The URL can be used to link to this page

Home My WebLink About1998 05 11 Consent Item C COMMISSION AGENDA Il~EM C Consent xx Information Public Hearing Regular May 1 L 1998 Meeting MGR. ;?~ /De~ REQUEST: Community Development Department, Land Development Division requesting Commission approval for the Final Engineering of Wick low Estates. PURPOSE: The purpose of this agenda item is for the City Commission to approve the Final Engineering for Wicklow Estates, a forty eight (48) lot subdivision on twenty eight (28) acres. The project is located to the north and east of Wood stream Subdivision and to the east of Howell Creek. The property is zone Planned Unit Development (PlD). APPLICABLE CODE: Code Section 9-73. Form and contents of final development plan. (a) The final development plan and plat shall conform substantially to the approved preliminary plan as approved and shall include all conditional requirements specified by the city commission on any conditional approval of the preliminary plan. The subdivider may propose only a portion of the area of an approved preliminary plan for final development should that be desired. Whenever developing only a portion of an approved preliminary plan, that portion being developed must be engineered so that section is not dependent upon further development to ensure adequate drainage, sewerage, water and other imp rovements. (b) Additional engineering/plans to accompany the final development plan/plat: (1) Potable water including fire protection systems, (2) Sanitary sewer May 11, 1998 CONSENT AGENDA ITEM C Page 2 (3) Drainage and stormwater management facilities including underdrains. (4) Bulkheads. (5) Excavation and fill. (6) Sidewalks, bicycle paths, and bridle paths. (7) Streets and curbs. Street grades and elevation shall be established to minimize the need for underdrains. In soils where high groundwater is found or suspected, cuts shall be minimized in order to reduce the need for underdrains. Wherever along the proposed roadways projected groundwater elevation is less than one (1) foot, six (6) inches below the bottom of swale (or bottom of road base where curb and gutter is used), underdrains shall be required. (8) Soils explorations. The results of comprehensive soils explorations, evaluation of results and recommendations by a city-approved soils engineering and testing firm. The soils explorations work shall include as a minimum" a. Results of borings located by survey at suitable intervals along the proposed roadways, classification and properties of soils encountered; and groundwater elevation to United States Geological Survey datum found subsequent to making the borings. The evaluation of the results and recommendations by the soils firm shall include as a minimum: Recommendations on the type base construction; projected high-water elevation to United States Geological Survey datum along the proposed roadways, need, design, size, location, depth and details of underdrains; and a recommendation on the elevation of street grades including depth of cut. The results of the soils work, evaluation of results, and recommendations shall be incorporated into the plans and specifications submitted for review. (b) If during construction of improvements, the city determines in the field that soils and/or groundwater conditions are found to be different than shown in the data submitted with final development May 11, 1998 CONSENT AGENDA ITEM C Page 3 plans, or there is question about adequacy of the approved plans caused by conditions found in the field, the city shall have the right to require the performance and submission of additional soils work and/or to require modification of the previously approved design plans including, but not limited to modification of street grades and/or installation of additional underdrains, use of soil cement base course, or other modifications. (9) Lot grading. At the time final engineering plans are submitted, lot grading and drainage plans shall be submitted for review and approval. The plans shall show minimum floor elevations for all homes, existing topography, grading of all lots, and any drainage improvements proposed or required on the lots. The lot grading and drainage plans shall show the lot lines, existing topography (one-foot contour intervals), and proposed lot filling, grading and drainage at a scale of one (l) inch is equal to one hundred (100) feet (or larger) in general accordance with FHA standards for lot grading, Substantiating soil borings, evaluations and studies shall also be submitted to document soil conditions, projected high-water groundwater elevations on the lots, and adequacy of the lot grading and drainage plans, (10) Street lighting plan, demonstrating power company participation. (11) Landscaping plans. Where site is commercial, industrial, or multifamily in nature, landscaping plans shall be presented along with the final development plans, unless specifically waived by staff at the time of processing the preliminary plan, Sec. 9-74. Action on final development plan; expiration of approval. ( a) If the developer elects to request approval of a final development plan separately and prior to approval to record the plat of that development, the city commission may approve such final development plan if the plan is in substantial conformity with the approved preliminary plan or a subsequently approved preliminary plan or a subsequently approved modification to the preliminary plan. The final development plan may be approved if it complies with all relevant regulations included in this chapter. Approval of the plan shall be subject to fulfiUment of all conditions specified by the city staff and sanctioned by the city May 11,1998 CONSENT AGENDA ITEM C Page 4 commission within thirty (30) days after receipt by the city of the complete plan with all supporting data required by this chapter. Sec. 20-361. Time Restrictions on approval. (a) After the applicant has submitted a final development plan for all or a part of the planned unit development within twelve (12) months of the date of the city commission approval of any final development plan, the applicant, owner or developer shall commence substantial development according to the final development plan. for the purpose of this section, "substantial development" shall be defined as follows: (3) Where the final development plan includes more than twenty-five (25) acres, but less than fifty (50) acres, sixty (60) percent of all roads, utilities and drainage facilities plus at least twenty (20) percent of all buildings must be completed. (5) The final development plan approval shall be declared null and void if substantial development, as specified above, has not begun within twelve (12) months from the date of city commission approval of the final development plan. A time extension of up to twelve (12) months may be granted, upon a showing of good cause, if requested by the applicant and approved by the city commission. The determination of good cause shall be in the sole and absolute discretion of the city commission. If after an extension of twelve (12) months hereunder, substantial development has not been started, both the final and preliminary development plan shall be automatically declared null and void. Provided, however, this shall not effect the zoning classification of plats recorded hereunder. A final development plan which has been declared null and void by the city commission shall not fulfill the submittal requirements delineated in item (1) of this section. (b) These time restrictions have been established to promote the orderly and progressive development ofPUD districts and to protect the public interest. In accordance with this purpose and intent, the planning and zoning board may recommend, and the city commission may approve variances from the definition of subsltantial development provided that such variance and reason for such requested action are presented, approved and recorded at a public hearing before the city commission, (Note: The City, as a general rule, has not enforced the May 11, 1998 CONSENT AGENDA ITEM C Page 5 requirement of percentage of buildings to be completed in a residential development as long as the infrastructure is completed.) CHRONOLOGY: February 23, 1998 - City Commission approved Preliminary Engineering! Final Development Plan March 5, 1998 - Final Engineering Plans submitted May 5, 1998 - Staff Review Board convened FINDINGS: 1. The Staff has found that the Final Engineering conforms substantially to the approved Preliminary Engineering/Final Development Plan. 2. The developer is requesting that the Final Engineering be approved prior to the recordation of the plat. 3. The entry wall and landscaping plans will be submitted under separate cover at a later date for Staff review and Commission approval. CONCLUSION: The Final Engineering, as presented, meets applicable code requirements. RECOMMENDATION: The Staff recommends that the Final Engineering for Wicklow Estates be approved with the stipulation that the developer is responsible for any damage done to Northern Way or Richard Road due to construction activity. ATTACHMENTS: May 11, 1998 CONSENT AGENDA ITEM C Page 6 May 5, 1998 COMMISSION AlCTION: - Land Development Coordinator memo of Staff Review - Final Engineering Plans May 5,1998 To: City Manager Community Development Director Staff R From: Land Development Coordinator Re: Staff Review Final Engineering Wicklow Estates The above referenced Staff Review for the final engineering of Wick low Estates was held on May 5, 1998. B. Steuber represented the project. Staff members present were Carrington, Houck, Jenkins, Lallathin, LeBlanc, Lockcuff and Tolleson, The project was found lto meet all Code requirements. Motion by LeBlanc thaI: the project be favorably forwarded to the Commission for their action, Seconded by Lallathin. All voted aye. , t , ~ ~ ~ u) "<t ...0 (J 0- {.) C) c;: (1) ~i C- O ~ :> (0 fJ) fJ) ~i 0J '1' bj ori r--.: ori to C"'...> .;.>. <'J ' ;E:. <1> :.J ~- Ul ~ {) z: ~. It.. .::> o u f'- LD ;9 I- (J) 5 U -J ..{ .<:::: J-f t.f... .....-' <( g /' c:) ...-( (J ,/ r--... C8 :is ........ iL .... : . , ~".,""'1' - .. - -. ~ . ~..'" "". - ~ ',.. L.,,'; .,.....-r, .,.... ;' ~ ':,"' . ; :-, [",.' . '.; "." ".',': c. ~. ',' . ': . > .: ,~.~ i." ';,[ . ':~," .; ,.'.":' : ;" ~:,' '~,,:', : ',.'~'..'.. ".~ ~ .' :. ',..\ ",- -: "'~ ...' . .' ' ...~.-, ':' '~, ',." ,,,~'::..~.' . :.. ,~- ::. ;', ...;..... " ';~...~:.,~:~.:..,;.~.,,/~~:- ~:: ,~.::..: ~.., ." ~/;i /, ': '. ~,' ..:~ .,..": :~: ~:(': " >~."":' ......, ,::' ',':: ~.:'..', ,~: -'. " .';' ;'. "',.' .,:>,," "~::;'" Construction Plans at . usca WI a Index C-l C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-l0 C-l1 C'-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 Resource List " Cover Sheet General Notes Roadway Sections & Pond De.tails Boundary Survey & rfopographic Map Pre - Dev Drainage & Wetland Inven'lories Map Demolition & Utility Relocation Map Overall Site Plan Roadway Geometry Plan Richard Road IInprovements & Entrance Detail Road "A" Plan and Profile Road "B" Plan and Profile Road "e" Plan and Profile Road uD" and Nancy Circle Plan and Profile Lot Grading Plan Lot Grading Plan Drainage Details Drainage Details Water Details Wastewater Details Wastewater Details Stormwa-ter Pollution Prevention Plan SEWER City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 407 327-2669 N 1- o ~, '$- ,.f' \.. n -, '0 'j:. \ ". JII' .J'l -, ,1' Ir -' / /0-- I I 'J) \ I r.Lj. \ ~r' .t } l?-l ~ ,{; , I '.). 'J~----- \ [HOW ~\ '~~,,~Ll~ APPLICANrr ELJH ORLANDO, INC. PROJECT SITE WATER City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 407 327-2669 3200 Lawn Avenue Tanlpa, Florida 33611 813 202-1313 ELECTRIC Florida Power Corporation 5563 South Orange Avenue Orlando, Florida 32801 407 629-1010 SURVF~YOR HARTMAN &. ASSOCIATES, INC. 102 E. Pine Street, Suite 1000 OrlaIldo, Florida 32801 407 839-3955 GAS Peoples Gas System Inc. 600 W. Robinson St. Orlando, Florida 32801 407 425-4662 LOCATION MAP SCALE: 1 u_ 1 MI CABLE TELEVISION rrime Warner Cornmunications 3767 All American Blvd. Orlando, Florida 32810 407 295-9119 VHB\ Vanasse Hangen Bru8tlin, Inc. Transportation, Land Development, Environmental Services 135 West Central Blvd. Orlando, Florida 32801-2436 407 839-4006. FAX 407 839-4008 TELEPHONE BellSouth 500 N. Orange Avenue Orlando, Florida 32801 407 780-2355 J 'MNffR SPRG5. 0/4/98 ~~ 2 'MNTER SPRGS. J/22 J/2../98 J/19/98 February 5, 1998 C-1 . I ~ . WtCKLOW ESTATES AT TUSCAWlLLA SITE DEVELOPMENT DA TA 1. OWNER/DEVELOPER: ElJH ORLANDO, INC. 3200 LAWN AVENUE TAMPA, FL 33611 PH: (813) 202-1313 4. LANDSCAPE ARCHI TECT: PARKER DESIGN GROUP 1517 E. ]TH AVENUE TAMPA, FL 33605 PH: (813) 241-9193 2. CIVIL ENGINEER: VANASSE HANGEN BRUSTlIN, IN.C. (VHB) 135 W. CENTRAL BLVD. ORLANDO, FL 32801 PH: (407) 839-4006 5. ENV1RONMENTAL SCIENTISTS BREEDLOVE DENNIS & ASSOCIATES, INC. 4301 METRIC DRIVE WINTER PARK, FL 32792 PH: (407) 677-1882 3. GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SERVICES 3532 MAGGIE BLVD ORLANDO, FL 32811 PH: (407) 423-0504 6. SURVEYOR HARTMAN & ASSOCIATES, INC. 201 E. PINE STREET SUITE 1000 ORLANDO, FL 32801 PH: (407) 839-3955 to ...,. to (J a. C) o c: (lJ ...-i GENERAl, NOTES 1. BENCHMARKS FOR CONSTRUCTION HAVE BEEN PROVIDED ON EXISTING SITE TOPOGRAPHY PLAN SHEET C-4 OF CONSTRUCTION PLANS. 2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WI TH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY THE CITY OF WINTER SPRINGS, FOOT STANDARDS, lHE PLANS, AND CONSTRUCTION SPECIFICA-nONS. WHERE CONFLICTS OR OMISSIONS EXIST, WIN TER SPRING'S STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEV1A TION FROM PLANS AND SPECIFICA nONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE ENGINEER AND CITY ENGINEER. FOOT CONSTRUCTION STANDARDS SHALL APPLY For~ WORK 'MTHIN FOOT RIGHT-OF-WAY. 3 SHOP DRAWlNGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO . INSTALLATION. THE DRAWINGS WILL THEN BE FORWARDED TO THE CITY OF WINTER SPRINGS FOR ,THEIR APPROVAL. 4. IT WllL BE THE RESPONSIBILITY OF THE CONTRACfOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONS TRUCTION OR F' ABRICA TION OF ANY I TEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PER- MITTING AND ANY OTHER REGULA TORY AUTHORtTIES. ANY PENAL TIES, STOP WORK ORDERS OR ADDlnONAL WORK RESULTING FROM THE CONTRACTOR BEING IN V10LA TION OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY n~E CONTRACTOR. 5. THE lOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMA nON AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIV1TY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NO-nFY THE VARIOUS UTILlnES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE U TIll T1ES WI TH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILI TY COMPANY. ALL UnLlTlES WHICH INTERFERE WITH THE PROPOSED CONSfRUCT10N SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE UTILITIES ARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PAHTICULAR U'flLlTIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 6. A PRE CONSTRUCTION MEETING IS TO BE HELD BETWEEN THE JURISDICTIONAL ENTITY THE CITY OF WINTER SPRINGS, UTILITIES, ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INS T ALlA TIONS OF EVERY KINO. INCLUDING SPRINKLERS, SHALL BE PLACED BENEA TH n~E PAVEMENT AND ITS EDGES PRIOR TO n~E CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER. 8. CONSTRUCTION OOSERVA TION WILL BE PROV1DED BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A T LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRING 08SERVA TION ON EACH AND EVERY PHASE OF WORK, THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTlNG. FINAL TESTING OR PRESSURE TEST1NG WILL NOT BE ACCEPTED UNLESS'MTNESSED BY THE ENGINEER'S REPRESENTATIVE. 9. ALL CONTRACTORS, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY MONUMENTA nON DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGIS TERED LAND SURVEYOR. REGISTERED LAND SURVEYOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSlRUCTION ACTlVITlES FROM TAKING PLACE OUTSIDE THE LIMITS OF CONSTRUCTION. ANY ON-SITE OR OFFSITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 11. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTlON PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE FIVE (5) SE fS OF RECORD DRAWINGS TO THE ENGINEER OF RECORD WITHIN TWO (2) WEEKS AFTER CONSTRUCTION HAS BEEN COMPLETED ON EACH PHASE. 12. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS. 13. ALL DEWATERING COSTS ASSOCIATED 'MTIi THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, MANHOLES, AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. THE CONTRACTOR IS RESPONSIBLE TO ACQUIRE ANY DEWATERING PE.RMllS REQUIRED FOR THE SITE. 14. ALL PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS, CONTRACTOR SHALL TAKf: CARE TO PROVIDE PROPER GRADE ELEVA liONS AND ALIGNMENT. . 15. PLANS AND SPECIFICATIONS REQUIRE THA T COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENCINEER OR THE CITYS ENGINEER MAY REQUIRE THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE CONTRACTOR. 16. TOPOGRAPHIC CONTOURS SHOWN ON THESE PLANS ARE TAKEN FROM SURVEY PROVIDED BY THE OWNER, AND THE PROJECT SURVEYOR. . 17. UTILITIES WilL BE PROV1DE:D AS FOLLOWS: ELECTRIC WILL BE PROVIDED BY FLORIDA POWER CORPORATION. TELEPHONE 'MlL BE PROVIDED BY BELLSOUTH. WA TER WILL BE PR0V10EO BY CITY OF WINTER SPRINGS. SEWAGE COLLECTION WILL BE PROVIDED BY CtTY OF WlNTER SPRINGS. C- o ~ > OJ Q) 0) ~i ....t l!l u--; (Y) ui ..... 'I" o ~ ~ c ~ ' ~ u (f) ........ 2 ~i LJ.. '" fR ../" ...- U) Z CJ U -.J ~ Z ~. LA- ../" ....( (J a ../" C) ~ U ../" ,....... to ~ l..O ../" iL 18. PROPERTY CURRENTLY ZONED P.U.D. 19. PROPOSED LAND USE: SINGLE F' AMIL Y SUBDIVISION 20. PROJECT ACREAGE: 28.30 21. NUMBER OF LOTS: 48 LOTS 22. LOT DIMENSIONS: MINIMUM 25' FRON T AGE AT RIGH T -OR WAY. MINIMUM 100' WlDE MINIMUM 140' DEPTH 23. SETBACKS: 25' FRON T AND BACK 10' SIDE 13' MINIMUM SIDE, CORNER LOTS, HOME BUILDER WILL A TTEMPT TO ALIGN BOTH THE FRONT YARD AND STREET SIDE YARD SETBACKS 'Mn~ ADJACENT STRUCTURES. 50' FROM MHW OF ANY LAKE OR BODY OF WA fER. 24. NEW COMMUNITIES MUST COME INTO COMPLIANCE 'MTH THE FOLLOWlNG GA TE REQUIREMENTS BEFORE ANY CERTIFICATES OF OCCUPANCY FOR THAT COMMUNITY WILL BE ISSUED BY THE ClTY. a) THE CONTRACTOR SHALL INSTALL ON EACH ACCESS GATE INTO THE COMMUNITY AN E. V.A.C. (EMERGENCY VEHICLE ACCESS CONTROL) SYSTEMS. THE E.V.A.C. SYSTEM SHALL BE INSTALLED AND MAINTAINED A T THE COMMUNITIES EXPENSE FOR THE PURPOSE OF PUBLIC SAFETY ADMITTANCE INTO THEIR DEVELOPMENT. THE E.V.A.C. SYSTEMS SHALL BE IN ADDITION, AND SEPARATE. FOR n~E GATE OPENING SYSTEMS fHA T IS PROVIDED FOR THE RESIDENTS, THE INSTALLATION OF THE E.V.A.C. SYSTEMS SHALL BE DONE W1TH THE VENDOR OF THE COMMUNITIES CHOICE. b) THE CONTRACTOR SHALL ALSO INSTALL AT EACH ACCESS GA TE A KEYPAD CODE ENTRANCE DEVICE. THE KEYPAD ENTRANCE CODE, MUST BE SUPPLIED TO THE FIRE DEPARTMENT IN WRITING UPON INST ALLA nON, AND WRITTEN NOTICE MUST BE MADE WHEN ANY CHANGES ARE MADE TO THE CODE. c) IT SHALL BE A REQUIREMENT IN THE DESIGN OF ANY GATE THA T, IN mE EVENT OF A POWER FAILURE TO THE GATE, THAT ALL GATES AUTOMA TICALL Y GO TO THE FULLY OPEN POSITION. d) ENTRANCE AND EXIT GATES MUST ALLOW A MINIMUM OF TWELVE (12) FEET OF ROADWAY CLEARANCE WHEN IN THE OPEN POSITION, 47. ALL PVC PIPE SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITA HON FOUNDA -nON (NSF) FOR POTABLE WATER PIPE. 48. CON TRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO HYDROSTA TIC TESTING AND DISINFECTION. NO FINAL HYDROSTA nc TESTING OR DISINFECTING WILL BE ACCEPTED UNLESS W1 fNESSED BY THE ENGINEERS REPRESENTA TIVE. 49. ALL MATERIALS, SPECIFICATIONS AND INSTALLA TION OF THE WA TER DISTRIBUTION FACILITIES AND WASTEWA TER COLLECTION/TRANSMISSION SYSTEMS SHALL ACCORDANCE WITH THE CITY OF 'MNTER SPRINGS. SANITARY SEWER NOTES 50. IN ALL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS W1TH LESS n1AN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL CASES WHERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, THE SEWER SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. IN ALL CASES WHERE THE WA TER MAIN OR SANITARY SEWER CROSSES UNDEf~ OR OVER THE STORM SEWER MAIN LESS THAN 18 INCHES VERTICAL CLEARANCE, THE WA TEf~ MAIN OR SANITARY SEWER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. 51. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER, STORM AND SANITARY SEWER MAINS. WHERE CONDITIONS DO Nor PERMIT THE 10 FOOT SEPARA TlON, n1E SEWER MAIN MUST BE LAID IN A SEPARATE TRENCH OR THE SAME TRENCH DIVIDED BY A BENCH OF UNDISTURBED EARTH AND THE ... . , SEWER MAIN MUST BE 18 INCHES BELOW THE INVERf OF THE WATER MAIN. IF SEPARATION BETWEEN WA TER/SEWER CAN NOT BE MAINTAINED, THE WA TER MAIN MUST BE UPGRADED TO DUCTILE IRON PIPE UNTIL THE SPECIFIED 10 FOOT SEPARA-TlON IS REGAINED, IN ANY CASE WHERE SEPARA TE TRENCHES CAN NOT BE DUG, THE WATER MAIN MUST BE UPGRADED TO DUCTILE IRON PIPE. 52. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 53, GRAVITY SEWER PIPE SHALL BE GREEN OR 35 PVC CONFORMING TO THE REQUIF~EMENTS OF ASTM 03034. 54. DUCTILE IRON PIPE FOR GRAV1TY SEWER PIPE SHALL BE CLASS 50 EPOXY LINED. 55. THERE SHALL BE NO DE TECT ABLE LEVEL OF INFIL TRA TION OR EXFIL TRA TION FROM SANI T ARY SEWER SYSTEM AT THE TIME OF INSPECTION. ANY EV1DENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO BE ACCEPTANCE BY THE CITY. 56. PVC FORCE MAIN SHALL BE BROWN C900 DR 25 57. PIPE LAYING AND JOINTING GRAV1TY SEWERS 'MLl BE LAID IN THE DRY TO THE ELEVATIONS AND SLOPES SHOWN ON THE APPROVED CONSTRucnON DRA'MNGS. LASER EQUIPMENT WILL BE USED TO PROV1DE LINE AND GRADE, SURVEYING EQUIPMENT WILL BE USED TO SET THE LASER. THE LASER EQUIPMENT WlLL HAVE A SLOPE INDICA TOR TO FACILITATE CHECKING BY BOTH THE PIPE LAYING FOREMAN AND THE CITY ENGINEER. ZERO TOLERANCE FOR ERRORS IN LINE AND GRADE WlLL BE ALLOWED. UPON COMPLETION OF THE WORK, THE LINES WILL BE CLEANED, WITH ALL DEBRIS REMOVED AT DOWNSTREAM MANHOLES, AND EACH SECTION OF PIPE WILL BE TV-INSPECTED TO INDICA TE ANY PIPE DEFECTS SUCH AS BELLIES OR OTHER DEFORMITIES WILL BE TAKEN UP AND RE -LAID TO PROVIDE THE CORRECT LINE AND GRADE. 58. THE CONTRACTOR SHALL PERFORM TESTlNG OF ALL SANITARY GRAV1TY SEWER, AS SET FORTH IN THE FOLLOWING AND SHALL CONDUCT SAID TES r IN THE PRESENCE OF REPRESENTA nVES FROM THE UTILITY DIRECTOR'S OFFICE AND/OR OTHER AUTHORIZED AGENCIES WITH 48 HOURS ADVANCED NOTICE PROVIDED. 59. THE INSTALLED SEWER MAINS AND SERV1CE LATERALS SHALL BE TV INSPECTED IN ORDER TO ASCERTAIN fHA T THE JOINTS ARE TIGHT AND THE LINES ARE CLEAR AND TO CORRECT ALIGNMENT. A COpy OF n~E V1DEO TAPE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE. 60. SANITARY SEWERS TO BE INSPECTED SHALL BE WlTHIN MANHOLE SECTIONS. INSPECTION SHALL NOT PROCEED UNTIL ALL FACILITIES ARE IN PLACE AND CONCRETE CURED. ALL PIPINGS SHALL BE THOROUGHLY CLEANED PRIOR TO TESTING TO CLEAR THE LINES OF ALL FOREIGN MATTER. 61. INFIL TRA TION SHALL NOT EXCEED 200 GALLONS PER DAY PER INCH OF DIAMETER PER MILE AS MEASURED BETWEEN MANHOLES. TESTING SHALL PROCEED FOR A CONTINUOUS PERIOD OF TWO (2) HOURS, WITH INFIL TRA nON AMOUNTS MEASURED BY METHODS APPROVED BY THE UTILITY DEPARTMENT. . \ 62. EX-FIL TRA TlON TESTS SHALL BE PERFORMED w}~ERE PIPELINES ARE LAID ABOVE GROUND WATER TABLE. 63. SHOULD ANY TEST FAIL, NECESSARY REPAIRS SHALL BE ACCOMPLISHED BY THE CONTRACTOR. AND THE TEST REPEATED UNTIL THE ESTABLISHED LIMIT ARE MET, AND SHALL BE AT NO COST TO THE CITY, OTHER UTILITY INFORMATION 64. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER, AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION. 65. THE CONTRACTOR SHALL NO-nFY ALL UTILITY COMPANIES WHICH MAY HAVE THEIR UTILITIES WITHIN THE CONSTRUCTION AREAS TO LOCA TE THEIR FACILITIES IN THE FIELD FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION. 66. DUCTILE IRON PIPE SHALL BE ENCASED IN POLYETHYlENE TWENTY-FIVE (25) FEET ON EACH SIDE OF ANY PERPENDICULAR CROSSING OF ME TALLlC GAS MAINS OR ANY OTHER CA THODICALL Y PROTECTED PIPELINE AND FOR ALL LOCATIONS PARALLEL TO AND WITHIN TEN FEET OF ANY METALLIC GAS MAINS OR ANY OTHER CATHODICALLY PROTECTED PIPELINE AND THROUGH THE AREA OF INFLUENCE OF ANY CATHODICALLY PROTECTION ANODE BED. 67. CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCA nON OF GAS MAINS AND DO NOT SHOW SERVICE LINES. 68. ALL ELECTRICAL CONDUI T INSTALLED UNDER PAVEMENT TO BE ENCASED IN CONCRETE. 69. ALL CONCRETE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. FIL TER MATERIAL SHALL EXTEND A MINIMUM OF ONE FOOT 80TH SIDES OF THE JOINT WITH A TWO FOOT OVERLAP AT THE TOP. ALL JOINTS SHALL PREVENT SOIL FROM INFILTRATING INTO THE PIPE. 70. PRIOR TO COMPLETION OF THE FDEP WA TER AND SEWER CERTIFICA TIONS AND ACCEPTANCE BY THE CITY OF WINTER SPRINGS, THE CITY WILL REQUIRE ONE SET OF AS-BUILT MYLARS, TWO SETS OF AS-BUILT PRINTS, A BILL OF SALE CONTAINING THE COST OF IMPROVEMENTS AND A TWO YEAR WARRANTY. 71. ARBOR PERMITS WILL BE REQUIRED FOR THIS SITE WORK ($400.00) AND ALSO FOR EACH LOT ($25.00). 72. ANY STREET SIGNAGE REQUIRED' WILL BE PROVIDED BY THE CITY AT THE DEVELOPERS EXPENSE. CON TRACTOR SHALL INCLUDE THIS COST IN THEIR 810. 73. THERE WILL BE A $2,000.00 WATER AND SEWER CAPACITY CHARGE DUE AT fHE TIME OF THE INDIVIDUAL BUILDING PERMITS BEING REQUESTED. Van o-sse-Ffo ngen--Brus tl rn~1 n c.-- Transportation Lond Development En vironmen tol Services 135 West Centrol 8oulevord Orion do. Florida .32801 407839-'1-006. FAX <107 8.59--4008 ~-----_._~_._-_._----------------------- pr~EP ARED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa, Florida 33611 813 202-1313 ------____u__._.__.___~____.___ --- -----------'""'------- ---_.. ---~----------_.._--~ --.---- --~ ----------------..------------ -"-.--- -.---..-------.- - -----------..------------.--- ---- ---_._----~----~- --_._---_.~-_._-- --_._--~ -_.- ----.--.---- -.---.--.--------- .-.-.-- ------.--------.---.------ ------ -- ----~ --------------------- -----.- 2 'MNTER SPRGS 5/4/98 5/4/98 'MNTER SPRGS 3/24 10/23/97 ---------------------. NO r~EvlslON DA IE APPV\) CHECKED 0'( ___CE~__ DESIGNED BY DR/WIN BY __________ ___~PR OF TG CHECKED BY APPROVED 0'( ------___C..E.~._____,_____ '____._~___ SCALE DATE NTS 11 12 97 PROJEC f n fLE WICKLOW ESTATES AT TUSCAWILLA WINTER SPRINGS ------_._---_._---~----..-----------_.---_._----- ISSUED FOR -------------~-----------------_._---_.- DRA\tM~G n fLE GENERAL NOTES ~ \ 'i CaA\'r'jNG NO. C-2 SHEE (~- OF--'--....------ -- . vi~Oi5AOfil(~AM{~-~-- 587flNNTS _...._..."......,..~---..,...,..'~~----......--. PHO..t[C T NO, 60581.00 PROPERTY LINE 10' ~ MAIN fENANCE BERM (SOD) EL. 29.00 / 4' .. VARIES 4' PROPERTY LINE 10' ~ ~ ...... MAINTENANCE BERM (SOD LANDSCAPE RAILROAD TIE WALL IF APPLICABLE (SEE POND DETAIL THIS SHEET FOR LOCATIONS) L EL. 28.00 2' MAX ~..\ -EL. 32.40 2' MAX 32 7---,-::- ------ [/ ;/ // / / / / / / / / / / / / / / -- ..... -- SOD SLOPE MES-4 36 ----------~-- Vanasse Hangen Brustfin, Inc~ r ron spor to t ion Land Development Environmentol Services 1.35 West Cen trol Boulevord Orlando, Florida .32801 407 839-4006 · FAX 407 8.39-4008 PREP Ar~ED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa, Florida 33611 813 202-1313 r.. SECTION A - A TYPICAL STORMWA TER POND DETAIL NTS /' / ~. ~ / ~'----.., I 15 REBAR PIN ~ 'tf~(SRm~~ND 12- RAilROAD 11 1" OFFSET~ GRAOE~ GRADE 1~IIEj I:==jll= RAILROAD TIE OR ~A8LE ~ll,::~HI=J1 Er- SUPPORT EVERY 8, n~~m~m=- r~m31rd r _ __ d~!1JJT1~ T ::!}millmWrr& JJffi~m~n - ~m=:-rr 1?f1I=f F31F-: ..JlfF1II3 r~D-Wn1W~-TIl!T~ -I' ;--m,---'---fT1!.!.lrT I-T C) (Y) 2' HIGH RETAINING WALL NTS I yo- yo- SAME SLOPE AS ADJACENT PAVEMENT 9" 3/4"R - I OJ yo- I ,..,., Ij ,..,., I N -------- -- I N -~ A.C.$.C. TYPE $-111 3/4"R TYPE "A" CURBING NTS 13/4"R TYPICAL MIAMI CURB AND GUTTER NTS ---- <1 ~')- 40 '" '" -- ~- '" '" '" '" "'._~ ... ..".--- ------ "'..-. ... '" "- '" ' " - ----, --~ '" '" - -. "" '" "'--- ---- '" 'L.,_ ___:>.. --- ------ TYPE "8" CURBING NTS I ~ ..- ,.... "" '~ .~, '- '- -~--...... -...- ~'~-------' - ---------- -....... ... ... --- .....- IJ _. _ _~- ~ . . 39. _~~ .--- 40 ---~ -s- '~ 4 ;-7 - _ _----.- -- " 42--.-. //_/->/ -~___.__ -~---_~______1_____ ---------- .... 12" -- ....... -""----~----- 12" ..... -- ------ ---- -- _--40-- -- ..... -- LANDS~,APE., RAIlROAD -d---rJE WALL (TYP.) (SEE DETAIL TH(~LSHEEl) _-----,\c -'-1 ! ------------- 2 'MNTER SPRGS 3/22 3/24/98 - ------ .. ]--- \- , SJR'MAD RAI 3/17 3/18/98 ---------- ---------------- ------ NO REVISION '-- POND DETAIL 1" = 30' DESIGNED BY DRA'tvN BY AP_R __~__ DA IE APPVO CHECKED 8Y eEe ~ .... ~~ ~ 1.4' -.....- -- SOD -, OFTG CHECKED BY ----_Qf;~_ SCALE AS SHOWN APPROVED BY I ~ 25' .... .... 25' DA TE 1.4' ~ -.....- -- SOD ~~ 2 4 98 C\J ~. (0 U 0.. I L-__ ,-- ------- I EXISTI~G SUO-:RADE 7 EXISTING. SURFACE COURSE NANCY CIRCLE INVERTED CROWN TYPICAL PAVEMENT SECTION 1" MINIMUM A.C.S.C. TYPE $-111. ASPHAL T TO BE USED TO RAISE EDGE OF PAVEMENT TO SUPPLY 2% CROSS SLOPE. AL TERNA T1VE BASE COURSE: 6" MINIMUM SOIL CEMEN T, 300 PSI CaMP ACTED TO 95% MAXIMUM DRY DENSITY TO ASTM 0-558, PER THE GEOTECHNICAL REPORT PREPARED BY UNIVERSAL ENGINEERING, INC. PROJECT NO. 19328-001-01, DA TED AUGUST 21, 1997. THE USE OF THE AL TERNA TE SOIL CEMENT BASE 'MLL DEPEND ON THE RESULT OF 24-HOUR GROUND WATER TABLE READINGS TAKEN AT TlME OF CONSTRUCTION. IF THE SEASONAL HIGH GROUNDWATER TABLE IS WITHIN EIGHTEEN (18) INCHES OF THE BOTTOM OF THE BASE COURSE, SOIL CEMENT AND UNDER DRAINS WILL BE NEEDED. PRO,JEeT TITLE 2% MIN ..... .. 2% MIN WICKLOW ESTATES AT TUSCAWILLA o o C IT) ~. L o ill I :> WINTER SPRINGS ----------- ISSUED FOR co 01 01 ..... Approval 01 o " ..... Co) ~1 .. SOD ~ 40' 100' R/W -- ~ 40' ... 50' R/W C) C\J L el. -{ ... SOD -- -- -- .. 25' 2' .... ~-- . ...... -- DRAWING TI TLE c o Z ~' ------ 0: 2' ------- 2' ----..... ...... -- ...... 8" MINIMUM STABILIZED SUB-GRADE,.. 75 PSI FLORIDA BEARING VALUE AND COMPACTED Tv A MINIMUM OF 95% MODIFIED MAXIMUM DRY DENSITY (AASHTO T -180). .... 5' 10' -- ROADW A Y SECTIONS & POND DET AILS ... ...... 10' -- ...... 5' 2' -- ------ 1" MINIMUM A.C.S.C. TYPE S-1I1. 6" MINIMUM L1MEROCK BASE COMPACTED DENSITY OF 98% IN CONFORMANCE WITH ASHTO- T180. ~ CJ) 3 o 0.. >- I-- Z ~1 u.. r-----. co UJ ...- I-- if) Z C) U -J -{ Z ~. lL. ...- ...{ U C) ...- C) , -{ U ...- r---. to UJ C) (D ...- n.: .2% 4" THICK SIDEWALK (TYPICAL BY OTHERS) 8" MINIMUM STABILIZED SUB-GRADEA 75 PSI FLORIDA BEARING VALUE AND COMPACTED Tv A MINIMUM OF 95% MODIFIED MAXIMUM DRY DENSITY (AASHTO T-180). 1" MINIMUM A.C,S.C. TYPE S-III. DRA'MNG NO. WICKLOW ESTATES TYPICAL PAVEMENT SECTION 6" MINIMUM L1MEROCK BASE COMPACTED DENSITY OF 98% IN CONFORMANCE WITH ASHTO- T180. C-3 CUL-DE-SAC AT NANCY CIRCLE TYPICAL PAVEMENT SECTION SHEEr- or VH8CA,D FILE NAME 587FINTYP PRO,JEcr NO. 60587.00 ....- ./ ./ ./ ./ ./ ./ / / / / / / I I I I / / / / I I I I I I t, I " , " , " \ " \ " \ " \ "I \ " I \ " \ \ \ \ \ \ \ \ " '\. "- "- "- "- , , , , , ........ ........ .() \, //"'~ ~ - \ - \ /' '" " ./ ./' '\ .) FD. 4"XJ. CM LSIIJ764 I ~~ y \ \ ';5 \ .I / \ '- "'- ~, \ \ SN-4rTAAY MH. TOP n. 31,9& SW. 1NY, 2&.1 & NE. INY, 2&,00 / / r- I I I I I I I I I I I I I I I I I I I I I I I I / / 'J ;> J} _ J,e, PROPOSED RIGHT-OF-WAY J] . 1~ '-~ '- 35 "_, ~):3 - -, ~l4 --- 35 -,--- v) , J.- __/./ ?" ...~.- -- \-' f ' ~.~_/-_.. - "B" - ./ ./ \ -- \-- --" -\ \ -'----- '-----.... PHILlPR. \yq..1UN.~. .....IG,R.A~T .(P8. 1, P~ 35,38) '\ \ \ \ \--- -- \ -- / / \(~ \ \ \ " .~ " ) .," .,' "0 'I I I I I :; I 0:) ~ I I ., I ~ I in I ~ z I~ I~ ~ Q) o in ..- 8 z I I o <{~ O~ ~~ I o~ ~i2 <(. Iq u~ ~ lD _ A -.'l ~ ~1. DE-rAil " ~, / -', / 'QETAI1'4st!O" SEE \ \. \', \ ' , r:,"!- \ '':>'' \ ........., \ '---- 46 .- ~ \ - ~ ---;'- "', v '0(; ::.---- \ '0;> / I 'O{J 0J <.0 U a.. o o c 'U / / cO 01 U1 ~1 r---------------, I I I I I I I I I I I I I I I I I I I I I O~ I I <{ ~ I I 0 I I I ~ ~ ~ I .... g I 0 ~ in I I ~~ 8:- I I <( 0 I I I~ !Ii I r--------------------------J U L------------------------1 I ~ I I ~ I I ~ I I I I ~ , ~ I II -=:=--=--=-~ ___~4>" ElEC. TR.AN;rORI.IER- ." # .: 9'"" --, \!!~? ~Toe~_ _ ~o-=-.L I I · " - - - .;) --- >Jo~ _\_ ,- _ _ .~ #". I ~-----=-_:.J! .;f :~.> : I ",~~-- ------.c~~ or I I tJ"__ ---__~_ , () I .J' - .)- - -__.4'4'_ ~" (;' NORTHERN WAY -c~ I I ~-__, r .y - 4>"?Y7./' / ." 't: <90,0' AIGHT-o.--IIAYl ~r;y ~ : :~'J;llt:~OO m. ~"if@':"~ tN. ".00. tOO tN. "', tOO tN. ""';,. ~_, 'm-~~II : I c'" -------=-t.- ~ ~~ 0/" # ~ _ I I ~ .y T tN. ,,0>.,,' I L ____________________________~ v:, ~ so ' fD.~A "X4. CM LSIIJ764 / C- o ill 5: <f' U1 m ~1 !.O ('r) ~i - ~11 SEE DETAIL "A" ~ ~ L------------------------i NORTI-lE.RL Y BOUNDARY UNE I WINTER SPRINGS UNIT J, I ~C~T BOOK 17, PAGES 89 c!r 90. I ,-00Nc WNJ< c-d-r> - - - - : I NORTI-~ERN WAY' ~ <80.0' RIGHT-OF-\./AY) I W- to <..::> C- a. ..-t: c o z. DETAIL "A" SCALE 1 "==60' (J'l ~ o o 0.. C) ~ if) m ,......, co m /'" ~ if) z o U ......J c:{ Z ""'1 LL /'" c:t: U C) /'" C) <t: U ;:::. (I) LD o (D /'" n.: ---~-~- ~ --- ----- . " , , , "- "- '\. '\. " " '\ \ \ \ \ \ \ \ \ \ \ \ \ \ , , I I I I I I I I I / / / / I I I -t \\ ~ \\ \\ \\ \\ ~ 6'0- ~\ , ;),$ S. \\ ~n;:: \9~ ~\ "V . \\ o If If I 8V"h ~" . /, ~I I 6' -.. , , , , , , , , , "- , , , , , , , / '......../ / / / / / ./ ./ ./ ./ ./ - - - - -- --- --- -- e ~1 - 31 ~J? ',', ~<i~ "35 ,f ~---,' ------ - 4: 1{.l _ 41 - 4 _, ~'1.,:.l. 4" - -45_______... - -.j.:~ - ------... 44 - 46 \ \ ,?-~ / '\ / ~) \ .~ ~ ,..) 4,,_. 4," _ '.....~ - ---- <'(; '<''J \ \ \ \ ------ ./~ PHILIP R. YOUNG GRANT (PB. 1, PGS 35-38) GOLF COURSE ~ fD. 4"X4" CM 4; LS#J764 44 /S ~ f.~ oj --- "t' t.J " "<f" "<f" ::::: 4' . _-1 o ~ "" ~8 DESCRIPTION. FROM THE NORTHEAST CORNER OF \JINTER SPRINGS UNIT 3, AS RECORDED IN PLAT BOOK 17, PAGES 89 AND 90, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN SOUTH 8r51'00' VEST ALONG THE NORTHERLY BOUNDARY LINE OF SAID 'JINTER SPRINGS UNIT 3, A DISTANCE OF 356.77 FEET, THENCE LEAVING THE AFORESAID NORTHERLY BOUNDARY LINE OF \.lINTER SPRINGS UNIT 3, RUN NORTH 01.11'44' VEST 350.51 FEET TO THE POINT OF BEGINNINGJ THENCE NORTH 70.29'34'1 VEST 215.02 FEETJ THENCE SOUTH 79.44'00' VEST 630.09 FEETJ THENCE SOUTH 36'44'30' VEST 103.84 FEETJ THENCE SOUTH 00'15'09' EAST 244.83 FEE f TO A POINT ON THE AFOREMENTIONED NORTHERLY BOUNDARY LINE OF \JINTER SPRINGS UNIT 3, THENCE SOUTH 89.44'51' \JEST ALONG SAID NORTHERLY LINE 80.00 FEET} THENCE NORTH 00'15'09' \JEST 428.41 FEET, THENCE NORTH 04.12'06' EAST 78,61 FEET TO THE SOUTHEAST CORNER OF LOT 10, 'VOODSTREAM REPLA T', RECORDED IN PLAT BOOK 40, PAGE 39, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDAJ THENCE RUN ALONG THE NORTHEASTERLY, NORTHERLY AND NORTH\JESTERLY BOUNDARY OF SAID '\JOODSTEAM REPLAT' THE FOLLO\JING COURSES' THENCE NORTH 10'16'00' \JEST 259.99 FEET) THENCE NORTH IP23'44' VEST 135.86 FEET, THENCE NORTH 60'35'58' \JEST 40.00 FEE T I THENCE NORTH 29'24'02' EAS T 10.00 FEE T, THENCE NORTH 60.35'58' \JEST 135.00 FEET} THENCE SOUTH 58'46'51' \JEST 156.53 FEET, TO A POINT ON THE NORTHEASTERLY LINE OF '\JOODSTREAM' AS RECORDED IN PLAT BOOK 24, PAGES 97 AND 981 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE NORTH 45.32'37' \JEST ALONG SAID NORTHEASTERLY LINE 115.00 FEET TO THE SOUTHEASTERL Y RIGHT -OF -'JAY LINE OF NANCY CIRCLE. SAID POINT BEING A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 36R65 FEET; THENCE FROM A TANGENT BEARING OF NORTH 44'27'83' EAST, RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID SOUTHEASTERLY RIGHT -OF -\JAY LINE 65.03 FEET, THROUGH A CENTRAL ANGLE OF 10'06'26', THENCE LEAVING SAID RIGHf -OF -VAY LINEI RUN THENCE NORTH 45.32'37' VEST ALONG THE SOUTH\JESTERL Y LINE OF LOT 305, OF SAID ''JOODSTREAM' AND NORTH\JESTERL Y EXTENSION THEREOF A DISTANCE OF 367.56 FEET fa THE CENTERLINE OF HOVELL CREEK, THENCE RUN ALONG THE CENTERLINE OF HO\JELL CREEK THE FOLLO\.lING COURSES: NORTH 41'08'11' EAST 36.90 FEET, NORTH 25'52'29' \JEST 7 4.17 FEET) NORTH 79051'51' EAS T 71.32 FEET, SOUTH 75035'29' EAS r 7 4.63 FEET} NORTH 54029'51' EAST 58.32 FEET} NORTH 57023'49' \.lEST 85,20 FEETJ NORTH 51.15'31' EAST 118.86 FEET) NORTH 43.22'09' \JEST 65.00 FEET; NORTH 44008'11' EAST 141.79 FEETJ SOUTH 47022'09' EAST 31.52 FEET; NORTH 72.35'48' EAST 75.81 FEET; SOUTH 2P36'52' EAST 73,70 FEETJ NORTH 64031'08' EAST 46.70 FEET} NORTH 29022'08' EAST 151.40 FEET; NORTH 01012'18' EAST 39.60 FEET J NORTH 56'54'08' EAST 95.50 FEETJ NORTH 21023'08' EAST 42.70 FEET} NORTH 61040' 48' EAS T 22.95 FEET J SOUTH 40020'32' EAST 67.00 FEET} SOUTH 82'06'22' EAST 86.80 FEET; NORTH 49.13'58' EAST 36.14 FEET; THENCE LEAVING THE AFORESAID CENTERLINE OF HO\JELL CREEK, RUN THENCE SOUTH 17'04'38' EAST 365,28 FEETJ RUN THENCE SOUTH 3P44'13' EAST 765.84 FEET; RUN THENCE SOUTH 75052'42' EAST 331.30 FEET) RUN THENCE SOUTH 01.11'44' EAST 418.79 TO THE POINT OF BEGINNING. NOTES: 1.) THE PURPOSE OF THIS SURVEY IS TO LOCATE EXISnNG UTlUTIES ON SITE AND TO LOCATE EXISTING IMPROVEMENTS WITHIN 200 FEET OF PROPOSED SUBDIVISION. 2,) BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY UNE OF RICHARD ROAD, BEING AN ASSUMED BEARING OF N.OO'15'09'W. J.) ELE.VATIONS SHOWN HEREON ARE BASED ON THE INVERT ELE.VATION OF A CATCH BASIN AT THE NORTH END OF KIM COURT AS SHOWN ON THE CONSTRUCTION DRAWINGS PREPARED BY BRISKEY ENGINEERING COMPANY, HAVING AN ELEVATION OF 40.57 4,) THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE AGREEMENTS NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND USE RIGHTS OF THE LANDS SHOW'N HEREON, 5.) NO UNDERGROUND INSTALLATIONS, FOUNDATION FOOTINGS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED. 6.) THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, CHAPTER 61-G17, FLORIDA ADMINISTRATNE CODE, PHILIP R. YOUNG GRANT (PB. 1, PGS 35-38) GOLF COURSE LEGEND riJ = CABLE lV. RISER N oCO = SEWER CLEAN OUT o o " [] FH -<(- * o f rn <D w ::: UGHT POLE ::: MAN HOLE == SIGN == TELEPHONE RISER == TELEPHONE MANHOLE == WATER METER == VALVE = WOOD POST FENCE == CHNN UNK FENCE == 4.X4. CONCRETE MONUMENT = PER DESCRIPTION ::2 IRON ROD ::2 NAIL & DISK ::2 POINT ON LINE ::2 REINFORCED CONCRETE PIPE = SANITARY SEWER = ELECTRIC RISER ",. FIRE HYDfWH ~ :: ~ w ~ <( U (j) M -[i-- CM (DESC) IR. N&D P,O,L. RCP SS "- POINT OF BEGINNING FD. 4"X4" CM LSIIJ764 . .-1 If) ci If) M j " "t' :! ~~ --- . ~1 C) Z CURVE TABLE NO. RADIUS 1 368,65' 2 418.65' 3 205.99' 4 155.99' 5 368,65' 6 418.65' DELTA 04.21'53' 14.28'39' 04.55'58' 08.24'52' 14.28'39' 14.28'39' ARC 28.08' 10~. 781 17.73' 22,91' 93.151 105.781 CHORD 28,08' 105,50' 17.73' 22.89' 92.90' 105,50' CHORD BEARING N,56'45'05'E, N,51.41'43'E, N.41'59'24'E. S.40.14'57'\,/. S.51.41143'\I, S.5" 41'42'\,/. NORTHERLY BOUNDARY LINE WINTER SPRINGS UNIT J, PLAT BOOK 17, PAGES 89 & 90. SKETCH OF SPECIFIC PURPOSE SURVEY OF WICKLOW ESTATES POINT OF COMMENCEMENT NORTl-ICAST CORNER W1NT[R SPRINGS UNIT J, PlAT BOOK 17. PAGES 89 c!r 90. H A - HARTMAN & ASSOCIA TES, INC. 1!!!3 EJ ~~, ~sU, SIJ~e'fOrI & ~ent coosultaots ~~ ~I fASf PM STREET - SIJfTt 1000 - <>>VKlO, ft 32001 m.rpuc~j( (401) &->>-3965 - rl-X (401) aJ9-J700 ~ 8l.JSM:SS NO, #5a 14 Job No: 97-30',00 Cadd File: 97/35000(01 Field Dote: 12/-4/91 Drawn By: LEJ Field By: OCR/TON Field 8k/Pg: 121/18 Lawrence E. Jenkins Professional Surveyor and Mapper Florida Registration #5364 Vanasse Hangen Brustlin, Inc. Transportation Land Development EnvironrT1ental Services 1.35 West Central Boulevord Orlando, Florida ~)2801 407 8.39--4006. FAX 407 8-39-4008 PREP Ar~ED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa, Florida 33611 813 202-1313 ----- ---------------- -- ---~----------- ~-- ---_. -.------------------ ~------~~- ---,--- -------------------- ---- -. -------------~ ----- --------.-------- NO REVISION DE SIGNED f3 y DR/l......N BY -_APfL_ APR DFTC CHECKED By PPvo --~---------_._----- APPROVED BY WAS 2 4 98 SCALE DA TE 1 u = 100' PRO~JEC T TI TU WICKLOW ESTATES AT TUSCAWILLA WINTER SPRINGS ISSUED FCR Approval CRAVvlNC fI TLE BOUNDARY SURVEY AND TOPOGRAPHIC MAP DRA'I'w1NG NO, C-4 SHEET OF VHBCAD FILE NAME 587BSTOPO PROI.:fC r NO. 60587.00 -~:~~:', :p~o~~_~ sGBOIYISION nn-~o:"'" ~ WlC~~Ovy ({ST~!ES \' \ 2~,':S~ ,ACRE;S ... . \ \ \ AB_l~v / / / \~,/ ~ \'\", ",// ~~ , \\, .:. "'--' .. \' . - ~~/ \ J.v \ \ SOILS LEGEND @ BASINGER. SAMSULA AND HONTOON. DEPRESSIONAL @ MY AKKA AND EAUGALLlE fiNE SANDS @ POMElLO fiNE SAND. 0 TO 5 PERCENT SLOPES @ POMPANO fiNE SAND. OCCASIONALLY FLOODED @ TAVARES - MlllHOPPER FINE SANDS. 0 TO 5 PERCENT SLOPES ~+- <(-<() JURISDICTIONAL FIELD LOCA TED WETLAND TO REMAIN ''--, '........ " C\J ".... '........ 'X ------ ~ --..~ Q ~ o' -', -....1 " ) '- - - _ lJ... -------....... ill .....r m u CL o o C 10 ~1 PLEASE REFER TO FIGURE A-2 FOR EXISTING CONTOURS FOR WOODSTREAM SUBDIVISION / ~' - -I!.--- /~\--/ i( ( \ II ,_ /' I Ii _____ 'r-')2./ I ! II d I I il I I I I I I il I I I l) f /, /~'I \ ' ~ . ~ H .. C- o ill :.r: :>- / / ,,;. \ N \ . '\ 0 \ 0 y- " I y- Vanass-eHangen8rustljn~n~ fransportotion Lond Developrnen t En vironmen tal Services 1.35 West Central Boulevard Orlando, Florida 32801 407 8..39-- 4006 · FAX 407 839- 4008 --- / \ ~ (J) PREPARED FOR ELJH ORLANDO. INC. 3200 Lown Avenue Tampa, Florida 33611 813 202-1313 \ \ \ \ \ \ \ ~ J~ o .\ / \ \ // . . l. \ PREDEVELOPMENT DRAINAGE BASIN BOUNDARY \ \ \ \ \ 10 \ ~ ~~ \ 0-% ~ \ ~ C) G.: q, :..A ~ ~ ~,A )... ~ ~ ~ ~ EXISTING GOLF COURSE AREA OF IMP ACT 3.06 ACRES \ \ \ 3"OS . ~_..,;...JI ----37--..,- --------------. _.-~. .....-- .' -'- ~ - - '.. -38.------__,_ ~',- ..iO --:::_~~~ =-- ----+~====- >- .. . @ ---- _ _ _ AB-4 ___________________-=: _ -.. ~.. "-3 -1- / ., - 4J // 2 WfNTER SPGS 3/22 3/24/98 , '42 -...... 4J,___ SJRVtMD RAJ 3/17/98 3/19/98 __ __ _ _ __ 4,:>---- .. ____ ,,3- /- --.., "~" -- -"~fS - ----...........,'------ - -------- ____ ___,4-5----- -- -------- NO REVISION DA IE APPYD - ,--------44 DESIGNED BY DRAI'vN BY CHECKED BY ~E~_ _ CE~ __ W~S DFTG CHECKED BY APPROvED BY _ CE~___ WAS SCALE DA TE 100 2 4 98 ..-..'-- 46,,_, '- -- 4 ~_____, _..__ ----. 4(- _ -+ AB-2 PROJEC f n fLE .. ..4'" --"fl" / / " \ \ ~ ~9\ ,t, \ \ " \ WICKLOW ESTATES AT TUSCAWILLA ~ ~e, ~ ' ~9 :"- '" "" '~a ---'50--_._ --.......... Winter Springs ISSUED FOR (Q O'l m ~1 / / / / / <:) {<,; (~ / '-c' .I ~,t / r;){~ / ~(,Y , -IV {<,; (-q (l') ~f m o ~f ,....... ~1 C- o. ....{ 'r1 c- lL. " ~, I ~~ ..1 ~i.j O.c ~ 0::0) ~Q2 ~ 0.. , ~~: ~ 0- 00 '-" Q,R' P~\~ L r:. II ~ Ul ~ o C) ~~ (1_ Z 1-1 tL. ,....... co LO --- ~ if) z C) U ---l ....{ Z I-f ll... --- <{ u o --- o ....-( C) --- ,....... (Q m o (D --- a..: ~~-, ___ ___S:::: C 1 i.".:. :..'~,,;,.~~ ~I '-, 4 ...4-..:~.L........:L..O;""").,... --NO-RTHERN WAY - -- (80.0' RIGHT-OF-WAY) -'\ Approval / ",' "'> \ \ LEGEND DRA'MNG TI TLE TIME OF CONCENTRATION FLOW PA TH PRE-DEV DRAINAGE & WETLAND INVENTORIES MA D ITIIIIIl ~ ~ JURISDICTIONAL WETLANDS TO REMAIN JURISDICTIONAL WETLANDS TO BE IMPACTED UNDISTURBED WETLANDS BUFFER ~J:>S AB_2S0ILS PROBE LOCATION & DEPTH OF ORGANICS _.~ EXTENT OF ORGANIC SOILS " '. .,."....'"~''',~. SO I LS LI N E ..'-\..... DRA\V1NG NO. C-5 BORING NUMBER & LOCATION (REFER TO UNIVERSAL ENG. & SCIENCES REPORT No. 9708-82G) $HEE r OF VH8CAO FILE NAME 587FINPRED PRO~IEC r NO, 60587 N '0 o \ ..- II . ..- EXISTING SANITARY M,H, 1133 TO BE REMOVED EXIST. EXISTING STORM i[H 1114 DRAIN TO BE REMOVEO" EXISTING STORM l'.~-- M,H. TO BE ,v REMOVED CJ ~~ O~ ~ \ w ~ (J) r:' SMH 1191 \ EXISTING SANITARY \ SEWER ~.H. TO REMAJN AND BE MOOIFIED \ EXISTING SANITARY ~ SEWER TO BE (<) ~ REMOVED "'~~'\, <;j-<.) -~ /~ tf3 ~,,?-1j 4; ~ \ \ EXISTING SANITARY SEWER TO BE REMOVED \ \ EXISTlNG STORM DRAIN TO BE REMOVED \ \ ~V <::)~ ~Q) '?~' <lY vV ~ ~.J.. :-\ CO ~ t-<(." Qj ~~ EXISTING SANITARY EXISTING STORM M.H. TO BE REMOVED \ \ EXISTING STORM DRAIN TO BE REMOVED \ \ \ \ \ \ \ \ \ 907 Sq. Yds. EXISTING PAVEMENT TO BE REMOVED EXI~~G SANrrAR. M.H. 11/Y2 TO SE '\ '~EMOVED \ SMH 112 "" EX ING STORM ONTO BE REMOVED EXISTING STORM M.H. TO BE REMOVED EXISTING SANITARY SEWER TO BE REMOVED (PB LOTS J05 THROUGH J08 AND A PORTION OF THE COMMON AREA EASEMENT OF THE EXISTING WOODSTREAM SUBDIVISION 24. Pg, 91 & 98) TO BE REPLATTED 12 , I 1/ / 1/ / EXISTING SANITARY SEWER TO B REMOVEO ~ EXISTING SANITARY SEWER / / / (TO REMAIN) ~ / / / - ---otic EXISTING WATER MAIN / ? (TO REMAIN) ?C)"':> \ \ "- \ (,) ~ PHILIP R. YOUNG \QANT (PB. 1. PGS 35-~) GOLF COURSE \ EXISTING JARY SEWER T BE REMO D ,,~)' EXISTING SANITARY / M,H. 131 TO BEl REMOVED \.---.,.-. ~ 1 -----..- -- - --.. -. --- - '~1 -- ,-'-EXI.5T1N.Q_.SIQRM ,'-- --- -'- __ DRAIN TO BE "....-..-3~ ----- J}-- ____ .~..:._:!4-,-- -REMOVED--'-'--JJ--'-- J' --____ _,_ .. -'... -- -.. _,__ __ 34 __ ____ ----- - '~---'---3'5- '\ ''-....,.. ~-- SM Ff--,I11 --.c_., --31 ---3,s --.___ ----- .--_. ,., -.... -- 36 ,-- --- -~-_.- - "- 37, __ __. EXISTING SANITARY SEWER (TO REMAIN) ---,---~ ---~ -__ .~39__--,---.-- EXfSffN<l- STORM~~~:: _ _'~~ _ __ ' ~- -___ - ------- ' - -- -- '- E --------__ ------10--______ 'M.H. TO_J3 ___ --41 -'__ -.------ -REMQ~D-' 3' -.. --- - ---- -, ~, - . -- ------ - - 40 -............------------ .,. -- ........................ -""/ --._----- ----- '.'41..____________ '.....'--.-- ~ S'MH-....-/~ Q EX\ST\No............srORM DRAIN TO --at. #:, REMOVED AND REPlACED ~ (SEE PLAN ANI),P-.....~?FILES) ~ -- J ~-. ---_, ,_, _4.-'--" -,-' , PROPOSED SANITARY SEWER SYSTEM EXISTING SANITARY M,H, IJO TO BE REMAIN //' /\ //,SMH 19 ~~ -4""- oJ _------....._' --------., .....-.. ____ __4-]-'----- - -- '. ----. ......, s.v<<TNf( t4H. " _/ -, ~2-_ 41--- -' 4)" -', ---off,. -.....--. fJ - -- _', ~. -EXISTINO- DRAINAGE INtg_. TO B~ RJ:MOVEo-AND~iREl?tACED ~ ..---'~ (~&-- PLAN-- ANIh-e~OF"I~ES).' '" - " '" , · ~k "-", --.."" "'" '" /--------~~ "\~ \ _/ ,,_ __ A'3 ,-' -- -_/ / '----46 A~ ---- -.... .. .---- ~45--~ ----.- / / / , 4~ ---- - -,-, 4 - " ~ / . ..... ~6 - ,/ / \ . // .~ - - . ----~SMH,_'7 ~ ~y .'. -'., PORTJON OF TH( EX ISTINO"'., '\ '\ / WOODSTR~ SUBDIVISION 0\ -- "-", (PB 2~ Pg. /97 & 98) TO BE REPLATTED \ .->- 00 V' to ~ ...... . f'), .....'''-. .................,'. \" ,oJ \~ ~ ,~ ., \~\ "" \ \ ---~,--- / {) {) C IQ ,~--i c- o co :.r: :;.>> -" ~ ffi 0') ....... U) 10 iT) In tii ...t / ,-)) SUMMARY OF AREA SUBDIVISION W1CKLOW EST A TES WOODSTREAM (EXISTING SUBDIVISION) TOTAL AREA(Ac) 28.30 11.33 BASIN A B EXISTING GRASSED ~EDrAN TO BE I PAVE 0 ~ <.:> PHILIP R. YOUNG GRANT (P8. 1. PGS 35-38) GOLF COURSE ;;;.... 1'0 Z C o z 419 Sq. Yds. EXISTING PAVEMENT TO BE REMOVED '>: ~ ~"O I - .... - O.c ~~ o. 020 ~ NCRn'(R'L '( !30U~CARY liNE .V,N1ER SF'RiNGS lAM 3. L- PL'T GO~K 17, PACES 89 ,~ ')0, 39.63 Ol :$, u ~ W (:.) Z ~. ~ fR .,/ .- t.n Z o U .....J ~ 1-. lL. ......- ..-{ 9 Q u ......- r-... U) 10 g / li NOTE: NO MANHOLE PIPES PAVEMENT OR STRUCTURES WILL BE ABANDONED ON SITE. ALL SUCH ITEMS' LABELED FOR REMOVAL OR REPLACEMENT WILL BE REMOVED FROM THE SHE AND DISPOSED OF IN A PERMITTED FACILITY. __*___~_~~ ceN<:, ,~,lU< ~,-;:--~:- '-:-:.:..: ----'c-.:.--~--- ---- ------------ ~-NOlffHfRN WAY---'--- (80.cL-BIGH1-0F -'JIM) .. \ \ tlQIE.S 1) INSTALLATION OF SILT FENCE ALONG 111E PERIMEfER OF 111E PROJECT. AND INSTALLATION Of mE SOIL TRACKING DEVICE AT 111E SI TE ENTRANCE. 2) CLEARING AND ROUGH GRADING Of 111E PROPOSED POND. TIiE EXISTlNG STORM SE'NER PIPES AND SANITARY SEWER PIPES 'Mll BE AVOIDED. SO n~EY CONTINUE TO FUNCTION. 3) INSTALLATION OF A FLOATING TURBIDITY BARRIER AT TIiE OUTFALL LOCATION ALONG HOWEll CREEK. CONSmUCTION OF Tl-iE OUTFAll PIPE AND STRUCruRE, INCLUDING 111E SKIMMER AND WEIR, FROM 111E POND TO HOWEll CREEK. 4) PROVIDE PARTIAL CERTIFICATION OF niE OUTfALL STRUClURE. AND ROUGH GRADED BASIN. 5) DISCONNECTION Of 111E EXISnNG STORM SEWER SYSTEM (FROM WOODS fREAM) AND CONNECTlON TO 111E NE'M.. Y CONSTRUCTED POND. REMOVE STORM PIPEmA T CONFLICTS 'M1H INSTAllATION OF SANITARY SEWER FROM SMH#5 TO SMH#lJ. 6) INSTALL A SANITARY SEWAGE BY PASS SEWAGE PUMP FROM SMH#90 TO SMH #91 OF ADEQUATE SIZE TO HANDLE mE PEAK flOW Of 1875 GPM. , 7) BLOCK SMH#90 AND START BY-PASS PUMPING. TO HAVE AN OPERA TOR PRESENT CONTINUOUSLY. BLOCK SMH#91 FROM #90. 8) REMOVE EXISnNG PIPE FROM SMHI90 TO SMH#91. 9) NEW PIPE FROM SMHI90 TO SMHI17 TO SMHI91 INCLUDING 111E SECTION FROM SMHIJ17 TO SMHI13. 10) NEW PIPE TO BE INSPECTED, VIDEO TAPED AND TESTED, AND PARTIAL CERTIFlCA TE SUBMl HED TO FDEP. 11) UNPLUG SMH#90 AND SMHI91 TO REESTABLISH GRAVITY FLOW. 12) INSTALL NEW SYSTEM FROM SMHIIJ TO SMH#5 TO JUST SHORT OF SMH 113, 1 J) SET UP BY-PASS PUMPING SYSTEM FROM SMH#J2 TO SMHII17 TO PUMP 18 GPM. 14) CAP OFF n~E HOLE IN SMH#JJ 'M111 A CAP AND NON EXPANSION GROUT. REMOVE TIiE PIPE FROM SMHII32 TO SMHIJ3. 15) COMPLETE CONNECTION FROM SMHIIJ TO SMH 1113. INSPECT TEST, VIDEO TAPE AND CERTlFY 111IS PORTION OF n~E SYSTEM TO SMH 1}13. 16) ACTIVE NEW SYSTEM FROM SMHI3 TO SMH 1}17. SElUP BYPASS PUMP FROM SMH 1130 TO SMH#4 TO PUMP 18 GPM. CONTACT CITY OF Yr1NTER SPRINGS FOR POSSIBLE PLUG IN SMH#2 'MTH PUMP ON STANO BY. 17) PLUG SMH#2. REMOVE LINE FROM SMH #2 TO SMH # J1. 18) CONNECT SMHI2 TO SMHI3, INSPECT. TEST, VIDEOTAPE AND CERTIFY. 19) ACnVATE SMHIJ2 TO SMHIJ4. REMOVE BYPASS PUMPING OR PLUG. 20) CONSTRUCT DOGHOUSE SMHlj1 TO SMH#4. INSPECT, TES f. VIDEO AND CERTlFY. 21) SETUP BY-PASS PUMP FROM SMH#88 TO SMH#4, PLUG SMH#88. 22) CONSTRUCT flOW CHANNELS IN SMHIJ1. REMOVE EXISTING PIPE. 23) ACnVA TE SMHl1 TO SMHIJ4 REMOVE BYPASS PUMPING. 24) REMOVE mE REMAINDER OF niE EXISTING STORM AND SANITARY SEWER PIPES AND STRUC TlJRES AS INDICA TED. 25) ALL TESTING OF SANITARY GRAVITY SEWERS TO BE PERFORMED AS SET FORTH IN HiE CITY OF 'MNTER SPRINGS TECHNICAL SPECIFICATIONS lATEST EDITION PRIOR TO ACCEPTANCE BY mE CITY OF Yt1N fER SPRINGS. 26) ALL NEW CONNECTIONS INTO EXISTING -~ SANITARY MANHOlES 'Mll BE PERFORMED BY CORE DRilLING. 110A '( \ FLORIDA POWER & LIGHT UTILITY EASMENT \ \ \ \ \ _-0 H \ \ '5 \ \ .(~ \ \ '.7 \ \ '"" ",,') 8 \ \ \ \ \ \' \ \ \ Vanasse Hangen Brustlfn, Inc. r runsporto tion LoncJ Developrnen t Environrnentol Services 1.35 West Cen trul Boulevord Orlando, Florido 32801 407 8.39-4006 · FAX 401 8.39--t1008 ------....._.~--_._-----------....---- PRE P ;\f~ E 0 F 0 r~ ELJH ORLANDO, INC. 3200 Lawn Avenue fompa, Florida .3.3611 8LS 202--1.313 ----------_._----_._-_.._-------~ -~- --------~-------- 3 Yr1NTER SPRGS 5/4/98 5/4/98 2 'MNTER SPROS 3/24 3/24/98 Q.C. 3/16/98 NO RE VISION 0/\ TE APPVO DESIGNED [3Y DHA'IvN [3Y CHECKEO OY __~~~__ ~~ _____ ___ WAS_____ onG CHECKED BY APPHOVED I3Y CE~_______ -______'!JA:L_____ SCALE DATE 100 2 4 98 PROJEC r TI TLE WICKLOW ESTATES AT TUSCAWILLA Winter Springs ISSUED FeR Approval DR,\'v\1NG n TLE DEMOLITION & UTILITY RELOCA TION PLAN ORA'NiNO NO. C-6 sH6:r~"()f' -----~ \1iOCAO~l[(7iATJE---- 58'7FINOEMO ----_._~._....-- ~~-~--- FI~O,.JEC r NO, 60587 A8 --1 48.7 AB-2 47.0 AB--.3 45.0 \ AB-4 40..3 AB-5 .31.2 \ AB-6 30.5 AB-7 .32.0 8-1 28.0 \ \ \ \ \ \ \ \ \ -COMMON AREA (EASEMENT) b o N \ :0 'I' n J 1.. :> J i3 'i \ r- II t (v<V ~-\ "'~~'\, ~~0 _~-\ / ~C) ~,~-1j ~ ()<v' (y0 ~C:J<V v~ t') ~G ~~ ~v ~ ~". ~ ~<Q ~~' lY CJv ~ ~\ ~\ <Qcfj ~V ~ -\ ~ O~ ~~ /.~' (j ~ ~v ~ O~ ~~ (j<J \ \ \ r- ~ CJ) \ \ BORING NO. INLET-53 \ \ \ \ -PVC CONDUIT ONE EACH-2",4",6" INLET - 22 S.MH#13 \ STRUCTURE 1-60 WEn.AND TO REMAIN INLET -12 INLE T -5 \ W[11".A.M) eVfJ[R - .MH#12 NLET-25 FIRE HYDRANT PVC CONDUIT PHILIP R. YOUNG \OANT \ (PB. 1, PGS 35-]3) GOLF COURSE \ \ '( 10/ '\ \ WOODSTREA (PLA r BOOK 24, PGS. 97 & 98) INLET -.38 INLE T -.37 NLET -35 SEE SHEET C-J TYP. VM'T SEe nON CUL-DE-SA AT NANCY CIRCLE AREA TO APPL INVERTED CROW (SEE SHEET C-3 ~,-., __-.46 4.' 3 ~ 44 NEW PAVEMENT AND BASE SEE SHEET C-J TYP. PVM'T SECTION INLET-45 ,/ PROPOSED SECURllY GA rES SEE LANDSCAPE PLANS FOR KEY PAD LOCATION AND PHilLIP R. YOUNG GRANT GATE DETAILS (PB 1 PG ) ., S 35- 38 " GOLF COURSE EXISTING WE TLAND TO REMAIN WOODSIREAM (PLAT BOOK 24, PGS. 97 & 98) ~I -j ~~ (1':0 I . ~~ <). (20 g -" N Wl I'>-n~ UNDISTURBED WETLAND BUFFER PVC CONDUIT ONE fACH-2",4 ",6" Lh AB-2 -r AUGER BORING TEST LOCA liON >:~";;_:~'~~:r'::f:/~:;~ ,," --. ---- '-- -------2'.;(;'1' d1,;. I';~~'~--- __.__ ~._~--=--:_2?' - -'. "o';-,~_..::-=--.:== ---.-- <t~~_:=~_=-~--~____ - - -..:.6 ---------~._.-------.- N.oRTHERN WAp - ,--., -----@Q!.fL.BIGHT-Of-_WAY) ----- ------- - --- - -- '- '-- ---------...--- SUM.MARY OF SOIL ~'NG INFORMATION --------- Vanasse -R'onge~Brustlin~--'TnC:-- T ronsporta t ion Lond Developn1en t En vironmen tol Services 1.35 ""est Centr(]j Boulevord Orlando, Florida .32801 ~.~~~_?_~~==_~QQ~_. F A~_~Q2_~}_9_-100_~_._ PREP Ar~ED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa, Florida 33611 813 202-1.313 ------. ESTlMA TED GRADE ELEV (FT) DEPTH TO WA TER TABLE (FT) DEPTH TO EST. SEASONAL HIGH WA TER TABLE (FT) 7.0 7,0 6,5 J.O 5.0 2.0 2.0 4.0 NE NE 9.5 6.0 8.5 4.0 4.0 6.5 FLOF~IDA POWER & LIGHT UTILITY EASMENT ----- --- ------------ ------- ---~- \ -----'--- _._--~--- ----- --- ------ ------- ------ -------- -- - ----- ----- --- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ------- ---~---~--- - ---------- - "'- -------- --- ------~- --------- ------ ---- - - ---- ---~------- --------- ----- _._----~ .-.-.--- --- -.--- - -- -- -------- --- ---- --'--'--- --- 3 'MNTER SPGS 5/4/98 -.-----.- _._---------_.~ -----~-_.__._~.._---- _~__~~~~~_ SPGS 3/22 --_._----~---~---_._--- Q.C. 5/4/98 ----~---- ---- 3/24/9 --.----- -- 3/15/98 --- -- ----- - ----------------~--- NO REVISION DES~G~~~y___J~R~l~r WAS OF rc CHECKED f3 T APPRO~D BY --------.---Ct~._____.____.__ __ WAS SCALE OA-~---------------- 100 2 4 98 PP\V pr~o~(c r TI TLE WICKLOW ESTATES AT TUSCAWILLA ~i~te!:_Sprfngs -.------------------- ISSUED FOf~ Approval -------.-----------.-..-------.----..-.....-.--- DR A \V\NG II TLE OVERALL SITE PLAN CRANING NO, -C-7 $I~E( '---:-cV-- ------ \1H3CAO 7i([-NAM-('-- _ . ~~7[I...NOVSIT PRC)..:€C r NO, 60587 20' DRAINAGE_ EASEMENT r..o ....t In u u. o o c (0 ..-. C- o cO I :r: :> rn U) .....1 ill c:> ~ ~ ...... "'1' <> : >- It) Z C o Z c.n 3C o ()... o ~ ~ J.-.. ~ m .;./" ..- (J) 8 ...J ~ .--. ~ j c) ;./" c.,) ~ U /' ~ W 10 C;) '..0 ~ .,/ it: . POINT NORTH EAST RADIUS(FT.) - 62 6560.953 5688,248 15.00 61 6556.044 5795.909 45.00 60 6558.935 593J.370 2 ,00 59 6501.002 6079.995 1 .00 58 6668.736 6058.425 57 6843.779 5971.859 56 6810.549 5902,204 55 6744.349 5829.667 54 6682.698 755.744 53 6694.338 5669.665 73.00 N 15' ACCESS & SANITARY EASEMEN T b o ...... II st ...- COMMON AREA (EASEMENT) 15' ACCESS & SANITARY EASEMENT ~ Ul <v*- <<- <<; CJ 15' ACCESS & SANITARY EASEMENT ~o 15' DRAINAGE EASEMENT 10' ACCESS EASEMEN T 50' BUilDING SETBACK r FROM NORMAL HIGH WA TER ~ / ;' ~ / ~ / / C.L. ROAD "8" STA. 40+82.46 = C.L. OAD "0'. STA. 65+57.66 20' DRAINAGE EASEMENT 20' SANITARY C.L. ROAD "8" STA. 34+60.36 = C.L. ROAD "C" STA. 53+82.43 20' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT N 6454.0925 ~ 66J7.~937 (4x4 eM) 15' DRAINAGE EASEMENT .~ "'RADI~12 INT ~~~~/ ~ ""~ / / ". / / / /1 / ',,-- ,~", ----- " ", ~' '-- / ' '-. -'---.. / 'flOOD 1fE:~ "j/ II SUBDpJISIOt\LI'- ,< ( / / / / / /1 ---....---.... / '/ ---"""""'- -------------.. ---...::::..~ --.:::: '~~J 15' DRAINAGE -EASEMENT / / / -.... / 'J... '-.... '-" '''--, C.L. ROAD "A" STA. 25+01.57 = C.L. ROAD ' B' STA. 30+00.00 MINIMUM BUILDING SETBACKS UNLESS OTHERWISE SHOWN FRON T: 25' BACK: 20' C.L INTERSECTION NORTHERN WAY AND RICHARD ROAD STA. 10+00. 0 '"'" ~ o ~~ ~? ~ )~ . ....- ~~ I lEi j N 5585.9831 E 6084.3239 ~ N ~~l p~rH SIDE: 7.5' SIDE CORNER LOTS: 20' NORMAL HIGH WATER OR ANY LAKE OR BODY OF WATER: 50' FOR PRINCIPLE STRUCTURES LOTS 24 THRU 30: BACK: REFER TO PLAN, THIS SHEET POOL, DECK AND OR ENCLOSURE: 10' REAR ----- c.-~----- .' + ~-N,6RT-Hfj~N WAf8 .-. ,. --- __(80.0=---rirOHT -Of -'!lAY) _~~_ Vanasse Hangen Brustlin, Inc. T r(Jnsportat ion Land Development En vironrnen to! Services 1.35 Wes t Cen trol 8oulevord Orlondo, Florida 32801 407 839-4006 · FAX 407 8.59-4008 PREP Af~E.D FOR ELJH ORLANDO, INC. 3200 Lawn Avenue T <Jmpa, Florida .33611 813 202-1313 --~_.--~-_._----_._-_._-~~.__._--------_..._-------- ----, ---- ~--------------_.- --- ------ --------_._---------~ ----- _.- --- --------..-----.--------------.------ ----~~ ---- 3 WINTER SPRGS 5/4/98 5/4/98 ---. -------------------- --- -'1 2 WINTER SPRGS 3/22 3/24/98 --.-----------------. .----- - O.C. 3/15/98 NO RE'vlSI0N DA TE ,-\PPYO DESIGNED BY DRA'\'vN BY CHECKED BY ---.~.E~___.__ _Ae..R ___ __ w~___ OF TG Cl1ECKEO BY APPI~OVED BY -_______..J;_F;_~_____. ________ _____~ A~____ SCALE DA TE 100 2 4 98 WICKLOW ESTATES AT TUSCAWILLA Winter Springs ISSUED FOR Approval DRA'....\NG TI TLE ROADWAY GEOMETRY PLAN Dr~A'.v.NG NO. \ C-8 .' \~ 1t SI<EEr~or~----- . I J~~ ~~~~ ""oeAD FilEN.'i.iE---- L \~r 587FINRGEOP J' ----------- PRO,.:EC r NO, ' A. Stuebe P.E 60587 ~ ~" / / / '~ .,,~""" "'- ,~.........., ............", '.......... '------..., "'''' ~ "., ''',,- ~ . ........,. .......... '..0 "'l 1.0 ~ C) o C IQ ,.-i L ,..) u:r :r: ::> to ' 01 U1 ~f <.0 try <:) ..-f r' ...--1 'I" o ;,;.-.. IU Z c: ~ 01 ..JC U d ~ ~. LL ~ CR /" 1--- U) 5 (J _J <{ Z r-f lL /, ~ u o /" o <c( u ....... r- to In <:> (0 ....... a: "..............'" " '''-. .........., ---........ "- ". .......... ---------- ----- .....~--... ---....... -..--------- -------------- ~ I L-- ,\'~ \ ~,- ~ . - ~ ~. . - - - --. . .-- --~ - " - --- -- " -: -- -- --- STA: 24+56.61 OFFSET: 10.00 L- STA: 20+71.32 OFFSET: 20.00 L STA: 20+72.50 OFF ET: 2,00 L STA: 22+97.78 OFFSET: 10.00 l · 24+00 /./' Rdl990.0q ,- _/-- L :::: ~?,~ ~_~ 'f -,-,-----'-- -- -- --- -- 6" YELLOW EDGE LINE STA: 20+32.92 OFFSET: 16,28 L 6" DOUBLE YELLOW . R~1500.0q OQ-- _____- ___~~1 JJ~J7--------'--- 2-t- STA: 20+40.53 OFFSET: 2.00 R -- 6"'WHlTc'SKIP 6 24" WHITE STOP BAR '--.--7-- ------- / Ii 6. DOUBLE YELLOW / / / .I / ------ -- -......-""-- / I \ 4 _ __. .__ , - EXISTING MIAMI CURB j II STA: 14+32.80 OFFSET: 5.95 L 6" YELLOW EDGE LINE I / / / TYPE A CURB STA: 13+21.77 OFFSET: 3.24 L / I / I / , / -....,"-...., II ..........., .""~,, '........--.. C.L. INTERSECTION NORTHERN WAY RICHARD ROAD STA: 10+00.00 ~ / ('" I -..............) <--..1.....) /) ~,.. )" / / (_J I ,,<~,~~ ,r(/) ~/.j '-",\ ...~........ ", --) I', ~-- ~ (j / ,,~... .~5 " - "'/1 \.( '(j I II 23' .... ...... 00 N ~ I I Ii Ii 11.50' 11.50' 11 II EXISTING V MIAMI CURB I II \ I II I, \ \ ~II 811 I I II II II /I II II ............ ........... --.., '...... '......, -......." "--.." \ \ I I I i I I, ~ ~ o ~ ------ c5 ~ / O:::,+- 00 (k:1 <(+oJ ::c-g, () t- -~ ~ i ! I , I I JI ---'1 ]1 11 \ I II , I I 11 II II I I h N 1+ I 10 11-<:) I \ 11 I II ll~ 116 110 II 80 s.f. ~ , W (/) ~ t-- ~ ~ a. ""- o I...J z 0 >- ~ t-- <( - W...J (j W ~ I~ (/)0 Wo::: Wo (/)l.L C;;A \< \ tJ p\y ~-\ ..--- . o I 00 ft o t o ro '-" _~ ... 4" PAVEMENT MESSAGE DETAIL NTS L \ ~~~~-= ~~~=--~~~ -~=...~=:~~~~=~_. --~~-~._~~~,= 'L--~:::":L___ ____ - --- NORTHERN WAY (80.0' RIGHT-OF-WAY) NOTE: THIS PLAN IS FOR A KEY P AD AND GA TE FOR WICKLOW ES-r A TES ONLY. :'=~':~-'_-=~===-=~~~.:f ~ -_._------------~_._-+.__.- a --+~ o _u_...__ Q,-- -.-,------------.----....- .-----_._---------+--- Vanasse Hangen arustlin, Inc. fransportation Lond Development En vironmen tol Services 1,35 West Central Boulevard Orlondo, Florida 32801 407 839 -- 'l006 · FAX 40 I 839 - 4008 PREP Af~ED For~ ELJH ORLANDO. INC. 3200 Lawn Avenue T arnpo, Florida 33611 813 202-1313 3 Q.C., CLIENT REV. 5/4/98 ----- --_.__..--_._._-------~-_._- -_._--~ 2 WINTER SPGS. 3/22 3/24/9 ----- -------..-.------------ ---_._-- - - - --- Q.C. 3/15/98 NO RE'wlSICN DA TE \PP'w1:> OESlGNED 8'1' ORA'tiN BY O-iECKED B'( ______________Ae~ ____ _GEG~___~____ DFTG CHECKED BY APPROVED BY __C E,C___________ ______'_____~___.__ SC ALE DA T( AS SHOWN 2 4 98 PRO,.;EC T llTLE WICKLOW ESTATES AT TUSCAWILLA WINTER SPRINGS ISSUED FOR Approval DRAWiNG n TLE RICHARD ROAD IMPROVEMENTS a ENTRANCE DET AI CRAW1NG NO. C.-.9 . VHOCAU-fllE NM...iE~- _'__ 58]FLti~~O~Q PHl)v'ECT NO: 60587.00 ~ STA. .~ OFFSE~! +,4J.4J 1--41 ' 5,50 R T'(p p 1 _--- '~ --- TOp f:i-- NW IN" E'lJ' J9.90 , 6,20 ...." ~--- - ''---, ""'-- --- % __ ~_~ ~ HOPE @ Q.~,~ 0 \73 Lr ~ 1 "', '. ~ " OS g'f:""'AN '" ,0 'sr ' ~ ,3S og g~ 'I\] ANt M', _____.'" 13 dOl ' ~- . 'BQN." '_, ~ L 0 '99" II .."r -I "". ':J (lVOl -. , L g'"7 .13S-JJO, 1 7'" -"OWJ3SH3ii1. ~~~r :IllS" 9g'~r . ... """ 99'~r ,ANI gg.~~ '1\3 ANI s ~1. ", . , 'l~ ' -- . r9'Or+~r' 0 0 6/1 'frt.i.J ViS " NVS ~1 ' , . ~ JeJOI1 '6 OJ "\I ',,- Og'sr/":"/N'- ~, -"It} dOl 1 -d 1dAL ',,- '7 og'g t: sr--/, , 66.~~+tr~:JO dO~ %L6'0 @ '-- " g L tV J, _/ ............, --.lr'Cr "'- ",. ,(/: 6 - lr'/1~g.~ '''Nt J ---------.: 13 dOl "'. L -d 3dAl 1 OfJ'S 1 ' . lr-, 00 'Sg +01' '.t;JS--JJO ~ 'ViS 9"g'6r . OS'OIl ,ANI 'N ". 99"6 ,ANI M L r.vv .J '''NI S -__ 13 dOl ~-'------ 1 -d ]--- . '., dAl ~ Og'g~J !~ 1 r-I OO.gg+ifv~JJO %Lv'O @ r- .ViS'1~' . ,,91 "J..'..Jl d:J~ ~',~L .". <, "',-., ~.., 0 ~{' --........., ......... " ........ /~ 1/- /--- ~- ! "T1 / -- ---'-' ~-- 11'.-" I / //~~- j,- ../ : / w / 0 / }1 / / I , t '. .' J- ---- I I- I I I \\, "', ~ " WATER .-,.-- ..- (TYPICAL , ",,- " ......... ~, SAN)~ --., '-1,9., TA' .H. 116 '-, '- If · 21 +2B62 --., ". . R. r. '\ '" '- P EL~ INV. 4 ~648.58 "\ . 9 \ /~ /1. \ \ /l~)w ./ ~ 1-64 !'loa ----. TOp ELEV WIN" J8. 41.00 . .90 .11() N .p.. . \.. <I r' .:J. , \. /1 S'1.).. .' ' <, "on1+: 20+08 , fSET' 41 ' , 1-48. ,2 NOa TOp E Sf 1M! L. 49.00 N INv ' 40.49 , 40.49 4~3.. '\. ''\ '\ \.. \ SA TAR' SER ICE Y(~tWf:R , , PtCAL) " " y 6, _-./ // / \ , \ - '--- " J- -- ,/ 189 LF tv 1 / ,.~;r ~--:-:-7~__ - - -.-.- ---- ,/ ~ ~,~/ ~ ~"~, / "'-, / ~ ZJ ~ ()<0 "--.... - \; .. ~ ~ I <.!;3{;;" '--... '-'~ (". r-"\ '~/' \;:" c]v' t..-J '~ v(;;< d 1 1/ "'",- 0:::: II ~ ~/1 ~1 ~~ /1 o~ I; / I ~I r;; ~" l 1\ ~ \ N\ ;1 o ~I @ ~I (II ~L // . WAr SE ST A. (T'(PI J\L) RYleE - - OFFSt~?~~89. 67 1--47 ' 't90 R \\ 1YPE P-l '''-, ----.... ....... ,TOp ----.-______ ", /t IN~tt' - 48,77 NW . 41.5J _' V. 41.0~ \, , , ',-. :\ t) 7 jf (4/,; --- '__d" - ti- 1/ _II .~ .1- II O. 0' {I II 6")( 6" / FIRE HY"JEt vASS~MBL yRANr l I STA. 2 OFFSET? + 78. 74 1-29 . 15.50 R T'(PE p-- 1 --- rop tLEV;------ WIN" 4'1 46. 1 7 , .J2. STA: 25 '.' OFFSET' 01.57 I-JO . 15.50 R TYPE p_ --'-~-- /5 f~~/L4f.v. 45,28 r: N INV. o. J "..,J . 40. 0 SAN M sr,A. .H. /17 "1, 27+J 1.26' RT I,J7 ------ ' TOp EL;-------- SW INV, J.9.6,~,28 1 , . \) I' TA\ '\-- FFS\~~+79.20 I 46 . 19.J2 \R I PE P~ 1 ;f..J .j/ " '-, -' ". -'. c/q ,/ v \ --" ) -' I I I I I / "" I "-- ,,{ '\, / STA' 2 OFFSf.T~+,86,55 1--45 . 64.75 R Nos ' ~ E:INV. 44 '950.00 N INV 4 ' 4 , 4.94 " 260 LF 10" HOPE @ 0,38% - --'I ,>'< \., ) 200 LF N , / /1 /, I! \ \ \ \ I ~, .~ \ \ ST A' 2 OFFSET ~ + 78, 74 1-44 . 160,00 R NOB -------- TOp EL ------- t IN" ~' 48,00 W INV ,70 . 45,70 U II \ \ \ \ \ \ il i II,' Ii :' --4 If <H '1-/1 [6 I t- Ii I !/. I'! 'I I, I II~ ROAD "A" -5,5-- --,-'.~ ..~ ISTING ROUND ~. (J) ~ ~: ~ .J (!) 0:-. o N 'm .~ .+ ~ -- ~-........;( -- --~ ~ v ~ <Xi ,..... -+ <D ~ --;( tl co .... r;i ~ o ~. .~ o <'f ~ ~-~- ..t ~ N \I II ~~ ~ ~ , - PROPOSE GRADE (PGt). .~ I m...... . --fi ~ ~ II {3' II ---1 , . ' ~~ ....J ~ ~.~ ~ LaJ--- - --.. ~ . .. .. -.' ~ - ~ cO ..., LO U ~ o t:J c: ClJ r-1 L a ~' . . 0.92% -- ----' - -- .150% . " A r:. ISSUED FOR ---------~---~-- -~--~----- ---------- ~-~~----- Approval 45-_ 13" RCP ~ :> .. _'1~w'.~CP.. -.. . . 12" HOP 8" ~ ~-EVC-~.1 t7% . " PVC. ' 8 N ., 0.92% r..o C)') U1 ....i 24 .. HOPE-- r---= ....i -- ---- ----~ ~ ~~ .- X' 0) ~ ~.~ ~> ~>z' l.~ <Ii AO_ ~ o-j .....i ""-J' <:> ~. ,.", o - ,-' ._- ~~, ~~ ~Ol' j ~ '.. ((), >. --:1:'. - I .....: r! . . '-- - _. .. -, " ~>'..c:; .' .' . -' 'z ...q- ...... '_.~_... ...- . -, - t.~ S . ,.._ .-~;;:lIt ~ > . ': - -. 1 iw--__~ ~ . fJ . H~ .,' . I ~.- -- _ 8 -~~ . >> ~ ~!i 1 wz ;;,.. ;? c o Z. 35 '. 00 ' ~ if) l(} ~N " x'" · ~ "" ~ If) ff) , --~~.~ ,., . Ol ;$ d I.J (J) C 'r1 .~ r-.... (l) tfl /' r-- Cf) Z o ~ u.. /' -c{ .' U C.) /' ,0 ,~ (J /' r----. ~ <:) ;!3 ("1: 3JL_ ~25-- ~~- .~~-~- , ," ~~ . -00 ". - . , ~ l()", ._...,~, ,- o ~ ~ fJ' ~ :d f' .' v __ - ~~. .. ~ ~- ,. - ~ '~t6 . '. " ?j ~-~':~~." ~ ,~'fi' - co - ,--' . . 01" --..' . O'J . ---....:q sr,' -- ..-"~ ~.:. -...---0C1 f'..... .. ,-- ~ ~- .'. --. ~" .. .---' ..' ()) a\~' .... ." ())~_. , '-:.'.--~ cd:,~~:'..,~--- :. -~ ~-,~'~'~,':~."-~,'- ~ ~ . -- '::, ~ V:~',~--~-: -.' '-~ ~- ", -.._-~_.." - ,.. -..,...,.,- , ~ '0)" ,--.. CJ ..' --.' ~ . ~N" .-' .r:".. ---, -- t1- 0) · .. .. .. 00 . ... . .. f" - . _ . ~ f'.. -- .,..~ <0,,-- -..' ,~co, .. , ~ __ ......v- ,--- . -~. ~ '" "~' ,-- . ~ ~ . . . r"'... -..I/) . .1 .~ . ~ Iii ~-: ~rtii'--~'-, .'. ,'. ~ iii ..,. _ ~. ....,'..' __.. v . - - .., _. T _ - -- --- 24+00 25+00 26+00 27+00 -r-~ 20+00 21+00 22+00 23+00 -' i ,.' . t Vanasse Hangen Brustlin, Inc. fransportotion Lond De'.lelopmen t En vironmen to! Services 135 West Central Boulevard Orl(Jndo, Florido 32801 40 l 839-- 4006 · FAX I~07 8.39- 4008 pr~EP ARED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa, Florida 33611 813 202-1313 N 3 WINTER SPGS, 5/4 5/4/98 -----_. _._-----~----_._-----------~-- ------- ------ ~--- 2 WINTER SPGS, 3/22 3/24/98 --- ._~-~-------------------- ---~------,~ -------- _. _~_H_9.:~~~_~~~~.:.. ~ !3..Q.~?J~~_h 3/1.6/98 -- ----~-- - -.--- NO REVISION DA IE \PP\IO fin--.- DfSIGNED BY DRA'IwN BY CHECKEO BY -. ____C~~_____ ____~f;C_______ _.~~~_~~___.. DF fG CHECKED BY APPROVf:D BY _______~_t~_____________ ______'!!~S ____~____ SCALE H: 1 "=50' DATE 2 4 98 ~ ~55-._. PR;J/ITCLKLOW ESTATES AT ---,5D---~- TUSCA WI LLA WINTER SPRINGS AQ_ DRA'N1NG nTlE ROAD "A" 35-- PLAN AND _3!L__ PROFI E I . l ' .I; __25-__ '..1 iOCA 0 -riC€NAME------ . 587FINST ------.....-~......----" DRAiY'!NG NO. C-10 SHEf~ f~--CF----"- PRo..:f;C r NQ. . 60581,00 I I I ~.I./t.) qj ~', I ~'(~ ) <i) 'J. ~-..~ ~ 45 '. ~ ~.~ I ^ 1 C5 l() ~i" dY ~ ~'~'9'J: 19. ~~0 0'. lV ~~ ~-\' - - &-" ~ - ~#'~ -.'---~1-- ---~ 'V V) ,/' / y<-v N // ,/,/' / --- /'" . ''(! .o(~ -~ / /" ~ ~'v r=- co I~ " IZ Iq ;U I~ I~ <0 I~ ... 't CJ) /-- /' / I / I I / I~ I_-ir ~~R~ ,o~..~ .y~ " 'J.Oj .<;, N 8' .QJ 'f.\ V ) r,/ / * ~> I ~"~ () ~~ ~:. I/~~. to.,. ~ () / (J....~.~. ~Z '.JA' '5J'1 06 / 'J. to.,. ,,' t /0!7.Q.VJ. il'?>:g~"5. () ~^~/ ,,,I- r;",() '~/f / " ~ /) -\> ~ ^) w-/ ~.~ ~ '9)' ~ ~ ~ I ,/ 0- ~'~ .;.? ," l.( -:t\ /~ <V ()' tV / 1)1 r / ~~ ~~:\. /g. ~,~0 ~~. ^5~' // . :x: ~ 0" ~ ' )<<:. &. ~ ~.~.~. /, ,//'/ l~ I ,/i,1 / " 0 / ~,~" ~,~ ,/ ' ./ ,m . 0' " 0 'J./ / , 10' l " ,/ / "" -~.:..-- ..J-.-..- L- -..L--- -- ''-Q --- //' ,,//../ 0.... '-"( ((~) , ~l- t ~I ~I ;1 o ~I :1 u ~ -.. ('V 8" DIP ~ (J1 r;;1 ~I ;1 ~I @t 1---..".4.0 ~ ~ o 0~ C)i~0 ~ ~~ ~L_ I I I I I ~ ;' il . ~~ <o~,~ .-\- ~ t! ~>,.! <0 ~~ 0\/ <0 ~ ; e-;:> i-~ .f!~ 0~ d:-\2 f-...~ & -$~ - v'14J ,_ / L' r .-/:..._-- )~ ~ ~~ <0' <\i ~~' ~to.,. ~ tj: b-- r~ S' <tj ~ fIJ 9)' 0& ~9J ~ CV ~ ~ ~~. O~ / ,../~/ /~ / ~0' ,/ ---/ // tp~~ // / ~/ A.~>/ ~~ .~ ' I,,' tV J...~ (y. v/~' / ~ ,.~~~ . " , 'I< to.,. , C5 iJ~(1f // ,If 1'..' / ,/ ~. q,)/ .,/ f-....i" I~ r..{ 0~ I)) 0/1 A> '" ~ ~. ,~~I ~ ~~ .~ I ~/ t.; ...... (0 ~~ Q' ~ S'';:' ^t'~ ~'. ~ A..' l(j ~ ~. "? 'V ~.. A' '1.(j> ~ ' v "'eVA' tf ~ Ii) ~.~. '" ()' 8- ~~~. ~/~J~ ~ -J0~~ ~ // cy , ",Q> ~. ~. ? ~" j.. 11 to.,. ~. qj t-.... ...... to.,. ~" ^j ~ ' G7'~' <;> 0j':f' ' ~, cy cf t} ......<$' ~.~. &~~ ~~~ ~ " ~) (j) , // li.f / ,/ (/ 0":..1 ~ ~9J I" . ^j ,~J <y 'J.~ ~ (Q . ^j 0' !--..~ 4,,0 ~ 0& 5"9J ~~, ,,~ ~~' "O...~ o \ \J " ~. ,'/ I / /\~o " ". / / /; ,1\ ' /" I o ~'v ~ ~ "'() ~ ~ ~() ~ ~ I ) I l/ I / (0/ ,/ ,I' ROAD "B" ,/,,/ '- -6D- ~ ....... 00 '!i ... , . .. . ~ ~. . ~ cl ~a. ~----- '= 33+.15, 5 . PVt. ~ =41.6 ,A. .,'~' -3.24 ~I< =,-jO.82-- 1 0.00. VC , ci . v ~~ ~"<o -- .,-...- --- ~.. PVI STA ::s 35+00.50 EVLEl ~JJ.5.L- f'. 'A.D. ' . 3.86 ~ ,.K ;:I 20.70 ~ O~080.0' VC . ~~ z~ ~'~ O:g , ~ fi .tg . l(j ~... ~ ~'~.~ . ,z (I) :r; 5D-- -14- (7) ~ lJ) ~ ". + ..~ ~. ~.. . - ~ - - :<-t .t) .. . l;:' -- -6:. .- --. 'I/) ..- ,. ' '. iii t --* ;/.. tA ~ ---~, 45_ + ~. ;;., tn ~ 0) ~~. ~ ~Q- :I: --J- ~ ~ ---......, --- ---- -- ---,------ - -,-~PROPOSEo_ (PGL) E---- -- ~ ill ...t 1O (J Q. o o c: (l,) .--1 t- O fa :r: > -1. --- --- .~ ~ -+ 1Il l*T ~, 4fi__ 18~ RCP g .~ ro u') (J') .... 35 .... (\J {ri .... --0.50% r-;. ..... ....f' <:> ~ IU :z. c: o 2'.: _~_3..L \ I --- , . . .- ", " i, . ..' ,- .. ,-: .'....'~' ~. '. -- " .. ':-:~-:,~~fP- ' '.. 'p' .. ...~-:._ ~:: ~g~.j] .'"'t .... .. ..~>> ~~~: :.~~- . . ..: :.... ~~ .~~ ~ ",- ~~ r;,~..~ ~.." .:: .~~'._" ,'.', ~:',.....'..'.~',' _ ,...,. -" ... ~ ,If!~ .. '.~. ..: ::l ~~~~.. . ..0 .. . . d'. :.~ .~~~ ~~ _._~ _ .... ....J.:i:iw ....d...d..'. .tJ~~ ~.~ . JO~ RCP VC @"0.40 Ol S o .... --~ -~:-.-, I <Xi,.. . > N .-.' r', ~ -- ~t ~., V - ~ lw!L lJ (/) c: ,,. t '~ f' (0 LO ./" }---.o ~ c> (J :.1 t1 u.. ,/ 4:t o o ....-' Q C) ./" f' ~ c-....> '.0 ....... 0.: ,., c: .:- . __LJ".L_ '~."' ...".' ~..,. r ....." ,', - :3J~ .' . ~., ;:?! '~~., iis~~ ':."," -.': . -"--- , D--. ~,'-- ': ~- , l() ..... . ~'~,' <O~ . ON " ,tt) t') - ~_.. OJ ~ OJ'- ",.~ -t1 0) O' ' ",- 0 .' r") ('I .. -.. '-1") ~ . 1').. '...' ~ ~ ~~. ::,. ~ ",' ~ 0)':' " ,-. , <0" ... .... <0 .,.... ,.'."." H . ~ ~,.' :.' . ~ "! d ~ ~ ~ ~ . ~ ,.... ~.. '~M -... ' ... .c. -, ~ fa..: - I") i1 '. . 1""'""'" , ~ tI)'.- . . ~ 'tj-~ .. ... , -:,',:.:::: -,' .:= '.. ,.~'. .. ._~. l() .t*J . .... ..,. . . '., .. "'"""".'. ,.- '-', .. (1) t, ..'. .. :.' . '..:..:~"-':.:..": ,~-: ',-- ..:. .,~ '!j,,: . .. ",""'''''' ,... ..... . ~ to... '., ,01 0 _,~ ~ '$--: ,"~. '. '.'~ 1 , ~ ~ "', ", ," ..~ ~ '.' .'...- ~ ~ t().. ..,'''' ,.--.' '"('.I' . . ~ ~. .,~'~,' . .:l1lf. ..-._ '__,."~~." .. ..' .. ......... .., ,.~' ' ... .. o. -..0011'\,'.'" ".. , l()o, .,...'. '~(JJ-' _..~~.~. "':'~d--,:.','~:_~'" .:' _..-~~ ~~--~-',._ - ,v ,__or..,' ~- " l~ _ "'..... -.,.,.o..---~ 36+00 34+00 37 +00 38+00 35+00 31+00 32+00 33,+00 30+00 0;0 ~~ U) ~ ~t <>> 11' <'! N J::= ~~.. ~~~~ --". /I. ___ S ~ ~ :<(~. "~- Iii fJ :<( w ~ ~ I~ Iii 6: . ~ - 8 "' ..".." "'15: pVC , -.8 , (0 oi :L ' ": q-.... "iN:2 .~ v' :> ~., N N 002: ~tt)..'. . . r" _ ...... ::>t::::. .._ "1 ~t.J - ~~.. ^ \ \ \ ~ @~ .v I <Q o~~ ~ & 1> V) ~ & ~ (o/V (V \ %Og.o @ da~ ,,9f I'J Jl L 9 L --------- -- -~ - ~ 0~ .'-.,f ~ c'f I '\J . ~ () :?' :--. ~~4>~ /:!) ~(j~ f~~ ", v~~V).f 10 ~~.~ r. ./ '\j . Y 0) , .'\J'V\.. ""v . ~ ~ ~'-~ ."o:~ 1 # 8> "~ l\J . ~ ~ ~ ~-~ 'VAo ~ I~ ~ ()" Gj ~ @ At~ ~~ ~ ~~~39.+~~.. ,__ ___ _. _40+0~_.~~~-= ~ 59 LF ('V 8' PVC @ 0.4 % , '.... o ~ ~ ';:y .~ ~ ~ ~ "~ ,~ ~ .~~ /:!) .~ ~ 00 ~~.~:; .~'Y :,~ I'>) . ~ 6 Ib ~ 'I- C5 Q, .0) ~ o 2:{;> ~ ;U o "'0 @ 1 31 1 ~I l 1 0;1 1 ~i / f~ @/ 1 gl ---~- J ~I ----- ~- , '-----. 148 ~l:F 9.><<- 0/C} ~ l() ~' y.. to.,. . $> ., ~ ~ ",0 ~I .~~ 4.0~ ~:9.>. C5 o &- lto.,. ~0 ~\~~' ,,~ ~"...\.. o ~,~ ~,,~ 0~ - ------..... Q.- ~~ ~~~. <fto.,. ~^-' ~~. 'r\' ~~ tf f-~ ..:y ~'9.>' 0/8> ~ CV " ~ ~ #'~, J.....O" ~ ~ " ...~ ~ r.o' Sf" <:5 ^" ~ "f- &,.1 (}) CV .", ~~~. , '^"'1 fO 'Of{" "" "- ti~" f{) :; Jh "'" 4j I :<.1 ,~ EXISTI G GROU'D .' 0.99%' ."_ ~-~~ ...............~~ 18-RCP-'-- 12" H PE . .,..INV. 9.00' 8" PVC @ 0.44% 24"~ RCP ~~ O' tt')N l"l.. ~~r.' , '0' · , .,.,~~. ", '~" O. tt') t') . ..t') ':'-"',--~ ~ .:~' :',. . ~ ~.. ~.~ 39+00 40+00 \ ...,. I \ ....., ? of( I ~ ~ \\., "', "-'--' \.' ~.~- I \ '-. \, \ ".' ":':~'~~:~j /. I /-.-' /// \\ \ \....,. / / / ~ O'f \. \...". I, / // .~ ~ /.:;y ~ \, >........ ...." / / '\J ~ ~...: 'Q '\ \" if / / .v~ ?j' <Q -&0 .. 1/ . ~.A~ ~J"..i .~~ . \\: 'V :~ V ' . \ ' ~".O; 'J.1l()\ "-I:~):~, ; ~ ':v ,,/ , .~ "~ . . _. ; ~_. -~"" ":! / , I,' ! :: I , "". " ~ i! \ ~ '. 'I \ I 'i \ / , \, I \ ',\ \ ' ", \ \ I I \ // --- -"'- Vanasse Hangen Brustlin, Inc. r ransportotion LIJnd Development En vironrnen tol Services 1.35 West Cen trol Boulevard Orlando, Florido .32801 40l 839-4006 · FAX 40l 8.39--4008 ---:..: ..--- -- \ \ ~,#o, ~~!h} -\-.t H...~O) "'r ~ ' .t ;ShY pr~EP Ar~ED FOr~ ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa. Florida 33611 813 202-1313 ,I -,'.J Z(J)(J)~ r'1 =E f11 0 _ _"'0 ~~~f11 . . . r l\JNl\J~ ~~ ~. Ou~VJ -..~<O~ (J) o , ' /1;' /' ..',,_ - , /-10 ,~ ~~ "'. ",. ~ I'i) ,,'f ;.,~, ~ t/ :,r1J . .~~ '~~r_ ; .~ AJ ;;:.' 9.> AJ ; ~~'~'f .$&v.~ i : .'" rS ~ ~ .tU.~ , , :, 1I~,\ 0) ~.~ (,) "v, V 0)\ p~ '- ;U;U(J} oo~ , . z dol . ~ I ~ (J)(J)X ~ ~. (J)~ (JIO ++ (JICO N (J) .. 0101 ~~ ~\ co @ ~ \ ~ l \ l\J~ ~,./'. ,j ~ ~ \ (.v ~ \ \ ~'~---- \ --...-.---- ~---- - ~ ,~-~, . '/ f. ::--.... ' () 0; ~ ~ 00 '? ,\ ~~ 0... ~ ~- . " .r'/ -);:-1 0; (~) tv - D . 'Y 6 .I\,.J tv ',~ <"0- .(0 . \; ,....... (,()~ q, r'}. -i'(" f11~:!l o~ I ~ ~'P: S I ~ ~~ :er;; NN C) <D 0.)('1 -0 l (:) 0,1) rf1 00:1: C; I / r I I I I I t I /, I \ "\ /\ '...I / '. \ \..,,> --- lY) to.,.. ~. '1~ ....... 0" (S i;j"'1 9. ~. ~" o 3 WINTER SPGS. 5/4 5/4/98 --~-- --~------------~----- -------- 2 WINTER SPGS. 3/22 3/24/98 ------- --------_.--~---~-~-~------ -----..--- - 9~~~_.Y!.!L.CROSS~~G __ 3f]_6/~~ __ NO RE VISION DA TE APPYO ~ DESIGNED BY CRAVvN BY CHECKED BY - _______~EG_______.._~C_____ __CEC_____. DF TG CHECKED BY . ;\PPRO\f.O 8'( .,------..-u.~~~____._____._______,___WA~______ SCALE H: 1 "=50' OA TE 2 4 98 (J) ~ ., . ..... ~ +;J) - v /I 'II ,(~ ~~ Q-~- PR~711CLKLOW ESTATES AT 45-_ TUSCAWILLA WINTER SPRINGS 4D ISSUED FeR Approval ~______ _3.5 --...:..,.- ROAD "B" ~ PLAN AND PROFILE ORA'MNG TI fLE -- -- ~ ~ 25 '15'.',PVC-, x' tf5 INV. 2J.60 . ~ r'.~ . ~.~ CRA'y~lNG NO. ' 2D- C-11 0) ~'.'.._~~~: ~'..". "0 o .. .-... 'rh .., .'.~" ~ ~ ~= ':.~,"'.'=" . tt). 41+00 '\1ioCJ\O~fllE, riX"ijf---- 587FI'NST -'-~----'.--+-- _....---,...-- PI~O.:((; t NO, 60587.00 . ' 42+00 5_ f, I, 1 ~ I co ~ ,t.r) U 0. o -0 c:: (1j ....... ~ o ~ 5= I- I l t L co cry en - co lO co - ~' ~ o ~ ~ :!: c o ~ C" ::>: ~ .A.,,) ~ ,.... ...... - !'-. co \.0 ..- '-- (/') Z o u -' <'( Z ""'"" , u.. ..- <: u o ..- o <'( u ..- !'-. co l..."" o to ..- 6.: ....~. .... . . ,,/ ~~I 4$ Ct . ~ .... Cf'Oj I ..Qs. Cf' ~ \ <f -J&: ~~Cf'~ ~9~S~ 'I \ :r :~ ~o :t.s, ~~ -18" HOPE @ 0.33% -- I I \ I.> 1 ~~~~~~ '~ 'Jto~ ~ss;,9 1 '.l n ~~\ ..;:, 4" ~ \ .9 \ \ " ~'--- ~, --- "-",;;; ~~> -... "- v, . .O.r ~ 0 Ss. 0,~&C' . """ 0 ~~ ~ :1..w .::If .1~~ 41s Lf' 'V G' ~I\I '1 2' "'" Cf' 0", o Q" < ~.:> 'Ss, \...; ~..(, t..1> . ~~. \( "9~ ~s 'I :Pit"'o )!. '--''1-49. LF - 30" RCP @ 0.96 0 ---- .---------- .------ ...---- ----- \ \ /' \ " s<. . ~ Cf'O"," ~f#<C?"i-t' .~ IyfA~r:- ~ ' 'r ~ ssfse2' . ~. /l VG Ittl 4t Ot Cf'0 'S 6>~. '..f S, .09,. S &01\1 Sl>,c. ~s"C' 'I 9~ . ~"'O .~s " 9$-. SS. <2' . 2'&. sS. <2' . "14'1 $-~ ~C' .~ 411v ~~ "14'1 41S , , G' ~s "~So . 0'0-<, , 0< -<'7 '# . "I> ,Os. IyfA~"(' ~ 0 'r ~ - ---::-- - // 145 IF -'.24 ~~~E O.07i / // // ~Cil.O~,l ~ @ ~) Si4f. S;':.. J S~ O~ . '0 1 ....Jf:"S; y.. <.> ,.~S IS .S~ '-. ~ ,0 .SO 1"0,0'" .... I? Iv Ilvv ~~V' '-"- -- , . J'<~S <2 .~ . .~o I"~\\ I 'J' I " '0) 0<9- l2-1>- .. 6>~ . . "TJv.- "", ~ , .... 0'0/ "0 0' " se?c~€,. ..YO'-{( ~ j. ~~-~ s.r.... ~ :~~.JOI :ts ~ O'Q<y ~<6'. ~ I "S', ~ C ~_ .,: :,......., "'~ Q.. 0 <l;::::--. . ,(, I H..O ,~ 08 I . \ ~ (()-+-; '-.....: ~ - Qp ~ ""'- \!:j ~ '" ~~ 'I.. "1. I . .~- -t..~ ... .. J- . I~- ... ---::t--.--/- .. -:c . t~. ~--- --,~~- t-.-~'~~ .,-~--~- j , -- .t~~'-,~: 1',--- ,-.. .. -,.I. -- "---. , j - ,..l _ ,', 0_ \ ! ,~ I 1__. . ---:.:1-.~~::_ - -J- -- - - -J .~::::.:.... -t - I~-:. ... .... . . ;-_;-: ~_~\::L ~...l: .... :.: ... ... ....--Jt_.- - ...._:: 1_: . I----::~~:+~:=-.-. :I ~ -. .- '-"-~---'. -- -- -- .---.. . " ~- _.~ ~-=-'.~_-=tL .~_:o~~ ~~ -'.,':--- --t~ ~....~ ~- -~... -...... -.- ~-......- - . -- --' - ~ -. . . I. t . ,_. __ l--.-. _._ _.. --__L \ \ \ \ \ \ ~ ~. l I t I I- I I ROAD ! ! I I I " C " I I ! I I .I I I ~ I t -- t .j I I I i I I I I I I ' I ' I I i 1 I I I . I l f ~ t I 1 l I I , ! ! I l I j ( I J I. I ! ' I l ' I 'I ,I ' I I I I , ,~ . 1 i I I I t I l I t I I I I I I t I PROPOSED GRADE Pel) I I 1 I '1 I I :1 'I 1 I ' ' I -t. I . j 1 ! I 1 I 1 1 . I I J . I t I I- I -.1 I I , ~ ~ ! i l. '- I ! I O' l --f -- L -- ' I t' -. I. l ! J --., f..- . - 1-- (, I , -t- 1 __ , L--- - __. I . ~ r I I t. I I t, t I - - t' l , ~ ! I ! f 1 I .1 - f t -I j I .1 I I l I , i . I L I t I 1 . I f . I J. I - EXISTING GROUND I 1 , [ I t I, 11- ,.. . . . ! t t L I . j I L If,~ j ~ bl ! V> > _I ~ tl. ,I---,; I -- I CD o .<: o 0:: Z 2 Of"') LIJ "If" (/.) N a::: .to ~ + Z i6 .. .~ .f' i ~! 1") I' ~l .rj l I .~ f - I f I l t 1 I o l I . l 1, - ,I ., t ,I I I ~ f.. I , I -L I f J i I i - I 1, I l I t I t L l -I I ,I. I - I --- -.........1 . -, ~ -. . J,' ~,. I J I I I "~-L ! I (0 ,." 1T ,~ 1- -j ---. .. , "- " t --, I -~-. '1. '~-. I _ . ., .,...t '.' -- , I -. - t., I I .. -I .'- .! ' --..-- --.l .' .~ r .1, , l.. 1__ . ! , '-I ' . .. L... i - ~ .. , 0 I i- t 'r . ! ! - l J ~ ' .10- , .1_, j:- g . .. --- t ~ g '48" '~~ .:t' --~~',-~ " ' t ~ >-'.. -J:" , '~',: .~,:. -~ -_l(1)-z-~ I t . t . . . l - . ---- . ---t.- o -. _ __, _ I '1- ---. -'of'" -. ~+' ,-- --., J - _ ---.L- l I , 1 . :~t:-._ _ ::t~:;~-:_:.:.l_- i I t I -r I . .1, l l t ' -I ~ .-.. .. I -- -. f )-- l.. .j L ,+ '. --'... l---- .I , ,.L .. .. .! -- -l , t' - -,~-, -'-- -,- I ,1 '''-. ", ! - .-. ( - . l '- - J ... - t~.. , I '.. --. -. t , -l.. t ,'_',"",'~ ' j' '~: 1___, '.' _, _". i-- t --"_. t._- L_ " -.-..L J ~_ . -1:-:-- - ._1 - t ..', . ~~, _ ~_~-- ..~ :- -- ..~~,~ .. ...:- ,t- . r - .:--~-=:-:--l-.-. . I _ _._ _ I.... . . ~ -. - . ! -- - j-u..- ~ :-~~J_-~-~ .. ~, "'" "- . ,1..- -t.~ '.-,- --..', , 1----_.. ~ J. I I ~ L I I I I . l I .J ' I , : t'- .l "I.. -- ,I - I. '" l --, ,I - ....~-- t -~ ~- ~ -- 'l" I ,~ - - .,j I, ,--, I ... t , " --/-- . - ...,. . .,. . ~ .. .. '. I , I I I 148"",'RCP , 1- , '..' .1. .,- -'" -. 't' , .. ..~, - .~.._~ -,. .. ~_"' "0 , . ~ " ..:.. t:~.'.. : - . ._--'-.t .. ,',."- --1.=: ._~:-- .'..~, '-...- .. t , .' .:: ~. j~~.~ '.: : .. -':~..~.J~, ' .., -- - '-- ,l....,.__, '. .. 1 I I 1-- I. I 1 -I I ,( -I I. I J , t t-- . ~.. ,. t ,~ I 1 I I ~ L , ,I.., - 'L - .. -- ---_.~ "'-~. , " . ".... - 1 '", 1. f i ..I ~ I l I 1 I, r f t . l _ j ! ., . 1 -~ ' ~ 1 I, ,. I . . --I -I dO" J 1 , "" 1--. I t --- ....' __ H' [ ,~-l ' , '..': ,,' - ~ ..... '~"::, -."-: . ..t, ~ ", -- , ., t., "" --, -, I :- -) .--- ::-:.. . J . ....... , ..",/-... ~:_.. ..' , .. ! .. - , .. --.,.. d , I -" - --t.._~..:~._ ".-" - L I , ! 1 ---I, .i , -~ -.. -I .L.. I - '..------- '-", ..- -, l .. .. L . -..-.. I :.:J-: ::_u . I '- , "'- ..,.. - ..1-.. -- -.. ~ I -- -..1.., --.. J - , I ! r I 1- , I 1 - ! I I , I I I ... , t __ I I I I I I I ---- .I - 1 .1 I ~ ' i I I ,[ ,I I t '--' .1 -- - -! '- j "- ...- .... - :..- --.- .t~-, , '-.. --J~::-.. :---., .~~~_', J ~-:~-.. .--[ ---:-:_ --- 1:-- <--_ 1-: __ - .. , ,..-1...----..,. -.. -,., .. - - -- ..,- - ,...1 - . ....___ ,..____ ,... I 't . .j , .1- ..~ 1 . ~ , . j:- 1. .'.. ..~.~ - - -"- to,~ h t6l.. A..__ ___ _ ~ ~... ~~:- .:~_'__- _~~ ..-_~--f')~ I ~, L,o., tOlIn- - . .. <<>'~- , :'>~. .1- . 50+00 51 + 00 52+00 53+00 54+00 00. O.r. ~~ . o~ . 1.?G /llltl 41 0' 0'0-<, o~. S, .09, &0"'1 sj,; :.0 &~ 'v .. ~~ 'S~ oJ ....1 < ..~ vO :ts ,I --- \ \ \ \ ---J , p..Q I' <:t ~~'j!J -yat . '1'0'p, ~Ot~ y . :t.1/v~ ~ ~ o ~ <"i'. i' ~ I I I t ! I r . I J I I I t I f . --I I I ' [ I I I I I r L L ~ J l I I, I I I I 1 L -- , t I .1 I I 1 I I I I I I t t L- . .1 .J .I I f 1 L ~ I ! 4' ! I t I 5 5 I I, I t I 5 I I I r I ! 3 . i I I I 1 ' I. I I .1 I I I I l I -.1 I ! f I I . ~ 1 I .l ~ l ~ I I i , 1 I ' 1 J I I -- [ Vanasse Hangen Brustlin, Inc. Transporto t ion LOr1 d Dev-::-loDmen t Environmer1tal Services 1.35 Wes~ C-:'r1trol Boulevord OrlOr1do. ~Iorida 32801 407 839-4006 · FAX 407 839-4008 PREPARED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa, Florida 33611 813 202-1313 __L_ u________ ...____ I I --1______ _ I I i --l---~__ I I I I I -----<------- I I 3 I WINTER SPGS. 5/4 I 2~NTE~_ S~GS. 3/22 1 I Q.C.. UTIl.CROSSING :\10 I ~~ V1SIO\J DESIG:\IED 8! I D~AW\j BY CEC I CEC Dt'TG CHECCECBY I ADP~OV::D WAS _ -.-------------+- SCAl~1 I DA TE H: 1 "=50' 2 4 98 P~OJECT TITLE WfCKLOW ESTATES AT TUSCA WI LLA WINTER SPRINGS ISSUED r:-OR Approval D~A~:\IG TITLE 5 ROAD "C" PLAN AND PROFILE DRAWl~G \10. \\J A.S A.O ~~S co v l..I"") U 0... o "=' c (0 ....... c.... o ~ > 30 co en en - 25 co o en (""') <::; ('\J I.D o >- !'O ~ ?O (1) =' ~ 0'1 :>: "=' .AJ <.n c '.... ...... '" co \D ~ - en z: o u -' -<: Z """"4 u.. ,... <( u o ,... o -<: u ~ !"-.. co \.0 o to ,... 6: 15 10 \))::: o~~. v~~ \S'~ox ~~/Q.. ~o ~ -~~~~6's:-2~ . ? > ~4-g01'c( .00 ~<< ~~ / " ~ --./ l · '" .-- -- -" '\ I I/'/' ... , --- " _ _ ,- /' ,-, \ I : /- '" :-----.. \ /' - - -- -' / / .-- . '\ '--~ \ I t ~ /' /" / --,,- -- - :-:--:~--- ,_---'...,--/{,~;; I I I "'\" /' / ./.:_~- \ /'.r _"" -. I {' --' ........ '- '-.. '- \ / A ,~.... .--.--.'- ---.,"'"./ - \~ \, I )1 ~ /' I ..... /' _ ~ /./ ,- ,'.. ---... . . '\ \, \ I ''l -,', \ ( .-'1-'''\' / /, --'---" 'I - - ...- V/" __ __ /- -::::,~~<_; , /, n -' :::-. \-" \ \ / ! J /::::---'<~;i"- --~ -:::.--\~) , '! /' / V ' _ '. __ /. , _- ___=_ __ " \! <- ! < )...../;1 ---~. ,~;: ~ \ \, ._----- _ __ ~<'v~;. ,- ,...., -----.... '"', '-" .' / \ r ./" _\./ \;' '::-~:}-,-/ .;_ _ /..-.:~.'.. _ _ __.__ ",__\ , "'-. " \ \ \ ~ I" /' ~) ".," ;~\ '\ \ \ ; r--- ,...// ).:\'~' /~". \, I' /./ / - _..' _\0:;- /.;-... _'. ,. '".' _ __ .. __', ";~:~~, ,:,\',,\", !. " _ - - - - / / I! >/ / L ')'\' ,~~ ~ "'\ \ i \ ! ;' , '7(1:Jf:~=;:::::"'--'5-~~' _~<:::~" \, \ '- '- '- - - - - /' /' /::\f.f:: /J: ;~;:..-. :':;-' 1-~1-~\' '<'" \ "" "\. / - ~ - -" d / J 'l' \ \:: \ \ \ !, /~O-A) " ()' ;(6'J'~' "<~>~ "'-~- ',_ -::::--:::: ,::- ->-/ --:-/.': __' ....(1 ~., " " ~ ~:~~ \ \ '- '- J'~ -- /' - -'-- -- ---=-:---:- / /:' ) \\\ k~' ,,_\ \ \ i' / .s>;~,'~ ~ ~ I. ~ ',' '-: ',--,~ ~i .../ > / "V> ~ .., ',,{'O-A) ~~ ;;..06'fl' > ,_", " '- >. ~1-~:?6':~ -;~:' --==-::: / \'3?, ~" }~~~~'-_L~==__ I;) // 'i: ~~~~ ~ _ ') ~ ': i' -~-~=--=:~--~-{~~s!~H."- r'W\:,~, \ ",~'. ~~:~.{~~ ;Sl' ((s-~,' ''.:,~:,\_ _ ~ ~ - ~ ~ '0 '0'1' .6' ;}I'I' - / ----:,,- . ,'--.\, \'",- - -- ---'-'~ ,,- -" --/'/ ,/ . i,? ~<9.9~0- --- ,/- : A;--,_ _ - -----1'( P. REMAI~'L___- --- ...,..---- " \- - Y,,)..,;' . '~J,,"v ""'v.... v~,::,..I' _ _ _ _ ~ ro · I' 1'.9J' (/ / - ~- ::::-- , -_/ // / . ! ~\9. lS' "'" / '--:~ '-!: '- ADJUST Ii r \ ': ~.:t''\9 ...... ~. .' , . _>=:- _ ,_ _ _ __ ~ ~~I';;:: ~ 6') ,/' -t-- ----'-,- "r ~ ~ :- ::- -=- -~-:~:- /~~ /\~ '" \\'-"-,, ___" /' / - ~i:C_- -~ii /$.~~t~ 0 ~~. ~~~ :'-~',__-:~-r~~~:X"-;:~-:,_.' ~//~~!::,,'-> ' '-~~,-- /:o.z~/: ' ~ \ \ ~ r~~%f>-v. ~6' q~,J. S'~- :'.2 V (\) / /-0--A).9 ~ x> 6'.. _ ? S::t (,/-0)- 0'6' > ~ l; ~~b ~~:Zs- q,f~ ---, (6' '/-. /:0 ~';o <-~~s. ~6'~ 4, :~~':,,~,~,h.. ",,'-'''-- _ V:' <~~--~ ,--- /: 1 18 I '1/ ~v~' ,,'-~/~0: __ _ \ V 0 '/ K ;\.J'e';> ~.w~ ~i~6'o(,_--- . -~-A? . -,/:~" ~..-/ / ~/ ...~~? ,'?<v ~~~~~~, :; ~ /.:/'-'/ / 8 ~ ~ 15H PVc I v<;,~~:~6' ,65lf ~ IS" - ----, _~~~--,-dL~\' ~~6'..:~:;-~~ Q,~ 6'06'S, .~~~ /@~;~,r..;' ~ ~r:.. ~~{ ~ ~~ ) Vi 0.2~~ / EXISTING \ \ . "v, ~ 1:'.0 \. " ~/;.9~ / 7" V /~ \ \ \ \ ' ~ \ ~ - ' S2+_0]._ - I 63+00<_ "\ '-'" ~~' ~ SAN. M.H !o~ ~ ~ ~... \ '000, , /--, \ , ~.:::.. 6~+00 . \ ~?1-.b, ! 'j RD. HSH si:' ::r ~ ~88~ \ ,9.-------.. 1\ ' ~ - \ -- ---.-',. ---' ..6~ + J1~! -- ~~ - - --- ,..' --\-- ./ - --t.." '___ '_, _, , . .L.\, /"\' l~" PVc 65-+ 0 09 ,~,Il"~k' c"j: RD. HD" ~~ 40+85.54, 5.77' L k:S ~~:;~t.y. II .~~ ~": ~~~'-:'J~-=-<-~! --~~2;~- ---:-15;;~ -~~:= - ~ '~\ ....{-'-~O ;}--=-~'~'L "-.-!p;"c,,j, / TOp F:l;;"" 65+52.57,4.91' IT: In:- ); ~~? 0 ~ --ff~ ~ I ~ -7~ -----. 31.~,-_~7S~, ---=~ ~ ~.'W .~50 ~ A~f1,.O~~L--~Oq~f~::>~o\,' I \ 8... ,\ ~ -.~I,~~- ,. % \ -- ..... - - --- ~T' +,,/ -- _'. '. @ O:ZO~ -:!1//! SW INY. 24. 79 ,~ '''~ " ....-, v....- ~ '""'V, -_ _ _ . _ I ~~ II NF: IN . 24.31" . 11z;. . ~ \ ~ ~O'~ j 7~ '. . .:.~ j;;j// V. 24.01",,~ I~ . ~~.9 ,r 0 :!,~)- ~~ \ ~; -ll- i :,9-\"S2-.1~~ ~ ~ ~/ L _L- --/~~~6';/ .' Q.9.>;' I'S.. 0;' I 0'U7;" U- ... 24" RC ,.,71f ',c ~O;t9. ~ <: '~~~'\ \ _'~ ~ .32. 9 ~v r? ~ 7?n _-,' ;-, . - .---- ~\ ~~>'~ x~? 0 ~ ;j /' :~/:'.s;""e,.J P@1. % ':~\. ' f! r 160 ~ ___ I~ \ {,. (, ~) / r /.." \ ~?S t$ 'Ie "'rJ '00 0 '/: x> - ~,\ . t " '" 18"-- '\ \ '. \ 0>: (Xl. ~,,~'O ~'v. J 'I I @ Q <t- ~ ~-; - \ 1. ":0,0 -A), ... .,,?1/' 7,;0 l ! ; l; ~ -A) , I' S ~6'S '- ..lu t --- ___ f.{OPf@ ___ / ~ ... ~ c" ..,-" ~ L."'I' "'..- ~ ' i '" 0,0 , ... . S,.. Ii '\ ',' ___ O. S ~;;--J .... - "\ 0 =ag::~.A ~ "j / ./ -- v~ ""o~ 0'", \ v~ h ~~<~ ~/ I so ~./ ~t.-.~...<'. I"'" v ~ /;{I "'-I-- ___ ___ v/o 66 IF ~ 8" DIP l"~v -.. / 1l 'i; ~ ' \;:>~ ~ >-; !'V'1z; -2'~):::' 0 :/ ___ -@ 0.89%- 7~~0 ~ --- ~-<~~~~ ~3 I /.~:6'4-/7V-A) ~ \ ~~o'gO'6's ("),,5 ~I I,' ~~;~;~~Jb ~~~ fA- ~.;.'I."~-. ~ ~~" O~~~-" II .+0 --- ~\ ~/\~ I (RJj-' '~ lS'~ I' @ S. ,',J, v~S"v~ v-, '. ,~ ~~ v~" 70+00 ------ ._d_ "6 \ ' i .,,- ';r ,q , \ J)., ~ ~. I' ~ ""2 \ lS' @! ....- Q',) <Y~ ~ Ii 0 ' ;'.3:) 14/ ~; V. pi i ~..,s~ ~~u II@ !, I~ <Y .>. ~~~ 4f / r , - ,/ ~ 247 ,.' h::::.- -' . 3 ~ ., ~,r ~ ~ \ @ '\. ~ g, S'l; i::" C".r. " 0. ", Q'o .) V / @ 3.91.%::- - c-, W t R "" ~ -,;. i ~Q 'So ~ r ~.9 lS'.. ~ I' OA'9:. ~ '\. 0 f I ~! &, 6'~:s'~> Q', (( ~ -~-- . ~ Q" pvc SAN -;,;:, ---. , @... I" ~ ,/(\ $0 \ _ :>,?- \-?C,O , ,( v,' ~.j. __~@ iI a. I; r ~.9x ~ <;>;0'-1< r.. / / / ~ / \ - \ " l \J \ ~.OO.~ ~ tt 1/10). ~:, .x .. L ~; i' l;. J)., 1'6'6"S> ;1 li:::::- 0$ }'oJf~ Y I VI ;// /\ / \ /,*.\6',9 \\ V~, ~~ ~ ~ 0 ~~~~ It _ ~ _~ ~ -- i S'~~~~ ;o~ -A),<9.'I',J ~ I o/I~ 1,./ I.~ .s' .9,. ~ .A. / / t 'l ~/ ~ J.>6' 1 .:" -:t \' ;f1^"~'~" .:?~ ,,-,,C""-~~\ ~.~~- -- ,>o~^..;; .. I 7-: r2i~ ~ /'21 0;' '" I, Cl:> $',s, 00, <;>~ ' () ! : . '('J- :0,0,/:0, .~6' \ 'O%,.....~ ~ ~ ~ ~ ~~. 'i -0'.. ;:>-v~ 1/' I ~~~OO ~,g ~I ~ - /i I ~ "'\ ~~ {~~~t A~ I 1 ~--/'I' 2'... ~ ~~1 ~,~~~ , L8UF 'V 30" , ~, ... Ob 'V I ,~ ~ ~.IS '- ~ L - - _ RfI:. ~2.9~o,.o , $6>f:-~ / Of" ~ I ' V v \ l ~11z;<" ~ f '\.. . . '.' -, ~ '-':~~ ~oj>.9 ' i - ~ ,s,s <, "'Q'ir! ~ \, \ \ 'r~_i-.------~~~ '~_~\ . ~ ,.~~'~~ I i J --~~~. _~~~~~-__~'~ - ,~ ~ '\ \ , J/ I " ~ "-In /'/ H4\..' I /14.4 I". ~-:-:^;;-- _ -.s3 ~ -- 30 LF - 10" HOPE 10" HOPE FlARE EACH ENO W.JNV.28.50 E.1NV.29.00 ~~ ~ . ~. 6'>~L.. S-~ ? 7.'7. ~/'O,() '}t~~>O~ J'~ ~ ~ ^-' lS'J'> V 04t ,.,,~ ~. "t: .~) ~. ~~ ""7 'C . ~> .t9>.~O 8... O~~ ~~ .t9? 8~ ~'" ~C> .~> ~o- . ~ /'0 Co ~4b~0-f-~~ <::/ /"VA ~'" -'/ I'll /'. \>- " '\.."/, ~C>-- 8~ /0 . / ~ !~ ~ /'. S4~V /'0 .~ \..\k' ~'( v-: ;; -0Vj......-. v.... V /1vL.--- . Sf)' ~ ,..?Q'V' #) ., \; -> /' "'''" ~-9' -> ',9" ...-- ('J.- X \..~ ( <." /' /0 '/lij?: . /lv/'.. A) 4^#O ~. /:' 'I"\.-'L- \; 7 \..",h . ;; ~( '/ ~ /"/1,' /v ~VV ,~'-> /~ , ~) .O~ '''"(I\'''' ~\..,,? '0"c9 '0& .[',. .[',. .['.[' . 0.[' . ~~~ -1tV/ 0'0 S <. ({ ~e 98<,' &0.-11 ~S. ~8. 99,.['S '~ 90~ 80.r 9 . 'I ~;!> .<' Iv~ .~S G $$'. 6>~ $'6>. 6'C- .[' 6'2' . ..L ;" ~..;: . -1~ rv . ~~-117 4t f,<S <>'0 ~ $'. <L ~ ~$'x ~c-to~ O~ ~~ "'/ .-p, '->"0 ~~ NANCY CIRCLE Ii ..,11 Iii I - j -.1.. I _( 1 I I II I I II j fir JOVEP.All Jr PLAN (sJ. C-7)' NEW pi & BASE I_I j _1 I ---- "OR UMITS r PAVT OVERLAY. . .~~ ~ I ~- I - I f I '1 . .. .. :~~ g I ~.~, I u _! j. . .-.-pbPOSEo"! . . ~ r;: ~- I ~..~ ,. I . . -- - I l 1 '.. ~\J~'u~n- .r . ..~ ~ wi.. j I " f _. II! :~:. d~Y'I,_ ~.~. I~~ - II Iltl.... '..1 ,I ',_.'/1 ...1 " "-- K --- [, m- -~ i~ ~ f II . f u Ii I ~~. -j" '~ ! - ----~~ -1- I j. J1 - 't... J -I - . ~ ,E~~~,. t - I. ~~ ~ ~ ,I _:,1 . , , 6 'YlM1 ,~-- ~ t . J 1'5" 'RC 1 I - .." '. . ,I , .1 j :. 1~3;t::- ~ /....~ PVCi RETJ.HNG WAll ~) J! !1.~~~t_1S-RCP ,I ..1..,. j. r .. II.. . ~ ~ . \7 JoNDNWLEUEV.2~OO I _ I I 4.... . . .. I... - .:-~ 1\ -, I I u . j I - , ,J:I _ L I - =-~'8~RCP T :. r I I ,. . 0 , . - -- l .1 -- r-- ,.- f ' f I I -~ ! ' . .. -, ~ t l. t- .: ~ ~2 -f- lX>1P J,~ ~:~'f~J -f - ..1 - "-.it.. ..... J -;~;:~~ ~~- I. \ _ f ., __.n 11-.1' tl u_, -~ N . ~~~ f::;~~1 ... ui - I.. __ ,_ ....,- .. - ::u_~. ~ . '? ~lt~ T~.~ - -I ::- .. "I .. -1 .... ....1 k. - ~-:-.-:~-_I:: --_'-_;-) ....._.. ..:~L ..:-- ,-::'_- ~t. -... .... J ----;-: -J~:_=' ...., --_ ................', :-4:..-:-, ..- ...1:: ... ... t.-:- ."L.... ..... .1, . - .... 1- dci-u-... r-:L-triu,.. ..-5it . ... ...;-j. .. + c-iL-- - . ..f ... ..+-, .1 ....I., _.. ,I f~d~:;~~~~ -.---:-1- ~ .. u -;- - --,:.-~~-. . "" -.;:---.. '" ~:. 'u -.. - r .:..:_ r~:--. J' _: ... :l,-~' __ -: _ m. - r' ..:; - .. ... .. - _ L~-- .:-:~.~:~.}~~~->-~~;r- .... - :,:tt==:~-;~=-~-=::: . .-: u .[1, .. -:-~-- -tt~~:: _u . -l-_. -::.t:,=~ --'-:- L .__=:-: _:: .-,l.-.:- n .. ~_.I · . .. .I_-=- --: _l ~ _ d_ .'. '.1'-' , t....____ --'--t-_. ...,--.--, ,-.. --'l' --- ..', .-----" --.- ,- '. - .. - , ,,-, --'. ,. h . ------ _. J -, - ----~---, - '., -- - ~ .. ,- -- --,=L.-_ - f- . --. J, - ,,--, - ,_ , -r ' _ , _ f . -.., - -- ,_. '0 - .-- ..,--- ., ""'.._-. --'. .....--,.... --. '-- --- , ---. ...- ..:f.... -- ...,--.---- -. . """ ..,.... -- --.. " . - -_.., '''---', ... --~.. - - ..'. .. ", -- -.-1-----" -,,- .'., ._- ..-. -'.---.... - - --,' ,-.. -,_., '-c-- ,.._0._.... ,- -- -..--..- ,,--- -- ,'.. ..-t-- - - .- --, _... .. ,. '., . -L' . "..., I /:: --:.: -::~::-F--:===:::= ::--I-~- - .:~r -:: :~:-: .-~= -:-r~ ~. -:.. .j::: ::-l :-- . -I - -=, :::- :=~-.--: - -'l: -- -- -= - :--':::= :' -- :!:--=.' - . :....... :: --: :-~:---~, :-: ::;: -~--i 70+00 71 +00 72+00 ~ .r?; os. .(' ....6'2" " D " ROAD I I f r ~ l j t I ! ! I ~ ,t . t I . I I I I l' I I I I i 1 ! 1 I ! .1 ! I I I '1 -- I .' . - 1 ~ . 1 j , I . I .-- -l 4 ~ " -l I t-~~ -I ~ - -Ll' -- . t ' 1 --15" RCP ! 8" .~p I 1,5" ,d~p ...' -~?::Fi-s" D.'. )~.~:;:';~~;,:~:~.:t':.~:'>:\},;:,.~,;t~~f:2,,;,:,:<:',;...'.~~ .' 't ' ., " L ,~ o.;'\,~~( >~ "',,>. ,<c-:;,";';>> ?:.; ~ , .- i..1 r . ,- .t .~ "1'-- I I , I 0)-(0 <X>- I :t: t6lri'r' L ~ .N""C\J ,! .l z · ... I I... <;' >>.> . L + tn ZZ-Z' ~ .l - . --./ - '. I .. -- . .. ,- --- . .. . + '. '.. --, .., -~. , -,--, , '..., - ~ '- --I -- I I I I 1 I ! I oJo I I I I ! I I I I I EXlSTlNG I ( GROUND / I I I I I I I ! I I ! I I I ! l t I I I ! I I I I l m cb ~ ~- 1. ~ ~ Z w 0 L ~ ~ 8 ~ V) ij'). a::: + I.LJ 10 ~ <0 Z 1- ~ <n I I I I I 1 I ~ 0 t ~ ~t ;t,,",, I CO n I I j I I I : I I I I I I I .0 I I I ~ ~ i I I II : ~I I P~ED ~E ;5 d I f\PPL) I j I ~ 6: I / I i ! I a.. I / I ' LO.50%. ! f 0.$1% ! I I I ~ - l...-- - --l _4 ~ -L. - _ L-- I I I I I ---........ I I II 1---"" I i j I 24" RCP~1 t i j II ~. 'I 'I' I - Ii I 24-'RCP II 36" RCP I I I 1 c::." O\Jf" """ '" "'I'\~ - ,."" "::::T ;""'."'-...."0 t ~ 118: HDPE j ~~ t~pvc I ~~~ I ~ -- t 'Ll3tw- 1-" I I l 1 t I ~ .~ t 1 i f ! ' , . r . ot -- ..f ~. .' f I I -I I I t I I I I I I l I I I D ~ t I ~ w t I r ~ ~ I I ,o~o~ I . a: ~f I o.sJ 1 ..1 '~~ T. I '''--L ....... --1 - - --L - ~ I-L - --1, - - 1 r 6 I ~ --" \J/ l 15" RCP~ . - I !' N'-i' I 15" RCt>. I 15" RClt i i . , NV.28.~ , 151 PVC @ o.2cb% " 0011 ,~ ~l N ~! CO ~. r-... >1 <J'~ <J' ~ I l I I [ I 1 r I ! I j I ! I I I I I I [ I I t I I f , I, I I I <'II qt - f")l - ~'I ~ ~I " n n t ~ 1-1 ~f liJ cn{ > ~I a. I" ["'l:r '0 .~. ,<<'I . o~ 0::<>>> ,z~~ <.:> ..W .~~ I I I ! l l~ t .. r-- ~ ~ . . ."l L, - - ....~-t . ~-' --t'- .1 - I .. ~. '.- 0-[, ~ <0...--- I . l.' - ~:-,~.-1.:~..-,. ! . . ~,: ~ ~::r-: I~' "'?- ~ ..'~ -1-- -- .., l.. ", ..J -- _..~ I l f ! I i i I to.. ~ 0') t :r: tX? ~~ .N Z . <(> V)Z ~ l") l. - I ~O')-::l T"-1"')'1 :r:~~~ ~NNN ~. J <C zz.;f V>__;..;;;; 1 t J ~O. RCP 1 - . I I I - I - l I I I I . . ..-1 .. I -- ._-~,~j .. .. ~~~.' _,~'F>l-- -, -~ .. ..t I I I I j l I I I ~ I i I I.. __ ~.~ ,---.. , "l - -- ;;.l~ . r .:. ....... 61+00 I I I ! I 1 I I I I ! ! I I t I ff' -qQJ N . ,.,.,'" ~ f I . <0 r-... r-... ~ \0. 0) ~~ ' "":.0.01-: I N <'INN I ~~:~~~~ I .1 tri J.t.d thz I I I f I ! I I I I l I I [ I O)~ .. ;;I~ .. I I I .I I f I ~ o ,. 1'" t w CO .' 0::: t"t ~o ,(.) <'1.._ =>-. ~~ I I .. ... ...... t :' _.-:-<.~- - ! I f ' lco .! (0 fU> ", ".... re~ .' 11 ~ .. .t - I 1 . ! I I I ! I '. .0" j I l t 1 j t ~ l ~~ , ~ to:;) ;;;i~ t I I 1 I I I I t '1 '1 OPo' 1 .- ~ I .1 I I I I r , t 5119 . .,.,., P") _ pi) t ,. . I I 1 .1 ,:I I --f . ~:b _.~o. r. 65+00 1 I t I t t - I ~co ~U) o. ,." 1").. . , P") I .1 -" - -to) ~1U) . -.-~IN .. 1,"". -~ 06 Nr~ "?:I~ ,I I I (so q!Q)' N!"- - t') N... -~ I I ~ 64+00 ..... ~ " 60+00 62+00 63+00 A.S A.O 3_5 30 25 20 15 10 Vanasse Hangen Brustlin, Inc. .,.. ~ ~. I ro~soor ,a, !O~ Lar1d DeveloDment Er1 vironme!1 tal Services 135 West Ce!1tral Boulevard Odo~do. Florida 32801 407 839-4006. FAX 407 839-4008 PREPARED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa, Florida 33611 813 202-1313 I I I I I I I I I I -----+----,-- I i 1 I! 4 I WINTER SPGS, 5/4 15/4/98 1_ 21 WINTER SPGS, 3/22 13/24/98/ 2 I SJRWMO RAJ 3/17 ~/18/981 1 I Q.C., UTIl.CROSSJNG /3/16/981 :\lO, I ~::V1SI0~ DA TE: !APPV':) DE:SIG:\lED BY I D~Ay.,'\I BY I C'-1E:CXED BY CEC I CEC i CEC D~~G CYECCEC8Y I APP~OVED WAS SCALE I DA ,- H: 1 "=50' ~ 2/4/98 p~OJECT TITL:: WICKLOW ESTATES AT TUSCAWILLA WINTER SPRINGS ISSU~D ~OR Approval DRAW1\JG 717LE ROAD ''0'' AND NANCY CIRCLE PLAN AND PROFJ~E ~~ ':\ :\\ " \.\\..~.~:..'~.\.\~....\...,'~.\~.,il"..\.\ .~.\ ";..1.1. .t, DReG':' 1 3 \ \ \.J \l 'It\~ _ ~~ \' .... , ....... ) I<;YW D< \\ \, \ ; ,;f, ...... 1 S87FlNST \, , ' I ~o ft"c"', ""r\ \ \\ \\ . -"\ ,,- ,...". ~..,..... \~'~ ').. C04-, _L. -- ....... r- jl 6.0587 00 I VYIl R II I.I --1-\ ~ I- . \ co ~ ~" u a... o ~ c: ro --- C- O ~ ;::- :~ ~~ \\ \ ---,. ---,. t.u 0.. o -' (f) ~.35~ M1N.~ 1~ MAX. 0: ~ ~ & ~ o 0: 0.. It "i ;1: I;; , . ~ t\i ~// t.u !/ 0..' } o j' ;;f j; ~ ,'; I..t.J >- if. (.u - .......-. .' i.' :"" ~ " ::::: .:-.c U (f) ~U' 0.: // '\ --..... f / r f~ tj\ // I'.' /~~ //' ,1'1 t ~ ~.i:,' ~I' <4r :j, Q. // o '.\ ;;f !:: ~ .>-....- / .' t:1 ~:i ~ ~ /? (f) ~;.' I. --..... i! /; . . GRADING ILLUSTRATED IS ROUGH GRADING TO ASSURE PROPER FLOW OF STORMWA TER RUNOFF. EACH lOT WfLl REQUIRE FINAL lOT GRADE DESIGN TO ADDRESS EACH CUSTOM HOME. .Ii 'JI TYPE A TYPE B --;.~' (~ ~I 1 )1' I.t ., ,I .~ I ---,. ~ j; ...J ~' Y (f) __;/ ~ ~ t.u :;, Z ~ Q. !; o (f) O~' (J::; "', .3Sl': MINE -' i I t..: ~ / ;t ---... _ u (f) it f.4J 0 3: 10:t lJAv;: ^. <,,' <: - (f) 'YV"V\. - ~--. t -....;;~I ~ 3: I,' <> - "- z .:-.c ; ,; ::E ~ a 0 :,:' o Aa 0: .'!= 1 ,Ii Q: "" t..: - h Q. :q ---... " . '" I ~? --.. ,q----'-'-' - ---- . / --40- _, / ______ ,- / I ----. A 1---- - -,- / / _____ __L.f- I 42 ---,-- ! ,- ---.-- -- __ _ _-- I..J~ /- ------ ------4]- I I __ ---- /141 il -- , . -- -' I __ __ / II " :;,1 ~""""""''''''''''''--'''-- j :'-1 .-, \ :-) / TYPE C LOT GRADING DETAILS I -1 ~;.-__.. ~,-- -- --- -- ,-- -- ~- // ;!J., .' .~ ~/ ,I /'/ " // ,- / '''-,. -- /. ~ / IFF 47.4-81 ~~'O . . ---- -.. /-:)' .~ '\, -- -~I , 1 '::,' -- "" / .~ .~ ........,-........... ''',- 4C1 /- ". 4-;------ ~-- ! - ~ ~ ;1 g---- J.":, ) '-.. "". ''--. "" ~ ',--- ...... '- '- ...... '''-........ '- "-, "" i I I / 'CAr' ~ ' ; ( I ,j, -,' j --- co Q') en - ---------, - ------- ----- - 1.0 --- -- ------- ----.. --- ---- ~ "l::."' to - --... -- \!") <::::) >- <":) ~ I I / / ',,-- "" I' / / / / / / 1/ II II / / /1 II' ",--- I "-'~ 1// ''-Z '---------- ....................... "''', \ / / ,/ \0 ~ / I / ;' I I / tl.' ~ '"- /~ 11 II q I 'I '! \, It !: II [1 II II I' II 0 II -oJ I! ~I q, II II '\f 1'" 1\ r ~ 'I ,\...);--:::..... I, l/) ....1 I I' ()-~ , I .e"'\ ):: ~ ( / - o , <t ct: ~ ...... Ll.. :--... co t.O --- - c,n z o u -' <t Z ""'"4 \..L. ..- <:: u o --- o <t U --- !'.. co l...f) o <..0 --- 6.: / 0' :; ~ !i I' + II II I: II 0 !1 0 Ii / II ! !J / ij I' I ,j Ii / ;! " , . :;1. i ~ Vanasse Hangen Brustlin, Inc. T ranS;)o:-tat ion La::d Dev-eloDmen t E~wi:-o::mental Services 135 West Cen trol Boulevard Orlando. Florida 32801 407 839- 4006 . FAX 407 839- 4008 PREPARED FOR I -1- i -1____. , In L 3 I WINTER S?RGS 5/5/98 I 5/5/98 I I I ----~--------_.._------,-~ I I I _~JWlN~~~~. 3/22 . 3/24/98: 1 I Q.C. __~_~/98 I I I I DA T:: IAPPV0 ~o ! Q[ Vl SIO\l DESIC~~SY j 0QAAPRY I C~::WAsBY DrTC CYEC~ED!3~ IAPP~O~WDA8SY ___G..E~ _ SCALE 1 "-50' ! DATE 3 4 98 p~O,JECT TITLE WICKLOW ESTATES AT TUSCAWILLA WINTER SPRINGS ISSU::~ ~O~ Approval l)~AWI~G TITLE LOT GRADING PLAN D~AWl'lG \10 ------ ~ EXISTlNG~ GROUND THE 100 YEAR FLOOD ZONE BOUNDARY SHOWN IS BASED ON THE BRISKEY ENGlNEER1NG PLAN DATED 1996 PROVIDED BY THE CITY OF WlNTER SPRiNGS AND APPROVED AS SHOWN ON THE W1CKLOW ESTATES PRELIMINARY SUBDMSION PLAN DATED 1/6/98. / l j , ] , j , ~~ 1 ~~dQ 1 -2<::> ~ l~ ' 1 , 1 J / C'\J - ~ u a.. o ~ c (':l .-. c.... <=' $I ..... ::> co en 0') - to -.:::r t.O - o ru m o >- ~ ~. (\) ~ '-- 0' ~ ~ - o <t c: ;: - Lt... :----. CO to .,/ - ~ o u -' <t Z - u.. .,/ <C U o , .,/ o <: u .,/ ~ to LO o (.0 .,/ 0: , 1 1 1 \ 1 1 Y l> , , J /,..',..,..,'" " /,'" ~ c..''''' , ! 1 ~ 4 . j I ~ J 1 WETlAND i BUFFER l ~ j 'I , 1 , GRADING ILLUSTRATED IS ROUGH GRADING TO ASSURE PROPER FLOW OF STORMWA TER RUNOFF. EACH LOT WILL REQUIRE FINAL LOT GRADE DESIGN TO ADDRESS EACH CUSTOM HOME. NO BUILDING PERMITS WILL BE ISSUED FOR LOTS 24 - 30 WITHOUT A SEALED FINAL LOT GRADING PLAN GENERATED BY \!HB AND APPROVED BY THE CITY ENGINEER. " / /1. ,,' j 1 , ./' ./' , , ---- /" ;. ,~ :.t- !< ~ , ~ J ---- .. x ~<( V::E ------ ------ ---- SECTION " A- A" REAR YARD SWALE DETAIL FOR LOTS 10-23 NTS ~ OF (ENVlRONMENTAL SWALE WETLAND BUFFER (LIMITS OF CONSTRUCTION) 100 YEAR FEMA FLOOD ZONE AE (SOURCE FOR 1HE LOCA1l0N OF THE FlOOD ZONE SHOWN 15 FROM F.1.R.M. PANEL 145 OF 260 DATED APRIL 17, 1995.) EXISTING GROUND ~ MA TCH EXIST1Nj GRADE SOD 100 YEAR FLOOD PLAIN LINE .~' INTERPRETATION OF THE B .' J FLOOD ELEVATlONS IN RE Nl '1 1 .l i 1 FROM HOUSE SLOPE TO REVERSE SWALE WILL VARY DEPENDING ON SPECIFIC LOT FINAL GRADING. SECT10N "8- B" REAR YARD SWALE DETAIL FOR LOTS 24-30 NTS , EXIST1NG GRADE _ -'~I~H POINT CD WETLAND BUFFER - -- CD , <t OF SW ALE SPOT GRADE AS SHOWN ON LOT GRADING PLAN PLAN V1EW SECTlON "8-8" , / I ./ / ~/ -' ~ ~~ ~ ~~l.~ ", '<\ ~ ~&_- ~~- ' ~c. '---..... ---. -~-31 ---.., / '33 ~ ~ // Vanasse Hangen Brustlin, Inc. Tronsoortation LO:1d Developme:1: EnvirO:1mentol S~rvices 135 West Central Boulevard Orlando. Florida 32801, . 407 839- 4006 . r: AX 407 839-4008 PREPARED FOR 2 ~NTER SPRGS 1 I Q. C. 3 WINTER SPRGS 5/5 /98 3/22 \10 ~E V1SIO~ DA 7:: IAPOVD OESIG\lEO BY WAS I D~A~RY ! CY::CW~9v I ADP~OV::O BY 1 WAS IDA7E 3 4 98 OqG O-l::O<EO BY CEC SCALE 1 "-50' Pf\O,JECT 717LE WICKLOW ESTATES AT TUSCAWILLA WINTER SPRINGS ISSUED t:"O~ Approval D~AWl\lG Tl7lE LOT GRADING PLAN C-15 o~ ! ~9C587ftNGAAD1 P~O,'==CT ~O. P. 60587.00 , . ( ~In\~t T~ 2 Sy~t~lc~\ About ~ ~I , ~ \0.' I r; ~\ r- A -S "~ 1\ ~ .,:" ~ %Z 0- ....u ....< 00.. ~ CQV) I ~H3 ~ .6 BARS e 9" ~lA. ~ A~ ,,~ f~~~~ BARS .~~ fts.~~/ ;~ ./ 1 ,'\~,/ ~ i ;w ~~ ~-- J'~ BA~J J I~rll[\ \-/1 j .6 ftArM' IIa J 1" DM"..> <; r ~ 5" O/CONCRETE SUP?ORT POST -2' Dla, CovPr' "0. . \ ~~ Slab R~Inf'OI"'Clng --:......)1\ I 1/1 --rco..1 tl Inl~t ~tQ 1\ Thl$ ~~t.~ v. '\ \ / ~ ~~ ~I B I -~)v /1 l~j:1 -1-1 ! ~.. O/COf"ICN''t~ ~! I 'r 1 I Suppor-t P~t I :..LJ t 10' -<;'3' -0- I 3' ~ ' LA PLAN (INLET TYPE 2 SYMMETRICAL ABOUT ~ B L~ < I , I BACK CF CUR .6 rACE: CF CURV INLET TYPE 1 r ~~.6 BARS e 9" A/~ ~O~~(6 BARS ~L~ ~ i L ~-A ~ / "" ~ rv ~-.L ~ ""-::::'-:2"" '-- ~ _~,.. ---..... ~ .6 MRS~ I I I )"l 1 Y r L\1 1::-1 ~ L ) I, '-- 5" O/CONCRE:TE SUP?ORT POST · 6 BARS @ 9' L..c-.A INLET TYPE 2 SLAB REINFORCING To :a... Pa I d 1 1I1"11 t$ Of' In \ ~t Con$'tl'"UCt I on rOf'" As C. ,,~ r~; ;1,r~1 3~-~ll:' ',' i : ! - .. v _ ~I i ' Gu ttf.>f" ' T~ans. 1 To lko PaId I I=' Of" A$ C. & Go er l2l. 'il~~ ;j~ 3' -0-1 3' -o-~ ' Gut-t4!'~ TI"O.n$. BACK OF' CURB '\ · 6 Bo.rs SECTION BB <INLET TYPE 2 SYMMETRICAL ABOUT ~ rACE: or CUR~ I .' -0' I l' --6' i"" : L l' -6" I .~ i1 ~V- 1 I I ~)... l-r~ ,--L :"", ", I-*-;::: s~ Not~~1 L' ...... No. 4 , 5" O/Concrt"t~ - S~'t Post r - I I I I -----J I ~ ~~~ 0... H 3"-6' I !d 2'-0- DIMENSIONAL SECTION INLETS TYPES 1 AND 2 , ,.7112"' .6 Bal"'$ Un It''Ss .6 Bar's @ ~O'therw I st" Shown 19" Ctr'S.1 I 9" /6"1- 171/~ @: ~~ .6 Bar's @ 9" Ctr's. . If" . ~ ~0 , IIJ.~I 1.7 Bar'$../1:. ' - U .4 Ba~s @ S" Ctr'S. , 4' -0"' D I aM>te-,.. ~ REINFORCING SECTION 4/-0' DIA, STRUCTURE BOTTOM <SECTION AA) .6 Ba~s '- l'<t-\-<..jJ .. l!<.". VI e B"' Ctr's. ...L.. ~4 Bot'" Ways - ......UC f 9' I 6" (1/~ 10112"' 416 TOP BARS i l' -10112"' I 7" --'b1/2". 6 BOTTOM . . ~I --- MRS · 7 .BOTTOM BA~S ~I I 11/2"' rCR 3' -6" STRUCTURE: BOTTOM I ~ lS1/2' FOR 4' -0" STRUCTURE BOTTOM -6 BARS@ 9" CTRS. III .. L II' I M, ... - "\...-- ,- ~--b..-<"' I '~I_~I'..~-:-r .. ...~ L '" ~j I ~,~ ~~ i .:~'.. BARS @ 9' CTRS, ~ DIMENSION & REINFORCING HALF SECTION TYPES A & E CURB <HALF SECTION AA) <TYPE E GUTTER SHOWN) .6 Bar-s Un l ~ss ~ O'the-rwlS4!' Shown I 6"/ ,..10/1 9" j ~ ~.6 Ba~s @ 9" Ctr's. ...~,/ t 11 ~- I u- ~__ I .'7 Bo.~~~ .l~ ~.4 Ba~s e B"' Ct,..s. 3' -6" D' a~t~ 1. GENERAL NOTES THE: I="I N I SHE:D GRAD( AND SLOPE: OF' THE: I NLET TOPS ARE TO CONF'CRM WITH THE: r I ~ SHED _ CROSS SLOPE AND GRADE CF THE: PROPOSED SIDE:VALK AN.ll/OR BOROCR., WHEN INLETS ARE TO .BE: CONSTRUCTED ON A CURVE, REF"E:R TO THE: PLANS TO DETERMINE THE: RADIUS AN&,~RE NE:CESSARY'L. MODIF'Y' THE: INLET DETAILS ACCOfW I NGL Y'. ~N.IJ STEEL WHEN NE:l.t.SSARY'. ALL STEEL IN INLET TOP SHALL HAVE 11/4" MINIMUM COVER UNlESS OTHERWIse: SHOVN. INLET TOPS SHALL BE EITHE:R CAST-IN-PLACE: OR PRECAST CONCRETE. THE REAR WALL PORTION CF INLET TOPS TYPE:S 1, 2, 3 & 4 MAY .BE CONSTRUCTED VITH BRICK. DOVELS TO TOP SLAB REOUIRED. CNl. Y' ROUND CONCRETE SUPPORT POST VILL BE ACCE:PTABLE. THESE INLETS ARE: TO BE USED WITH CURB AND GUTTER TY'PES E AND 1='. LOCATE OUTSIDE OF' PEOCSTRAIN CROSSWALK VHE:RE PRACTICAL. .6 Ba,..s .6 Ba~s @ I 9" Ct~s. if I ,.tt7 ~~ 2. .4 Ba,..s e B"' C'tr-s. ..L Bot'" Ways - .... a4 1 3. 4. REINFORCING SECTION 3/-6' DIA, STRUCTURE BOTTOM <SECTION AA) TRANSVERSE SECTIONS FOR INLETS TYPES 1 & 2 S. 6. RING ~30,O L[ Fl,5h ...:~ .375 .' ~ : .., \ T 0( "'11 <( W 't. 'I <( 'I '- "11 <( 'I ,~ ~~ " <( ;-r: ~ \ ~., : ~~~' ~' . , '\.. 'I 'I ., 't. "'11 <( -, .. ., It- "" I( ., ~~~ ~ I I MA TERIALl DUCTILE IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT, CASTINGS ARE FURNISHED VITH A BLACK PAINT - GRA TE yj 22.0 C'\.J LO U a... PEDESTRIAN GRATE (H-l0) RATED DRAINAGE AREA = 91.0 Sq. INCHES 24- DUCTlL.E I_RON _GRATE o "'::J c: (";J '- o e >: f4'DUCTILE IRON GRATE <NYLoPLAST OR APPROVED ALTERNATIVE) ~DUCTILE IRON GRATE I 24' PVC ~<NYLoPLAST OR APPROVED LRAIN BASIN ~ ,-I" , / W ,,/. ~~~ " ~I ./!'- ..." 24' PVC ~~ DRAIN BASIN ~ ~~)~~ l % '/~ ~ ~ <~0 AL TERNA TIVE) co m m ...... ru ~ co lO o ~ j / fi:/ AZtl g;eIl ~ ell ~i \ o:::~ z ~ << ~ ~Gj wi:i:l "'" (/) - o ru '- C\. <( C o =".: ./ ./ I 24' PVC RISER C' J: "0 CORRUGATED SMOOTH INTERIOR HDPE PIPE <ADS DR APPROVED AL TERNA TIVE) SIZE VARIES SEE PLANS ~OR DETAILS z ....... -<( c:: Q Z ...... LL. "" co LO ..- I-- U) Z a u -' :: ....... LL.. ..- <( u o ..- a c::r u ..- r-.... co LO o lO ..- CL 'r-- ,.. I ~ , ----- ~~l '" l~l ~.Y- INLET AND OUTLET YATERTIGHT ADAPTORS PLASTIC PIPING SYSTEMS ;. - PVC FITTING BACK~ILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING ClASS 1 DR 2 AS SPECIFIED IN ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNI~ORML Y IN 12' LIFTS AND COMPACTED TYPICAL INSTALLATION O~ NYLoPLAST DRAIN BASIN AND INLlNE DRAIN YARD -DRAIN DETAIL - ~(T' ,....1("lr~~_. 8 :Ba,..s .mLClC\0-:;:;-..... ,...,Q , , I' , I .Q ,...,[4.'" , II ~)~ ~ ' , LLV ~ 2-. 8 B~l"'s ~ I I L~ ~' ~ ~' ~'~ '-+ ' '/ 1-2\ L ' b~\ -.-- ~ LlJ"1 .lJ Y2.\ 9- II L~\ i"/l~ O.u ;:..-r- fl. l'j/"" UI) (t/ If: 1= ~ I~ I=~ · iC~ I-~' l/ ALL ~INF'CRCE:MENT ,NO. 6 BARS i Ie- '~\ Ic"" l/' _I Ji EXCEPT 6- .8 'BARS SHOWN. \c ]1""\'- hi ,~ ~ I f J l:b/ BARS SPACED @ 6" CENTERS .BOTH ~ ' "JJ;;~/ ,C" 7 1-;1 WAYS EXCEPT MIDDlE BARS SHO\IN ~ I I I~ "'il \7 / '--rl/ @ 7' CENTERS, ALL BARS WITH ACI - I.' ,/ (t ~ r)~ STANDARD HOOKS CANTED APPROX. i J I -y 2-.9 BAR vo-"" ,. ,.JJJl:>I7 4S^, OR EMBEDDED IN ACCORDANCE tU-jiu,-,17 ~I 1.,..' \",..' ~ WITH THE: SLAB RE I NrCRCEMENT v ~ - - DETA I L SHOVN UNDER OPTIONAL _ CONSTRUCTION JOINTS, SHEET NO. 3 OF'6, EXCEPT ALL '-a BARS AND ~ :BARS AROUND MANHOLE OPENING SHALL BE HOOKED. Land Development Environmental Services 135 West Central Boulevard Orlando, ~Iorida 32801 407 839-4006 . ~AX 407 839-4008 - rrr rrrrrrr rrrrrrrrr rrrrrrrrrr rrrrrrrrrrr I I ~ I STORM\JA TER I~ rrrrrrrrrrr rrrrrrrrr rrrrrrrrr rrrrrr: r-rr[" r--: - REINF'CRCING BARS ~ 6" CENTE~ BOTH VAY'S EXCEPT MIDDLE BARS SHOVN e 7" CENTERS. ALL BARS WITH ACI STANDARD HOOKS CANTED APPRQX. 45^, OR EMBEDDED I N ACCORDANCE V I TH THE SLAB ~ I NrORCEME:NT OCT A I L SHOWN UNDER OPTIONAL CONSTRUCTION JOINTS, SHEET NU 3 OF' 6, EXCEPT BARS AROUND MANHOLE OPENING SHALL BE HOOKE:D. BAR SIZE NO. 4 NO. 5 NO. 6 NOTES <TOPSI FRAMESI AND COVER) 1. ALL STEEL BARS SHALL HAVE 11/4" MINIMUM COVER UNLESS OTHE:RWISE SHOWN AND SHALL BE HOOKED VHERE INDICA TEn 2. MANHOLE TOP TYPE 7 SLABS SHALL BE OF' CLASS I I CONCRETE. CONCRETE AS SPE:CIrIED IN ASTM C-478 MAY' BE: USED rCR PRECAST UNITS, SEE GENERAL NOTE NO.2. 3. MANHOLE TOP TYPE 7 SLABS MAY BE CF CAST-IN-PLACE: OR AND IN LIEU OF' DOVE:LS. F'RAME: AND SLAB QPE:NINGS ARE TO BE OM ITTED WHEN TOP I S USED OVER A JUNCT! ON BOX. rRAME:S CAN BE: ADJUSTED VITH rROM ONE TO SIX COURSES or BRICK. 4. MANHOLE TOP TYPE: 8 MAYBE CF CAST - I N-PLACE OR PRECAST PRECAST CONSTRUCTION. THE: OPTIONAL KEY IS rCR PRECAST TOPS CONCRETE CCNSTRUCT1ON. rCR CONCRETE CONSTRUCTION, THE CONCRETE AND STE:E:L REINrCRCEME:NT SHALL BE THE: SAME: AS THE SUPPCRTING WALL UNIT. AN ECCENTRIC CONE MAY' BE: USED. s. MANHOLE TOPS SHALL BE SECURE:D TO STRUCTURE:S BY CPT I ONAL CONSTRUCTION JOINTS. 6. ALL MANHOLES AND INLET LIDS SHALL BE RATED HEAVY DUTY'. ,~. ..- TOP DIAMETER 3' -6" & 4' 6' 7' Vanasse Hangen Bri.JstJin, Inc. ..,.. ~ ~ . IranSPor,a,lon a~ ....u ....<: 00.. CQV) "'0: 0::0 <\to. elQ ,,~ . '" 'e &- ....1- (..) ~~ L.elQ W \Ow V) 1 MANHOLE COVERS N, T. S. REINrORCEMENT PlAN REIN~ORCEMENT PLAN MANHOLE rRAME: 8. COVER F"OR USE: IN PRIVATE PROPE:RTY, US. r. 42QG-<S. v. > OR APPROVE:D EQUAL I '"Ik~ . ~J' ~ · ~ .'L · ~ ~~L0l~9' roo- 3' -6' & .' Dlo~l '"I'~ · 'J' ~ · · ./. · · ~ll~j1~ , 1/ f- 11/2' 1/2~ 10" ro~ 6' 3. 7' Dla. +-11/2" II?' I "-H OPTIONAL KEY ~l Opt I ona I Ke-y -'--0-- ' 10^ DRArT TH I CKNESS OF' I ' "- 1 O^ D f't Th I ckn~ss Of' STRUCTURE VALL ~a I (Str'\..ICt\.W'~ Wa I I -6" , 4' -0"' ,6' -0" , 7' -0" DI 3' -6" , 4' -0" , 6' -0" , 7' -0" D ~ I SECTION ' I I SECTION I TYPE 7-T (TRAFFIC) (H-20) TYPE 7-NT (NON-TRAFFIC) CC\st In PIC\ce or PrecC\st Concrete. Se Note 4. .">---. c-; D IH:\t~ ~ ~I e 10..' H 3' -6" O~ 4' '. N PREPARED ~OR ELJH ORLANDO, INC. 3200 Lawn Avenue Tampa. Florida 33611 813 202-1313 ~ 2" h 223/4" ...., ~I I T~ I 3/4-----11-- SECTION TYPE 8 MANHOLES MANHOLES OR JUNCTION BOXES I ~ 10. ,. +-:~ ~~1 I ~ l~ I 25" 23" 205/S" II ~ ~, -I ~ 4'-0- ,.., '1 . .-.4 .------------~--=====--Tool Edges To _:' Rodi~....:--------.~-.. .-..j A Ut~J~JII.!JIIo..i"l...!Ji>-IJ:l.,I~iYi\_!H"-'l:l.--N"'!(i-'.j~.:lII...!J' ~ I ~~=IL =~LE.-JL ~-=I~LjL.. I ~F=jL=IL~.J=-J~~: ~~~~-~,;! 8JI I I ,II II 118- "?.., I ~ II 0 I ~ 2- "Clear II ~ 1111 2- aeor ~- ~ ~ ~ l&.. .; .~ i -4 ---~ --- co - -- - -.. ~- .., -,;:I E - 8 I 0 I ==!~~~b:.=!~u=JI= =11=---~~ '?- 2~::J~'ii1.11 II II I k II I W ~- ~ 'e ~ )( ~ ~ I ~ Lt~__Jl,a;:.L 0_'. :;Ct"'----J! 1/' .3 ij H j I ~ ,~= ~'ib=o A'!~,i ~~,~ I ~ u U U <<>+ II \\\ r . t SECTION AA ~ #4 Bars 0 12- Ct~ STRUCTURE TOPS l..--------~'-~~__________..J I , i B --, I r---rsOdj , ,! 1nle~SY ! I I ':;.. L--_L_~ .--..-.-- ---'i-2' LQ-JZJ I ~ ~f:; u,' :; = '7 - ~ =Lr .. :01:-: l__~j~..J I = ~ =%- -~ =%= = =%c =-= ===%= =F 1 "- Sod II ._~_!_ I Il I ~I A S" II j--"'-=o~------'lS"',,, A "'I L IL ~I ~>;::::t201 JI .. -.J / ~ L ~ .,l.~~~o .~ ~~ 4'~ ~JL --.~TI- ~ lL J Jl f, II 11- co L ':;..r-- r--I ~ ~ ~ ~ !L _____. It') ~ = ~ = =l:lr= := =:s= :.--=---= ~ _~"= r- - L- ___~L ~ PLAN B --1 ~ 241/2" 36" ~RAME - TYPE I N. T. S. fNotch Permitted (At The Option Of The I~~- ~ M~"~_~, ~/ L 3 x 3 x b--======--==~ ~~_~ SECTION CC SECTION DO L__~-1~~___--.J ~J x J x~' _I (18 Spaces Q"'\ 1 I' 19 ~ Cf / C-, -r--I ~,~Kj' ~~i '.,' i,~ ~,..tf! ~.~'~:~ ~.~' ~l! ~fI:...' tJ"D.'! ,~U.'I I ~~, ! ,~~l I~! 'I It " ') , I N j~, I ", , ' II)! . , I ~I 1~[;1,,;~tb.,t i~.~,LJ..'" 'I~~ \ - ;C;i':t"11 J[:I' '~. ~N j'l~ ~ ~~..~' ~,bl.~:~,N'.,.I",'~I; ~~<~S.. 'I~.' .:, JI ~ :1 ': '~ I I ! :!~~ ~ti' , I " ~,~ " "'!" ~~ ":~ I ' i 1 ,'I:! 4: :: iii !y~ -L I., ;. ~J2~ __1,,:_..: ~ L3 x3 xfl'j Lg~ STEEL GRATE Steel Grating. Straight Bars J1 Retleuline ~ 2-! 1t sf J'-O. ,sf ~ ~---- ~- --------~~___________ :..l I I 2' - 11 - . I f l/-->-T 001 Ed9es To t--Radi~~",1 -,-------- , I no. II~ . ~--_ ---Liil .u. co-' -w-----'.:::~ ~ iL" II 1'1 " III ... ~ _J~ = 11=--= = = 7<<L_~ ~, -tN--r----J ~" .,- Clear 2. Cllllnl I II .,,;:' 4s-, ,.., · '-"'- ~~ --"C.: ...'...-;;'" . ~~L_ ,'- '" 'I II ~ ---1- ~ :T ~ 11= == c-=~::: T , 8'"11 II 2'-0-=-1 18- i--' I' II -- !I-- -'n ~- 'it, LL....../I_ _'~II_ ,~ · ~" F'g= - -- - ._.,c-= ~ LII 0 I 12- I II II I 11-- -~ II II INt II Ii Ii ~ ==F I~-= = I~-.~ ~ II 'II I, _, d , u u "':'1. u r- -----=-r---l ~I l{pavtSod) I -~-L i Ilnl~ C_~SL ',r. I I' I I <or----l, I I G, 10.4J 10 I I~I r-1 i!J L~~~ /. J.J I I i Ui .F'or Estimating I' I La . ' I PUr'?oses Only I ' - 1 -6 'l I L~_~ /'-.... Sod SOD ONLY ~A VT.AND SOD' 3" Concrete Pavement Notes: 1. Pavement and/or sod to be used only where called for in the pions. 2, Coot of paving to be included In c~t of inlet. r--:~ l F~~~, I I ~Il. 12~ I ; I :"'1 I I ~ ' I I L_J I ~-- ~ L-_____~_____J Sod PAVEMENT AND SODDING SECTlON BB GENERAL NOTES 1, Thege Inlets are de9f9ned for use In ditches, me<:flOnS. pavement ~ or other areas sub]ect to heavy wheel loads where debr~ is minimal and is SUbJect to ~_ trion and/or bic)":le traffic. i I 1 I J I I 1 j i 3/24/98 J I 3/18/98/ r;;:: VISIO\l I DA TE IADDVD i DRAW\! gy I CHECl<ED gy I ~ I CEC I ADDRO\l::D BV I WAS I DATE 4LSL98 I I I I r I r-- ' I I I I i I I , I I ~~ ! I r-- , ~l CITY RAI I 1 I SJRWMD RAI I 1 I I 1 TYPl: FIN I.E.I 2, When alten"late G grate Is ~eclfled In plans, the Q1"ate Is to be hot dipped galva- nized after fabrication. J, These inlets may be used with Alt. B str'vctvre bottoms. Index 200. The Inlet and bottOfT'l comblnation9 are to be paid for under the contract unit prlee for inlets (DT Bot) (T)'Pe F (or G)) (J Bot,. Depth). Ea. I x VIe OJ~ 3/22 3/17 W ." ~, ~~ 53/4' L- 3' -4' I :';'-53/4' ~ l- 2' -0:, ~ru Bott j I ~ U I See FDOT Index 201 I, ruJ I ... I + ----. 'IIl4 Bar'S ~ CO t ~ I, 12" Ctr's. PRO~IEC'T T!'TLE ci jL 2' 3 5/8l \10 I L 8" - Type Type Type L I u l~ c - .,.. L I ~~4~ ~ _ V) :::: (\J (") ~ IWIW C :: ~ (I'l ~ I vO:CQ (\J ti: ci1 V) V') .~ C 3' -1" D 4' -1' E 4' -6' Type Type Type L I L I C 2' -0" D 3' - 1 .. E 3' -0" 3' -4' I , J ~ l2' _;11121/4' ~-~ M]lld LilLi II I PLAN DES'G\I::-Q BY - APR DqG CHECl<ED BY CE_C -.J ~ c e Cl:l 8' - - SCALE NTS ..,. a- u. >.. I- J GRATE STRAIGHT BARS 23/16' RETICULINE BARS 11/4" x 3116' BANDS 11/2' X 114' APPROX. ~EIGHT 100 LBS. SECTION TYPE C WICKLOW ESTATES AT TUSCAWILLA 8' -, t: o +> +> o S' Cl:l --- 3' -6" 8' -....=-. Untess Otherw se Shown On PtC\ns ReCOMMended Mo.XIMUM Pipe SIze: 2'-0' Watt-1S" Pipe 3'-1' Wo.tt-24' Pipe 6' -0" Unless OtherWIse Shown On PIC\ns 8' - JYP~ C I~ Note' Stucture BottOM Typ~ J, Att. B only' STRUCTURE: BOTTOM TYPE J FOR INLETS TYPE C" D & E WINTER SPRINGS ! LOCKABLE DUAL HATCH SOUD UD REQUIRED TO WITHSTAND HD20 LOAOfNG. SIGNED AND SEAlED SHOP ORA WINGS FROM THE MANUF ACiURER SHALL BE r SUBMlmD TO THE ENGINEER AND 'THE CITIES ENGINEER FOR REVIEW AND APPROVAL 6.,3.3. MOUNTING I ./ BRACKET (TYP.) .l L~ "I ~ ~ Ii' ./J t>" EL 31.50. (MIN. 6. HIGHER 'THAN .1 ~ I I~ \ vj TOP OF THE WEIR) '. -'~l t~~~~ 1I _ EL 27.50 A 6-xS- PVC 'TEE ;=;=~~~ EL 26.00 DRAINAGE DET AILS ISSUED "OR GENERAL NOTES ~ o ~:t: MO ~~ -E.... .....~ Approval 1. THESE INLETS ARE: SUITABLE ~OR BICYCLE AND PE:DESTRIAN ARE:AS AND ARE TO BE USED IN DITCHES, MEDIANS AND OTHER A~AS SUBJECT TO INF'REOUENT TRAF'F'IC LOADINGS BUT ARE: NOT TO .BE: PLACED IN ARtAS SURlE:CT TO ANY HEAVY VH(EL LOADS, 2. INLETS SUBJECT TO MINIMAL DEBRIS SHOUlD .BE CONSTRUCTED VITHOUT SLOTS. VHERE DEBRIS IS A PROBLEM INLETS SHOULD .BE CONSTRUCTED VITH SLOTS. SLOTTED INLETS LOCATED VITHIN ROADWAY CLEAR ZONE:S AND IN ARtAS ACCESSI:BLE TO PEDESTRIANS SHALL HAVE: TRAVERSABLE SLOTS. THE: TRAVERSA:BLE SLOT MCDIrICATION IS NOT ADAPTABLE TO INLET TYPE: H. SLOTS MAY' BE CONSTRUCTED ATE I THER CR BtTn-l ENDS AS SHOVN ON PLANS. 30- RCP EL 33.46- I DRAWI\lG 'TITLE v 2Sn-4 iPdR I~T~2 EL 27.~ WE1R~' . I N' ,P ~ " 4.83. 3.0. I' \ JJ ~ .\ .~ . 1-- ~ l .: ~ ~ 6"><6" PVC TEE , ~ N ~ STEEL GRATES ARt TO BE: USED ON ALL INLETS VHE~ BICYCLE TRAF'rIC IS ANTICIPATED. STEEL GRATES ARE: TO BE USED ON ALL INLETS WITH TRAVERSABLE SLOTS. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON INLETS WITHOUT SLOTS VHtR( BICYCLE TRAF'F'IC IS NOT ANTICIPATED. EITHE:R CAST IRON DR STEEL GRATES MAY BE USED ON ALL INLETS VITH NON-TRAVERSA:BLE SLOTS. SUBJECT TO THE: SELECTION DESCRIBED A:BOVE, VHEN ALTERNATE G GRATE IS SPE:ClrIED IN THE: PLANS, EITHE:R THE STEEL GRATE, HOT DIP?ED GALVANIZED AF'TER rABRICATION, OR THE: CAST IRON GRATE MAY .BE: USED, UNLESS THE PLANS STIPUlATE THE: PARTICULAR TYPS . co f I _8-~ MOUNTING ---~r / BRACKET (TYP.) ~ V / .. 0/ . \\.~ \ \J\V ID~A"'NG NO. \\J"~\~ I C -1 6 ~ ' ~~:.<.'\.\ )\\\'IS~EET oC \ ,,\. ~\ ~ 'I . , ~. .\, '. " ~...~ .fd I', \lY8CAD ::-ILE \/A'v1E ", ,-', h l)'" 587FJNDRAIN t 'l' ^ ~ ,__ 4. RtCOMME:NDED MAXIMUM PIPE: SIZES SHOVN ARE rCR CONCRETE PIPE:. PIPE: SIZES LARGER THAN THOSE: RECOMMENDED MUST .BE: CHE:CKED FOR rIT. 5. ALL EXPOSE:D CORNE:RS AND EDGES CF CONCRETE A~ TO BE CHAMF'E~D 3/4" TO HOWElL.~ g f> to A CREEK . J a:: i EL 20.26 1~" II <<, "1 ~ F18ERGt.Ass SKIMMER g ~ ) FROM POND _I EL 20.26 6. PAVQotE:NT TO BE: USED ON INLETS WITHOUT SLOTS AND INLETS VITH NON-TRAVERSA:BLE SLOTS ONLY WHEN CALLED F'CR IN THE PLANS, :BUT ~QUIRED ON ALL TRAVERSABLE SLOT INLETS. COST TO BE: INCLUDED IN CONTRACT UNIT PRICE F'OR INLETS, QUANTITIES SHOVN ARt FCR INrORMATION ONLY. 7. TRAVERSABLE SLOTS CONSTRUCTED IN EXISTING INLETS SHALL BE PAID rCR AS INLETS PARTIAL, AND SHALL INCLUDE THE: COST rCR SLOT OPE:NINGS, PAVING AND ANY REOUIRtD REPLACEMENT GRATES. .. I> .....-. ~- z ;j PLAN , CAPWI'TH .....3.50- HOLE ....6. PVC SECTlON a. SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED ARtAS AND PAID rCR UNDER CONTRACT UNIT PRICE: rtlR SODDING SY. STRUCTURE #f,O MODIFIED FOOT TYPE: G INLET WITH WEIR AND SKIMME8 NTS FOR LOCATlON SEE DRAINAGE ?tANS Y Baffle Construction JOln1t-C;Jt Permitted 'I I _ ~F' _ -- - ~ ~X Baffle -~., - Pipe Size o Area Sq. Ft. 15" 1.23 18" 1.77 24" 3.14 30" 4.91 co '1" lO U 0... C) c.> c: nJ c- o ill I > co en en r---- '1" to ...r "'r ~,~ C> (\J c- o. ~ c 0 2: C1l ~ c.> Z 1-4 4: a: C) z ~ l.L r---- co 1.0 ,,/ ..- U) Z 0 U --J 4: z: 1-4 L1- ,,/ or( u C) ,,/ C) 4: U ,,/ r---- en LO C> (0 ....-' (L , \-- -r __t---6" Min. ~~~-~ >- -7- --. vi=~ I/(C-))~ I~ ~~~------'clc~.. --Bars H Bars V/ ~f I r8ft r1 w 8~ r-1 I _ L ~ S -,..-- {I ___Q-----~ 6" ~I 1 Y Baffle -r 8ars N o :l Bars M .-k'-t - F-- 4" :I: 8 __ 1-- ~ I 4" X Ba ffl e -- -'- ,_ -1 r+"- ~[ ~ -~~TT~ ~~ SECTION AA END vtEW L I 10J [-------------------------- T-l TI ~_L . I <D -) I---- f---- - \ O-rp 0 ---6 I .-r ~ n~ <O~ I \ ~ B +- C +----~--~ PLAN DIMENSIONAL DET AILS ~~ ~ -- >------- . 18" ~ r+----:--- .. __-- ..__ 1--- -- ~- N .- ~- -Ir----Tr---r Bars H..-/ /7 ~-~-~~~ r Bars V/ L- ALL PIPE SIZES SIDE VIEW AND BACKWALL SECTION REINFORCING DEl AIL DIMENSIONS AND QUANTITIES FOR ONE U-ENDWALL X Baffle Y Baffle Refnf. Steel Concrete Closs N Cu. Yd. 1.61 1.89 2.52 3.34 L H W S B C P Q R Bar M Bar N 5'-9' 2'..01' 3'-7' 2'-3' 1'-3' 2'-3' 4" 4" 4" 2 #4 1 114 6'-6' 2'-5" 3'-10' 2'-6 1'-6 2'-6 4" 4" 5" 3 #4 2 #4 8' -0 2'-8" 4'-4' S -0' 2'-0' 3'-0 51t 5" 6" 4 114 .3 #4 9'-6 2'-11 4' -1(" 3'-6 2'-6' 3'-6' 5" 5" 7" 4 #4 4 #4 ENDWALLS FOR 2 1 SLOPES U-TYPE CONCREIE-EMDWAL~ Refnf. Steel Lbs. 72 86 108 131 GENERAL NOTES 1. Baffles to be constructed only when called for in plans. 2. All reinforcfng No.4 bars with 2" clearance except as noted. 3. All angles, channels and bars sholl be ASTM A 242, A 441. A 572 or A 588, Grode 50 steel, and galvanized in accordance with Sectfon 962- 7 of the Standard Specifications. 4. Channel section C 316 may be substituted for C 415.4 channel. 5. Precasting of this endwall will be permitted. Precast units sholl conform to the dimensions shown or in accordance with approved shop drawings. 6. Concrete meeting the requirements of ASTM C-478 (4000 psi) may be used in lieu of Closs I concrete fn precast units manufactured in plants which ore under the Standard Operating Procedures for the inspectron of precast drainage products. - Vanasse Hangen Brustlin, Inc. Tronsportotion Lond Oevel opnien t En vironrnen tol Services 1.:35 West Centroj Boulevord Orion do. Florida .32801 407 839- 4006 · FAX 407 839- 4008 .~/1;i'///I;/' I /~// f I//,I/J ,/1~" %/iJ c:;' / ~ ;3,/ /~ ~~~d' //j: 'J.'!;l '? / /! '/ / , Toe Of SIOPe---;~~ PREPARED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue r a rn p (] . F I or i d 0 336 11 813 202-1313 U - TYPE WINGS WINGED ENDWALLS INDEX 266 SODDING QUANTITIES (S, Y.) INDEX 250 INDEX 261 INDEX 266 INDEX 270 PIPE SLOPE SLOPE SLOPE SIZE _____L: ~ L___L_J.-=-_~____L___4_:___1__ __ L___u_~-= __1_~ _ :_l;s:__J 4 _: _[15--=-_ !2: _p 3 : J!~u=-- _~ ALL SLOP ES PIPES . .. ---- ------ .1---2--3-'-1---2--3- --1- -2 3 l-u2~13-- --i- ---T'~~Si- -~i-l- -u{~ESl - ~i- ---~I~!=~---- __~:_ 1------ _______ _____ __ ___ ~__ __,____ _______--- f---- _______ ---------ti----- _______ _______ _____ f----- 14 _!?__ _~_~ 22 . ..10 15" 19 21 24 22 ~ ~ ~_ l_~_ _33_ 34 38, 43 13 (15) 16 17 23 15 17 20 25 f------(--1---- ,___ ___ _, _' __ ,____ t------ ---- f-------- ------ f------- --- ----- f---,!~:-- f-~1_ 24 27 ~_~_~__~~_ _~g__ l~__ 38 39 1-44-f-~~ ~_(16; 17 19 25 16 18 22 28 -------,-,-------- 21" 1------------- ,--~i;= ::::2~:~lQ_~-L-32:Jj~4-L _;t8_~'L 50 _50~= 661-5 (17'~-19- ::::21 ~Z8 19 22:::::26' ~j--=:---~~~--=--::: - -:30: --31- ~jT~k ~ 39~ ~~_:)3 ~ ~i6_~5 __~3_ ~_~_ ::E:t~~ '1f(18Lll 24 ~~ '-21. y_ ~ 30 - > _~Q_ -- ___J ~:---- _3~,-}7 __~~__52 ~'!.~-+~~--~~--5~-~-_-~-'-7~- m9LH07 _~___'__n+---C---- 24 ~~_>-3~_+~_ .. 18 - f--~1-1~ . 53_31_~?5 67 79 __t!?_~_82 ~_~___11l 132 1--__ _____ 27 32 39 54 --19----- __. _~_~ ~Q_~. 6..1t~L. 64-_,-79-~3-. _Z8~!!.r-, ~!!~ f--108_ l.~~... 1.58 n_ ____ 30n3~_ '-44-._ 61--2-i~---m ::-l!~- =~7:;1:~~~ _Z4__~~~-: ~)0-~;~~11~:~.=~26:-=~7 ~1~~: =_---_:: >__ ::n_ =_= _____=:_ ~_~~ -=;~:{;:----- o Endwall With Baffles --~. I-- 1-------- - u- TYPE CONCRETE ENDWALLS .wt.ll:L.6AEEJ. f------ >------------ _~_+__-~---------I------ f----- ~-- 1----- - 1---- --------- - 1 W1NTER SPRGS 3/22 3/24/9€ ~- -- ---- ------1 NO REVISION DA TE APPVO DESIGNED BY IDRiW.N BY ICHECKED BY I--_APR_____L APR eEe onG CHECCEC' .------rAPPRO'WAS SCALE NTS rDA TE 2/5/98 PROJECT TITLE [--- ----~r-- --- --,-~---- ----------- ---- ~--- l.-- .~Sod / 1---.1:.-1 /---- B"e1ed Or Round Corners - ,-- [--. ['- 'I ...." ' I ~"'~:::/./ -;/- ~ yo 'I$'- \ V .... ____ 1> \/ 1-- [ -, I-- ~ ---- -Lri- - -~ ---r- \ . \ ~ ~ / "- _,___~--~ __ ~" J]L~ I ~~!2~>~ ~, Concrete Slob, 3- Or 5t Thlck, ~ / \~ Reinforced With WNF 6'"x6-'M.4)('M.4 in ~0 in '0 \:~) WICKLOW ESTATES AT TUSCAWILLA <::~ WINTER SPRINGS i /1 ~S~ , ___L__ _______J -- ISSUED FOR Approval ( -~:_~-- SlOpG ~ - -./....[----_ G~er, Orf~s --.~ _ 01 Not SeG I -.- A .-~. ~ r.I --.-, ~s No --~-" --~- 3- Or 5t ~-7~~_~-, 1 ~j 2 - -------- I - ----- -. C Deepen Around outs~e --.~~ --. -. ;-------- '----- --- - EdgeOfPlpeFor5~ Slob~l:-,' >. .' I --.------------_____-;--------- _ /[/7 / Y / ^//7/~. 2:,.--.--__. --~------I I/////////'/////////////r, //////7///./- Z -~---~=,=- ~ I 2' ~ ~gt Less ThQ.'l j . r.~' ~[ I r No Pipe Joint Permitted '4 Bor---tL::.. - - J UnlesVi?proved B~~gl~~_ ~- ~ . !)' Sod r ~ _ E_______.. tSlope: 4: 1 Miter~ To I Pipe For .ripes 18- And Sm 011 er. F ~~ To Be Included Under Unit Price For Mitered ~0!!_ Section) .. 2: 1 For Pipes 24 And lar9er. 2: 1 Miter. To I Pipe For Pipes 18- And Smaller. 1: 1 For Pipes 24- And Lar9er. TOP VIEW-SINGLE PIPE DRAWING TI TLE .I~\~ Y DRAINAGE DET AILS ko \ \ \~ '\J C-17 ,..----- SHEEf Cf VH8CAO FILE NAME 587FINORAIN PROJEC f NO. .Willirlm A Shlphpr PF" 60587,00 f Paid For As Pipe Culvert ---~ .1. DRAWING NO. ,t ,~ { . ...:..'.'~ '. '! 6" STANDARD HYDRANT 2 1/2" HOSE r WITH ~ 1/." OPtNING NOZZLES ~LJHU / CAP CHAINS ... BREAKABLE ' I G BARREL COUPUNG '"'" ~ ONE PUMPER OUTLET NOZlEL ~ OR fLANGE~ ~ U ON STREET SIDE ~ FINISHED PROVIOE CONCRETE COLLAR 1 ~ GRADE ;; ~ ~PAVED AND UNPAVED AREAS ~ ~ c,..;......"',~..~.:{,~.i ''Y;.>~'!:<:!'}x%":<:';; L2 - ~.,~';;~ 18"X." CONCRETE ~ COLLAR WITH ,. REBAR 6" MECHANICAL JOINT DRAIN VALVE GATE VALVE SHALL BE PLUGGED .~~~ -. .....~~~.- ..... ----.... - 1II lII' III \ III fa vr-l 'W- - \,- L LOCKING 6" HYORAHP ADAPTER AHD HYDRANT TEE, OR 3/." TIE RODS (MIH 2 PER CONNECTION PIECE) rnJ f CAST IRON BOX NOTES: 1. THE HYDRANTS ACCEPTABLE TO THE CITY Of' WINTER SPRINGS SHALL BE EITHER THE CLOW , -42 MEDAUON AMERICAN DARUNG 88-4S, OR THE l.WELLER A--423. 2. THE BARREL SHALL BE PAINTED YEllOW AND TOP WHITE 6" CONNECTING PIECE- J. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE Of' ALL THREAD RODS FIRE HYDRANT DETAIL 2' DOUBLE CHECK VALVE ASSY. \ r. :::: -- II III. 2' VATER METER -L1-~ A ]{Jtr ;:: -- lOll 2' GALVANIZED 12' MINIMUM PIPE ~?'::::?'?-xx?-:~:: ::?,m!:;:m::: - ;~('?';:;:?:::m?'?-?-Z(.m?-?,:$?,?-::?,?,?::~ m::?';:?:::::?-::::?:: - 2' CORP. STOPS \ . &Jt:::la ~ f! 2' CORP. STOPS r . .&. t::: I n ~ .. .. 1'EMPORARY BYPASS I"'"'"'<lI u[::, .~. ~'--7 REDUCER ~ '-- ~tr ~g~ iTEE E~. ]J ~ ~ % - Z - % d 00 ...-4 l~ I. A _l_) tr to ...r to C.J 0... o o C <u RESffiAIN (LF) FiniNG SIZE TEE "A" REDUCER "B. REDUCER "c" o ( 2 ~.7 I ( 6 11 4 '4 I C 8 90 ,9 417 120 C C- o (0 :..r: :> x X Xl -~, xS--- x8 X XI Xl )( 0 _ x ffi6 X4 )(10 xl2 X X xlO ;)( 2 )( 6 X )( )( )( x )( X X X X X )( )( I to (J) (J) ......i : to lC) c"ri (\J :.; ......i 4 .r- u IJ a-- J C> (\J c- o.. ...{ c o ::E. 4 r- l l I ) ~2 16 )8 , ~ 17 . '2 ~ 2 I( Q I~ 4 c~ CJl :.:c o u: w .- ..( ~ :z I-i LL r- to to ./"' .- U) :z o u -.J ...:( Z 1-1 LL ./"' ..:( U C) ./"' C) ...:( U ./"' r- '-0 to c...:> (.0 ./"' 0: 16 11 l . . 14 ,0 I~ 4 fb ')1 ( C A,: RESTRAINT REQUIRED AT TEE ONLY. *-NOT APPLICABLE - REQUIRE ALTERNATE METHODS or RESTRAINT. STRAIGHT U BRANCH at CURB STOP ASSEMBLY WITH 1 1.2" SPACING ~ ij1-"'-'2 rq .J<J .A (~K: \' 1" BRASS CORPORATION STOP - ~~ CURB STOPS WITH~ METER COUPUNG LOCKING TYPE TIE SERVICE - TO 2X4 BOARD b.- PLAN E ~ 3' -0" MIN COVER EDGE or \ ;;~;U:;T .. SIDEw::~Tu~~ ~ r:. -/.(~(l.( ,:<,"/"':</-:<(/..{-/!/ ',: "/;~<-;.:< '/ <,,/"-~'~'-'-/~"~"L -'/-~~.,~(<~-\,' /~',:-\>,' ' f".' , >;:;'':~';''-;)-: ',/:,')';,: ;...<,;>,:.s,),-~>""~,-.,>-.,,, ....... a ,. ,L ....................l' ,'"n/'-/" 't. :" -:,'.!, ;---r." ... ..."t. ,; I:~~~~>:\,:: l I BRASS CORPORATION 1 STOP \ A~ r( \'in NOTES: ~:F ~ WATER SERVICE LINE 1" ASTM D27J7 PEJ408 TUBING 45. MAX \ PROFILE 1. METER & METER BOX fURNISHED BY THE CITY Of' WINTER SPRINGS 2. SERVICE UNES CROSSING UNDER PAVEMENT SHALL ENCASED IN 2" PVC PIPE. DOUBLE SERVICE POTABLE WATER LINE FINISH:U \ GRADE \ 'r- -J V~VE CLASS C CONCRt: TE: i · D.L Pu>E STU8 j~~l I I~~m \~T~ ROD . 45' M.~ BEND TIE RU( ~>f~ ' ,.. '.. : ~ \lATER M.~ GATE MAIN VAl VE . 4~' M.Jo BEND ~ . MoJo Ptl.JG SHAlL BE MTAlLED 'w1-€RE APPlICABlE. 'D1SlNFECTl(W/'ot.OUNATlIW BllN OffS 'illL BE INSTAllED SIZE f~ SIlE ~ THE NE'itY INSTAlLED MAlH UP TO 121. BLOW OF'F DETAILS CAP 'A' MINIMUM TOTAL LENGTH OF' RESTRAINT FOR BEND ~ ~ ~ w l_) Q! ~ 5 ~ 2i ~~\:J "w::) ~ ..J~ ~ ~ ~ lJ.. ....., I 111_ ur ~~ ~ ~~ ~J' ~~ · ~ 0;- '1. ~4 '"'< /' ( ~~ ~~ ~ ~~ ~ ..s- ~ <>~ ~ ~ I -- .... b I I I ~~ ~ X ~ - X tr RESTRAINT -A" (If) 6- 8" 10. 12" 16" 20" 24. 30- 36" 3 4 4 5 :) 6 7 9 10' 6 8 9 11 11 1 3 15 18 20' 12 16 19 22 22 26 31 36 42' 29 J8 46 53 53 64 74 88 101 61 80 96 113 112 136 159 191 221' FlmNG 4- 11-1/4" 2 22-1/2" 4 45' OFFSET 9 90" 21 PLUG/CAP 44 EDGE Of' PAVEMENT A=MINIMUM FOOTAGE OF PIPE TO BE RESTRAINED. NOTES: 1 ALL FJmNGS SHAlL HAVE APPROPRIATE MECIW4ICAl mRUST RESTRAINT (WEDGE- . ACTION OR FULL CIRCUMFERENCE ARTICULTING WEDGE, EQUAL TO 1100 SERIES MEGALUG OR GRIP RING) 2 ALL COMPONENTS OF RESTRAINING MEC~ISMS fOR PUSH-ON OR MECJW4ICAL . JOINTS SHAlL BE OF CORROSION RESISTANT MATERIAl OR SUITABLY PROTECTED AGAINST CORROSION. 3 THE PIPE LENGTHS IMMEDIAQY ON EITHER SIDE OF A FfmNG SHAlL BE ADEQUATELY . TIED TOGffifER USING PROPRIETARY LOCKING GASKETS SUCH AS FIELD LOC OR FAST GRIP GASKETS. 4. INSTAlL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAl TO OR GREATER THAN SHOWN IN THE TABLE. 5. WHERE TWO OR MORE FITnNGS ME TOGETHER, USE FlmNG WHICH YIELDS GREATEST LENGTH RESTRAINED PIPE. 6 IN UNE VALVES AND THROUGH RUN OF TEES OUTSIDE WAlTS OF RESTRAINED JOINTS . FROM OTHER FITnNGD NEED NOT BE RESTR.4JNED UNLESS OTHERWISE INDICATED. 7 LENGTHS SHOWN IN THE TABLE HAVE BEEN CAlCUIJ\TED IN ACCORDANCE . WITH mE PROCEDURE. OUTUNED IN 'WRUST RESTRAINT DESIGN fOR DUCTILE IRON PIPE" AS PUBUSHED BY DIPRA, WITH THE FOLLOWING ASSUMPT10NS: mE MAXIMUM TEST PRESSURE IS 150 PSI THE LAYING CONDITION IS WE 4 AS DEFINED IN mE DIPRA ~DBOOK OF DUCTILE IRON PIPE (SIXTH EDITION) POOR SOIL CONDJTlONS ARE ASSUMED AlL BENDS ARE INSTAlLED HORIZONAlLY THE PIPE IS DUCTILE IRON PIPE DEPTH OF COVER lS ASSUMED TO BE 3 fEET FOR 12- AND SMALLER WATER MAINS DEPTH OF COVER IS ASSUMED TO BE 4 FEET fOR 16- AND lAAGER WATER MAINS NONE OF TliE PIPE IS POL'fNRAPPED. NOTES: ~ 1. METER BOX INSTAllED I J..1t BY THE CITY Of' WINTER SPRINGS 2. DOUBLE SERVICE UNES SHALL BE 1" P.E TUBINO 3. ALL UNES UNDER PAVEMENT SHALL BE ENCASED IN 2- PVC PIPE i\ ,'- 1- CURB STOP TIE ROD BUN - rJ'F SHAlL ~ DDRECTED TO PROVIDE ~.\~ I~f 1IV . D.L PI?( . D.L PI?( STUB I I 1 1 --- 2" PIVe CASING .... ~ DOUBLE SEAVICE DETAIL RIGHT Of' WAY OPPOSITE SIDE OF MAIN RESTRAINED JOINT STANDARDS , . ~ST:ALL ON 12~ PIPE AND LARGER CN..Y ,/ IN, 3' FROM JOINT. - TYP.> L', ;-J.H;h, j'l,.:....-Al\:Htfhi~, ~. ~~ ~JJt 0=51. I It t -,tiH.;.;"'~,:': ,.. ~~,' -1~fJ ~:trf /~-, ~PlUG~~' T IE RODS, J!"U'Jf' JHIP J ~~'f,H . ' 1t,1>" . · -~[ '~1 Q... fi' BLANKED TEE SlEEVE V/PlUG;{ (R CAP ....,,,).. l--;r.' :{ p .. '- t-H.~ ~~JJ\H t~~,lllimf' if ~ ~..,,&: . b II ~' , ..... -.- , · j;H;:r~/.!l "* ~\i,J V2 A . i.1T, I r<ilh.Uf"t-~t-, I '~l~' 1.~Jn:'11".. ll, b.. '~1 TIE RODS TEE WITH BLANKED STUB ,b 'Hp A(~;~l. t., ..H:tJ..~d,l'" "1), 1'1 ,~, j" 1"1/ ~.t-tt-:'JJ.rJiF~,t:f'r"i -'f1_1'f.1~:' ~'! "~-!-. '__~ -- _\'ri~'l. - h II ~I :1 d *" i~r~'tii~j~:i ~. ~ if, - "'"UIH f}i ',1 ~ .1l q .. TEE o '" Htfc1C' J:t"3O ~t'''-I ". -~ t ~'~{r'f;~)t~ ~',;;t',,'J, "~,r .... ,.,rJ'n::1;~'f ilii:f}.'1,j 'tp. h',d~,,,,~, CROS~~PlUG PlUG-~ l' '!""~>~~~'H ~.( 'd;,l fr..'!f. - r- - 1/2 TIE RODS ,~'\~ 1;~, ~%:)ll '.. T .,.~ . ,,c~'!}~flM fi1:1tl-" i,~ I QJ Jtt BLANKED CROSS DEAD END ~~'iinn}~~' B h1 ~i .ff I,.:l,"" ~/c-.-, . f,.t'l ;~P... ~"."-; -i~tf lrk.", ',~.~v 1'.\'.1-:1 "~"'lJ ~ 1-1'f': 't' l I~ 1})' Lit- i"-~ 1tF~'} '1!~1\ b. f' 450, 22 1/20 BEND - q: I" tr-r'~ U .' C .1i1EJh~j!~~..hH'J.:fl' ~ f' ;:NV~' _ "f;' '.t 1.. 'l./IjH 1.. \1 Jl..~ -'I' n II li.j.l "" - H' ~~~"~ . f"",'~ #tr::'T~ ~,.. " ,u1'~rT ,.. .1 "\~1:41;' ) ~ 900 BEND 1/2 A-'j o.L ~/ ClASS C PIPE CONCRETE I I :r< ~!nn\t:v:..TlE RO~VAl VE Is...' ~~; -, M \L.. 11."" "-- I :!>. \. \. - PlUG I ~~ .J~IE ROD"-STUB 1/2 A NOT EI 1. NO BOL TS OR GLANDS SHAL E COVERED VITH CONCRETE. CONCRETE S L BE KEPT AT SUFf"lCIENT DISTANCE IN. 3' TYP.) FROM JOINT FOR REHOV f ALL JOINT ACCESSORIES INCLUDING BOL T 2. REINfORCIN TEEL BARS ARE NOT ACCEPTABLE fOR TIE DS. 3. TH NTRACTOR IS TO INSTALL 14 GAUGE I COPPER VIRE AROUND ALL 2~ PVC PIPE. ~ INLlNE VALVES TO BE RESTRAINED BY CONCRETE (CLASS C ONLY> AND TIE RODS. 5. If THE TIE RODS ARE INSTALLED STRAIGHT THROUGH THE M.J. BOL T HOLES1 THEN THE TIE RODS MAY BE SECURED BY Off-SET COR-TEN TYPE HIGH STRENGTH TIE BOLTS ONLY. METHOD 1 SlEEVE ClASS C "/PL~ r U2 A D.L L"\ CONCRETE (R C~ PU:_ \ TIE ROD"\ ~ ~:: ~ J. \....,.... ,-f;(. _ ..\-r P IMI J)l" I ~:'~~~E Roof 6~ L- U2 A METHOD 2 BLOCKING METHODS FO EAD s ~ a THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE BLOCKING AGAINST THE VERTICAL TRENCH VALL OF UNDISTURBED EARTH IN SQUARE FEET AT 2000 P.S.f. SOIL BEARING CAPACITY. JI POOR AND VET SOIL CONDITIONS VILL REQUIRE LARGER THRUST BLOCKING. g::i~E~E~ 1/2 A l ~E 'l'" ~ VALVE r~ln ~. :t~ tCj,.. if/ a ~ .. L-o r - I ".,... ~~ ~~l d B~:~~~E ~O~~.'~~L1 PIPE SIZE 4' 6' 8~ 10' 12' 16~ A 1 112 2 3/4 ~ 7 1/4 10 114 18 B (22 112') 3/4 1 2 3 4 7 B (4~') 1 2 3/4 3 3/4 ~ 1/2 a 13 3/4 C 2 4 7 11 1/4 14 1/2 2~ 1/4 LETTER 20~ 27 1/2 11 21 39 VALVES A~~; _/::,!ClASS C ,.... .;... "I~~RETE ~:~ \-,1,.-;--'; .1,. ' ~_. ~," t.'LJ.I. ~ \ . , , ~ ~"'1:.;..1- ' ~ h II - :J ri TEE ~~ v-- TIE ROD TIE RODJ"~l ( "-VALVE PlUG , TIE ROD REQUIREMENTS PIPE ~ QUANTITY PIPE SIZE 2' TO 10,,", 2 2~ 8. 4~ 12~ TO 16~ '- 4 6' TO 20' 20' 8. ABOVE '6 TIE ROO SIZE ~/8~ 3/4' BLOCKING METHOD FOR BRANCH VALVES DETAILS F'OR I-IYDRAULIC THRUSrr RES1'RAINTS FINISHED GRADE \lATER MAIN \ D 6 CLASS C CONCRETE ,',^J",': f.. '-'. 00 NOTEt THIS IS t-()T A DETAIL ~ THE , DISlNFEC TIONIot.lJ.UNA TIlN SlOV -rJ'F PERMANENT BLOW-OFF DETAIL - N.T.S. 2" PVC DEAD END WITH BLOW OFF - N.T.S. ME TER BOX .~ PVC STUB --- ~) : . ,,' 2~ BRASS NIPPlE 1 " ~ 1-4 GAUGE THNN / . TRACING WIRE / , u' ., if " .. fINISHED GRADE ~ /: 2~ GAL V PlUG .IC_-1. -,I 21 GAl V PlUG I ~~ I \".. ~ (~ 2' GATE VALVE \ ~ ~~A~ec\Z:\:Z1 ~~SSION \ ~ ,( .---- 2' GAlV PIPE 14 GAUGE HTAI 1/:,. ',' ' ~, "- COPPER VIRE 'J :'~tI ':. :, ..:\ ____ 2~ GAL V ELL ~ .. ~.- ! >:: . .~ ~}., r-wr ...,.. --7 ,/ - <,.:t.: i,- ! ~! .... ~ 2~ GALV NIPPlE ~ CLASS C /' , , 2' x 6~ GALV U4~ x 13~ x 24' CONCRETE J '/9' TIE ROD NIPPlE STEEL PlATE VI 3' DIA HOLE CENTERED METER BOX ~ 2~ )( 4:S' GAl V BEND ~ 2' GALV ELL AND 2~ GJL.V STREET ELL 4~ PVC STUB---- 2~ x 43' GAL V BEND OR 2~ GAL V ELL AND 2~ GAL V STREET ELL _____ 2' GAl V PI?( 4~"" , I., -. ~ c.t~ 2' GAlV ELL \ , " \ 'tJJ ~ TIE ROD ~ '/a~ FOR 2~ .. 4~ PI?( J/4~ FOR 6' TO 2()1 PIPE 2' GATE VALVE MoJ. eN> - AS SHNN MoJ. PlUG - '.1-iEN REQUIRE D TEMPORARY BLOW OFF (4" TI-IROUGI-I 12") ~ roO ::..:J', ~J ...:<,~/ ..,. W ~, .J ~ COILED TRACING WIRE \ (TYPICAL) I ~~ I ::;:v 'r I J I I J / ~/ _ _ l~ / ~ r - r- I 1\ \ \ \ \ \ \ \ \, ~TAPE "'-..... - - V --i t-- -1 , T 14 THHN SOUD COPPER TAPE ~ \ TRACING WIRE GENERAL NOTES: 1. PIPE UNE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER RECLAIMED WATER AND SEWER f'ORCE MAINS. 2 SYSTEMS-TRACING WIRE SHALL ALLOW . TRACABIUTY OF ALL PIPE BRANCHES INCLUDING THOSE f'OR HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTIRE LENGTH Of' THE MAIN AND SECURED TO THE MAIN EVERY ~~A(EE~x1~1~ iD~~~t~~JA~~. 1~~)BOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX fOR EASY ACCESSIBIUTY. SET TOP Of' VALVE BOX TO FINISHED GRADE EXTENSION STEil WITH 1 2- SQ. WRENCH NUT", (~"-:~: "~.. I ' . '. AND UPPER GUIDE ~ -4,":' . , REQUIRED fOR MORE THAN .' DEPTH --1 I- ~ 18.~'~8.X4. CONCRETE COLLAR WITH 14 REBAR TRACING WIRE CONNEC'fION 3- CLEAR ~ l ADJUSTABLE VALVE SOX A BOX SHALL NOT (CAST IRON) REST ON VALVE _____ r\ OR PIPE - ----L'... MECHANICAL JOINT VALVE (T1PE - ~ GATE VALVE AS SPECifiED) - - ~- ,J b ~ t--~_. I Z. :2 . <0 .., l TYPICAL VALVE AND VALVE BOX DErrAIL J. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENT- 1FED PVC VALVE BOX AT THE END Of' THE RUN. Vanasse Hangen Brustlin, Inc. r ron spor to t ion Lond Development Environmental Services 135 West Cen tral Boulevard Orlondo, Florida 32801 407 839- 4006 · FAX 407 839-4008 PREPARED FOR ELJH ORLANDO, INC. ,3200 Lown Avenue ram p a I F lor i do.) 3 6 11 813 202--1.313 C--' --,- ----,,--------- -- f----, f---- -----.-----_ f-- r- 'MNTER SPGS 3/22 3/24/98 NO REVISION DA TE APPYD DESIGNED BY I DRA\'\N BY I CHECKED BY __~PR _______L. APR eEC DnG CHECKED BY APPROVED BY WAS SCALE DA TE NTS 11/17/97 PROJEC T TI TLE WICKLOW ESTATES AT TUSCAWILLA WINTER SPRINGS ISSUED FeR Approval r- - DR A ~'NG TI TLE WATER DET AILS 1\ <0. ,.\' \ \ '~j \,'~\t\~l C-18 ~~\~~"1 \ .~~~.!) ~ET OF ~,..~"..\, ~. ~ VHBCAD FILE NAIJE \. ; "~' J'~ ~_87FINWATER :J "4 PRO~I(C r NO. ,I,!I" ~(-,~--A Stau~hp.r, /PF 60587.00 ,- DRAWlNG NO. , UNPAVED \:TOP OF BACKFILL ELEV. TO BE THE SAME AS EXITING GROUND BEFORE EXCAVATION UNLESS SHOWN OTHERWISE ON PROFILES. " , .' . 'I- I I t;;j 1Jr; .'.~~<?..b:' " " . ' " 181P ) ~.. .".' I, " ,. '. '=uEJ'T r ~f,'~Eili ,~. " . : :' " .~. ': .' : 01- BACKF ILL TRENCH ZONE .. -., g '. . ,-:.. ", .. ::- . : : ',::. '...', .. WITH FILL MATERIAL PER . '. , . . '. SPECIFICATION SURFACED IN SURFACED AREAS REPLACE SURFACE AND BASE IN KIND ',: : ': .... " ' " .' J .....:-...:. ~ ~ ~ ~ SLOPE (SEE NO TE BEL ]W) ---...... P I PEL I NE (SEE --- r---. DIIGS FOR SIZE> V(I '\ /~~'=J/ 413/16' PIPE ZONE AND PIPE BEDDING BACKFILL ~ ~d 18' MAX. NOTEI SHORE OR BRACE TRENCH WALLS WHERE SAFE SLOPES WOULD INTERFERE WITH EXISTING UTILITIES OR IMPROVEMENTS OF EXTEND BEYOND THE EASEMENT OR R/W LIMITS, TYPICAL TRENCH SE{; liON DETAil N,T.S. {~~:r ~~~n:~~~ ~~~~~~~~~U\ ~~~l~~~ ( ~~~_:~:~-- ~~ ~~ t~ 0S'0f0S' ~~ . ~~~~~~~n:~~u' t--i~~~~ ~.~ i-i MANHOLE COVERS N.T.S. MANHOLE FRAME 8. COVER FUR USE IN PRIVATE PROPERTY: U. S, F, 420G-( S, S,) DR APPROVED EQUAL _L14 223/4' -1 2'-r~~~~ 3/4' ~ ~ 25' _2' 1114 2~~;a' ~ 7'Ur---~, I. 14 2:~~2' -1 J fRAME - TYPE L(Stdj N. T,S. co ""~ lD (...J 0.. o o C If) .---4 C- o U) :.I: > PROPOSED SEWER TEE~ -L\ \ \ --I"\-- . NOTEI ALL DROP PIPING TO BE POLYLINED DUCTILE IRON, j U. S. F. 1125 FRAME OR ~A,PPROVED EQUAL 5~ ~ ~PRECAST FLAT V~FT- ~~: ~r-r"'-/" TOP SLAB 28' BELL-END PIPE PIECES / ( TYPICAL) HALF-PIPE CHANNEL FOR FLOW THROUGH MANHOLE MAY BE USED --\ ~~n TROWEL-FINIS~~ CONCRETE BENCHING ~w / ~ ~ STUB OUT FOR ~ FUTURE USE ~ I /N I ~~/ @ "I fY r f'~ , << 11........- -l// - V . PLUG~ V~~~1 V ~~ CONCRE TE BASE-" ~.~ LU 2, DEPTH OF ALL CHANNELS TO BE 80% OF PIPE DIAMETER, 3, FINISH OF ALL CHANNELS TO ALLOW SMOOTH FLOW. 4. CONCRETE BENCH SHALL BE POURED BEFORE SHUTTING DOWN DEWATERING OPERATIONS TO PREVENT FLOTATION, 5, BRICK MAY BE USED TO BUILD UP CONCRE TE BENCH, .....-.;; ~FLEXIBLE PIPE \ CONNECTOR (TYP) VPRECAST MANHOLE SECTION T ~BELL END 6' MIN. CONC.----- ALL SIDES ~:FLEXIBLE PIPE (3000 PS [) r--- 1 / CONNECTOR (TYP) \ I / / r:EFFLUENT l L~/ ,-^-, CROWN ~ -..::;: I EXTEND MH BASE----........... ~~E ~"---Sl-r:~. aD FOR DROP MANHOLES --........, BEND ~ ~./ r------u (INTEGRAL POUR) ......, . L---r--- [~~:OT~~CL/,QJ~CX7CJ{;;"3tTA7(J[p,k 82 ) ;?~~~~S~~~{5J~~~(<? ~~S~~~ cO 0) en ..... <'J ..... (I) <( ~(I) wI.:) Ci::Z -- :J:=' 0<( wCi:: ~t:l Z ~D - o..t:l W 0....... ~~ t:l I II EX TER lOR DRO"------- t ~- ) ----... {ri -..r (Y-; ....... C) N c- o. ""{ c o 2: c..n .::c CJ W ~ (J) <<1: 3: Z ~. lL. r- co to ....... ~ U) z C) u ~ ~ z ~. lL. ....... ~ u o ....... C) .-( u ....... r- to lD C) I.D ....... CL t-'Kt-l :AST CONCRE:TE DROP MANHOLE: N. T.S. Bd ~ ~SEE NOTE 1. j. I GENERAL NO TES, MANHOLE STRUCTURE -+-- .~ . . /) 1) SUBSTITUTE 'STORM' FOR 'SANITARY' ON ALL STORM MANHOLES. 2) MANHOLE COVERS TYPICAL FOR ALL FRAME TYPES, SET COVERS FLUSH IN PAVED AREA~ ~ AT GRADE IN UNPAVED AREAS NOTESI 1. Be = PIPE O. D. Bd = TRENCH WIDTH AT TOP OF PIPE MAX. Bd = Be + 24' MIN. Bd = MAX OIM OF BELL + 8' (UNSHEETED TRENCH) MAX. DIM. OF BELL. 12' (SHEETED TRENCH) ---rrElTaT8 -, ~~-- --i~COMPACTED '!! BACKF ILL ~ q )if L1 Be/4 (6' MIN) ~ KORBAND (OR EQUAL~ '<1 .: PRESS SEAL .'Q, .' PIPi- ~Ij~t L~~ ~-~~, PIPE CLAM . ~ ~l . 4.' '<1~ FLEXIBLE CONNECroJ -~- . ~--~ :~- - ~ 1ft MANHOLE FRAME ~ COVER <U, S. F. 420JT(S, S,) ~ DR APPROVED EQUAL. FRAMES BEDDED IN MORTA~ ~ '" 2 COURSES OF BRICK <MI~~ ~TT' ''" ~ zzzzr_______ 4 COURSES (MAX. ) ~; I ltd , , , ... 4' 'c; . PRE-PRIMED 3~ O!f~r' I ~r 24' ~.. ,.;'~ , . &., C> CONCENTRIC CONE ONLY COMPACTED SELECT MATERIAb- Be 2. DEPTH FOR REMOVAL OF UNSUI TABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION, FOR NON- CUSHIONING MATERIAL, DEPTH SHALL BE 6' BELOW BOTTOM OF UTILITY. PIP~j~ BELL ~" ...-;-- ...-;.r-; -V ~ i ~ .~::;>:~ >:>:>> Be/4 < 4' MIN) ill [y- .:~ .~. ~.' --L-.-rl "till ( r ~ .',..:->~: ~ ...,ONCRETE if '\.' :,~ - -mt-T~ " t- ~ ',~" - -,.. ~t-:/:T~ Be/2 TT:"'~~~ , CONCRETE~~;':'~/ ~:~" IT ',.,,~' ..'! ..,.~' ,." :=l'att ',~",~ TYPICAL MANHOLE CONNEC1JO~ N. T.S. , '4 ' : A PLASTI~~ JOINT . FILLER ;~ d WRAPPER ____~4 " (REMOVED) ~"~. ' , j 3, SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A MIN. OF 12' ABOVE TOP OF PIPE, OR HIGHER AS AUTHORIZED BY THE ENGINEER, AND LEFT IN A PLACE, IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30' BELOW 4 SURFACE GRADE UNLESS SPECIFICALLY APPROVED BRACING SHALL BE PROVIDED AS REQU I RE D. 'f> 4' OR 5' DIA : '~BITUMASTIC ',,1> <~ COATING PER (V-~ , SECTION ., 1\ . ' ~. 2-'. 05( E) '. j J.---SEE JOINT ~ , ~ DETAIL <TYP.) ~ INSIDE -f!?(, COMPLETED " JOINT WITH ~'d EXCESS FILLER .' .. ' " SQUEEZED d "4 , OUT Be/4 (4' MIN) UNDISTURBED SOIL OMPACTED GRANULAR BEDDING MATERIAL CONCRETE ARCH ENCASEMENT - ---.. Be/4 (6' MI~) CONCRETE CRADLE . , , " , TYPE I - HEAVY DUTY MANHOLE FRAME AND COVER" (rzzzz:r~/1L~ .~ ~ ~r CONCENTR I ." r-4, .. c> CONE ONLY ..,:~ 'I-r ~ . ~..', '. z 0~,~ 24' ~ i ., · . '.. 8' EXTERIOR AND C>,. -~ ....---MIN. U1 INTERIOR COATI ~G', 4' OR 5' DIA ~ I PER SPEC, ~ .. " ,.. ru ~r'-: ..' FLEXIBLE PIPE CONNECTOR :~ 12 O'L---8 DIA, :.~ PRECAST MONOLITHIC , " ..:::::---11~-' .. ------BASE SECTION CONCRE TE....... '., -------- ~',. . 6' FILL BENCHING>r----..... ~ c:; MINr. ". I --....., -I-~ ~ ' . . .1 -' - MIN. 9' COMPACTEa-~" . ~I>:; ~: :c;.. '.: ",,' 4~ t MiN./"'~': 8' MIN T ~~ Y'LJI'IN..Jt...>CLIl'\N..Jt..."""'" ll"Il'V't...,..".. A"ln:A vv A"I~ vv~~p.,"'YL>>'\N.A "~9R1~~~W~~~ [$" PRECAST CONCRETE GRADE RINGS OR BRICK COLLAR AS REQUIRED FOR GRADE ADJUSTMENT (2' MIN. - 12' MAX, HE I GHT) OUTSIDE " ' ~, "- ~> . , ~ ~ETAILS . .5. .. . I ..l> j. 12 ~ ~ 'r-~____ ~ u---:: . :; ..... \ / 0, 8 D I A. '. ' 6' "~ -r -~. MINr'~ ~f'...... 3' CL . , ,I" I #4 BARS 9' D. C, EACH II;'; ~:- ~',: : ' '::'" '~:; ':'; " :;,:~, <:J 8' MIN. 9' OF CRUSHED STONE-IX7r90~8}~.~OI ~liJ~ift..fsB..'~ (FOOT #57> O~.l$rpg~;);r~fi~ COMPACTED SUBGRADE - &dL/2 /~%j'~ ~~Ej~ .cJ,.ASS "A" aEQDI~G - SPECIAL CO~ N. T,S. JOINT SEALER SEE DETAIL 8' MIN <0-10' DEPl::) la' MIN (GREATER THAN 10' DEPTH) CONCRETE FILL BENCHING .A Bd < SEE NOTE 1.) --rr-TIEm3TB w :l: .J I.:) W ..... ~o ~w ow w.J u~ >~ u - <( , (I) (I) ~ <( (I) (I) , (1)0 .JI l \ .J 0.. <i c/) L- .J (I) ::s . <t <( 0 ~ I. I U(I) U ~:j ~ Ci:: a Q! ...... ...... ..... p:11S\E::l\ rff lL--COMPACTED rr BACKF ILL ...,~ L COMPACTED SELECT V- MATERIAL Be _ ./ COMPACTED GRANULAR ~~BEDDING MATERIAL PRECAST CONCRETE ~ N. T.S. CRUSHED STONE < FDOT tt57) , Z ,\J _ .....:l: ~ ........-- ~~ t II 17 PIPE--IT _L r--'~ BELL iTt--.\ ~- ?TBl~ ~ UNDISTURBED SOIL~ O. 6 Bf~ - NORMAL TRENCH (TOTAL) f~ I 48" DIA SHALLOW PRECAST CONCRETE MAMI:iQLE N. T.S. F- Be/2 , (SEE NOTE 2) SET COVERS FLUSH IN PAVED AREA~ ~ AT GRADE IN UNPAVED AREAS MANHOLE fRAME ~ COVER (U, S. F, 420JT< $, $. ' OR APPROVED EQUAL. FRAMES BEDDED IN MORTA~ GRANULAR BEDDING - CLASS t'B" BEDDING - NORMAL CONDITIONS N. T.S. 2 COURSES OF BRICK <MINr} 4 COURSES <MAX. ) I. ~~-~ ~ CONCENTRIC CONE ONLY t~' . d , . , , "4': .. PLASTIG--~' ,~ JOINT .~ F 1 L L ER ---"""""'.J;A \J RAPPER -------i-! 4 4,,\ (REMOVED) r ~.' INSIDE ~.I l' 6' MIN. ~ ,"; -f 3' 0' MAX ... I I I~ . " . 24' PRE-PRIMED . . c> . .i" ,.;~ , '/ C:: . , 't> 4' DR 5' DIA : "7B I TUMAST Ie ',,' <~ COATING PER (-~ , SECTION ,.. \ '.~ 2-', 05< E) ~'~SEE JOINT " , ~ DETAIL <TYP,) c> U. S, F. 440 FRAME OR APPROVED EQUAL -W'4 . '.' COMPLETED . :~. ',' JOINT \.I I TH #}' d EXCESS FILLER ;,' .. . SQUEEZED :::4 . OUT [$.' . , , , , PRECAST CONCRETE GRADE RINGS OR BR UCK COLLAR AS REQU I ~~Q ~ GRADE ADJ STMENT (2' MIN. - X. I 30' --1 4 HEIGHT. - / -+--1- 2' - 0' ~ " , p--' OUTSIDE 'j / ~ . . , ~, -yMANHOLE IIALL~rj - Ide jJ / \ " . ~ ~c> PRECAST FLAT TOP SLAB , ' 12 ~ . , -~ 1"---= ,. PIPE CUT OUT " -~--- 01 '.: IN FIRST SECTION f> 0, 8 D I A. I :./' '. ' V"- 6' "", III r~ ~ MIN. ~~r' -~~ tL 1_"""(;: ~ .'... c> . , c>' .. " · ~:l ..4 BARS 9' 0, C, EACH WAY. : 9. ~ 9 ~ .' '.':.;',;C>.... ~ 8' M I N, _CCJ ~y~=~,t,~~ ~.0lf.-yY:!9 (2JC;lr;7.1 9' OF CRUSHED STDNE- o8o<6~ap<6~D80~l,<v802~t:~ ~0~~:C~~7: SUBGRADE _ O~~~~ IX::: 8' 8' MIN <0-10' DEPTH) la' MIN <GREATER THAN 10' DEPTH) CONCRETE FILL BENCHING L, I .. ~-=- CONCAVE APRON 1 J J KEY JOINT STRAIGHT THROUGH ~ c.- - fiELD AOJUSTEO ~~ lOP SLAEl DOG HOUSE MANHOLE N.T.S. ffl-~MANHOLE IIALL -- C -~r d L~10 d END OF CHANNEL FOR TERMINAL MANHOLE 1 ~ N. T.S. ~ 8' l......c [LOW CtlAt:lli..E.l. QETAIL - SANITARY SEWERS N. T.S. ',J,./ ~ ~. I ) V~ I fl W/' r:=v _.1. 2' TYPICAL NOTESI 1. MAINTAIN DESIGN SLOPE ACROSS MANHOLE UNLESS OTHERWISE INDICATED. - - - '--- ~ROUND OR RECTANGULAR CONCRETE STRUCTURE MIN. 9' COMPACTED CRUSHED STONE (FOOT 1+57) BRAME CAS~ TOP S~Aa N.T.S. I J TYPE II AND III ~ BUILT ONLY YITH PREAPPROVAL OF WASTEWATER BUREAU TYPICAL MANHOLE PLAN N,T.S. Vanasse Hangen Brustlin, Inc. r ronsporta t ion Lond Developrr1ent En vironmen tal Services 135 West Cen tral Boulevard Orlondo. Florida .32801 407 839-4006 · FAX 407 839-4008 PREPARED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue fompo. Florido .3.3611 81-:3 202-1,31-:3 , ~ ~---- r--- -. r-- ------------------,-- ---~- t---- f---- t--- r----------- ---- r----------. 'MNTER SPGS 3/22 3/24/98 r---I---- NO, DESIGNED BY APR OFTG CHECKED BY REVISION DA TE APPVD fRAAPRY I CHEC_EC B_~____ ;\PPROVEO BY WAS DA TE 11 /17 /97 -- SCALE NTS PROJEC T TI TLE WICKLOW ESTATES AT TUSCAWILLLA WINTER SPRINGS ISSUED FOR Approval DRAWING T1 TLE W ASTEW A TER DET AILS , , r 40 \ ,~ , ,\ "\ \ ~~~J\l~\J C -1 9 -- SHEET Of \" ~') , \ ~;jeC5~7FINY;lsTE ~.~. - ., - PROv'EC r NO, 'I.;;"~\.I\ II A. Stllp.oA,., P.E 60587,00 \~ CRA\VING NO. ENDS TO BE CLOSED WITH BRICK MASONARY /j FINISHED GRADE AT RIll LINE __ _~:: if} 3' TO 4' ; ~STEEL CASING PIPE HIN. Il-=~~~ c~r ',\LL 1 -1'- -L -- j~~t C~ J-- r\ I I u.-.,.~ h-'x};~;l :~O c:: ~_'g;",L_ ': I I-1--l _:x- 4' X VAR X 6' - 0' O. C, SALT TRE ED ~:rt-~r-1r BLOCK SKIDS WI RECESSED GROOVE, ~ STAINLESS STEEL BAND TO BE BEL TED / ~ ,..t\ TO CHOCK IN RECESSED GROOVE, o~ ~~ A.. SECT1QN A - A N.T.S. ELAN THICKNESS O. 500' NOTE. SEE ARfICLE 271 'SANITARY SEWER-GRAVITY' OF CITY OF ORLANDOI ENGINEERING STANDARD MANUAL. MANHOLE ~~- / /T--~ I i I I ~--? g \ l( ~ \ r-~~~~)-COHBINATlON VALVE ~___ ~ 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 ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 3. 0 FEET, l' STAINLESS STEEL BAND (2) VENTED MANHOLE COVER , DOWNSTREAM' LOT LINE r~1 EE-) / tr1L~ f~R 6' .. NOTEI ANNULAR SPACE BET~EEN CARRIER PIPE AND CASING TO BE FILLED WITH SAND. AS REQUIRED MANHOLE FRAME S. COVER 2" CORP. STOP ~ ~ li. ~ ~ ~ ~ In ~~ 0 - Cole; ::=[ v , Y' I PLUG CARRIER PIPE J BACKFILL (95% PROCTOR STANDARD) 6'X 4' DOUBLE WYE WITH 6' CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN ~ SIZE VARIES l. ~f b~ ,-PIPE ZONE 6' MIN. ABOVE ELBa 4' TO 12' MAX. FILL MATERIAL BETWEEN LATERAL AND TRENCH "ALL. A .......L LIMITS OF CASED CROSSING-1 -, 8" ~ r ............... ,...-- Cleo.... Out I s to H ~ 3' H1N. bE? plo.ced o.t , ground level o.fter TV Inspection 8c o.ccepto.nce by the (L.....-- ut I II ty depo.rtMent. -~ DIA. ?\ - 7 a~/ ~.[ k-J ELM! t"'//////////// '//// ///// CARRIER PIPE~ ~Hl '- ~ 12Z///////'/////' ///L// '/////J 10' GROUND LEVEL BANANA BEND OR SWEEP SECTION TEE F I TT ING FOR D. I. SEWER < 10' xl0' x4' D. I. ) PIPE ZONE PER ASTM D 2321 ~ CLASS L I L I I I 4' DIA. PRECAST CONCRETE VAULT /CAST IRON FRAME fINISHED GRADE AND COVER ~ITH J7~ 36' sa. ACCESS 1I D. 4' HAX'l_ ~ __I' 17-1/4' ~V----GROUT -:r.:::~ 71[' WiiiI.,~=ka- -rr{:~!"Y'i:T ///,TI/~ . I ' I-I " . [j~~-::: :':'/i)//i! . . .,' ~OO.L~ , i:;-;/f/! PREMOLDE D PLASTl C -----....:/ . /'i /" >- 2' VALVE (TYP.) JOIN;.r~~~~: (HIN.) __ .__ / E_V::::/'--~~~~JDv~mG PIPE PLUG (TVP, ) . ~ ~ /' V'- CUT OUT FOR FORCE 2' NIPPLE _______~?.. MAIN AS REQUIRED 2' PLUG VALVE -____~~~ v-'-SEE NOTE 2 2' NIPPLE . //. lIP .' SERVICE SADDLE PER FITTINGS AND PIPE FOR - -.:.-;~ E~ ~~\ . SPEC. SECT. 50.5.4 A. R. V, SHALL BE CERAMIC -. ~'~~.. Ii . -- ." r--;~ r-.'-r- tt5 REINF. BARS EPOXY COATED D, 1. P. .. ,.~. '>, ~ ~~: ,,: ....r;.---- CONTINUOUS BEDDING ROCK ________ rs - <::.N'!';.,r/l '.J, Ul( (9--~]6' FDa. T. 1t5-' STONE ----....::;. (r~-i.ic"( 1!'\O~~-blI\rfY 'J,~'\rl. . . ,.-,.-,...' lXV"-~),,",1" _'V<>~ ' ,'-'v ,~ "-', ~~ ~'--- NOTE. CLEANOUT LOCATION AS INDICATED IN SERVICE CONNECTION DETAIL rfL..l~~~-____ 6' MINIMUM -------------_________.. -1'---,-_ ~-L-_____=] f!~~::=:: CLASS I MAT. BEDDI~ SHALL BE 95% PROCTOR V////////~ '//////////////. '////// 1"/////] I{((OJH ~l f'''-:J v///////////////////////////////////////. AFTER SANITARY SEWER INSTALLATI , SEAL BOTH ENDS OF STEEL CASING WITH BRICK~ORK AND MORTAR. A TALL RISER CONNECTION FOR DEPTH TO I~I ~F 10FT. OF GREATER . T. . llilI.E!... SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE pve SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE PROFILE ~-cv SEVER HAIN ____ ~J SIZE VARIES LEXISTING GROUND SURFACE _ '::L. :J: f\\V /rr.-... ::-=- ~ "",."".. ~ "''\~'''\\:II;..~ rr-- ~ 25' MIN. ~\t ~ I,~w.." L--8" X 16' REINFORCED CONCRETE FOOTING 5' M I N, TVPICAL VARIES (SEE D~GS,) z .... ~ - ~CONCRETE 2' ABOVE PAVEMENT V///// /ffh7/?A EXISTING PAVEME~ ~'\.'\.'\.~'\.~~' o (Y) I ---..______ - TYPICAL :st:..WER CONNECTION N. T,S. ---~ J:! I ~ 18' CAST IR~ ~~ VALVE COVER BOX ~ 4' TYPICAL CASW ~ROSSI.NG Ornu. . T. I .c.QM6INATION AIR & VACUUM RELEASE VA~VE N. T.S. ~~(" rB ~6\5 (~~) ~~"" BITUMINOUS COATED STEEL CASING PIPE--~~~~ INSTALLED BY BORING S. JACKING METHOD ~ING ~NDS TO BE SEALED PER DETAIL ABOVE, ELEVA TlON ~CARRIER PIPE ~~ h CAST IRON RISER ~~" ~ AS REQUIRED AS REQUIRED -- ~ w~ z :J ~ ~ ( ~- -- "y" FITTIN~_______ 6U CLEANOUT AT ~ -- . ~- 30. BEND _ I R/W LINE (TYP.) "'" Y LOT LINE ~ h -- 1--\ h ) ( , - TRAFFIC eEARI~G CLEAMQ![[ N. T.S. REBAR SIZES PIPE DIA. ( IN) 6-12 6-12 14-20 14 24 6... REBAR 0-45. tt5 90. t*7 0-45. #8 90. #8 0-22. 5. t*7 P;L:' CA: ~~/ ~ .,~ ~ ~ ~~ 1- ,. 2 ~ !f '[~ ~ ~~~~~ 2' 90' ELBOV M '--r----.-2' GS ~ ~1t[_~--r---2' 90' ELBOV fROM MAIN", ill BOTTOH -:\ -----METER BOX VITH COVER '" 5~'i~o~~~~c~ /6' or GRAVEL ~(!()~21:;16Cr CRUSHED ROCK 6<AQbc96<6Qb8o~ BEDDING . rQJ)",........ r..... ~O r"'\ r'-. r' ) ~FINISHED GRADE :.~~ ~ .'6.. ,~~~ :< ~ ~~ ~ ;> :'\ ~~ .( r.l- ~. I A<A ~~~ 'V0. 'r~ 'r.J0.. 'r . 'xV'J... 'A.. "h. 'v>.. v>-.. V>-.. v>-.. v~ ,~ '- "C ., /X/X /Y /)1' /X /X/X/.<T / i'ij",'V N^~V,,<v--<V --<<".(~ .J? / , ~ """'"'))..'~~ ,",)"\ "',,,,,yo. r-RETAINER GLAND '/<,,~~'V' / inn /WATER MAIN ICllir~ /45' BENDS tfr~ :bJHjr- ~>? ~ bJ --------_ EDGE OF -- PAVEMENT SEWER MAIN ~ SIZE VARIES NOTE. COAT REBAR WITH 2 COATS OF KOPPER 505) TNEMEC 46-450} OR EQUAL 15 MILS EACH COAT, z~ '-'w ~ > o ?'1U ~_~~~L6 -- .......... P\{' ,t,'-/) L~ :~.~:: ~ 6' Mf 'H'~~j~'r ,~r~ BOTTOM OF 6" TRENCH - ELAN ~-"""f-.-../ b TIE ROD ASSEMBL~ z ~. ~ " CO ~-t'~ r~ TURNBUCKLE CLEANOUT AT BUILDING (TYP,)\ -CJ 1 r-~--- T > .--,,- r: \'f'" -. h._ ""'~"'_ ~_"_ ..""".:~.~_ ....... TERMINAL DEPTH AS I / REQUIRED FOR HOUSE J - SERVICE (18" MIN.) w Z :J ~ " a::: CLEANOUT AT R/W UNE (TYP.) EDGE OF ~PAVEMENT p, .......-..: ~ CJ ,1 MANUA~ elOWOFF VA\.YE N, T.S. ELBOW (TYPE-4 VERT BENDl N. T.S. CONNECTION I TO ADJOINING PROPERTY ('- [ J. __~_ --- ""r,;::,:::_C- _ ______~~ M.I NIMU.M~ ---" -'- '--C. ........ --, --"- --..----, --- --.. -- - --'-..,- '--..-,..-.- '-, '-..- -....--.---- --....._-~ No. 3 BARS - :;:-v.:- ~ VALL "'V- ~ALL SLEEVE \' ....X '......... ..,."...-VATER STOP S. ..'. ,'. /' ANCHOR COLLAR r'~ -~--~~-[~[ !~-~1~---.~ V-GROUT ~~,~ ~----- 'F:~ . . . " '.' . . . . . ~ ... ,. . , . ~:'''''/ . ..(... ....... ...~...... . ~ . . . -. '.~ ...'.','. '..' ..... ...... ...'. '....... .r------UNK SEAL BRAND -~~~-~-~-~-~ WALL PENETRATlONi . 4' MAX. J l SEAL OR EQUAL rr 3 COVER (TYP) , v3000 PSI CONCRETE r-- r-:.. :--'~:-:-- :--~7iI -r--- ~,a .' . .' ..' . .' ..' . · tr ' ~ .:. .:. .:. '.0:.' '. ~'. ~ . ~1t~PIPE 'WRAPPED WITH ~ .. .'. ' :.- ' 6 MIL PLASTIC SHEET """"" ... .. . .. .. .. . t . ' ~ :.,t~~ ,,~, S V~ :' :. : /. .. .. . ,. ." ~ .. ...: .' /) ',.. ~ ,. ,~." M .':.';:: ":~,". .:. '.;:. · '. .. '. .. '. '.0' ~ ....0. ~ -6 ~ aA, " ~ a.. ~ "4' .' ~ "., ~ 4' . ' ~ N. T,S, STAINLESS STEE~~ CLAMPS (2 EACH) ~ ,,~ 9' +/- <D. I. P'h l) , \ ) SEWER MAIN ROTATE 30. 1?tJ- (TYPICAL) . "'{l _ >- . ~- SEWER MAIN ~ .. SIZE VARIES =tl ~~ 1=- ~ "-, (.I) " W CO...J _-l ~ o v FLEXIBLE SHEA~ COUPLING ~. NOTE: SERVICE CONNECTION DETAILS FOR P.V.C. PIPE 0/4 OR 6' MIN. TYPICAL ALL SIDES ~ ERQf1J.E ENCASEMENT DETAIl. N. T.S. co ~ In C) 0- o o C IT) ,...... C- O ill :..r: :> TYPICAL DOUBl.E SEWER CONNE..G nON N. T.S. PRECAST MAlliiQLE PIPE CONNECTlON- N.T.S. - ~r-- COMPACTED BACKFILL ) rn rn -C- 3 MIL POLYETHYLENE~~:;.>.~,;.,>:.;.~~.; III,~ '. '. '. '. '. '. . . . . . . . , >'. <~: >(:'8P"')\:', : . , ~CLASS Bd . ~ --- --- 1318\ ~ SET COVER Of' VALVE BOX AND CONeRE TE P)AD ?" BELOV GRADE IN PAVEMENH OR SHOULDER AND 2' ABOVE GiRADE ELSEWHERE --- [f 1 CAST IRON LID Be PROVIDE l' -6'$0 X 6" -\ THICK C~CRETE PAD FINISHED GRADE ~&,,~~<(X'~. "'. '.l===:#)' '. . ~R.~Y/-~,.~~~.' ~Y: ;Y)\{" . - . .~"?''/'>'/0V''>; , '\~~ rtfj );~:-k~COMPACT BACKFILL J ~~' AROUND TOP SECTION :;;: 6'MIN /~ CAST IRON VALVE BOX II TOP SECTION 15" LONG -----.n I - to c.n (J) Bc/4 (6' MIN) 1 CONCRETE _L TYPiCAL PL.UG DETAIL N,T.S. 'J" :.j --'r (yi .....-i , Z r. :-:- r.;- r.:-:- r. :-:-r.:-:- r. 'r..'. , , I ~x ,.,., , '. ,;.,-;;',.,'.;...;',; ~;<.;/. Bc/4 (6" MIN) >~~ ';..' ~.~.~ :', :,~:,~... -r--~.';I ~ ~ ',.,,;',.,,; ____CONCRETE PIPE-~' L _ ~\.~~.'~,~~_ BELL " ,:.:'\ ~ J :-;. :-":-: W Bc/2 -ill ;>.:';;".~d J.;/'<' 11 - ...~~...~ ..~- ~.~~..~ ~ IT] >\/. ;;>>: >>>>>>>~ ] :1 t3TT ..".' 'T(E3I~ <:) (\j c- o cc{ c o ;E SET TOP OF VALVE BOX ~ TO FINISHED GRADE 31t CLEAR EXTENSION STEM WITH 1 -~ \- 2" SQ. WRENCH NUT ,.~ ,"-"":II4'tl;...t 1..._ AND UPPER GUIDE -~ -r-~ ~ 18ltx18ltx41t CONCRETE REQUIRED FOR MORE ~ COLLAR WITH #4 REBAR THAN 4' DEPTH " n ADJUSTABLE BOX SHALL NOT J - VALVE BOX REST ON VALVE ~ '1 (CAST IRON) OR PIPE -----------.--.....___.__) r\ l MECHANICAL JOINT VALVE (TYPE / -~ r GATE VALVE AS SPECIFIED)-----~..;<'J, ~ ~ S ~, ~ -- C. PIPE TO BE ENCASED MUST BE 'WRAPPED ~ITH 6 MIL PLASTIC SHEETING. EXTENSION ROO REQD ~/ 2" OPERATING NUT 6' BELOV GRADE ~HEH VA~VE CIL IS OVER 4'-0' BE~OW GRADE 5" CAST IRON SOIL PIPE EXTENSION LENGTH AS REQUIRED X~L~M~~IED --(tr~ ~ GEAR OPERATOR \ ~#" l/ '- - DIA OF PIPE OR 12" MIN *5 REBAR" 2 REaD --~-' ~ .L. r-~ _ LENGTH Of :SUPPORT !).'!) ~~-lt5 REBAR, 2 REQD ::a VALVE LE(NGTH +12' · -"~H _ 4"<TYP) ----i rf4- NOTE. 1. THE MINIMUM DIMENSION FROM DIA OF TOP OF PIPE TO FINISHED PIPE +12' GRADE SHALL BE 3.0 FEET. Bc/4 (4" MIN) en ~ o w ~ (J) ....( 3 Z ~-l lL. r---.. co to ./"" ~ U) z o U ...J .-{ Z ~i lL. ./"" ..:( U C) ./' C) cc{ U ./' r---.. to LO <:) l.D ./' 0..: I. z ~ A. 'WHERE THE VERTICAL SEPARATION FOR A SANITARY SE'WER IS LESS THAH 18" FROM A POTABLE ~ATER MA I H, THE SE 'WER SHALL BE D. I. PIPE OR ENCASED IN 6" Of CONCRETE FOR A DISTANCE Of 10'; EACH SIDE OF THE WATER MAIN CROSSING. -'. Bc/4 (6" MIN) s: <.D r.() CONCRETE ENCASEMEMI N.T.S. t B. 'WHERE THE HORIZONTAL SEPARATION B(T~EEN SANITARY SEWER AND 'WATER MAIN IS LESS THAN 10"} THE SE~ER SHALL BE D. I. P I PEl OR ENCASED IN 6" OF CONCRE TE. SEWER CONFLICT DETAILS N. T.S. Y.AL..VE & BOX N. T.S. BURIED BUTTERFLY OR PLUG VALVE BOX SETTING N. T.S. Vanasse Hangen Brustlin. Inc. r ronsporta t ion Lond Development Environn"lental Services 135 West Central Boulevard Orlando, Florido 32801 407 839- 4006 · FAX 407 839- 4008 PREPARED FOR ELJH ORLANDO. INC. 3200 Lawn Avenue T ani p a . F lor i d (j 336 11 813202--LS13 r--i----------- -- -~- - --- f---- --~- '-'------'----_._,------ t---- --- f------ -- ~ f----- ~---- t----- -------------r--- 1 'MNTER SPGS 3/22 - ----- 3/24/98 NO RE'v1SI0N DA TE APP\/D DESIGNED BY APR DFTG CHECKED BY I DRAWN BY I CHECKED BY AP R ___-..l..__~E__C__ _ ___ APPROVED BY WAS ..----- r---- DA TE 11/17/97 'SU~LE NTS PROJEcr flTLE WICKLOW ESTATES AT TUSCAWILLLA WINTER SPRINGS ISSUED FOR Approval DRA'NlNG fI TlE W ASTEW A TER DET AILS ~ ~ \\~ .1 l~ 11 . ~. ~ ~)'1, i\ \~~t "~~ wi~l slw,h'lr P.E 'J ~O DRAWING NO. C-20 SHEET OF \lH3CAD FilE NAME 587FINWASTE PRO,)EC T NO. 60587.00 NOTES 1 ALL CURB INLETS AND DITCH BOTTOM INLETS ARE TO BE PROTECTED DURING . CONSTRUCTION WITH HAY BALES AS SHOWN ON THIS DETAIL SHEET. 2 SILT FENCE TO BE USED AROUND THE PROJECT PERIMETER DURING CONSTRUCTION. . SILT FENCE BACK WITH HAY BALES ARE TO BE USED ALONG THE NORTH BOUNDARY OF THE PROJECT SITE (ALONG HOWELL CREEK). 3. SITE FENCE/HAY BALES ARE ONLY TO BE REMOVED AFTER CONSTRUCTION IS COMPLETED. ~' 16VINYL SHEATHED EAW STEEL CABLE (9800 LBS, BREAKING STRENGTH) WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT) CLOSED CELL SOLID PLASTIC FOAM FLOTATION (8" DIA, EQUIV,) (17 LBS, PER FT. BUOYANCY) ~.. POL YPRO ROPE (600 LB, BREAKING STRENGTH) 1" G~~F: o'~~L1 N CLOSED CELL SOLID PLASTIC FOAM FLOTA TION (6" DIA, EQUIV.) (12 LBS. PER FT. BUOYANCY) '0 o .- SLOTTED PVC CONNECTOR PIPE (METAL COLLAR REINFORCED) SILT FENCE BACKED WITH AY BALES ALONG PERIMETER OF WETLAND II I .- SILf FENCE BACKED WITH HAY BALES ALONG PERIMETER OF WETLAND LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. o W ....J <5 U) ~8 OZ. NYLON REINFORCED PVC FABRIC (JOO PSI TEST) WITH LACING GROMMETS (18 OZ. NYLON REINFORCED PYC FABRIC (JOO PSI TEST) ~: .K STRESS PLATE ,~~~ J .. TYPE II "" L 1~' GALVANIZED CHAIN rv<V ~ "'-<-~"\ fy~~ ~~ / ~ ~',,?-1.j ~ ~<v\ 1) ~~<v 'v~ n~G ~~ ~v ~ ~q:. ~<<J "?~\ ~ -\ l a "- ~ <<Ja ~v t"~ ~ 0'5 N~ rv~\ G ~ ~ ~ o~ ~~ va t Lg~ FOOT TURBIDITY BARRIERS AS PER 1992 FOOT INDEX # 103 { 1 0 =5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). 2 0 =5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5'). CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO(2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER. COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND 1\ SHALL BE AS APPROVED BY n~E ENGINEER. TYPE A OR B FENCE ----l, _....._,-----:-..---.------,'0----- ....---'0--- f~~J~!!!,!l!JlT ~n~ NOTE: BALES TO BE STAKED AT THE DIRECTION OF THE ENGINEER. WETLAND TO REMAIN SILT FENCE ALONG PERIMETER OF PROJECT SITE - LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. BALES BACKED BY FENCE 2' TYP STAKED TURBIDITY BARRIER -- PHILIP R. YOUNG GRANT (PB. 1, PGS 35-38) GOLF COURSE \' \, \ \ '\ SINGLE ROW OF HAY BALES . <31 (~ ---=~f --'l:~~ ~~ -~~ /4\-/1 ~~ ~ -~- ~ ~ ----.~~~ ',__ / '1 ~, / -~------ ' - / - '- -..1 -~.-------- " -------- - - -- r~'------; --- - L ~ EXISTING ~ '. -.. -. - IU . GRADE ------- ------- - ......- SILT FLOW --- ------------------- - 'Sf' \ ------- ------- -, _____- 4 0 SEc-nON A-A -<:4 SILT FENCE ALONG PERIMETER OF PROJECT SITE 9 NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART, AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES. .4', / / I ~. I ------f ------.'-----.-- ---------t 1--- ~~.J~=~- _ ~.____ ___. I ! --.I~~::.=~~L- ../ NOTE: BALES TO BE STAKED AT THE DIRECTION OF THE ENGINEER. TYPE III SILT FENCE 8 '" "''- ')8 / SILT FENCE to ...t l.D U Cl.- a CJ c: (0 r-i c- O ill ::r: > / 4 -~/r / / / / I /, /'~ / '-" II II C) "'-, ;r "'~'~, !~~~~ "'-, V 0)" "'-, '-.11_; '--., ~- ,( I / I / I / / -......., ........." ! ....---......J.., -------... '......... ....... ------------ II I! \ II '. , '-" ........,-- I I Ii I \ II / '0 l J J I~ r, l If. \1 II ill ()) en ~i -=-_gRl ~>-\\--\ ru (D (Tj o :.; ~i PHIlliP R. YOUNG GRANT (PIS. 1, PGS 35-38) GOLF COURSE SILT FENCE WITH HAY BALES N. T. s. PARTIAL INLET L SIDEWALK~ () DITCH il "-" II -;: II o~ 1\ ~... II ~o fJ o~ - .,ll ~ 0) I ~~ 0.. -0 ~. o CO '-' DITCH <:> (\J L :t c: o 2: 01 TCr-~ BOTTOM INLET 20' c:.n .$ CJ a... a... a... :z: 1---4 l1- r--- 1...0 lO ,/ I- U) z: C) (J _J <'( Z r-i l1- ,/ ...{ (J C) ,/ C) <( u ,/ r--- 1...0 l.D o '.0 ,/ CL ~ # '-- CURB & GUTTER ~llIIII111'IIUIlII!I,l!fJI1tlll!1I1,!,Jlr. ~ lllllulllllllllllllllll SEDIMENT PIT TO BE STABILIZED AS EQUIRED BASED ON FLOW AND GRADE FILTER FABRIC COMPLETED INLET -::---:-::-~,:.~~ G: . -. -- ---p-~--'- PNOR-THERN WAY (80,0' RIGHT -OF-WAY) SOIL TRACKING PREVENTION DETAIL (INDEX 106 AS PER FOOT 1996) AGGREGATE ANCHOR BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE. HAY BALE PROTECTION AROUND INLETS ,) t) Vanasse Hangen Brustlin, Inc, T ransportat ion Land Developrnent Environmental Services 1 -35 West Cen trol Boulevord Orlando, Florido 32801 407 839-4006 · FAX 407 839-4008 PREPARED FOR ELJH ORLANDO, INC. 3200 Lawn Avenue T ampo, Florida 3,36'11 813 202-- 1-313 'MNTER SPRGS 3/24 3/24/98 NO REVISION DESIGNED BY DRAWN BY ~-~- ~~ DA TE APPVD CHECKED BY eEe DFfG CHECKED BY APPROVED BY WAS 11 12 97 SCALE DA TE 1" = 100 PROJEC f TlflE WICKLOW ESTATES AT TUSCAWILLA WINTER SPRINGS ISSUED FOR Approval DRA'MNG TITLE STORMW A TER POLLUTION PREVENTION PLAN DRAWING NO.