39. Utility Crossings. A Where water mains must cross reuse mains, force mains, sanitary and storm sewers, when a minimum clearance of /8' and a minimum cover of 3'-O' cannot be maintained, the water main shall be constucted of mecha- n1cal ductile Iron pipe providing o minimum of 2'-6' cover and a 6' mIn!- mum clearance between the water main and the other utility. One full length of ductile Iron pipe shall be centered at the point of crossing. Duc- tile Iron pipe shall continue until a minimum of 3'-O' cover can be attained by pipe deflection. B. Where there Is no alternative to sewer pipes crossing over a water main, the sewer shall be constructed of mechanloa/ joint ductile Iron pipe for l0 feet each side of the water main crossing. One full length of ductile Iron pipe shall be centered at the point of crossing. Provide for a minimum of l8' clearance between water and sewer. NO CONCRETE ENCASEMENT will be allowed. C. The lateral separation between force mains. sanitary and storm sewers. and water mains shall not be less than l0 feet. /f this separation cannot be maintained, then elther of the two pipes shall be constructed of ductile Iron pipe with pressure -tight joint. NO ENCASEMENT of the sanitary sewer or water will be a/lowed. D. Testing Contractor to test a// water mains as per the following: Hydrostatic test per AWWA-C600 (or M23) Standard. and dlsinfectlon of water main per AWWA-0651. E. Reuse water maths shall maintain a 5 foot (center to center) separation or 3 feet edge to edge from domestic water mains. F. All water bypasses shall be constructed of ductile Iron pipe and shall be tle-rodded back to a 'dead -man' anchor on both sides of the main. G. Where ductile Iron pipe Is required for water mains. It shall conform to ANS//AWWA A2/.5//Cl5/. A minimum thickness of Class 50 per ANS/1 AWWA shall be supplied. H. All water services referenced with 'DR9 Service Po/y' shall be PE3048 materials, DR9 (PC 200) for polythy/ene tubing per AWWA C901. /. Water mains shall comply with AWWA standards and al/ pipes shiall bear the NSF logo and al/ PVC pipe shall be C900-DR18. 40. Sanitary force maln pipes shall be AWWA C900 DR25 Class l00 (100ps!). 41. All lots adjacent to Wesmere Parkway shall heave access rights dedicated to the City of Ocoee. 42. The Contractor shall submit al/ shop drawings to the Engineer for final confor- mance with the standards. 43. The Contractor shall be responsible with complying with all federal, state and local laws and regulations controlling pollution of the environment. 44. It Is the Contractor's responslb!lliy to obtain o copy of the Soil Engineer's report for this project from Bowyer -Singleton and Associates, Inc. and meet the Soil Engineer's requirements for sol/ preparation on the site. Contractor's Soils Engineer shall certify al/ site, utllht and roadway compaction as well as underdraln and pavement cone, to Bowyer -Singleton & Associates, Inc. Geotechnical recommendations are not the responsibltly of, Bowyer -Singleton & Associates, Inc. Bowyer -Singleton & Associates, Inc. has relied on the referenced geotechnical report In the preparation of these plans. Any conflict between Infor- motion wlthln the report and these plans shall be reported to the Engineer/ Owner. Bowyer Singleton & Associates, Inc. assumes no responsibility for the correctness, completeness or accuracy of the geotechnical Information. When the Plans and/or specifications contain the results of a sol/s survey, the contractor shall not construe such data as a guarantee of the depth, extent or charactor of material present. It Is the responsibility of the contrator to make any necessary examination of the site and of any material sources indicated In the plans to Inform Nmseif of the conditions under which the work Is to be performed. 45. Eroslo:7 Control Notes A Provide effective temporary and permanent erosion control following the requirements In Section 104 of the Stv. to Department of Transportation Standards and Speclflcatlons for Road and Bridge Construction, /986 Edition. (FDOT Section /04) B. Control features, methods and conditions Included In this contract Include the fol/owing as Indicated by X In blank. /. _X Coordinate construction of temporary erosion control features with permanent erosion control features. 2. _.X._ Control operations wh(ch may result In Water Pollution. (FDOT Sectlon 104-3) J. X Provide schedule for clearing and grubbing, earthwork operations and construction of permanent erosion con- trol features and proposed use of temporary erosion control features. (FDOT Section /04-5) 4. Llmltatlon of exposure of erodible earth without tempor- cry or permanent control features Is S.F. (FDOT Section 104-6J) 5. X Temporary Grassing (104-6.42J 6. X Temporary Sod (104-6.4.3) 7. X Temporary Mulching (104-6.4.4) 8. Sandbagging (104-6.4.5 9. Slope Drains (104-6.4.6) 10. Sediment Basins (104-6.4.7) /1. Artlflclal Coverings (104-6.4.8) /2. X Berms (104-6.49) /3.. X Baled Hay or Straw (104-6.4JO) 14. X Temporary Silt Fences and Staked Silt Barriers (104-6.4JI) 15. X Floating Silt Barriers (104-6.4J2) 16. -X-Remove temporary erosion control features (104-6.5) /7. X Maintain permanent temporary erosion control features (104-7) l8. -Y Thls contract design has been approved by the OWNER and regulatory agencies having an Interest In erosion control abatement. In Its final form the design meets or exceeds the minimum standards. All temporary erosion control features required during construction shall be constructed by the Contractor, and the cost thereof Included In the Contract Sum as a regular obligation Incidental to the Work. C. During construction the Contractor Is to Install a turbldlty screen along rear lot lines for all lots abutting Conservation Areas. D. The Contractor Is to submit an erosion control plan to the City of Ocoee for approval prior to the preconstructlon meeting for this project. E. The Contractor Is responsible for maintaining all erosion protection, espe- clally In the Conservrrtlon Areas, during the entire construction process Including, repairs, etc. to prevent any siltation from entering these areas. F. The Contractor Is responsible for providing and meeting all requirements & conditions associated with the projects EPA-NPDES Genera/ Stormwater Permit Including monitoring requirements. Contractor is to designate prior to start of construction the responsible person for maintenance and report - Ing needs, of the Pollution prevention systems on site during the construc- tion phase of the project. G. Prior to start of construction, the Contractor will provide a rope barricade of the Conservation Jurisdictional Line so as to restrict all access of any vehicle or person Into these areas. 46. The Contractor shall be responsible for protecting all existing survey monumen- tatlon. Disturbed monumentatlon shall be restored by a Florida -licensed land surveyor selected by the Owner at the Contractor's expense. 8-10-94 DMS REVISIONS PER CITY OF OCOEE DATE BY DESCRIPTION REVISION ;111:91119T CADD BYa KJK CHECKED BY: RM DESIGNED BYa KJK �IL00-1 47. Existing contours shown represent moss grading. Wet season groundwater elevations are equal to or greater than l8` below bottom of pavement base. 48. Blue Reflective Pavement Markers shall be placed In the center of the driving lane In front of all Fire Hydrants. 49. Sanitary sewer shall be PVC SDR 35 or DIP class 50 (DIP shall be polyethe- lene-llned.) 50. All streets to be private and maintained by the Homeowner's Association. An easement will be granted to the City over and across all private roadways for access by emergency and maintenance vehicles per the Plat. 51. Contractor shall visit site to familiarize himself with existing conditions prior to bid. 52. Any sanitary sewer system built for phasing of the project shall have a /0' sta- b!/Ized access road over the line and shall be constructed to and Including the next manhole with a /0' utlllty easement centered over the pipe and manhole. ©53. The Fina/ Subdivision Plan Is subject to the approved Preliminary Subdivision Plan. 54. Miscellaneous Engineer Notifications A The Contractor shall provide the Engineer 24 hour advance noti'fh.;atlon for the following construction and observation activities.- a. ctivities.a. Sanitary Sewer Lamping and T.V.Inspectlon b. Connections to Existing Systems c. Thrust Block Pours and Restraint Connections d. Storm Drainage Lamping e. Inlet Top Pours (Reinforcing Steel Check) f. Water & Force Main Pressure Tests g. Bacteriological Sampling h. Base Observation & Sounding 1. Asphalt Placement J. Pre-FlnalInspection k. Final Inspection B. The Contractor shall keep DAILY 'As-Bullf drawings and make them readlly accessible. C. Prior to the start of construction the Contractor shall prepare and submit to the Engineer a project construction schedule (Bar Graph) and update sold schedule on a monthly basis. D. Any fuel storage areas shall have prior owner's approval and appropriate measures shall be taken to Insure protection of groundwater and sol/ resources. E. The Contractor shall coordinate all backfill operations with the Resident Solls Engineer and submit Test Reports to Engineer prior to beginning work on the next Item of work. le. subgrade prior to curb. F. The Engineer reserves the right to require the Contractor to uncover. retest and/or perform any action necessary to ensure that the improvements have been constructed in accordance with the plans and specifications. G. The Contractor shall provide BSA with a copy of the sanitary sewer TV results. 55. Any discrepancy between the dimensions and measurements shown on the plans' and the actual field conditions shall immediately be brought to the Engineer's attention. Failure to do so, and to continue' construction, shall make the Contras for completely llrlble for whatever errors and/or problems that may subsequently arise. . 56. Addresses.- owner ddresses.owner Arvlda/JMB Parhmrs Electric Florida Power corporation 120 lnterrwtlonal Parkway. Suite 220 1/50 Orange Avenue Heathrow. Florida 32746-5033 Winter Park, Florida N333--/000 (407) 64&-8300 Sols Proresslono/ Service Industries. Inc. Telephone United Telephone Service Engineer Jommal & Associates Division 850 East Altamonte Drive 1675 Lee Road Ah}amonte Springs. Florida Winter Park. Florida 32790 (407) 339-1811 (407) 645-5560 Cable TV Cab/evislon Industries Water/ CHY of Ocoee 32 East Cypress Street Wastewater 150 North Lakeshore Drive Winter Garden, Florida 34787 Ocoee. Florida 34761 (407) 656-8035 Mr. Bill Myer (407) 656-2322 57. Record Drawing: At the end of construction, the Contractor shall provide one set of drawings showing ALL CHANGES marked In waterproof red wIlh the follow - Ing Contractor Certification executed on EACH SHEET: The Contractor hereby certifies to the OWNER that Improvements covered by this drawing and the related details have been constructed as Indicated or os modified by tto notes and graphics shown. Absent a note or graphic to the contrary. the Im- provements have been constructed meeting industry standard tolerances. Signed. Date: -- Authorized Contractor's Representative 58. 1t will be the responslbllily of the Contractor(s) to insure that all required permits are obtained and are In hand at the job site prior to the commencement of construction. Contractor shall abide by a// conditions contained therein. Permits Included (but not necessarily limited to) are. -Water Management District. Management and Storage of Surface Waters -F.D.E.P. Water Distribution and F.D.E.P. Sewer Distribution -Local right-of-way use -Local underground utllltles -EPA-NPDES General Stormwater Permit towyermikeeton ass,01,C]'Lates INCORPORATED CONSULTING ENGINEERING : PLANNING a LAND SUR 520 SOUTH MAGNOLIA AVENUE -ORLANDO, FLORID (407) 843-5120 C17Y OF OCOEE FLORIDA GENERAL NOTES OAKBROOK WESMERE VILLAGES 12 & l3 DATE a MARCH 1994 1 JOB NO. AVH6 I SHEET 2 OF 12 CADE AVII6PGN.0( i v Z a P A-/ (UNPLATTED) R -IAA (UNPLATTED) LEGAL DESCRIPTION BEGIN AT THE SOUTHWEST CORNER OF THE EAST %2 OF THE SOUTHWEST %4 OF SECTION 30, TOWNSHIP 22 SOUTH, RANGE 28 EAST, RUN NOO"26'24'E, ALONG CONSERVATION \ THE WEST UNE OF THE EAST %2 OF THE SOUTHWEST Y4 OF SECTION 30, \ TOWNSHIP 22 SOUTH. RANGE 28 EAST A DISTANCE OF 774.47 FEET. THENCE AREA \ DEPARTING SAID WEST UNE, RUN N89.40'3/'E, A DISTANCE OF 58338 FEET TO (TRACT "C) \ THE WESTERLY AND SOUTHERLY UNE OF WESMERE, AT OCOEE, UNIT ONE, AS N EXIST. MITIGATION AREA \ RECORDED IN PLAT BOOK 25, PAGES 110-112, PUBLIC RECORDS OF ORANGE COUNTY, (INCLUDED IN TRACT 'C), , \ \ FLORIDA: THENCE RUN ALONG SAID WESTERLY AND SOUTHERLY UNE FOR THE FEMA /00 YR. FLOOD \ FOLLOWING COURSES AND DISTANCES; THENCE S45000'57W, A DISTANCE OF 2/2.39 BOUNDARY �. \\ WESMERE AT OCOEE FEET; THENCE S60'09'12'W, A DISTANCE OF 65J4 FEET; THENCE S05'Sl'S5'E. A \ UNIT ONE ' 4 +t 5 s/w \ \ G �, DISTANCE OF 19623 FEE THENCE S06.28'14'W A DISTANCE OF 87.39 FEET - ESA ; 122 5 \ �� . THENCE S20'l0'39% A DISTANCE OF 67J9 FEET; THENCE S26'58'34'E, A DISTANCE 2z.5 _ - 12 (PB. 25, PGS. HO-ll?J 12� 5 OF 67J8 FEET; THENCE S6rrl'2/'E. A DISTANCE OF 7334 FEET; THENCE 574'06'!4'E, -_- - % A DISTANCE OF 62.3/ FEET; THENCE S8r3246'E, A DISTANCE OF 389.69 FEET; 9 '2� 5 \�j ,�� - , _ _ _ - , 1z. A THENCE S70'05'23'E, A DISTANCE OF 85.92 FEET: THENCE S64'40'32'E, A DISTANCE 11 L - - ----- I SI ,; 1,'� - ,2 5 . j// , ' \ OF 88.07 FEET; THENCE S5T02'03 E, A DISTANCE OF 88.07 FEET; THENCE ' - - - - - - - \ - LQ'1�r1c. Es�rr - 15 u rr�. _ �((� �I 1 �\ S49" 23'3O'E. A DISTANCE OF 88.07 FEET; THENCE S39'09'28'E, A DISTANCE OF / \-- --EX. 16829 FEET; THENCE S33'05'14'E. A DISTANCE OF 76JO FEET; THENCE NZ75I'348E, / .;- I `to+I�r + ESMT �\\ �// A DISTANCE OF I48.47 FEET: THENCE N42" 3959'E. A DISTANCE OF 100.00 FEET L J0 - \ / THENCE N79'49'05'E, A DISTANCE OF 160.45 FEET; 'THENCE S6/71740'E, A DISTANCE LQ - - - - - - Q i _ _"_', _ _ _ _ _ _ _ r "do—EX. 5' U /L• / OF 21823 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY UNE OF WESMERE a I '- - - -'-------- �' - _ _ PARKWAY, AS RECORDED IN PLAT BOOK 31, PAGES 57-58, PUBLIC RECORDS OF ORANGE COUNTY FLOR/DA: THENCE DEPARTING SAND WESTERLY AND SOUTHERLY UNE, LEGEND DESCRIPTION EXISTING PROPOSED SANITARY SEWER SYSTEM SIDE Alk STORM SEWER SYSTEM 20' A NOTE: MINIMUM WATER SYSTEM - - -�- - - FIRE HYDRANT CONTOUR ----" ----- DRAINAGE STRUCTURE D3 SANITARY STRUCTURE S4 LDT NUMBER 8 SETBACKS FRONT 20' REAR 20' SIDE 75' STREET SIDE 20' A NOTE: MINIMUM /597 SEPARATION BETWEEN HOMES. 2 \ / \ o `I_ _ _� _ _ _ _ _ _ I � 0 3/ - ?a 0 '-i- -1 -`'\ \ \ \ / / y RUN S20'20'14'W ALONG SAID WESTERLY RIGHT-OF-WAY UNE A DISTANCE OF 125-77 NOTES i' ------- ',b ' - - - - - - - ; FEET TO THE PO/NT OF CURVATURE OF A CURVE, CONCAVE NORTHWESTERLY, 25 � � � i >, i ,� ; � �, I � ___- � \ \ � -- � / / EX/ST. RETENTION HAV/NG A CENTRAL ANGLE OF 26'/4'58'' AND A RADIUS OF 665J6 FEET; THENCE RUN /. ALL OPEN SPACE TRACTS; RETENTION AREAS AND CONSERVATION AREAS WILL - _ SOUTHWESTERLY ALONG SAID RIGHT-OF-WAY UNE AND THE ARC OF SAID CURVE, A BE OWNED AND MAINTAINED B!' THE H1�A/EOWNER'S ASSOCIATION. STREETS WILL. 32 , �O' BE OWNED AND MAINTAINED BY THE HOMEOwNER'S ASSOC/ATION. - I � ' DI8 POND 50 DISTANCE OF 304.74 FEET TO THE POINT OF TANGENCY: THENCE RUN S46.35 /2'W, DRAIN. ESW. o -------- , -, °�_ _ __ _ __ — _ A DISTANCE OF /86.35 FEET TO THE PO/NT OF CURVATURE OF A CURVE. CONCAVE TRACTS 'WAND •B' WALL EASEMENTS ARE TO BE OWNED AND MAINTAINED BY D20 TOP EL. 125.0 SOUTHEASTERLY, HAVING A CENTRAL ANGLE OF 23'231/8' AND A RADIUS OF 884.58 THE hOYMEOWNER'S ASSDCIATIM j 24 D19 c S (� ' BOTTOM EL. llO.O FEET- THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAND CURVE, A DISTANCE 3 � ` + ` i i t� � � , J. THE CITY IS SUBJECT TO THE TERNS. PROVISIONS AND RESTRICTIONS OF SZ 33 ,� �, \ D.N.w. EL. 122.0 OF 36/.09 FEET; THENCE DEPARTING THE RIGHT-OF-WAY UNE OF SAID WESMERE FLORIDA STATUTES CHAPTER /63 CONCERNING MORATORIUM ON THE ISSUANCE W ------ _ 1, \ �- T pn /0 YR/24 HR D.H.W. EL. 123.8 PARKWAY AND SAND ARG RUN N65'09'l2'W. A D/STANCE OF 26759 FEET; THENCE OF BUILDING PERMITS UNDER CERrA/N CIRCUMSTANCES THE CRY HAS NO LAW- ` ',\'`, -' ^' l ` 25 YR/24 HR D.H.W. EL. 124.0 N38'02'l2'W. A DISTANCE OF 36857 FEET; THENCE N55'53'42% A DISTANCE OF 99.57 CATFUL AIIOF SUCH TO EXEMPT ANY TIONPRIVAN ENTRY. G ITSELF. FROM THE NSIL ' � CATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONST- ; 23 `'`� �, \ \ \ � '-'\\ ;<` — — eor, ILO /00 YR/24 HR D.H.W. EL. 124.6 FEET; THENCE N8248'07% A DISTANCE OF 38/.46 FEET; THENCE N89'25'32'W, A - >' `_ ' DERED AS SUCH AN EXEMPT/WV. 34, - - _ DISTANCE OF 349.08 FEET TO A PO/NT ON THE WEST UNE OF THE EAST 2 OF c EACH FIRE M'DRANT SHALL BE OSHA YELLOW /N COLOR. A BLUE REFLECTIVE THE NORTHWEST, %4 OF SECT/ON 3/, TOWNSHIP 22 SOUTH, RANGE 28 EAST: THENCE ` _ - — MARKER SHALL BE AFFIXED T'0 THE STREET /N THE CENTER LANE CLOSEST 35 �, .� _ ; _ _ _ _ _ T �p X25 0 NOO'34'28'E ALONG SAID WEST UNE, A DISTANCE OF 433.68 FEET TO THE POINT ro EACH HYD�RAnrr. OF BEG/NN/NG. 22 , �. , _.� \` � •' � (� , Wt, ' - � '� \ S THE FEMA 100 YR FLOOD UNE ENCROACHES INTO THIS SITE. THE DEVELOPER ,g, a V" 1 r , - r _ _ _,- \ `� ' ` " p� ' ' ' , - - LY FOR AND RECEIVE A LETTER OF MAP AMENDMENT FROIM FEMA AND .._ _ \ \ 26' al 25 CONTAINING 3/.326 ACRES. MORE OR LESS. A BASE wal APP 7• � � `'' _ r �� ' 2 ',� ' r , ^ = - _ \ PRIOR TO FLOODALEPLAT�APPROVAL WILL BE ESTABLISHED AND APPROVED BY FEMA 22 12/ DIO 6. THIS PLAN /S BEING APPROVED UNDER VESTED RIGKTS CERTIFICATION Na POc ASSOCIATION WILL GRANT STREET �" �` ` ~ Y �- _ " • ...,. - - - / , ' , , \ \ \ + \ \ 7. THE HOMEOWNER'S ACCESS EASEMENTS TO FOR EMERGENCY AND MAINTENANCE PURPOSES ` � •`� . �' 20 , /, � �� i __—. __-_ __ - --� - _... _ - . � _ �1� Y ' ' r , \ \ � ' ,._ -- ' �� \ � \ THE CRY OF OCOEE F POSES AT TIME / / � / / / n \ � -.-- � ' '''.1� '' '' `\ \ / — ' \ \ \ \./ / OF PLAT RECORDING. 12 XBUILDING SETBACKS (TYP.) A 8. ALL HOUSE PAD ELEVATIONS SHALL EXCEED THE 100 YR FLOOD ELEVATION • i ,/' , 1 " -I� _ - - - - _ - - - �'"' �. ,�r��' ,' ,' \ / , . - - r \ \./ / � All BY A M/N/MUM OF ONE FOOT. EXIST. MTTIGAT/ON AREAr r -�6 __�' , 1 8 n, _ c , / - , 9. THE STORMWATER MANAGEMENT PLAN /S CONS/STENT WITH CIiY OF 0(.1DEE dr r r , ` , - -_� w , , , `Z , , (INCLUDED /N TRACT, 27 ' ' / WATER MANAGEMENT DISTRICT REQUIREMENTS R PERMIT 28 , >r^ �`� ., ,' .. V / \+ �I .' .' // Na4-0915.0343 R PER th J6 r • : _ \ ` \ \ / ' D9 , �' ; ` `. • - ' 11 % // / IO. PER SECTION 4-5(LX6) OF THE OCOEE LAND DEVELOPMENT CODE. A MIN/MUM /V �' , , r '�__ _--- --- --_� L,=_ l / /.JO ' �` \ `` / '' \ `' / / `. �. ,'.- �, `.� r l l/ �1/ OIF 3 TREES WILL BE PLAAII'ED PER LOT. " "11'1{ &i �� `' ', t '--' ' t + ., t ,' , / ST . C • .:'sr ,' `\ L . .,. ` `^ ``_/ U. AT ALL CORNERS AND WHERE APPLICABLE SIDEWALKS SHALL HAVE ACCESS lO `'f ' 111 ' / ' m• _ - - �' ' 1 , ,' ' `b. 3/ �'e SI5 1 + // RAMPS CONSTRUCTED TO ACCOMMODATE THOSE 1N WHEELCHAIRS OR THOSE C✓] i ; j \ ` . t , u // YYY / / WHO ARE PHYSICALLY CHALLENGED. ',`\, ,', /I ,' , 4�I2 1 1 ' 1 39 1 , / ' ,,/cam �`. . ' • " /'` ` `. 1� ` m,' , / /// ' l&SITE HAS BEEN MASS GRADED. No airs & F/LLS ARE ANTICIPATED OTHER 11,1, / /' ♦ / ' ,- \ `\ h CONSERVATION �� - _ , ''' ; ; t ; ` ' ; - '' 32 ' ' `' l5 `, p �.ry�' `h,' - _ ; `' ,' // %/ / WESMERE THAN MINOR LETT GRADING DURING HOUSE CONSTRUCTION. THERE ARE NO �\ 4/ ' , -- ` , \ �` '�` �, �' ' ' " �l�( � FAIRFAX VILLAGE A � '''' ,-' DLI++' e � -__ t,___-_� /' .. `�,'� � �''. \'�, j S � // / ' TREES ON SITE. ARE - ` - ^ ` ^ ^ '- ' ' -' " \ \ - '' �(,. l3. STREET LIGHTING T'0 BE PROVIDED BY FLORIDA POWER CORPORATION. WATER. (TRACT 'C) l _ - _ - ' ,' 42 ,' -33 14 SEWER AND FIRE PROTECTION TO BE PROVIDED BY THE CRY OF OCOEE. NOTEr\`♦\\ ,^!♦�♦ \` \`♦ `` ' / SI6 GpNSERVATION AREA H'/Ll. BE DED/GATED �i; IZ,,e \� /4 STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTH CO THE CITY OF OCOEE AS A PERMANENT ` - �' - ' l2 • , \\ CONSERVATION/DRAINAGE ESMT. ''' � ' " ' r -`' �` '� �` `� � ' FICATIOIV OF COMPLETION AT HIS EXPENSE AND THE COST OF OPERATION WILL 4 / BE ASSUMED BY THE DEVELOPER FOR ONE YEAR FROM THE APPROVED DATE ,' / /// / , ' , I : /5 /4 1+ r - 5 _ ��` .♦ •, " ♦ 43 ,> < 34 \ �, v �\ O . �,. / /-v, `�\ r OF THE CER?lF/CATION. 100 YR. FLOOD EL 121.0 ° ' ' SII= - ` r / / /a THE DEVELOPER HAS CREATED A MASTER HOMEOWNERS ASSOC/AT/ON '11,1 , / / �' • \ /' ,\ \\ /, ♦ . ` `` I , ., 12 , , \ , D7 • / -< 3 t ` / �/� % i / THROUGH INCORPORATION UNDER FLORIDA LAW FOR THE OWNERSHIP AND �1 \ '�+ i • / / " / e► �' MAINTENANCE OF TRACT 'A'. TRACT we TRACT Y.'. AND ALL STREETS /N THE S'}� _ E3 '�' -- ," , // . ' (� 44 �2\ 4 •i -• / ,-,' ,/ / / SUBDIVISION. — - - /& STORMWATER LINES WILL TIE TO EXISTING SWRMWATER MANAGEMENT SYSTEM j \ .'\ • `, `\ , , r , s. `i // \ WITHIN WESMERE PD. 48 m' e p m > �� / / \ , / R: PRIOR TO THE APPROVAL OF THESE PLANS. OR ANY PORTION THEREOF. THE ` �' , • `� \ ,'' ,'' / , D6 ,a%� / APPLICAKr/OWNER WILL NEED TO APPLY FOR AND OBTAIN EITHER A CERriFJCATE �� ` l \ ,;-' / '' ``♦ •,�, • \ D�' l / /�D / OF VESTING AND/OR A FINAL CERTIFICATE OF CONCURRENCY PURSUANT TO THE '46 OCOEE LAND DEVELDPMENT CODE NEITHER THE REVIEW OF THE PROJECT BY IO' LANDSCAPE/WALL ESMT./OPEN SPACE THE CITY NOR THE GRANTING OF ANY APPROVALS /N CONNECTION WITH SUCH ,' (TRACT" A) REVIEW. SHAM BE CONSTRUED TO GRANT THE APPLICANT/OWNER ANY ENTITLE- / \ \ ♦ y \\\ ® \ ` 2 , , • '/ • �' '' ' - ' ' / / / MENT TO OBTAIN A CERTIFICATE OF VESTING OR A FINAL CERT/FICATE OF \ 47 ,/j CONCURRENCY WITH RESPECT TO ALL OR ANY PORTION OF THE PROJECT OR TO FUTURE - 8 , : - �� l , / / � / �j . CREATE ANY EXEMPTION FROM THE PROVISIONS OF ARTICLE IX OF THE OCOEE WESMERE VILLAGE 11 '- ' " \' ® ' / \ \,� LiRA1N.- Es - , ,' ^ , , . ®, '' , �/ SITE DATA LAND DEVELOPMENT* CODE: - � � ` ` � ` , � , � la ALL UTILITY. DRAINAGE, AND WALL EASEMENTS SHALL BE FOR THE BENEFIT' OF \ - / / �` AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE LAND BURDENED BY / % ,Dl, . - _ 9 l`j3 ��. ,' / %O ' ` EXISTING ZONING PUD / / \ 2 / �/ , / \ \ SUCH EASEMENTS SHALL BE OWNED BY THE LOT OWNER. SUCH EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE , PLANNED USE SINGLE FAMILY RESIDENTIAL TIME OF PLATT/NG. ' E7 26� '' * '`�'' • S14 ` . ,' / // // j �\ GROSS S%TE AREA 31.326 AC. A /96 ON ALL CORNER LOTS. / \ �.,, NO WNL FENCE. SIGN. STRUCTURE OR ANY PLANT GROWTH -'Y 3 ` ; / / //� j / \ TOTAL UNrT"S 83 WHICH OBSTRUCTS SIGHT LINES BETWEEN E'-MAND KYABOVE ANY PORTION OF \� THE CROWN OF THE ADJACENT ROADWAY SHALL BE MAINTAINED /N A TRIANGLE NOTE \ `' ,'' i ,'' / r% p / GROSS DENSITY 2.65 DU/AC. FORMED BY MEASURING FROM THE POINT OF INTERSECTION aF THE FRONT AND CONTRACTOR IS TO PROTECT AND PREVENT ANY DISTURBANCE. SILTATION, ETC. / ,s �,//� / WESMERE CONSERVATION AREA 5.95 AC. EXTER1 N CONSIDE LOT ONES A POINTSDISTAS E EBLISHEDsAum THE FRONT AND SIDE LOT TO THE CONSERVATION AREA AND ESPECIALLY THE MITIGATION AREAS. THESE / � � � \ . , ;' � ��'/ 4 �% / � � / ,'/ LINES, AND C(.WNECT/NG THE POINTS SIO ESTABLISHED TO FORM A SIGHT TRIANGLE PROXIMITY OF DISTURBANCE. , j / / , PELICAN ISLE NET SITE AREA 25.376 AC. ON THE AREA OF THE LOT ADJACENT' TO THE STREET /NTERSECrovs OF MINOR SHALL BE ROPED OFF SO AS TO EUM/NATE ANY , / `� \ s �, , 26 S / / /// AND CouEcroR sTREETs: (P.B. 3/, PGS. 57-58) NET DENSITY 327 DU/AC. 2M 'NO PARKING' SIGNS WILL BE PLACED TO PREVENT OBSTRUCTING TRAFFIC. MIN. LUT SIZE 8250 S.F. 2f 825 MPH' SPEED ZONE SIGNS TO BE PLACED ON ALL. STREETS. 101 LANDSCAPE/WALL ESMT./OPEN SPACE MIN. LOT WIDTH 751 E& A CONSERVATION/DRAINAGE EASEMENT FOR TRAGI '+C AS PREPARED BY THE (TRACT ,B,) CITY SHALL. BE EXECUTED BY THE OWNER AND RECORDED PRIOR TO OR AT THE MIN. FLOOR AREA /400 S.F. SITE AREA TIME of PLATT/NG. MAX. BLDG. COVERAGE 36.04% OF NET BENCHMARKS l / l l/ AEM SCREEN ENCLOSURES/POOL DECKS WILL HAVE A MINIMUM SETBACK FROM SIDE �� //�/ AVERAGE DAILY TRIPS 830 AND REAR YARDS OF 5 FEET' UNLESS BUILDING SETBACK /S LESS. SCREEN • ENCLOSURES SHALL BE SCREENED THROUGHOUr.TOP AND SIDES TO PERMR" WATER I. NORTH MANHOLE RIM: PJ. AT CENTERLINE OF WESMERE PARKWAY & W ESCLI FF DRIVE ELEV. 125.42 2. NAIL AND DISK: PJ. CENTERLINE OF WESMERE PARKWAY & SPRING MEADOW LANE ELEV.127.00 The Contractor tareby certlfles to the OWNER that Improvements covered by this drawing and the related detalls have been constructed as Indicated or as modh`led by the notes and graphics s/x7wn. Absent a note or graphIc to the contrary, the Improvements have been constructed meeting Industry standard tolerances. Signed: Date: Authorized Contractor's Representatl ve NOTE: - USE - PLAT FOR ALL CONSTRUCTION LAYOUT WORK. OPEN SPACE 0209 AC. (0.67/.) TO PENETRATE. SCHOOL AGE POPULATION 50 LatAIL BUILDING mrS SHALL BE SETBACK A MINIMUM OF W FEET FROM ALL /00 YR. FLOOD ELEVATION &121X' (REFER TO NOTES *5 & *8) BOUNDARIES OF THE PLANNED UNIT DEVELOPMENT. MAX. BLDG. HEIGHT 35' (2 STORIES) CADET. AVri6COS.00 V r LEGEND Dn DESCRIPTION EXISTING PROPOSED - t - - STORM SEWER SYSTEM -- - `'`_ CONTOUR-------- ��`' DRAINAGE STRUCTURE D3 SPOT ELEVATION 087.42 , 67.42 LOT GRADING Exrsr. PROP. DRAINAGE DIVIDE Z � �Co.� 26 �� 'fir � � / - 06 p r _B �:- W! ,� 5 9 24 ,� \ \ \ EXIST. RET ENT ION DRAINAGE AREA 2J36 Ac. J' FJ27 = "--I F.FJ27D B 23 POND 50 ' qy B 22 _ _ _ , ` \ \ DIRECTION OF SURFACE FLOW MW ".. F.FJ26.8 ,, \ \ TOP EL. 125.0 BOTTOM EL. 110.0 (�� - o� _ r _ _ _ - - - r 1 ; ` •_ F.FJ26.5i � ,' 2/ \ \ / / \ \ \ D.N.W. EL. 122.0 16 waft - l0 YR/24 HR D.H.W. EL. 123.8 - - 19 \ \ / \ \ \ 25 YR/24 HR D.H.W. EL. 124.0DIO _ - \ • _ • - - 12�� O `; /� \ \ \ !00 YR/24 HR D.H.W. EL. 124.6 -��-- _DIS I.33Ac. �'� \ ` Iz5�h3�� P.FJ272 - - 1 --L --F -____I 26 �/ '.,. ,txr . % • ~- - I \ , �, -� ._ ft - _ S ` �� \ \ / i � .-- � \ \ -'-��-•'-s+ /24.7$ �- ` \ �/G I / ."_..,,•LP_'a" -Mw' �` • 12.5' ` 0 FJ= 275 \ \ \ / / - \ �` \ \ \o `'(fes _ - � 125 19 \ - • • \ ` ,' // // \ \ \ / / �_ s - - - - \ \ I \ ,� \ \ I I // \ W ' ,"----•---•----- - ------ ��Gr� J /24✓9 �?�n D1logo.3 / ? - _ - Aa %b,' ,' � � o i � ,-------�Z�- -----126 •�.• g�57_�� l8 % \� \\ \\ // \ / - , 1\ i _ -- �w { C� ��` b JFFJ2T2 28 _�•�� t `, ,'' \\ \ �\ 1/ // / 9 FFJ262 CSR �� 29 .,; ,�z \ l / -'r ---- v O F- F.FJ2699 i1 F.FJ26.31 7 ��- - A FFJ273 •� •.FJ27.4 A . - -------- -- ' - •' / s \ \ l r { FFJ26.3 I?l l l l - - - - _ - - - - - ��_ ,�' 3O - �. � \ l l { GEL-: t2� - ZA ------------- r2�A--------___ A �•, �' , \\ \ / / { = x� �� " - -- - - - . / •l ` � l� 125.5 \ \ / { 1 /0,' { AOF C D A \Z6 ., �N� � ,_ _ FJ27.4 ,' 11 l /l/ FFJ272 `\\ V ��s `� •. ��.�= ,, ' 1 FFJ26.8 �� l 6 ; NG_-- e / A •\ '�'� /26.(� 1 �� '? \ � , ` i k (-FFJ26.4 �• / / 32 i \\ 1 �• �. �� 15 A '�' FFJ28.4 I/2162 FFJ27.7 / ®• .2398 I\y��%, ^ '�� 'w, // //// 1279 // ,' \ •� . � `� / �'�. �, ,, �q ! ,/� �ll j S ♦ 12sb ��? B `�� ,�,li ! ,' A �F.FJ265 a l �2A� •,'124.6 FFJ26.6 ��,� NOTES A ` \14 e ,,' °r• �� ®� \ �c,�- rim CONTRACTOR /S TO PROTECT AND PREVENT ANY DISTURBANCE. SILTATION. EIC. 1277 FFJ28.4 /ps9 FFJ27.4 028AC. If TO THE CONSERVATION AREA AND ESPECIALLY THE MIrIGAT/ON. AREAS. THESE0 OF SHALL BE ROPED OFF SO AS TO ELIMINATE ANY PROXIMITY OF DISTURBANCE. •. VN /2 �� -1. \ \ \ -' // ,/ /� \ SILT FENCE TO BE CONSTRUCTED AROUND PER/METER OF PROJECT SITE AND `•\� `` A Q o� /'� 124.8 A UPSTREAM OF EL l2/A ALONG CONSERVATION AREA PRIOR TO SITE WORK. , -' -j4 r/ ,' FFJ26.8 ,' N� y // / )QTS / .9 Q / 127rrE F.FJ28J o �. �, � \2a? � ,/ 0;1 V � ` `s 35 125s\� '�!� ,° ��° , ,/ ,' ��I F.FJ27.O NG_ 127.4-6.0 F.FJ2T.9 g i'✓�i /� SILT FENCE POST `\ `� - �' a 2 ? % A (INCLINE POSTS 27710WARDS FLOW) FFJ27.000. SILT FENCE FABRIC\ / 12 �� Cp Ate, ,' - l A B C t2TZ` ' \ N� 2A / /mag 0.68AC. ` ,' HAY BALE W/STAKE o 's m qb h Fj GXR STING DlFLDW I ON �/ ��, D5� s t i (; D6 / FF NG ----------- L_ -L ----------- LL -------�- - -- I s ; '• \ \ �G �o,°' //� i ,1111 FDO' APPROV ED TEMPORARY SILT FENCE PRE -ASSEMBLED IN A= ROLLS /� /� D4 • Zt j� �� // / // ,' RAY LINE UTILIZING X X 41WOODEN POSTS a 9FCIC MAX. w/3' OF WOVEN GEOrEXTILE MATERIAL MEETING THE REQUIREMENTS OF SEQ985A O P P _ � �/ • b / / SIMILAR & EQUAL TO THAT SUPPUED BY FIFER/PE C06 OF TAMPA FLA s�'�J� f nnh;' � - _ '� _ - ti / NOTES: CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLOWSr /.SILT FENCES SHALL BE /NSP£GTED IMMEDIATELY AFTER EACH /,¢ 12 LOT NUMBER RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL S ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY R/W LINE TYPE OF GRADING DIRECTION OF 'URFACE FLOW =IN/SHED FLOOR ELEV. TYPICAL LOT LAYOUT NTS PLAT FOR ALL PSHOULO THE FABRIC DEICOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITS US& IT SHALL BE REPLACED PRQM1V 3 -SEDIMENT DEPOS?S SHALL BE REMIOVED AFTER EACH STORM EVEN. -"W SEDIMENT DEPOSITS LEFT /N PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRAOE.PREPARED AND SEEGIM TYPICAL SILT FENCE DETAIL NJS. Fr3143 DATE BY DESCRlPT10N CONSTRUCTION LAYOUT WORK. a """ "' REVISION / / The Contractor ti� hereby certlfles to the OWNER that Improvements covered by this drew r -.g and the related detal/s have been constructed as Indicated or as modified by the notes and graphics shown. Absent a note or graphic to the contrary. the Improvements have been constructed meeting Industry /• standard tolerances. ' Signed: Date: Authorized Contractor's Representative FIELD. BSA CITY OF OCOEE FLORIDA bowyermikgletonassociates CADD BY: KJK LOT & BLOCK GRAD/ NG PLAN CHECKED BY: RM VILLAGE I3 INCORPORATED OAKBROOK _ DESIGNED BYs KJK CONSULTING ENGINEERING :PLANNING :LAND SURVEY11 WESMERE VILLAGES 12 & I3 f r 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 2 SCALES 1 1=50' (407) 843-5120 DATE : MARCH 1994 JOB NO. AVH6 SHEET 4 OF 12 ! CAME- AV A6CG .00:001 EX/ST.MITIGATION AREA (TO REMAIN UNDISTURBED) �N , No. 6 � SEE SHE � W - NOTES CONTRACTOR /S TO PROTECT AND PREVENT ANY �... .o • ,l + + , ' + , _ _ _ � 1 +, �` �► , DISTURBANCE. SILTATION. ETC. +, , ' -+�'�` - TO THE CONSERVATION AREA AND ESPECIALLY THE WIGATION AREAS. THESE - - - - - - �� i SHALL BE ROPED OFF SO AS TO ELIMINATE ANY PROXIMITY OF DISTURBANCE. S; ,,- ----�Q - -- _ _ _, SILT FENCE TO BE CONSTRUCTED AROCIND PERIMETER OF PROJECT SlrE AND �� , , , ' - - ' ' - - ` ' - - - _ _ - - - _ - - _ ; UPSTREAV OF EL !21.0 ALONG CONSERVATION AREA PRIOR TO SITE WORK.. r r � r �, % +, ,i,,; I8 i , , , ,, - ,, ,,;, q - - -- r H >. ------------ ,t „ ---- �, -,, , , r ' A it 38 lilt , i A 39 A \ ' ; FFJ27.1 ; ;� 40 ► D (SLOPE 3.I TO MATCH\ ' � ��"'' � . �L7J� L78Ac.I FF r/ J EX. GRADE) ; /2lil, ;. N NDN ',-�'-----__ A ►?�� ;;; + + _ 41 27.5 100 YR. FLOOD EL 10.0 '+ ' ' ; ♦ ;�� . , - - _ _ _ �- - CONSERVATION \, "�„ ; ; , , -f-�:- �O 60, -- , , , • .,., dmft 16 0.48% • • Igo- AREA �, AREA �,��;��{;; FFAJ2-rJ �' ; >'�-'� -------'_`�"--r. ` '�•, 0`- �_ A /2r (TRACT 'C') ' ��' I�S� , - - - -III "',�.� „1 - - FFJ28.8 l (TO REMAIN .UNDISTURBED) � ' � � � � � � ►?y? -t-..- '`��5� �•• �� 127.0 , ,;+„ , '; , , ; ; 15 ; ; ' ; ------__ 127. ' , ' . •.O 43 0. EX. WETLAND ; ; ; , , �?� ; ' F.FJ27.3 ; ' - - �''� 2 �'� FF� r6 ' ' , 117.4 G� JURISDICTIONAL UNE A - _ l3 , r •. 11s�`, + p \ , F.FJ 7 _ �i4 r 12 o. ► a-' '_' — — �'_ `� ll/ �.. ♦ •�, 44 ►gra+ s `�� ►z5�s"• o. FJ'J26.7 ,� • / ir4 �� F.F./26.4 ►� � �G � �' �=. ;.. - - - -,'' �� \•• ``'� `'. \� ``�♦�"'� FEMA /00 YR. FLOOD BOUNDARY' j ►' i ►►�� — / ,' \2 I 1 ►� SGA / �� / /pr •. �C \•. �i /45 \ ♦ •• A 19 ry` ,r• J\� 48 / /178 ,' •, \ ` 1 EM / A /272 �. R/W UNE ft — ----------- —..-- R/W UNE LOT NUMBER TYPE OF GRADING DIRECT/ON OF SURFACE FLAW _ INISHED FLOOR EL EV. TYPICAL LOT LAYOUT NTS \46 It r 9 --``\' A J.79Aa per 2aa/ ' `• , �O OS 125.4 D7 LEGEND DESCRIPTION EXISTING PROPOSED STORM SEWER SYSTEM Emma CONTOUR ------- DRAINAGE STRUCTURE D3 SPOT ELEVATION 087.42 087.42 LOT GRADING EXIST. PROP. DRAINAGE DIVIDE ------- DRAINAGE AREA 2.136 AC. DIRECTION OF SURFACE FLOW MW c Ilk NG It FUTURE ♦ \ ,,' ►Q�, • / h, / •• 1 ♦�, ,♦, ,�� ,,= 6Q WESMERE VILLAGE 11 ', ' \ / NO I� \ ��, DL', ; / 2.00Ac. `♦`/ � ,i`'ij/ \ A • ,16 I� , • .. ', r� 0�� SILT FENCE FABRIC HAY BALE W/S'TAKE EXIST/NG -� GROUND IE7Ai \IP73 `, ` `� \• � '� � • , , � �,' / / : l 1216.3 I - ,z N o NN D3 ' / / FJ27A r' �� 2 • ��'��h'\ ' p �,� IN /' /17! FFJZT •® s3 -_ - i24� 2 /NG 7 ING /may. NG \ r,' , '�`- ��• , 2 _J272 pp 124B4 �t� `Zh • ,.' / , / /fig• 1 /j / \\ \ \. rimSILT FENC POSTS FLOW) \ A 26 5 •, s z .'gym" ,, /� /' �`��/ i — \\�, . /� L�FJ 7 `, fir• � /.�ti, �� //� / // /• A FLOW D/REMON / \ ,NGp I Ft ./27.7 N FDOr APPROVED TEMPORARY SILT FEAW PRE -,ASSEMBLED /N I00' ROLLS Ur/UZING P X P X -' WOODEN POSTS a 8' C/C MAX.w/3" AF WOVEN q GEM EXTILE MATERIAL NEEr/NCS THE REOU/REMERITS OF SEM 9654o NG SIM/LAR 9r EGUAL TD THAT SUPAL/ED BY FIFEP/PE CMOIF TAMPA FLA. FFJ27J NOTES. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLDWSP I. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAMP DUNNGP PROLOAGEO RAINFALL. ANY REWIRED REPAIRS SHALL BE MADE IMMEDIATELY, E StiCIULD THE FABRIC DECO UPOSE OR BECO E' INEFFECTNE PROR TO THE END OF /TS US&lr SHALL SE REPLACED PROUPTLY. 3SED►MENT L7EP0S/rS SHALL BE REMWED AFTER EACH STORM EVENT. 4AM' SEDIMENT DEPOSITS LEFT /N MACE AFTER THE S/1T FENCE IS NO LaVVER REQUIRED SHALL BE DAESSED TO CONFOW WITH THE FINISHED GRAMP'REPARED AND SEEDER TYPICAL SILT FENCE DETAIL NX.& P043 NOTE: USE PLAT FOR ALL CONSTRUCTION LAYOUT WORK. rir �h/// / / The Contractor hereby certifies to the OWNER that Improvements covered by thrs drawing and the related data!/s have been constructed as Indicated or as mod/fled by the notes and graphlos shown. Absent a note Or grOPMC to the contrary. the Improvements have been constructed meet/ng Industry " standard tolerances Signed: D&3. Authortzed Contractor's Repr'esentative FIELD. BSA CITY OF OCOEE FLORIDA CADD BYr KAerms eton a & ssociates LOT & BLOCK OCK GRAD1 NG PLAN CHECKED BYr RM INCORPORATED' VILLAGE 12 7-8-94 KX ADDED FEMA BOLWARY DESIGNED BYr KA CONSULTING ENGINEERING z PLANNING r LAND SURVEYING,. OAKBROOK DATE BY DESCRIPTION 520 SOUTH MAGNOLIA AVENUE :ORLANDO, FLORIDA WESMERE VILLAGES /2 & /3 REVISION SCALE. (407) 843-5120 6 DATE MARCH 1994 JOB NO. AVH6 SHEET 5 OF 12 ---CADE AVHGCGP.OD; —EXIST. MITIGATION AREA (TO REMAIN UNDISTURBED) 100 YR. FLOOD EL 121.0 m CONSERVATION r AREA EXIST. MITIGATION AREA (TO REMAIN UNDISTURBED) (SLOPE J./ TO MATCH EX:\GRADE) l00 YR. FLOOD EL /2/0 CONSERVATION AREA (TRACT 'C')'" <f (TO REMAIN UNDISTURBED) % FEMA /00 YR. FLOOD BOUNDARY \% EXIST. EXIST. MITIGATION AREA (TO REMAIN UNDISTURBED) NOTE: USE PLAT FOR ALL CONSTRUCTION LAYOUT WORK. 000� � 2 .0 \\ r � .2�.5 124.o 124.5 12 F.FJ26.8 S �rn r UTIL _ESMT_- ' �c r r� F.F.127.5 rrn r� y G W ESMERE AT OCOEE UNIT ONE EXIST. RETENTION POND 50 TOP EL. 125.0 / BOTTOM EL. 110.0 D.N.W. EL 122.0 D20 /0 YR/24 HR D.H.W. EL. 123.8 C25 YR/24 HR D.H.W. EL. 124.0 l00 YR/24 HR D.H.W. EL. 124.6 \ BOA 120.0 r /�_ Waft waft r 2 EMERY SHEET No.5 SEE I 15 � v ------------2 5- Q Q� NOTES CONTRACTOR IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, ETC. TO THE CONSERVATION AREA AND ESPECIALLY THE MITIGATION AREAS. THESE SHALL. BE ROPED OFF SO AS TO ELIMINATE ANY PROXIMITY OF DISTURBANCE. SILT FENCE TO BE CONSTRUCTED AROUND PERIMETER OF PROJECT SITE AND UPSTREAM OF EL 12/D ALONG CONSERVATION AREA PRIOR TO SITE WORK. LEGEND DESCRIPTION EXISTING PROPOSED STORM SEWER SYSTEM CONTOUR --------- DRAINAGE STRUCTURE D3 SPOT EL I/ATION .67.42 .87.42 PROP. LOT GRADING DRAINAGE DIVIDE ------ DRAINAGE --------- DRAINAGE AREA Qa_Ac- DIRECTION OF SURFACE FLOW A A z } r t ! —----------- - —--------- -r— -- RIW UNE --1 RIW LINE-\ ,3 - LOT NUMBER TYPE OF GRADING DIRECTION OF SURFACE FLOW FINISHED FLOOR ELEV. r TYPICAL CAL LOT LAYOUT � NTS SILT FENCE FABRIC HAY BALE W/STAKE___� EXIST,'NG GROUND - -SILT FENCE POST /INCLINE POSTS 07TOWARDS FLOW) FINN✓ DIRECTION FDOT APPROVED TEMPORARY SILT FENCE PRE ASSEMBLED IN KXrROLLS UTILIZING e X e X 4' WOODEN POSTS a Br C/C MAX. w/3' OF WOVEN GEOTEXTYLE MATERIAL MEETING THE REQUIREMENTS OF SEC.9555- SIMILAR do EQUAL TO THAT SUPPLIED BY FIFEPIPE CO.OF TAMPA FLA NOTES: CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOILOWSr (.SILT FENCES SHAM. BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. E SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITS USE.IT SHALL BE REPLACED PROMPTLY. JSEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORP EVENT. 4AVY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE. PREPARED AND SEEDED TYPICAL SILT FENCE DETAIL N.T.S. FIGI.0 The Contractor hereby certtfles to the OWNER that Improvements covered by tlYs drowIng and the related details have been constructed as Indicated or as modifled by the notes and graphics stvwn. Absent a nate or grophlc to the contrary. the Improvements have boon constructed meo'ting inJustry standard tolerances. Signed: Date: Authorized Contractor's Representat/ve . v S f SHEET 6 OF 12 CADS AViA6CGP.00 wl n r, j ti U'r ZA 1 1Z7 EXIST. RETENTION s/ U M11. I -NU ZiLW run —_--- W/CONC. SPLASH PAD S6 I94'-8' PVC 0 0.307. STA /6+55.00. CIL POND 50 /NV. 118.00 STA /8+50.00, CIL I I I I I STD. SAN. MH. STD. SAN. MH. '12012 . l8 `, � �i------, r ! / 204'-8" PVC 0 Q.30% r o 22 126 5-------- --------- SIR - - - - — - — r - _... - STA 14+50.00. CIL oe `25 D/5 _ .• - - - - - - - - - - _ 1 2s. l6 STD. SAN. MH STA /9+67J6, 165' RT. �,, - �, .• - - _ _ _ TYPE 'P-4' INLET 15." 230'-24" RCP QJ5% /As PVC 0.30% - tip S� P 289'-8" t� EX. SAN. MH. lT7 -36 RCP @ 0.45% • - ' ZA2a - - - - - - - - _ - 14 STA I 24 �P,2a s Q11+60-50. CIL �, •0 � . N STA 21-95.09, /6 dOp RT. N , X25, - ---�26 ,Z9 �'•`, Q l3 Oq-Fj- TYPE "J-77 MH. \� - - . • Dl4 32 ' . ,g \- ; CSU 8 �' `� y'- -ls+z7ss,lss' LT. STD. FIRE HYD. W/ / \, , _ 26 28 TYPE 'P� INLET GATE VALVE ASSY. - - - _ - - 6' G.V. 3D6 .* •�� - Sl' -l8" RCP 0.2//. 33 3 L : - ° I 2 -� CbJ---- -�=�' .�27 I285LF-6' PVC WATER MAIN �'�..g � 6"X6" CROSS V - - - :'� �'� <- 350'-8' PVC V 0.307. �� 34 � ryP - �2 a`�' ; 4-6' G.V.'s �2i STD. FIRE HYD. W/ - 2 (9*- GATE VALVE ASSY. 35 6p G.V. Q Do S5 N\ W - - ` W 2s36_ STA 22+00.00. CIL G) k _ , STD. SAN. MH. _ NSA •z�� 97-30' RCP 92 OJ6% Q? � � � '' 9I'-8" PVC a 0.30/. EMORY OAK CIRCLE -M 3 19 N ` , ' S4 STA 22+9224, CIL STD. SAN. MH. - - 6'X6" TEE 3-6" G.V.'s PJ. EQUATION STA 2J+0024 (EMORY OAK CIRCLE) - STA 63*7753 (BLACKJACK OAK COURT) PJ. EQUATION STA //•55.00 (EMORY OAK CIRCLE) - STA 50.00.00 (POST OAK COURT) EX. ST. MH STA 39.05. 25' RTk '/ /. llEx EX. SAN. MH CD` lSTA 39.30.41. CIL 48 a i' J2 ip 5 Rpp F NOTE. RELOC. EXIST. ;� �� SHADING SHOWS EXIST. PVMT. S O FIRE HYDRANT & CURBING TO BE REMOVED. Cho CAC FX REMOVE EX. 6' PLUG & II II l , • CONN. INTO EX. 6' PVC W.M. ; 1'� IIS III �I b I Il T 111 �l QZ PJ. EQUATION I 11 �. Ill I �\ � 30.4�C/PVAIT. WESMERE PARKWAY) lu��il ,� PVMT. TRANS. SECTION PVMT. TRANS. SECTION �� U) LO L JM 4-)� dMU) N Ln l351,35 d W o N GROUND '� � � FEXISTING PROF. CIL ROFIL.E l30 I 130 SOP D/3 125.42 D16 D15 S TOP /2492 ST 2 SOP / 8/ EX. SAN. 01. EX. Sr. MH. 4 EX. SAN. H. TO►P TOP 125 TOP 125.2 125)9 126.1 TOP 125. �5 DOP D14 ADJUST TO 12495 TOP 125 I I 12 36 /2456 -- TOP /2456 — _— — _ -- _-0_.4_6y._ -0.4fi% — — — — — — — — — — — — —. — •0.30% ---- -0.69% /25 i70P 12524 -_ X030% --- -- — ---- — —_ --- ---- „ � I it „ 120 !a' RCP i ► 1 Ex. 48" „ ' ' I ' ' I I I CP" 120RCP O' RCP ; I 24' RCP —� INV. 20.4/ i l INV. 11920 INV. I/9 5 INV. 119.90 I - PVC 8' INV. 118.8)(36*) PVC INV. 120.30affv II ( EX.INV. 118.2 i I //5 I a' c► //5 INV. 116.48(N) ,INV.119-36 /NV. ll6JlNS/) "INV.114 81)9 00,C i TO CO�NNNV. l .0OIEH I I I. 1/6381S) INV. 1%6.01 E) 1 _ _ _ _ _ Ex: ' — — — — /NV. //4.86 ) INV. 1142B(N) INV' /1357 ) Pv _ — — — _ — — — 1 Ex.—a^ Pvc D INV. 114281 ) CONN. TO X. MH. O(N) CONN. T EX. MH. — — —I A Ho INV. 113.47(E) INV. // //Oa 8 INV. 114.50(W) V i EX. MV. 112.61F� EX. INV. 111. I Z) W k LQ 33 23 12 210 19 1 The Contractor hereby cert/fles to the OWNER that Improvements covered by this drawing and the related detalls have been constructed as Indicated or as modified by the notes and graphres shown. Absent a nate or graph1c to the contrary, the Improvements have been constructed meeting Industry standard tolerances. Signed: Date: Authorized Contractor's Representative NOTE: USE PLAT FOR ALL CONSTRUCTION LAYOUT WORK. CADE AVH6CPP.0()1 Vc 9 • \ l \ \ eor EXIST. RETENTION DlO \ \ POND 50 _� \ STD. MIT. END SECTION W/CONC. SPLASH PAD p \ INV. 1/6.00 _ / !2s 0 D9 9 cul l SIA 45+6998, 59.06' RT. l l TYPE 'J-•4' INLET STD. 2" BLOW -OFF VALVE l 149'-42" RCP 82 0.07% h l l l82'-48" RCP OJl% 104'-8" PVC 0 1.00% _S/6 - - - -/- STA. 47.20.00. CIL •- STD. SAN. MH.° �' l0 ;' � ,�`4 `� , 187LF-4' PVC WATER UNE STA 47*25.00. 165' RT. `r�r_ �� • 7 TYPE 'J-3' INLETs' I � k,o 229'-36' RCP 2 y a, 12398 \ ' PJ. EQUATION _ _ /•� S/5 STA 50*00.00 (POST OAK COURT) ; 49.571X0. 165' RT. // �/ �, 25 �;� 95 % STA 46+1527. 20' RT. STA it+55.00 I'EMORY OAK CIRCLE) TYPE 'J,4' INLET12 NO- p��/ 1 , - �� 6 STD. SAN. MH. v�/ '3 / -'/ 123yz • C I �C ' - �,,' - Zk)6 ,,x+� �•,2 X25 -R SG V t ' �j -/- k 9 •• TYP. p S E EY 0 `- �s MSR ` ,-Y-' - -- 49 88'-36" RCP 6'X6" TEE Q 0.08% . , \ _ , � .Z • -, � �� 6" G.V. �� 6'X4' REDUCER i ' _ , _ 4 W \ 4 G.V. REMOVE EX. 6' PLUG & i ,� CONN. INTO EX. 6' PVC W.M. 50 3 _-_ �w • 2 D STD. FIRE HYD. W/ !' to ` ; 1 D4 N \ / GATE VALVE ASSY. 5 - -- AI W `197LF-6' PVC WATER MAIN 4-9-57-00, l65' LT. 279'- EX. SA8" PVC 92 0.30/. N. /�lH. STA 4 I \ TYPE 'P-4' INLET STa a*solo, c`358LF-6" PVC WATER MAIN /L�� '33'-18NRCP 92 0.21 % 10' LANDSCAPE/WALL ESMT✓OPEN SPACE 0 RELOCATED -- EX. FJ -f. PV MT. TRANS. POST OAK COURT - � SECT/ON ET ROt� - EXIST. RETENTION SE Y SHF -OAK CI POND 50 MOR ��'�� 36 S� D20 STD. MIT. END SECTION `` -.�D x W/CONC. SPLASH PAD ' `�' ' ' ' •+ - rn u, I INV. 117.00�' _ n S �, 125p3 _ _ Z \JV REMOVE EX. 6" PLUG & ;� 1 w I ° - �� , ,25 _ CONN. INTO EX. 6' PVC W.M. � �i EX. ST. MH. 1 _ _ M /2 TOP 5 5 6 G.V . P INV. l/7.4 I � G / y UD /W. 118.8 I 5k R 7 �_ P 'ESMT �k. - - 5 - % / �� - - ,z Q Ln is to m � ��• _ EX.IS'_,_ UTIL. ____------ \ �� 35 �l , S' / /moi �•.9� '�O • V d -(�- X. 54• RCP _ EX. CONC. ENDWALL - � N N N E - TOP 125.0 ' ' " 1 > ` ` /NV. !18.5 , r N -_ _-, e -9 - - - - - - - ,'," �� r', '!�' /' D/J TIUTI15 I!b(T' I STA 63;50.00. 20' RT. / 19 1D TYPE 'P-77 MH. RCP 0.207. S/3434, sra 70.20.00, CIL % ; % 9 ,' W I 1 30 3/ 32 W 1 1 STA 67*82.07. Is.5' RT. STD. SAN. MH. W I I TYPE 'P-4' INLET /' - / PJ. EQUATION �' , / fie STA 63+7753 (BLACKJACK OAK COURT) ' '' I I I I / - STA 23+0024 (EMORY OAK CIRCLE) CONSERVATION ,, �I I a I I 33 ,' "�,1I 't - 20 ' AREA - - - - - - - - 268'-8' PVC 0.30% bl I (TRACT 'C) N' ', `° b _ ; 894LF-6' PVC WATER MAIN 5' S/W �y L -r ----- - •' 3 2434/'24.52 ' 69 r LP123.-V 68 /23 9 - - y - , d- i t 66A 1429 +nvt ► , ww r . /23 9 23.72 - - - - - STD. IRE HYD. W/ F N_ -------- --GAtE ALVE ASSY. 12�79't N� `` - 77-- ----r- - - 29 --------------- ----- - -- STA 66+45.00. CIL 16, ---------- -- ----- -- - STD. SAN. MH. ------------------------------------ I N, 23 f /OX -8' PVC a 0.30'. - 25 24 SZ -y 28 27 26 s STA 67+50.00. CIL STD. SAN. MH. 250'-8' PVC 0 0.62% STA s8+oo5i. Is5' LT. 38 -24 RCP � OJ5/. STD. FIRE HYD. W/ TYPE 'P,4' INLET 20'-8" DIP 0.62% ©GATE VALVE ASSY. EXIST. MITIGATION AREA QLHI./\JHI.A V/ -1A (.VUlTI j BSA 4 KA CHECKED 1 i i Q 1'= 50' HORZ. SCALEa 89.6 CUL-DE SAC 6695 CUL-DE- AC I N �N ti S CT10N . '� cq •� SE TIO ON �N �"� In ZZ 0)TRANS. cc�� i dJ �rn �� N N �•J c�N i. -I. dN a �t• c� �*LU � �N � a+ W W vC� - LU I IW o dZ� v►nNW U1LgIn i I o�N dN 135 I W /03 3 PROR. CIL P OFILE d -r�W j -EXISTING! GROUN EXISTING GROUND PROP. CIL PRO lLE Q.130 - S16 TOP 1,24.45 Dl Dl - T /24.06 /SJ S4 l3 EX. SAN. YH. I I OP 125.42 TOP 125 TOP 125.2' ADJUST TO /2495 D6. D7 --i_._ I DB ---- Sly TOP ! T P !23.97 Sl TO 124.85 Top,/24.06 SZ TOP l 4.09 TOP 124 45 9 LAS. Dfi i TOP 124.40 TOP !246/ .07 N_ - --- - -- --- -- - ---- -- - M0.32% - 12Jr 125 SOP 12457 � - - - -- - -- ---- � -1 i l t/.L- i -_ - --- � - ---- - - ----- --- -- -- TO E ACK S BGRADEIW _ - - - 07. IF I 161 RCP ! i 30' RCP 120 I 120 1 24' RCP `l 36' i RCP ' PVC INV. 2033 II j 1 C INV. 119.5505)1 8" PVC ' 42' RCP RCP INV. Il9 24'1 BW Pvt INV. !/9.36 1119-9504)I IMV. �l19 !NV ''i19.9005) i INV. 120�321D61 I NV. )18.5013) 7�- � DIP /NV. 1/77 /NV. /(T.6 N1 SI 115 /NV. 898 e PVC ; i /NV. 120251D7) INV. 118.68t' ; INV. 1670 l . 1�941N)\jW. INV 1/ 11620 INV. l 34124'1 l 1!739136'1 INV. lJ7 /NV. lI7 81N1 (S) /NV INV 116.481N1 Ljj V. 1Tl.84(S) INV 118.75105) I I l .'116-38(E) i CONN. TO X. MH. - i CON. /NV. 0 EX. MH. /17.=E) I a INV. 114.50W) J //0 //0 EX. INV. I CONN. TO EX. MND I 112.601N1 II i i I o � W j I � I I I 4 I I I 0 49.4� The Contractor hereby certifies to the OWNER that Impra✓ements covered by this drawing and the related details have been constructed as Indicated or as modified by the notes and graphlcs shown. Absent a note or graphic to the contrary, the Improvements have been constructed meeting Industry standard tolerances. Signed: Date: Authorizad Contractor's Rapres�ntativa NOTE: USE PLAT rOR ALL CONSTRUCTION LAYOUT WORK. B-24-94 DMS INCREASED PIPE SIZE FROM D19 TO D20 8-10-94 DMS RELOCATED F.H.'s PER CITY OF OCOEE DATE BY DESCRIPTION REVISION FIELDa BSA CADD BYa KA CHECKED BYa RM DESIGNED BY: KA 1'= 50' HORZ. SCALEa I -5 VERT. i 8� asso�ate� INCORPORATED CONSULTING ENGINEERING a PLANNING : LAND SURVEYIN 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 3 1 (407) 843-5120 CITY OF OCOEE FLORIDA PLAN & PROFILE POST OAK COURT - VILLAGE 13 BLACKJACK OAK COURT - VILLAGE 12 OAKBROOK WESMERE VILLAGES 12 & 13 DATE a MARCH 1994 JOB NO. AVH6 SHEET 8 OF 12 CADS" AVHE,CPP:00;' v LF) CADE AVFK')CPPI.00 i O 2a Z NO PARK/NG ON PVMT. / O � i us 50'Rpt' R 1 1 — ------------ 1 1 I I —-------- •. ,/ \ the �W NO b J PARKING ON PVMT. BLACKJACK OAK COURT 50' CUL-DE-SAC DETAIL (APPROVED LAND USE PLAN WAIVER) A-®-, vI _IYr 1{ C_" CURB & GUTTER VIEW TION 4' CONC. SIDEWALK ' + %2' 6EXP. JOINT SECTION A -A _ c ExcErp-rr -tai- — --- 6' TYP. RAMP FLOOR ' AND SIDES STANDARD 2' CURB &GUTTER %2' EXP. JOINT (REMOVE & REPLACE) NOTES: h ENT/RE EX/ST/NG CURBING SHALL BE REMOVED & REPLACED. 2. LOW CURB & TRANSITION MAY BE FORMED AT THE OF CURB CONSTRUCTION. 3. CONSTRUCT WITH CLASS A (3000PSO CONCRETE. WHEELCHAIR RAMP NO PARK/NG ON PVMT. POST OAK COURT 55' CUL-DE-SAC DETAIL CIL CUL-DE-SAC I I 55' R/W 45' 2' 4' 4' SLOPE VAR/ES 4' CONK. S/W F)pWvMTT. O MIAMI CURB (TYPE 'B') SECTION "A—A" • �� i' i Mswsa KAY STD. CURB & GUTTER & GUTTER BACK OF CURB TOP OF CURB M FLAW UNE PAVEMENT SURFACE EDGE OF PAVEMENT FLAW UNE MIAMI CURB PIM ?'TRANSITION STD.CURB CHECKED BYa RSI & GUTTER DESIGNED By, KA TOP OF CURB SCALES, NTS PAVEMENT SURFACE FLAW UNE PVMT. EDGE- Aq,44iCURB BACs CURB ER �N STD. CURB TO MIAMI CURB TRANSITION The Contractor hereby certifles to the OWNER that Improvements covered by this drawing and the related details have been constructed as Indicated oras m)dlfled by the notes and graphIcs Shawn: Absent a note or graptYc to the oontrary. the Improvements have been constructed meeting Industry standard toleranow. Signed: Date: AUthorlZed Contractor's Representative DATE STANDARD CURB & GUTTER DETAIL YTYPE 'A') 4' -on O" V4 ° °Z NOTES: I. CONCRETE SHALL BE 3000 PSI. P—SIDEWALK SHALL BE 6THICK AT ALL DRIVEWAYS. SIDEWALK DETAIL MIAMI CURB I WI J�! 7' TYP. TRANSITION FROM (� TYPE 'A' CURB & GUTTER TO MIAMI CURB & GUTTER Q O. rz OI W! I TYPE 'A' CURB & GUTTER rfYP.1 ----------- WE•SMERE---�----PARKWAY---------- HANDI CAPPED RAMP AND CURB TRANSITION AT INTERIOR INTERSECTIONS BY ' DESCRIPTION REVISION —MIAMI—CURB DETAIL (TyPE 'Be) 10' SIDEWALK/UTILITY EASEMENTS 40' R/W I L 20' I 20' 5' 4' lO' ll' I //' g► r4' S.-49 i i PROFILE ,/� GRADE �4 �/4_/2N/FT `— 4' CONC. S/W (TYP.) MIAMI CURS (BY OTHERS) & GUTTER rTYPJ P A.CS.C. TYPE S-3 4'X6• STABILIZATION 6' SOIL CEMENT BASE COURSE TO F.B.V. 50 PSJ. (fYPJ l2' COMPACTED SUBBASE TO 957. MAX. DENSITY. AAS/-fl'O T-/80 BLACKJACK OAK COURT 50' R/W L 25' f0' /t' I 11' lO' 4' 1 1 G I 1 PROFILE 4'/FT I GRADE , Lj= FT 2 1FT �— 4' CONC. S/W rTYPJ MIAMI CURB (BY OTHERS) & GUTTER (TYP.) 7/PA.C.S.C. TYPE S-3 4'X6' STABILIZATION 6SOIL CEMENT BASE COURSE TO F.B.V. 50 PSJ. (TYPJ 12' COMPACTED SUBBASE TO 957. MAX. DENSITY. AASHTO T-180 EMORY OAK CIRCLE (WEST OF POST OAK COURT) POST OAK COURT �-- 50' R/W 1 �2y I 25' 1 1 � 1 1 ( 1 ' 1 PROFILE lldIFT � I GRADE � /4 /FT `— 4' CONC. S/W rfYPJ MIAMI CURB (BY OTHERS) & GUTTER rTYPJ LP A.C.S.C. TYPE S-3 4'X6' STAB/UZATION 6' SOIL CEMENT BASE COURSE TO F.B.V. 50 PSJ. rTYPJ 12' COMPACTED SUBBASE TO 95% MAX. DENSITY, AASHTO T-180 EMORY OAK CIRCLE (BETWEEN WESMERE PARKWAY AND POST OAK COURT) TYPICAL PAVEMENT SECTIONS Bowyer—singleton & associates INCORPORATED CONSULTING ENGINEERING a PLANNING a LAND SUR% 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA (407) 843-5120 FIELDI CADD BYa KA CHECKED BYa RSI DESIGNED By, KA SCALES, NTS —MIAMI—CURB DETAIL (TyPE 'Be) 10' SIDEWALK/UTILITY EASEMENTS 40' R/W I L 20' I 20' 5' 4' lO' ll' I //' g► r4' S.-49 i i PROFILE ,/� GRADE �4 �/4_/2N/FT `— 4' CONC. S/W (TYP.) MIAMI CURS (BY OTHERS) & GUTTER rTYPJ P A.CS.C. TYPE S-3 4'X6• STABILIZATION 6' SOIL CEMENT BASE COURSE TO F.B.V. 50 PSJ. (fYPJ l2' COMPACTED SUBBASE TO 957. MAX. DENSITY. AAS/-fl'O T-/80 BLACKJACK OAK COURT 50' R/W L 25' f0' /t' I 11' lO' 4' 1 1 G I 1 PROFILE 4'/FT I GRADE , Lj= FT 2 1FT �— 4' CONC. S/W rTYPJ MIAMI CURB (BY OTHERS) & GUTTER (TYP.) 7/PA.C.S.C. TYPE S-3 4'X6' STABILIZATION 6SOIL CEMENT BASE COURSE TO F.B.V. 50 PSJ. (TYPJ 12' COMPACTED SUBBASE TO 957. MAX. DENSITY. AASHTO T-180 EMORY OAK CIRCLE (WEST OF POST OAK COURT) POST OAK COURT �-- 50' R/W 1 �2y I 25' 1 1 � 1 1 ( 1 ' 1 PROFILE lldIFT � I GRADE � /4 /FT `— 4' CONC. S/W rfYPJ MIAMI CURB (BY OTHERS) & GUTTER rTYPJ LP A.C.S.C. TYPE S-3 4'X6' STAB/UZATION 6' SOIL CEMENT BASE COURSE TO F.B.V. 50 PSJ. rTYPJ 12' COMPACTED SUBBASE TO 95% MAX. DENSITY, AASHTO T-180 EMORY OAK CIRCLE (BETWEEN WESMERE PARKWAY AND POST OAK COURT) TYPICAL PAVEMENT SECTIONS Bowyer—singleton & associates INCORPORATED CONSULTING ENGINEERING a PLANNING a LAND SUR% 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA (407) 843-5120 SET TOP OF VALVE BOX TO FINISHED GRADE - FINISHED GRADE ..... SEE NOTE 2- M.J. -M.J. PLUG VALVE WASTEWATER FORCE MAIN - 1 6'BEDDING ROCK I NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 2. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL (F IG.203) The Contractor _ UNDISTURBED SOIL (TYP.) --"� EDGE OF TRENCH (TYP.) AREA FOR P) lir ^DEA FOD E CROSS W/PLUG WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP. CONCRETE THRUST BLOCK (TYP.) 012 CROSS W/ TWO PLUGS 1 TEE TEE W/PLUG AREA FOR 45° BEND WOOD BLOCKING (TYP.) AREA FOR PLUG AREA FOR TEE EDGE OF AREA FOR PLUG TRENCH 1 � (TYP.) F 0 FSET (AS REO'D) TEE W/ EDGE OF CROSSCUT BENDS WYE END PLUG UNDISTURBED SOIL (TYP.) NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST TRENCH WIDTH = UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN N ¢ DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST -•- _ _ TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. THRUT FITTING-""""" ITTING AREAS B O K FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM MIN. (8 MIL.)PRIOR TO PLACING CONCRETE THRUST BLOCK. CONCRETE 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF TYPICAL SECTION THRUST BLOCK THRUST BLOCKS,AS REQUIRED. SCHEDULE FOR THRUST BLOCK AREAS • PIPE SIZE (INCHES) 90 BEND (SO FT)(SO 45 BEND FT)(SO 22-i/2 BEND FT) 11 -1 /4 BEND (SO (SOFT) TEE 8DESIGN PLUG (SO FT) PRESS (PSI) 4 2.0 1.0 0.7 0.5 2.0 150 6 4.0 2.3 1.2 0.6 4.0 150 8 1 7.0 3.8 2.0 1.0 1 7.0 150 10 10.2 5.6 2.9 1.5 10.2 150 12 14.6 8.0 4.0 2.1 14.6 150 i • 1, ti•:°,.a4•aaN.;a�............. : :a•':•:a �•.p .a•.ti..a•.p .��.a�.�.�.�:�.�P:a:: p..a. a•.a• NOTE, THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SO. FT. SOIL RESTRAINT (1.500 MIN) BEARING. SEE NOTE 5 • TO BE COMPLETED BY ENGINEER. here certifies to the OWNER that Improvements covered by Ws drawing and he related detalls have been constructed as Indicated or as modified by the nodes and graph►cs shown. Absent a note or graphic to the contrary, the Improvements hwe been constructed mseting Industry standard tolerances Signed: Datee: Authorized Contractor's RepresentafIve 4. THRUST BLOCKS SHALL BE USED IN COMBINATION,AS REQUIRED,TO SUITE THE SPECIFIC FITTING ARRANGEMENT. 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. THRUST BLOCK DETAIL (FIG. 103) CROWN TRENCH IN UNIMPROVED AREAS (3' MIN.) (SEE NOTE 8) COMMON FILL-/ PIPE O.D. /, v 12' (TYP.) SELECT Z 11-ZI / / COMMON o UNDISTURBED ,`' - _ - _ / FILL w EARTH / 0- w (SEE NOTE 3) z NOTES:'1 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COM°ACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (+):15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX. FOR PIPE DIAMETER 24' ANO LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERJING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL (FIG. IM CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES 0 MIN.) (SEE TYPE 3 W/ SIZE OF PIPE BEDDING AND TRENCIING DETAIL FOR OTHER RESTORATION.) FINISHED t V J Y /. YN m o x = Z SEE NOTE 4 /� /� z: N COMMON FILL • PIPE O.D. 1 / N I 12' (TYP.) / SELECT LO COMMON , SELECT COMMON I `� FILL m o,, z FILL / - BEDDING ROCK a w CL Ln PIPE BEDDING (SEE NOTE 8 & 9) UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. 4. (•):15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX. FOR PIPE DIAMETER 24'AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. G. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDOING.IF REQUIRED BY THE COUNTY. BEDDING DEPTH SHALL BE 4'MINIMUM FOR PIPE DIAMETER LESS THAN 15', AND 6' MINIMUM FOR PIPE DIAMETER 16' ANO LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL FIG. 1011 DATE BY DESCRIPTION REVISION a= X N ( • t NOTES: 1. ABOVE DETAIL IS BASED ON 2'COMBINATION AIR/VACUUM RELEASE VALVE.CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES.VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE COUNTY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL RAISED 1-1/2' LETTERS FLUSH WITH TOP OF CI (FIG. 109) SANITARY = 6 �FL0RIDP� i� 1„ 24-1/- 3/8' - h- 4-3/4' MIN. CONCRET ELEVATION 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2' MIN. STANDARD MANHOLE FRAME AND COVER (FIG. 2021 TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS T MANHOLE FRAME & COVER � 1 1• •1 •1 / ••1 1 OR FORCE MAIN _cI' MAXX. i PAVED AREAS & AT �� •1 RW UNPAVED AREAS. • 1 1 1 � •1 1 • i'-6' MIN. 1 1• 1• 1' '1 U) I 1 1 • a�lrre_ �� 2'-0'Er i • 1, ti•:°,.a4•aaN.;a�............. : :a•':•:a �•.p .a•.ti..a•.p .��.a�.�.�.�:�.�P:a:: p..a. a•.a• 11 •1 EPDXY COAL TAR COATINGS •1 1• 1 CD it NOTES: 1. ABOVE DETAIL IS BASED ON 2'COMBINATION AIR/VACUUM RELEASE VALVE.CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES.VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE COUNTY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL RAISED 1-1/2' LETTERS FLUSH WITH TOP OF CI (FIG. 109) SANITARY = 6 �FL0RIDP� i� 1„ 24-1/- 3/8' - h- 4-3/4' MIN. CONCRET ELEVATION 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2' MIN. STANDARD MANHOLE FRAME AND COVER (FIG. 2021 TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8'THRU 24', SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE PLAN AND SECTION CADO BYI KA CHECKED BY: RM DESIGNED BY: KA SCALE. NTS PRECAST TEE MANHOLE , WALL INFLUENT SEWER (SEE NOTE 3) • CONCRETE ENCASEMENT • 6• OF VERTICAL PIPE DROP PIPE INLET CONNECTION lSEE NOTE 11 AS REQUIRED 90° BEND f�-2' O • PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST--,,, MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER 7ilCONNECTOR NLESS STEEL CLAMP LIENT STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24'DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. er-s eton associates INCORPORATED CONSULTING ENGINEERING : PLANNING : LAND SURVEYIN 520 SOUTH MAGNOLIA 'kVENUE : ORLANDO. FLORIDA (4 07) 843-5120 (FIG201) VARIES VARIES w _ LOT LINE _ WYE WITH Z 1^ 6' BRANCH -SEWER MAIN ' w w SIZE VARIES 1 a CLEAN-OUT w� 16'45° 1Cr o ' BEND WYE WITH (TYP.) Z - WYE i SEE NOTE I CLEAN-OUT REMOVABLE 6'45 ° WYE WITH SEE NOTE 1 1 PLUG BEND G' BRANCH LOT JI 1 LINE 3) DOUBLE �) WYE PLAN 1 FINISHED GRADE SLOPE TO a TERMINAL 3 DEPTH ATfr Or_ 1 1.0% MIN. (TYP.) ROTATE ;i-SSPRING LINE TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) 1 SEWER MAIN HOUSE SERVICE (3' MINJ(TYP.) SINGLE 1 DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER 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. SERVICE LATERAL DETAIL (FIG204) METALLIC LOCATING WI T MANHOLE FRAME & COVER FINISHED GRADE o I' MAX. (SEE STANDARD DETAIL) PVC WATER MAIN SET COVERS FLUSH IN OR FORCE MAIN _cI' MAXX. METALLIC LOCATING WIRE PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) i'-6' MIN. U) 4 COURSES (MAX.) 3'-0' MAX. 5' 2'-0'Er > INSIDE MAL OUTSIDE WALL EPDXY COAL TAR COATINGS (n CD JOINTRIMED SURFACES PER SPECIFICATIONS 4'-0' 5' MIN. PRE -PRIMED PRE -MOLDED JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE BENCHING PER SPECIFICATION ' D m ,I `i. TO it E REMOVED) REINFORCEMENT AND JOIN 6.> MIN. SQUEEZE -OUT DETAIL TO BE DESIGNED BY THE ENGINEER AND _. COMPLETED JOINT WITH + 8" MIN. SQUEEZE -OUT APPROVED BY THE COUNTY. 9' 9.[_�9' �_T BEDDING ROCK I -2' MIN. CAST -IN-PLACE i I PRECAST MONOLITHIC CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8'THRU 24', SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE PLAN AND SECTION CADO BYI KA CHECKED BY: RM DESIGNED BY: KA SCALE. NTS PRECAST TEE MANHOLE , WALL INFLUENT SEWER (SEE NOTE 3) • CONCRETE ENCASEMENT • 6• OF VERTICAL PIPE DROP PIPE INLET CONNECTION lSEE NOTE 11 AS REQUIRED 90° BEND f�-2' O • PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST--,,, MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER 7ilCONNECTOR NLESS STEEL CLAMP LIENT STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24'DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. er-s eton associates INCORPORATED CONSULTING ENGINEERING : PLANNING : LAND SURVEYIN 520 SOUTH MAGNOLIA 'kVENUE : ORLANDO. FLORIDA (4 07) 843-5120 (FIG201) VARIES VARIES w _ LOT LINE _ WYE WITH Z 1^ 6' BRANCH -SEWER MAIN ' w w SIZE VARIES 1 a CLEAN-OUT w� 16'45° 1Cr o ' BEND WYE WITH (TYP.) Z - WYE i SEE NOTE I CLEAN-OUT REMOVABLE 6'45 ° WYE WITH SEE NOTE 1 1 PLUG BEND G' BRANCH LOT JI 1 LINE 3) DOUBLE �) WYE PLAN 1 FINISHED GRADE SLOPE TO a TERMINAL 3 DEPTH ATfr Or_ 1 1.0% MIN. (TYP.) ROTATE ;i-SSPRING LINE TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) 1 SEWER MAIN HOUSE SERVICE (3' MINJ(TYP.) SINGLE 1 DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER 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. SERVICE LATERAL DETAIL (FIG204) METALLIC LOCATING WI FINISHED GRADE o I' MAX. PVC WATER MAIN OR FORCE MAIN _cI' MAXX. METALLIC LOCATING WIRE NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL (FIG. 108) CITY OF OCOEE FLORIDA SANITARY SEWER DETAILS OAKBROOK WESMERE VILLAGES 12 & /3 i SHEET it OF 12 DATE 1 MARCH 1994 JOB NO. AVH6 _ CADE AVH6FSD.001 , P n m 0 a 0 CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES (3' MIN.) (SEE TYPE B W/ SIZE OF PIPE BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) -- SEE NOTE 4 FINISHED J_ L� N Y <r mo = z v W W COMMON FILL-�'dj�� PIPE O.D. �%% J CC v II -1/4 BEND FT) .i ADJUSTABLE •/ SEE NOTEVALVE 4 :/ 1.0 0.7 i BOX SHALL REST 1 RESILIENT • ... BEDDING' 1 i • 12' (TYP.) ON VALVE OR PIPE 0.6 4.0 AND SHALL j// 7.0 SELECT LD 1.0 4 OPERATING NUT• ( COMMON o w SELECT COMMON / - FILL m z FILL 7/ / B.0 4.0 2.1 14.6 BEDDING ROCK y � a pi PIPE BEDDING --I:/ //�/r (SEE NOTE 8 & 9) UNDISTURBED EARTH WATER MAIN NOTES: �) 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. (6' MINIMUM) 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE NOTE, THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SO. FT. SOIL RESTRAINT (1.500 MIN) BEARING. SEE NOTE 5 - TO BE COMPLETED BY ENGINEER. MAXIMUM DENSITY AS PER AASHTO T-180. 200 PSI POLYP 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED -------- --i BY THE COUNTY. ( 4. 1•):15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX. TUBING SDR9 FOR PIPE DIAMETER 24'AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE COUNTY. BEDDING DEPTH SHALL BE 4'MINIMUM FOR PIPE DIAMETER LESS THAN IT, AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. ui 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE FIELD REOUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED �t 90 BEND (SO FT)(SO CONCRETE1 • t AREAS DETAILS). -1 /2 BEND FT)(SO II -1/4 BEND FT) .i ADJUSTABLE •/ SEE NOTEVALVE 4 :/ 1.0 0.7 i BOX SHALL REST 1 RESILIENT • ... BEDDING' 1 i • • ON VALVE OR PIPE 0.6 4.0 AND SHALL WATER`.MAIN 7.0 I 1 2.0 1.0 4 OPERATING NUT• P BEDDING ROCK NOTES: 1. PVC EXTENSION'S SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CC, 400) UNDISTUP°Cn SOIL (TY EDGE OF TRENCH (TYP.) AREA FOR °' UG CROSS W/PLUG WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.)-- . CONCRETE THRUST �2 BLOCK (TYP.) OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH THRUST- - Ej� CROSS W/ TWO PLUGS \e AREA FO° TEE I ) TEE TEE W/PLUG AREA FOR 45° BEND WOOD BLOCKING (TYP.) AREA FOR PLUG AREA FOR EAREA FOR EDGE OF PLUG TRENCH (TVP.) 7yk�� TEE W/ WYE END PLUG NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. 1 1THRUST BLOCK FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM FITTING AREA (SO. FT.) MIN. (8 MIL.)PRIOR TO PLACING CONCRETE THRUST BLOCK. CONCRETE 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF TYPICAL SECTION THRUST BLOCK THRUST BLOCKS, AS REQUIRED. SCHEDULE FOR THRUST BLOCK AREAS - PIPE SIZE (INCHES) 90 BEND (SO FT)(SO 4522 BEND FT)(SO -1 /2 BEND FT)(SO II -1/4 BEND FT) TEE 9 PLUG (SO FT) DESIGN PRESS (PSI) 4 2.0 1.0 0.7 0.5 2.0 150 6 4.0 2.3 1.2 0.6 4.0 150 B 7.0 3.8 2.0 1.0 7.0 150 10 10.2 5.6 2.9 1.5 10.2 ISO 12 14.6 B.0 4.0 2.1 14.6 150 WATER MAIN �) (6' MINIMUM) NOTE, THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SO. FT. SOIL RESTRAINT (1.500 MIN) BEARING. SEE NOTE 5 - TO BE COMPLETED BY ENGINEER. HYDRANT OPERATING NUT 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. THRUST BLOCK DETAIL (FIG. 103) MOSE NOZZLE ENCASE SINGLE SERVICE IN FINISHED GRADE rt 1�'PVC UNDER PVM'T. 24'SOUARE OR LOTS (TYP.) SERVICE (TYP.) - ROUND • t REINFORCED CONCRETE 1 PVC WATER MAIN SHEAR .t SEE_ t -I 1 - LINE (TYP.) --�, i i D.C. 1 t AROUND PVC LIN ER PAVEJNT ( t - .� r�i'/i:.••=yam// COMPACTED y /i:. `ii /i:/.��ii.�: •�i. � `/ 6' BEDDING ROCK -J M J ANCHORING RESILIENT SEAT GATE COUPLING VALVE AND BOX (SEE 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 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 3.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A Go MINIMUM. 4. ALL HYDRANTS TO BE PAINTED OSHA YELLOW. Q5. CONTRACTOR TO UTILIZE GRADE-LOK ADJUSTING DEVICE PER CITY OF OCOEE STANDARDS. FIRE HYDRANT ASSEMBLY DETAIL (FIG. 402) The Contractor hereby certlfles to the OWNER that Improvements covered by this drowing and the related detalls have been constructed as Indicated or as modlfled by this notes and graphics shown. Absent a note or 'graphic to the contrary, the Improvements have been constructed meeting Industry standard tolerances. Signed: Date: Authorized Contractor's Representative 24' x 24' x 6' THICK CONC. PAD TYP. EACH VALVE BOX. 3' DIA. BRONZE DISC ANCHORED IN CONC.PAO tt4 BARS ALL STAMP AS REO'0 AROUND 3' DIA. BRONZE (SEE NOTE 1) DISC. PAD OR AMP N SIZE OF VALVE AS REOT. TYPE OF VALVE , SERVICE gra , DIRECTION & N0. 4; OF TURNS TO - OPEN VALVE BOX WATER , AND COVER N (TYP.) , • , 2500 P.S.I. CONCRETE MIN. --I , ANCHORS MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9' ASPHALT SURFACE I I 1 BASE I 1 4' x 4' x 18' LONG VALVE BOX (MIN.)PRECAST POST AND COVER WITH 3' DIAMETER (TYP.) BRONZE DISC SET IN GROUT IMPROVED CONDTITION ABOVE. AS SHOWN NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 161AND LARGER.OR AS REOUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18'X 18'X 6' WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL (FIG. 107) WATER SERVICE LOCATION DETAIL (FIG. 404) METALLIC LOCATING ENCASE SINGLE SERVICE IN FINISHED GRADE DOUBLE 1�'PVC UNDER PVM'T. o LOTS (TYP.) SERVICE (TYP.) - -----�--- �I PVC WATER MAIN PROPERTY ;`---- Ii -I METALLIC LOCATING WIRE - LINE (TYP.) --�, ENCASE' SERVICES IN 2' i 1 2 -BLOWOFF VALVE PVC LIN ER PAVEJNT ( t - (SEE DETAIL) WATER MAIN �) (6' MINIMUM) 200 PSI POLYP ------ -------- --i ( TUBING SDR9 w Q ui 4' WATER 4'x6' 0 'REDUCE MAIN (MIN.) 6' FIRE FITTINGS AS AS�EMBL 1 �) REQUIRED (TVP.) (SEE NOT 11) J RIGHT OF WAY LINE--� F ( rF 5' UTILITY ESM'T.(TYP.) CURB WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. WATER SERVICE LOCATION DETAIL (FIG. 404) METALLIC LOCATING NOTES: I. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL (FIG. 108) U -BRANCH FITTING CORPORATION CURB STOP CORPORATION STOP (1' MIN.) iSEE NOTE 3) STOP (l' MIN.) MOO' WITH WD PAINTED BLUE & WITH LOT NUMBERS z / : R 1,.fl z 1' Cr w a 3 200 PSI POLY TUBING SDR9 SINGLE METER BOX AND WATER METER (BY ORANGE CO.) - SINGLE SERVICE AWWA TYPE CC THREADS SADDLE - -FITTING U -BRANCH FITTING (1' x 3/4' x 3/4') (NOTE:U-BRANCH FITTINGS TO HAVE LOCKABLE WINGS) CURB STOP MARK WITH WOOD PAINTED BLUE & WITH LOT NUMBERS 200 PSI POLY) TUBING SDR9 2 -DOUBLE METER BOXES AND WATER METER (SERVICE & IRRIGATION) DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) vTO METER BOX ASSEMBLY ' 200 PSI POLYETHYLENE / 30 - 45 DEG. TUBING SDR9 (1' MIN.) - WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK OR FLARED JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S)WHICH SHALL BE BURIED APPROXIMATELY 3- BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2' X 2' X 18' STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. METER BOX TOP SHALL BE INSTALLED FLUSH WITH FINAL GRADE. WATER SERVICE CONNECTION DETAILS (FIG. 405) FIELD. CITY OF OCOEE FLORIDA CAoo BY: KA bowyerms etonU0so� aces CHECKED BYs RM WATER DL. / A LS INCORPORATED 8-10-94 DMS REVISIONS PER CITY OF OCOEE DESIGNED BY: KA CONSULTING ENGINEERING : PLANNING a LAND SURVEYI OAKBROOK DATE BY DESCRIPTION 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA WESMERE VILLAGES 12 & /.3 REVISION SCALEi NTS (407) 843-5120 DATE t MARCH 1994 JOB NO. AVH6 SHEET 12 OF 12 FINISHED GRADE o I' MAX. PVC WATER MAIN OR FORCE MAIN -cl' MAX. �- METALLIC LOCATING WIRE NOTES: I. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL (FIG. 108) U -BRANCH FITTING CORPORATION CURB STOP CORPORATION STOP (1' MIN.) iSEE NOTE 3) STOP (l' MIN.) MOO' WITH WD PAINTED BLUE & WITH LOT NUMBERS z / : R 1,.fl z 1' Cr w a 3 200 PSI POLY TUBING SDR9 SINGLE METER BOX AND WATER METER (BY ORANGE CO.) - SINGLE SERVICE AWWA TYPE CC THREADS SADDLE - -FITTING U -BRANCH FITTING (1' x 3/4' x 3/4') (NOTE:U-BRANCH FITTINGS TO HAVE LOCKABLE WINGS) CURB STOP MARK WITH WOOD PAINTED BLUE & WITH LOT NUMBERS 200 PSI POLY) TUBING SDR9 2 -DOUBLE METER BOXES AND WATER METER (SERVICE & IRRIGATION) DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) vTO METER BOX ASSEMBLY ' 200 PSI POLYETHYLENE / 30 - 45 DEG. TUBING SDR9 (1' MIN.) - WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK OR FLARED JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S)WHICH SHALL BE BURIED APPROXIMATELY 3- BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2' X 2' X 18' STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. METER BOX TOP SHALL BE INSTALLED FLUSH WITH FINAL GRADE. WATER SERVICE CONNECTION DETAILS (FIG. 405) FIELD. CITY OF OCOEE FLORIDA CAoo BY: KA bowyerms etonU0so� aces CHECKED BYs RM WATER DL. / A LS INCORPORATED 8-10-94 DMS REVISIONS PER CITY OF OCOEE DESIGNED BY: KA CONSULTING ENGINEERING : PLANNING a LAND SURVEYI OAKBROOK DATE BY DESCRIPTION 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA WESMERE VILLAGES 12 & /.3 REVISION SCALEi NTS (407) 843-5120 DATE t MARCH 1994 JOB NO. AVH6 SHEET 12 OF 12 PLANTING DETAILS TREE PLANTING DETAIL Trunk shall be maintained In a vertical position 7 F-- Protective nubber Nose Guy Wires (3) shall be kept taut r nemove top 1/3 of burlap; cut cords 2' Mulch Layer ,C- 2'x2'x24' Slake (3) Fertilizer Tablet ��`� • •.' --��-- Planllny Soll Mix S• �� ;�.;, �'.�=:;:?3' :f;;�/ Compacted Sell MIK ~ Setting Bed x _ �2x (Max. x+241 56 % 57 111 58 1 59 I 60' I 61 1 62 SHRUB & GROUNDCOVER LAYOUT DETAIL Gurz A i)Z11BS } If tT1l.OV=..i2`S Ap,14L }.1T 10 5T=c..; -r E=e- s+aa u. se Tatatzuuz - 5mc- nu tzcw5 mzu.:.a.. -v -mF- �ttzawKt S;tz. .S 5E12iJ85 czzcur�t;�.� �utacsur 7o G j¢v S=Z5 _SHRUB & GROUNDCOVER PLANTING DETAIL oeOOz0010 a., 4%0 00 "op Ca o Op o 00 O� oOV O' v C J Do �o.� Jo • 00� ' "UL LH LAY= PLAAX;IUG SIL. MIX ' ice' ;=• - •'��: a`. 5STI I ►14 sw 63 v I I BOULEVARD LANDSCAPE PLAN V= 100' 1 NOTES Thr} 1. All plants shall be Florida No. 1 or better. 2. Mulch shall be shredded cypress mulch and shall be applied to a thickness of 3" throughout all planting beds; trees in grass areas shall have a minimum 3' diameter tree ring. 3. The Contractor shall provide a one-year guarantee on all plant materials from time of acceptance. 4. The Contractor shall take reasonable care to avoid damage of existing plant materials. The Contractor shall replace, at his expense, any and all plant materials damaged or destroyed during construction, unless removal of plants is specifically called for in the plans or by the Owner. or Landscape Architect. 5. All plants shall be fertilized with an 18-6-12 timed - release fertilizer at the time of planting at a rate specified by the manufacturer. 6. Location of existing vegetation is approximate; Contractor shall lay out bedlines and stake tree locations. These locations shall then be approved by the Landscape Architect prior to beginning planting. 7. All plantings shall be provided with an automatic irrigation system capable of providing a minimum 1 '/i " of water per week. .8. All existing sod areas disturbed by construction beyond the limits of sod shown on the plan shall be repaired or replaced at the. Contractor's expense. 9. All residential building lots shall be planted with a minimum of three (3) trees per lot. Said trees shall meet the following requirements.- 0 equirements:• trees shall be at least 2" diameter breast height (DBH) • trees shall be a minimum of 10' in height • at least 2 of the 3 trees shall be native plants as listed in the City of Ocoee Land Development Code Article VI, Section 6-10 G(1)(a) • trees shall be installed by the lot developer. VILLAGE FNTRY PLANT LIST ill= 20' SYM _ LL QV WR QTY 6 6 10 BOT NICAL N E Ligustrum lucidum Quercus virginiana_ Washin gtonia robusta COM- MON NAME_ _ Ligustrum Tree Live Oak_ _ Washington Palm SPECIFICATIONS x 8'; multi -trunk _ 100 gal; 14'-15'x 7'-8'; 4" cal. See plans for trunk heights 11►. 0 AN LEG PT PS R! 290 39 176 21 102 Annuals (Various Species) Liriope 'Evergreen Giant' Pittosporum tobira 'Compacta' Philodendron selloum Raphiolepis indica 'Alba'Dwarf Flowering Annuals4" _ Giant Lilyturf Compact Green Pittosporum Philodendron Indian Hawthorn pots; 9" o: c 1 gal; 12 min. ht; 5-7 ppp; 24 o.c. 3 gal; 15"-18" x 15"-18"; T o.c. 3 gal; 24"-30" x 24"-30"; 4' o.c. 3 gal; 15"-18" spd.; 30" o.c. �� W L SOD 1 500 St. Au ustine 'Floratam' solid sods .ft. O 10. Street trees shall be planted at a rate of 1 for every 50 linear feet of right-of-way frontage and should meet the following criteria: • street trees shall be live oaks • street trees shall be planted within 5' of the right- of-way line • street trees shall be maintained by the lot owner • street trees shall be located in such a manner as to avoid damage to driveways and utilities and to achieve a continuous canopy over the roadway and sidewalk; the maximum spacing of trees shall be no greater than 80' • street trees may be credited toward the residential building lot tree requirements • street trees shall be a minimum of 2" •DBH and 10' in height at the time of planting. ao GLATTING JACKSON KERCH.-DER ANGLIN LOPEZ RINEHART 33 East Pine Shat QlmEo. Florida 32801 (40/)843d552 FAX (407) 839-1789 pq W cTj rrE 11►. 0 O U L w �� W L O O C Q C _(10 T 06 C N T �+ co 06 ca Q. CZ._ � U C0 >C Project Na: 7933.00 Designed: BCL Drawn: BCL (hedkod: PLU Date: 10/6, 93 i47, ` `fi` Sheer No.: L1 OF 2 Y n ao GLATTING JACKSON KERCHER ANGLIN LOPEZ RINEHART COMM+= M.Me4wo 33 East Pine Stroet Orlando, Florida 32801 (407)843-6552 FAX (407) 839-1789 W C c� co C W i O CIO o LL CD cu -a w CD — U �i W W C6 O Q U 0 co Q IE Project No.: 7933.00 Designed: B C L Drawn: BCL che*e& RLU Date: 10/6/93 Revisions: p Il/I�f 3 SheG Na: L2. OF 2 C co C M CIO 06 0) N — U T C6 ^cp W co Q ca > U CC C cz IE Project No.: 7933.00 Designed: B C L Drawn: BCL che*e& RLU Date: 10/6/93 Revisions: p Il/I�f 3 SheG Na: L2. OF 2