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HomeMy WebLinkAbout2009 08 24 Regular 601 Final Engineering and Landscape Plans for Proposed Tuscawilla Country Club Golf Course Feature/Dry Rentention AreaCOMMISSION AGENDA ITEM 601 August 24, 2009 Meeting CONSENT INFORMATIONAL PUBLIC HEARING REGULAR X MGR /DEPT //~d~ Authorization REQUEST: The Public Works Department requests the City Commission review the Final Engineering and Landscape plans for a proposed Tuscawilla Country Club Golf Course Feature /Dry Retention Area, located on the north side of Northern Way west of Wicklow Way PURPOSE: To review the Final Engineering and Landscape plans for the proposed Tuscawilla Country Club Golf Course Feature /Dry Retention Area BACKGROUND INFORMATION: Final Engineering /Site Plan and a Developer's Agreement for the Tuscawilla Greens 60- unit condominium project adjacent to the Tuscawilla Country Club were approved by the City Commission at the September 8, 2008 meeting. The Tuscawilla Country Club Golf Course Feature /Dry Retention Area is a related project being submitted to the City Commission as an amendment to the approved Tuscawilla Greens Final Engineering plans. • The Tuscawilla Greens site requires extensive over-excavation and removal of unsuitable soil materials near the ground surface. In addition, much of the finished grading at the site is above the existing grade. Fill material must be imported from an offsite location in order to raise the finished grades across the site and replace the unsuitable soils. • A similar project called the "Northern Way Borrow Area "located east of Wicklow Way was approved by the City Commission at the February 23, 2009 Commission meeting. The Northern Way Borrow Area, which was designed in accordance with wet detention pond design criteria, was recently completed; however, it did not supply the full amount of fill material needed for the project and thus a second nearby Northern Way Golf Course Feature is now proposed on the opposite side of Wicklow Way. PROJECT OVERVIEW: • The Tuscawilla Country Club Golf Course Feature /Dry Retention Area is proposed as a source of fill material for the Tuscawilla Greens site. The project is located on the Tuscawilla Country Club property, at the north side of Northern Way, west of the Wicklow Way intersection (see Exhibit 1 -Aerial Map). The Golf Course Feature is located between the Northern Way right-of--way and the fairway for golf course hole #5. • The Tuscawilla Country Club Golf Course Feature has been designed in compliance with dry retention pond design criteria. This is different from the recently completed Northern Way Borrow Area, which was designed as a wet pond (having a permanently visible water surface). The bottom elevation of the proposed Dry Retention Area has been set at a minimum of 1-foot above the estimated seasonal high groundwater table elevation and the side slopes are 4:1. The retention area will be normally dry and is designed to allow any stormwater entering it to percolate through permeable soils into the shallow groundwater aquifer such that the pond is returned to a dry condition after a maximum of 72 hours. • Soil excavated from the Golf Course Feature /Dry Retention Area will be hauled to the Tuscawilla Greens site by trucks using a route from Northern Way east to Greenbriar Lane north to Winter Springs Boulevard. Tuscawilla Greens is located on the south side of Winter Springs Boulevard between the Country Club and Howell Creek. OFFSITE DRAINAGE AND EMERGENCY OUTFACE: • The Golf Course Feature /Dry Retention Area will receive stormwater surface runoff from the south and east sides. On the south side of the pond, stormwater runoff from the north side of the Northern Way right-of--way will drain into the pond. • The proposed Golf Course Feature /Dry Retention Area is designed to retain the 100- year storm. In the event of an extremely large storm or a series of severe storms the pond would overflow to the west and drain to Howell Creek following the existing established drainage pattern in this area. GOLF COURSE FEATURE /DRY RETENTION AREA APPEARANCE: • The top of the retention area bank will be at the existing grade, meaning that the pond bank will not obstruct the view of the golf course from Northern Way. • No existing trees will be removed for the retention area construction. All existing trees in the project vicinity are required to have tree protection barricades as shown on the Final Engineering plans. • The proposed pond will be landscaped at the perimeter as shown on the enclosed plans. The landscaping is intended to enhance the appearance of the retention area without obstructing the view of the golf course from the surrounding homes. 082409_COMM_Regular_601_Tuscawilla Country Club Golf Course Feature • The retention area will not be fenced, as it has 4:1 side slopes and a fence is not required by Code. The top of bank on the south side is located approximately 35-feet from the Northern Way pavement, a 25-mph residential street. COMMUNICATION WITH SURROUNDING RESIDENTS: The initial plans received by Staff for this project showed the project to be a wet detention area, similar to the existing Northern Way Borrow Area recently completed on the east side of Wicklow Way. These plans were mailed to the surrounding homeowners immediately adjacent to the site as a courtesy and to request their input. Two homeowners responded and expressed opposition to the project with reasons given that it would be unsightly, a safety hazard, it would attract mosquitoes, and that it would not be well maintained by the Country Club. The revised plans showing the Golf Course Feature as a Dry Retention Area were mailed to the surrounding residents on July 30, 2009 advising them of the updated design and the agenda item initially scheduled for the August 10 Commission meeting. After the item was postponed to the August 24, 2009 agenda, notices were sent to the surrounding homeowners advising them of the new meeting date. RECOMMENDATION: Staff recommends the City Commission consider the proposed Tuscawilla Country Club Golf Course Feature /Dry Retention Area. ATTACHMENTS: 1. Exhibit 1 -Aerial Map 2. Exhibit 2 -Final Engineering and Landscape Plans COMMISSION ACTION: 082409_COMM_Regular 601_Tuscawilla Country Club Golf Course Feature I~~ O ~: ° WIGKLC~W . , Y M N O O O O _ ~, '~' in ~ O O ~ ~ Q ~O c O o O c ^~ ~: ~ ~ O ~ © o d V~ ~ O -~ ,_ ~ J ~ o 0 C7 '~ d 0 ^~ M O W Z ~, a~ o~ v~ o' 0 M o~ 0 N O O O O I ~~ N O ~ ~' -~ O ~ ~ ~ ~ No ~° ~ ~. . ,. :' M ~ 3NI~H~l~IW °i ~~~ 3~ r ~~~ r s i%~C r~ ~ 4 ~ O U r~ "! O ~^ ~ ~ v, `1 c " ~ ~ '~ ~. g~ ~s. 2 W a et U N J N A~ W O L 0 r.. ^L W .~ O Z .~ E..~ ~+` C W Q~ _ t L. i x ,~ 0 0 W QY O O * ~ ~Q ~ ^ /~ x ~ {.~~ O ~ ~M~.yy t N ~X /O/ N~ O 0 Y O O `t~ x a tV1 a ~ 'S ° SC ~ h Yh ~ r off.- S~ o ~€ s ©^~ x 0 0 0 0 tp$bo !- r C/ Y ~ X ,r~\ is ~~ ,~ ~•~-+. ` ~ i~ / ~ ~~u° ~~ odor rir~ ~ ~ $ I m N "1 nn~ 1` *~ ~O a~i ~~a. N h+ yd~ tt~7 ^ y ~ O _ ~ ~ ~ 3 ~~ ~e~ ~E ~ ~ w d3~~~ o ~~ ~~~ o ~ Y 0 w~i 0 -- ~i..`r=~j------..~-- ._. _, ~ a - a ~ ~ _ ~ m a ~ h a ~ n ~ ° a ~ o Q A Sf £ O O s .. O ~ ~ - p a n A ~ t 0 U ~ y y 9 u tl G O O v y O O ^ r, O ~ ~ a q m m C O 3 S l < ~o ~ ~ ~C- u -' pp a o n 3 a a o ~ Y x 'n ^~ V ~ A C ~ ~ L Q L }~;,, . G. ~~ ~~ ~ ~, ~~ .c °~ ~ ~ ~ ~ ~ . ~ ~~~ +~ ~ ~ Q ~ . ~ ~ •~ v .c ~ g ~ ~ '~ to }"' ~ ~ ~ ~ Q 0 . w tS / V ~ d3 :~ ~ t~ ~+tif n Bw» ,oe ~ e ~~ " ~r---._.._ ` ~ I ,~ ==~ I N r, ~1 ~ x n m ~~ X x "~~' -~. ~, {~ ~~ Y` ( / c ~-~~J g / 1~Y1 /' / X /~f~ l~ .~ Y ° 6 ~ ,~ y <'~ p c~° .t eq/~ O O Q rva0 60 u °u ~0 a 0 YI O < x ° O ~X o ooo~ 0 qrt ra, 0 m b ~ ~:. x q ~~ 1 b ! 6 ~ ~a ` / R G ~ ~ / a ~ sj a-~O o~ x o m c: .2' a o ~, "" P ! r _N OO (i}r ~~R A %{ X ~ CY q 4 ~ O Y G O ~ ~~ 'J O v`-~ ".a O~ V ."^~. m ~~ ~~ ~ ~'/_~ / 1 j T t# x 3 L C r w = _, ~.~ I \-i ~~ t t{, '.' I ~ ~ ~~ ~~ ~~4 ~~ ~ ~y ~` ~~ ~ `~ (~f t ~~ 1~ f 7 t •~ ~' ~ }x Y 4 [~iy i} p U V U~ h ., w~ n~~ ~~ ~_ ~~ ., z a W a U N dZ J \~ . ~: 68 ~. !V ~ Y N L N {~ ~ ~ ~ ~ z >°~ ~~~ 4 ~~'~~' ~. ~ c ~~ ~~ ~ ~ ~ ~,~ ~ p "' r The Greens at Tuscawiila -Northern Way Borrow Area - 2 Plant Material List LIT 32 Lagerstroemia indica 'Tonto' / Tonto Crape Myrtle SB 426 Spartina bakerii /Sand Cord Grass DTV 154 Danieila Tasmanica Variegated /Flax Lily 15 gal. MT 1 gal. 3' oc 1 gal_ 3' oc 3' layer pine straw much under LIT, SB 8~ DTV. Coordinate irrigation with existing. Al! plant material to be Florida # 1 or better and may be rejected for any reason If not suitable to Landscape Architect and City representative. DAVE SCNMITT ENGINEERING INC. July 28, 2009 Mr. Brian Fields City of Winter Springs 1126 State Road 434 Winter Springs, FL 32708 RE: Tuscawilla Country Club Golf Course Feature Final Engineering Dear Mr. Fields: This letter is sent to you in response to the comments dated July 13, 2009. Your comments are included in this letter and are shown in italics type. Our responses appear directly below your comments and are shown in bold type. 1. At the western end of the site, the pond appears to encroach into the Northern Way right-of- way. The 40.00' dimension shown is noted from the roadway centerline, but the centerline as drawn appears to be closer to the southern edge of pavement line. There should be +/- 16 feet from the back of the existing sidewalk to the right-of--way line. Response: As discussed at DRC 7121/09, we have spoken to the surveyor and are showing the R/W line 40' from the centerline of Northern Way. 2. Where the pond narrows down, the pond bottom will be approximately elevation 48.0 and will be exposed during dry periods. The narrow point should be eliminated or modified as needed to avoid the unsightly appearance of a dried out pond bottom. Response: The pond has been redesigned to be dry. The NWL and pond bottom has been adjusted to elevation 49.8, which is one foot above the average SHWT elevation. 3. The proposed normal water level of 48.5 is not supported by the geotechnical report. The average existing ground elevation is 53 to 54. Per the geotech report the SHGWT is 5-6 feet below ground surface, or in the range of 47-49. The normal water level should be set at the average between the seasonal high and seasonal low groundwater levels. Response: The pond has been redesigned to be dry. The NWL and pond bottom has been adjusted to elevation 49.8, which is one foot above the average SHWT elevation. 4. Provide a temporary dewatering area similar to that used on the first borrow area. Response: The dewatering area will not be needed since the pond has been redesigned to be dry. 5. As an informational item, the City has provided a courtesy notice and distributed the plans to the seven homeowners on Northern Way closest to the proposed borrow area. The homeowners have been asked to provide any Input before the Staff review meeting on July 21. Response: This is understood. 3680 Avalon Park Blvd. East, Suite 310 Orlando, FL 32828. Phone: (407) 207-9088 Fax: (407) 207-9089 www.dseorl.com • Page 2 July 28, 2009 6. The water level at the existing borrow pond is approximately 3-4 feet below the design normal water level of 45.0, even though we are now into the wet season. The water level has consistently been at or below the transition point from 4:1 to 2:1 side slopes, which is set 3-feet below the normal water level per the City Code. It is a potential safety hazard to have the normal water level within the 2:1 side slope section. Please investigate this issue and address the deficiency before the next pond is submitted for final approval. Response: We have discussed this and we are maintaining our design, based on the geotechnical information. It is customary for us to design wet ponds using the SHWT elevation as the normal water elevation, as this has been required in many other areas. We have researched the City of Winter Springs land development code and have not found the requirement that the normal water level be set to the average of the SLWT and SHWT. We believe that our responses sufficiently address your comments. If you have any questions or concerns, please do not hesitate to contact us at Dave Schmitt Engineering, Inc. at (407) 207-9088. ~~ . . e chmitt, P.E. President Dave Schmitt Engineering, Inc. cc: Rick Casey, Congressional Homes & Developers of Florida Ted Schwartzhoff, Dave Schmitt Engineering, Inc. File RTC_Letter TABLE OF CONTENTS 1 CO~/ER SHEET 2 GENERAL NOTES 3 SITE PLAN ~ ~ ~ ~ ~ ~ ~ ~ ~ DEVELOF DEVELOPER/OWNER: UVINTER ; WINTER SPRINGS INVESTMENTS, LLC 1491 EAS~ 1491 EAST S. R. 434, U N IT 103 V1/1NTER ; WINTER SPRINGS, FL 32708 ~ a 407-971-8 407-971-8857 00 FAX 407-~ N FAX 407-971-1538 ~ MR. RICK ~ MR. RICK CASEY N o ENGINEE ENGINEER: SITE LOCATION ° DAVE SCI N DAVE SCHMITT ENGINEERING, INC. ~ 3680 AVA 3680 AVALON PARK EAST BLVD. N ~ ~ UTE31( SUITE 310 ~ ORLAND( ORLANDO, FL 32828 3 407-207-9 407-207-9088 ~ FAX 4 7-~ ~ 0 FAX 407-207-9089 ~ U ~ ~ MR. DAVE MR. DAVE SCHMITT, P.E. _ ~ ~ m SURVEY( SURVEYORS: - N~ BENCHM~ 0 BENCHMARK SURVEYING & MAPPING = 557 WESI 557 WEST PLANT STREET ~ UVINTER ( _ ~ WINTER GARDEN, FL 34787 c 407-654-6 407-654-6183 DAV E S C H M I TT DAVE M. SCHMITT ~ ~ MR. JOE ~ MR. JOE JENKINS FLORIDA REG. NUMBER N ENGINEERING, INC. 48274 a REVISIONS L ~ DATE BY DESCRIPTION DATE BY DESCRIPTION 3680 AVALON PARK EAST BLVD., SUITE 310 3 THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS 0 rION PLANS AND SPECIFICATIONS AS ORLANDO, FL 32828 L L CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDAR Q E STANDARDS AS SET FORTH IN THE 407-207-9088 m "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTF ~N, CONSTRUCTION AND MAINTENANCE FAX 407-207-9089 N o FOR STREETS AND HIGHWAYS AS PREPARED BY FLORIDA DEPART DA DEPARTMENT OF TRANSPORTATION _ U DATE: JUNE 2009 JOB NO.: -----B2 SHEET: 1 OF 3 ~ GENERAL NOTES STORMWATER/EROSION CONTROL 1. ALL CONSTRUCTION SHALL CONFORM WITH THECITYDF WIN7ER SPRINGS STANDARDS AND THE LATEST F D O.L STANDAR~S FOR ROAD & ~g, THE STORMWATER SYSTEM FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCEWITHAPPLICABLE RULES AND DESIGN BRIDGE CONSTRUC710N. S7ANDARDS OF THE WA7ER MANAGEMENT DISTRICT OR REGULATORYAGENCY WITH THE MOST STRINGENT DESIGN STANDARDS, AS 2. TNE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING ROAD RIGNTS-OF-WAY WITH THE CITYOF WINTER SPRINGS. REQUIRED BY THE SAINTJOHNS RNER WATER MANAGEMEN7 DIS7RICTAND THE CITYOF WIN7ER SPRINGS, FLORIDA. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRAC70R TO INSURE THATALL REQUIRED PERMITS ARE OBTAINED AND IN-HAND BEFORE 19. ROADWAYAND DRAINAGE DESIGN PER CURREN7 CITYOF WINTER SPRINGS AND TNE FLORIDA DEPARTMENT OF TRANSPORTATION BEGINNING CONSTRUCTION. S7ANDARDS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEE7ING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS. 20 THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE MAINTENANCE OF ALL RETENTION AND DETENTION FACILITIES AND LANDSCAPE BUFFERS, THROUGN THE Dl/RATION OF THE PROJECTAND UNTIL THE WORK HAS BEEN ACCEPTED BV 7HE OWNER ALL DISRUPTED 5. TNE CONTRACTOR SNALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FOR AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. NOTIFYING THE VARIOUS UTILITY PROVIDERS TO MAKE THE NECESSARYARRANGEMEN7S FOR ANY RELOCATION, TEMPORARY DISRUPTION OF p1 THE CONTRACTOR IS RESPONSIBLE FOR MEETING THE REQUIREMENTS OF EPA AND FDEP AS 17 RELA7ES TO THE NPDES NOTES SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. 7HE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CROSSING INCWDING THE POLLUTION DISCNARGE CONTROL. AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONS7RUCTION SHALL BE RELOCATED BY THE RESPECTNE UTILITI' PROVIDERS AND THE CON7RACTOR SHALL COOPERATE WITH THE U7ILITY pp, AN EROSION CONTROL PLAN WILL BE APPROVED BY THE CIT1' OF WIN7ER SPRINGS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. PROVIDER DURING RELOCA TION OPERATIONS. ANY DELAY OR INCONVENI ENCE BY 7HE VARIOlIS UTILI7IES SHALL BE INCIDENTAL TO THE CONTRACTAND NO EXTRA COMPENSATION WILL BE ALLOWED. 23, THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CIT1' OF WINTER SPRINGS STANDARDS, 6. THE LOCATION OFALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS AND TOPOGRAPHIC FEATURES SHOWN ONTHE PLANS HAVE BEEN DETAILS CONTAINED IN THE PLANS, THE FOLLOWING N07ES, AND AS DIRECTED BYTHE ENGINEER. DETERMINED FROM THE BEST INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTR4CTOR. THE ENGINEER ASSUMES NO A. 7EMPORARY EROSION CONTROL RESPONSIBILITY FOR 7HEIR ACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDI710NS, WHICH WOULD APPRECIABLYAFFEC7 THE EXECUTION OF THESE PLANS, 7HE CONTRACTOR WILL HALTALL CONSTRUCTIONAND NOTIFYTHE a. STOCKPILING MATERIAL: NO EXCAVATING MA7ERIAL SHALL BE STOCKPILED IN Sl1CN A MANNER AS TO DIRECT RUNOFF ENGI NEER IMMEDIA7ELY. DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WA7ERBODY OR STORMWA TER COLLECTION FACILITY. 7. ALL WORK AND MATERIALS Fl/RNISHED SHALL BE IN REASONABLE CONFORMITI' WITH THE LINES, GRADES, GRADING SECTIONS, CROSS b. INLET PR07ECTION~ INLETS AND CA7CH BASINS SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM RUNOFF DIRECTLY SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THA7ARE SPECIFIED IN THE CONTRACT, PLANS OR OFF TNE PROJECTSITEOR INTO ANYADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. SPEGFICATIONS. 8. THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRAC70RS, AND ALL SUPPLIERS TO ASSURE THE LEAST c TEMPORARYSEE~ING: AREAS OPENED BYCONSTRUCTION OPERATIONS AND THATARE NOTANTICIPATED TO BE DRESSED INCONVENIENCE TO THE TRAVELING PUBLIC. 7HE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUC7ED MOVEMENT OF VEHICULAR AND RECENE FINAL GRASSING TREATMENT WITNIN 7HIRTYDAYS SHALL BE SEEDED WITHA QUICK GROWING GRASS TRAFFIC AND SHALL LIMIT HIS OPERA710NS FOR THE SAFETYAND CONVENIENCE OF THE TRAVELING PlIBLIC. UNDER ALL CIRCUMSTANCES, SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED, AND WILL N07 LATER SAFETY SHALL BE 7HE MOST IMPORTANT CONSIDERATION. COMPETE WI7H THE PERMANENT GRASSING. TNE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 9. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECTAND MAINTAINALL BARRICADES, WARNING SIGNS, AND MARKINGS d. 7EMPORARY SEEDING AND MULCHING' SLOPES STEEPER THAN 6'1 THAT FALL WITNIN 7HE CATEGORYES7ABLISHED IN NOTE FOR HAZARDS AND THE CONTROL OF TRAFFIC, IN REASONABLE CONFORMITYWITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR c ABOVE SHALL ADDITIONALLYRECENE MULCNWG OFAPPROXIMATELY2INCHES LOOSE MEASUREOF MULCH MATERIAL CUT STREETAND HIGHWAYS OR AS DIRECTED BY 7HE CITY TRAFFIC ENGINEER; SUCHAS TO EFFECTIVELYPREVEN7ACCIDENTS INALL PLACES INTO TNE SOIL OF THE SEEDED AREA TO A DEPTH OF 4INCHES. WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORMAL TRAFFIC OR CONSTITUTES IN ANYWAYA HAZARD TO THE PUBLIC. e. TEMPORARY GRASSING: THE SEEDE~ OR THE SEEDED AND MULCHED AREA(S) SNALL BE ROLLED AND WA TERED AS 10. TNE CONTRACTOR SNALL COMPLY WI7HALL FEDERAL, STATEAND LOCAL LAWS AND REGULATIONS CONTROLLING POLLl/TION OF THE REQUIRED 70 ASSURE OP7IMUM GROWING CONDITIONS FOR THE ESTABLISHMEN70FA GOOD GRASS COVER. ENVIRONMENT L TEMPORARYREGRASSING:IF,AF7ERFOURTEENDAYS,THETEMPORARYGRASSEDAREASHAVENOTATTAINEDAMINIMUM 11. TNE CONTRACTOR SNALL COMPLY WI7H ALL LOAD RESTRICTIONS IN TNE HAULING OF MATERIALS IN PUBLIC ROADS BEYOND TNE LIMITS OF DF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIEN7 T0 ESTABLISH THE TNE WORK. A SPECIAL PERMIT WILL NOTRELIEVE THE CONTRACTOR OF LIABILITYFOR THE DAMAGEWNICH MAYRESULT FROM THE MOVING DESIRED VEGETATION COVER. OF MA7ERIAL AND EQUIPMENT. g. THE CON7RACTOR SHALL PLACE HAYBALES AROUND ALL EXIS7ING AND NEWLYCONSTRUCTED INLETS 70 CONTROL 12. TNE CON7RAC70R SNALL FAMILIARIZE NIMSELF WI7H THE POLICIES AND GUI~ELINES ESTABLISHED BY THE CITY OF WINTER SPRINGS, FLORIDA EROSION DURING CONSTRUC710N. FOR THE PRESERVATION OF ALL PUBLIC AND PRNATE PROPERT`L 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO h. MAINTENANCE: ALL FEATURES OFTHE PROJECT DESIGNED AND CONSTRUCTED TO PREVENTEROSION AND SEDIMENTSHALL PROPERTY OF ANY CHARACTER, Dl/RING TNE EXECl/TION OF TNE WORK, RESULTING FROM ANY OMISSION, NEGLECT, OR MISCONDl/CT IN HIS BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNC710N AS THEYWERE ORIGINALLY DESIGNED AND MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTNE WORK OR MATERIALS. CONSTRUCTED. 13. IT WILL BE 7NE RESPONSIBILITY OF THE CONTRACTOR TO INSURE TNAT SUFFICIENT SOILS TESTING NAS BEEN PERFORMED PRIOR TO B, PERMANENT EROSION CON7ROL CONS7RUCTION. 14. DURING CONSTRUCTION, ND DIRECT ~ISCHARGE OF WATER TO DOWNSTREAM RECENING WA7ERS WILL BE ALLOWED. THE CONTRACTOR IS THE EROSION CONTROL FAGLITIES FOR THE PROJECT SNALL BE DESIGNED TO MINIMIZE THE IMPACTON OFFSITE FACILITIES. RESPONSIBLE FOR MAINTAINING WATER QUALITY, AN~ SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELYREMOVE SILT ALL STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE ROUTED THROUGN DETENTION BASINS 70 TRAP PRIOR TO RUNOFF FROM SITE. SUSPENDED SEDIMENTS. 15. RECORD DRAWINGS: AT THE END OF CONSTRUCTION, THE CONTRACTOR WILL PROVIDE ONE SET OF DRAWINGS SHOWING ALL CHANGES a. PERMANENTSEEDING: ALL AREAS WHICN NAVE BEEN DIS7URBED BY THECONSTRlICTION WILL, AS A MINIMUM, BE FERTILIZED AND SEEDED. THE FER7ILIZER SHALL BE OF 12-8-8 PROPORTIONS AND SHALL BE UNIFORMLY SPREAD AT A RA7E MARKE~ IN WATERPROOF RED WITH THE FOLLOWING CONTRACTOR CERTIFICA710N EXECUTE~ ON EACH SHEET. TNE CONTRACTOR~ OF 400-500 POUNDS PER ACRE AND MIXED WITH TNE SOIL TO A UNIFORM DEPTN OF FOUR INCHES. INCLUDED WITH TNE HEREBYCERTIFIES TO THE OWNER TNAT IMPROVEMENTS COVERED BY THIS FERTILIZING OPERATION, WILL BE THEAPPLICA710N OFAMENDMENTS, IF NECESSARY, SUCH AS DOLOMITIC LIMESTONE OR DRAWING AND ALL RELATED DETAILS HAVE BEEN CONS7RUCTED AS INDICA7ED OR AS MODIFIED BV 7HE NOTES AND GRAPHICS SHOWN. ALUMINUM SULFATE TO CORRECT 7HE PH FAC70R TO WITHIN THE LIMITS OF 8.0-7.0. THE GRASS SEED SHALL BE UNIFORMLY ABSENT A NOTE OR GRAPHIC TO THE CON7RARY, THE IMPROVEMENTS HAVE BEEN CONS7RUCTED MEETING INDUSTRY STANDARD SPREAD AT THE RATE OF 100 POUNDS PER ACRE WHILE THE SOIL IS MOIS7. THE GRASS SEED MIXTlIRE SHALL BE OF 20 TOLERANCES. SIGNED: DATE: PARTS BERMUDA AND 80 PARTS BAHIA, WITH THE ADDITION OF 30 PARTS RYE IN THE WINTER SEASON, AUTNORIZED CONTRACTOR'S REPRESENTATNE b. PERMANENT SEEDING AND MULCHING: IN ADDITION TO TNE MINIMUM REQUIREMENTS OF NOTE 1. ABOVE, SLOPES OF 6:1 TO 16. THE CONTRACTOR SHALL SUBMITA MAINTENANCE OF TRAFFIC PLAN TO THE CITY OF WINTER SPRINGS AND OBTAIN PLANAPPROVAL PRIOR 4:1 1NCLUSNE WILL BE MULCHED WITH A lINIFORM THICKNESS OF APPROXIIiAATELYTW0INCHES, L00SE MEASURE, OF TO CONS7RUCTION. MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. 17. MISCELLANEOUS ENGINEER NOTIFICATIONS c, PERMANENTSODDING, ALL RETENTION/DETENTION BASINS SHALL BE SODDED WITHIN THEIR LIMI7S. ALL EXPOSED AREAS WITHIN Pl18LIC RIGHT-OF-WAYS WILL BE SOLID SODDED. OTHER AREAS WITH SLOPES S7EEPER TNAN 4:1 WILL BE SODDED. A. THE CONTRACTOR SHALL PROVIDE THE ENGINEER 24 HOUR ADVANCE NOTIFICA710N FOR THE FOLLOWING CONSTRUCTION AND d. STRIP SODDING: STRIP SOD SNALL BE PLACED ADJACENTTO ALL CURBS, WALKS AND PAVEMENTS. OBSERVA710N ACTIVITIES a. PRE-FINAL INSPECTION e. REGRASSING' ALL GRASSED AREAS WILL BE MAINTAINE~ TO ASSUREA G00~ S7AND AND SUFFICIENTGROlIND COVER 70 MINIMIZE EROSION. IF, AFTER 60 DAYS ANADE4UATE GROUND COVER NAS NOTBEEN ESTABLISHED, THEAREA WILL BE b. FINAL INSPECTION REGRASSED. 8. THE CONTRACTOR SHALL KEEP DAILY "AS-BUILT" DRAWINGS AND MAKE THEM READILYACCESSIBLE. L ADDI710NAL FERTILIZATION: GRASSED AREAS NOTACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FER7ILIZED AT AN APPLICA TION RATE OF 250 POUNDS PER ACRE. C, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A PROJEC7 CONSTRUCTION SCHEDULE (BAR GRAPH) AND UPDATE SAID SCHEDULE ONA MONTHLYBASIS. D. ALL FUEL STORAGEAREAS SHALL HAVE THE PROPERTYOWNER'S PRIOR APPROVAL AND APPROPRIATE MEASURES SHALL BE TAKEN TO INSURE PR07ECTION OF GROUNDWATER AND SOIL RESOURCES E. THE CONTRACTOR SHALL COORDINA TE ALL BACKFILL OPERATIONS WITH 7HE PROJECT GEOTECHNICAL ENGINEER AND SUBIiAIT TEST REPORTS TO THE ENGINEER PRIOR TO BEGINNING WORK ON THE NEXT 17EM OF WORK, I.E, SUBGRADE PRIOR TO CURB. F. THE ENGINEER RESERVES THE RIGHT TO REQUIRE 7HE CONTRACTOR TO UNCOVER, RETES7AND OR PERFORMANYAC710N NECESSARY TO ENSl1RE THA7 TNE IMPROVEMENTS HAVE BEEN CONSTRUC7ED IN ACCORDANCE WITN THE PLANS AND SPECIFICATIONS. ~ d ~ N ~ M N 0~ O O N ~ N ~ ~ ~ ~ Z C7 I N ~ Q m ~ N 0 2 U ~ c ~ ~ N (0 N L Q 3 DAVE SCHMITT . REVisioNS pA~ p CONTRACTOR"ASBUILTS" DATE BY DESCRIPTION DATE BY DESCRIPTION FLORI[ DAVE M. SCHMITT DATE: JUNE 2009 L ENGINEERING INC. FLORIDA REG. NUMBER GENERAL NOTES PROJECT NO.: CHD2-B2 m _ ~ I hereby state that these "As-Builts" were fumishetl to me by the contractor listed below. I, or an employee under my tlirect i 3680 AVALON PARK EAST BLVD, supervision have reviewed these As-Builts and believe them to be in compliance with my knowletlge of whatwas actually 48274 n1 - constn~ctetl. This statement is basetl upon site obseNaGons of the constn~ction. ~ SUITE 310 TUSCAWILLA COUNTRY CLUB GOLF COURSE FEATURE DRAWN BY: KAS CHECKED BY: TFS _ ~ ORLANDO, FL 32828 V 407-207-9088 FAX 407-207-9089 Cont~actor En9ineer i Not valid without the signature and the original raised seal of a Florida Registered Engineer. WI NTER SPRI NGS, FL OR/ DA SCALE: 24"=36~ ~ Certification of Authorization #27471 SHEET: 2 OF 3 ~ a~aeu ~ro~a6 aao~ ~~va sr¢uamuo no~seaauo TUSCAWILLA COUNTRY CLUB GOLF COURSE HOLE #5 . . - - so Q9 , ~ R. _ / srcP •S • ~ • I` .S. ` _ ~'6 . . S ~ `~8 AS .S \ ~ ~s \ ' . ~ . \ \ . ` \ ~ ~ ~ . . ~ \ ' ~ \ ~ 4 4~ GS S ~ . . ' ~ ~ . 3g S 4SS ~ ~ * . . ~ . ~ ~ . < ~ ~ . ~ . ~ ~ ~ . ~ ~ ~ . / \ 4 ~ 8 49 SQ S, ~ . q SS ' 2 53 5 ~ . ~ ~ . ~ . . ~ . . ~ ~ ~ ~ ~ ~ _ ~ ~ . ~ , ~ ~ ~ 5~ 49 5 ' N p ~ r ~ ~ ~ 4g. ~5. ^ ~ ~ ~65 ~ ~ ti ~ F ~ ~ _ ` ~ _ ~ 42 N - . ~ q ~ _ y _ ~ _ , _ ~ - _ / • _ - - - ~ . - ~J . SINGLE ROW SILTFENCE - ~ ~ ~ ~ - - ~ ~ 51 • . 52 ~ 53- J • TREE PROTECTION REQUIRED . , 54 ~ BORROW AREA STABILIZED CONSTRUCTION ACCESS TOP EL. 50.1 F.D.O.T. INDEX 106 - SOIL TRACKING PREVENTION DEVICE TYPE A NWL EL. 48.5 (CONTRACTOR TO REPLACE DAMAGED SILT FENCE POST (INCLINE POSTS 20° TOWARDS FLOWJ BOTTOM EL. 3~.~ SIDEWALK) SILT FENCE 10 YR.124 HR. D.H.W. EL. 49.5 FABRIC 25 YR./24 HR. D.H.W. EL. 49.7 100 YR./24 HR. D. H. W. EL. 50.1 ~ EXISTING FLOW SPECIES PROPOSED FOR SHALLOW WATER PLANTINGS AT NORTHERN WAY BORROW a GR~UND DIRECTION AREA AS DIRECTED BYLANDSCAPEARCHITECT: a ~ M PLANTSPECIES SIZE PLANTINGCENTERS QUANTITY ~ M PICKERELWEED BARE R007 3' OC 215 WINTER SPRINGS BLVD. n1 (PONTEDERIACORDATAJ 4"EQUIVALENT ~ ~ FDOTAPPROVED TEMPORARYSILTFENCE PRE-ASSEMBLED IN 100' ROLLS DUCK POTATO BARE ROOT 3' OC 215 TREE PROTECTION REQUIREMENTS ~N UTILIZING 2"X 2"X 4' WOODEN POSTS 8' C/C MAX. w/3' OF WOVEN (SAGITTAEIA LANCIFOLIA) 4" EQUILAVENT PROrecroesicmnreo ~~sr~rvc rRees scr+eouieo ro ReMaiNacaiNSr. ~ @ ~ GEOTEXTILEMATERIALMEETINGTHEREQUIREMENTSOFSEC.985-4, -uNrvecessnRVCUrnNC,sReaK~NC.oRSKUVNwcoFROOrs N -SKINNING AND BRllISING OF BARK TUSCAWILLA ~ SIMILAR & EQUAL TO THAT SUPPLIED BY FIFEPIPE C0. OF TAMPA FLA. -sMOrHeRiNS oF rRees evsrocrcPiuNC coNSrRUCrioN oR excavarroNMareRia~s wirHiN~Rir-uNe ~ -EXCESS FOOiOR VEHICULAR TRAFFIC GREENS SITE -PARKING VENICLES WITHIN DRIP-LINE SOD = ~ 2 ERE TiEM RARYW EN ARRI A E A H WN NTHI HEEi PLAN ETAIL. EF RE 1AMEN EMENT F SOD C Po OOD 8 C D 5 SS 0 0 55 ( &D ) B 0 CO C 0 ~ NOTES: ~ W~ ~ a ANVSIiECLEARINGORGRADING.FENCETOBE4'HIGHMINIMUMWITH4X4POSiSAN02-2X4RAILSAT7AND4' ~p MATCH EXIST. GROUND ~ ~ ~ M' ` ABOVE GkADEANO SHALL BE SEiDEEP ENOUGH IN iHE GROUN~ TO BE STABLE WITHOUTA~DITIONAL SUPPOHi ALL MATCH EXIST. GROUND z CONTRACTORISRESPONSIBLEFORNiAINTENANCEASFOLLOWS: 6 ~ ~ ~y`~ ~y Y~ FENCINGSHOfILDBEAMINIMlIMOF10'CLEARDISTANCE,WHEREPoSSIBLE,FROMTHEFACEOFANYiREESAND Q y ~ ~ ~ ~ rfq ~ SHALL FULLYENCLOSE ALL TREES SCHEDULED i0 REMAIN. NOTHING SHALL BE PLACED INSIDE OF PROTECiNE g 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELYAFTER EACH ~V~ ti~ ~ ~ V~+ M? ° enRRicnoes. wcwo~NC eurNOruMrreo ro coNSrRUCrioN raareR~a~, Mncr+iNeRV, cr+er~icais, oR reMPORaRv N • i~~11 ~ ~ SOIC DEPOSITS. ON iREES LARGER iHAN 20" ~BH, BARRICAOES SHALL BE NO CLOSER TNAN 15' FROM FACE OFTREE. d RAINFALLANDATLEASTDAILYDURINGPROLONGEDRAINFALL. ~ ~c~i ~ ~ wHeNaaviNC,excavarroN,oRHaROSCaPeMUSreeooNewirHiNear~Ricaoes.eaaRicnoessHeueeMOVeo W -.0.8. EL. 50.1 T.O.B. EL. 50.1 ~ W ANYRE IREDREPAIR HALLBEMADEIMMEDIA7ELY. ?t„ ~ ,J ~ aacKronsECON~aRV~ocarroNarEO~EOFwoRK.~raacaREMUSreEraKENarrHisnMEevrHE T.O.B.EL.50.1 L Q U S S ~ ~ v I~, W C O N i R A C i O R T 0 I N S U R E T H A T N 0 0 A M A G E T O T H E T R E E O C C U R S. Q' y r ~ N.W.L. EL. 48.5 4:~ ~ ~ ~ r 3. P R O V I D E W A T E R 7 0 T R E E S A S R E 4 U I R E D T O M A I N T A I N i H E I R H E A L T H D U R I N G C O N S T R U C i I O N W O R K. EL, (n 2.SH0lJLD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR + C 4x4 WODD POSTS EL. 45.5 EL. 45.5 MI TOTHEENDOFITSUSE,ITSHALLBEREPLACEDPROMPTLY. ` , 2x4W000RAlLS 4.V?HENNECESSARYTOCUTRODiOVERi-i/2"DIAMEiEROFiREES70REMAIN.CUTMUSiBEACLEANCUT,COATCU7 fi' -0" MAX. FACES OF ROOTS WITH AN EMULSIFIED ASPHALT OR OiHER ACCEPiABLE COATING FORMULA7ED FOR USE ON I DAMAGED PLANT TISSUE, 7EMPoRARILY COVER EXPOSED ROOTS WIiH WET BURLAP 70 PREVENT DRYING AND m 3.SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. coveR w~rH eaRrHas sooruas Poss~s~e. ? ~ 2:~ BORROW I ~ c°v fl NOGRADECHANGESARETOBEMADEWIiHINTHEBARRICADESWIiHOUTPRIORAPPROVALOFTHEOWNERORHIS AREA EL. 38.0 n1 4.ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT FENCE " oesisNareo ReaReseNranve. 0 IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE N s, iNrERFERiN~ eRaNCHES nnavsE REMOVEO ar rHE oiRECrioN oF rHE owNER oR His ~ESi~nrarEo = FINISHED GRADE, PREPARED AND SEEDED. ReaReservrarrve, eva ouauFieo rReesuRCeoN. NORTHERN WAY V BARRICADES PLACED ATPROiECTNE RADIUS / SEE N07ES TNIS SHEET 7. REPAIR OR REPLACE TREES INDICATED i0 REMAIN, WHICHARE DAMAGED IN THE CONSiRUCiION OPERATION$ INA ~ MANNERACCEPTABLE i07HEOWNER. EMPLOYAQUALIFIED TREESURGEONTOREPAIRMAJORDAMAGES iOTREES ~ AND SHRUBS, PROMPTLY, i0 PREVENT PROGRESSNE DEiERIORAiION CAUSED BY THE ~Ah9AGE. ~ TREE PROTECTION BARRICADE DETAIL 8 GENERALCONTRACiORSHALLBERESPoNSIBLEFORTHEREPLACEMENTOFiREESDAMAGEDBEYONDREPAIRWIiH TYPICAL E ~ TYPICAL SILT FENCE DETAIL TREESOFSIMILARQUALI7YANDSPECIESMEEiINGREQUIREDTREEREPLACEMENTRATlOANDSIZEDTOMATCHTHE ~PICAL BORROWAREA SECTION N NOTTOSCALE LARGESiTREESOFTNATSPECIESBEINGPLANTEDASPERTHELAN~SCAPEPLANS.IFiREESARENARMEDiNROUGH ~ NOT TO SCALE LAGKOF PROiECT10N OR iHROUGH NEGLIGENCE ON THE PARiOFTHE CONTRACiOR, iHE CONTRAGTOR SHALL ~ BEAR THE BURDEN OF iHE COST OF REPAIR OR REPLACEMENT L HAUL ROUTE Q 3 DAVE SCHMITT . REVisioNS pA~ p CONTRACTOR"ASBUILTS" DATE BY DESCRIPTION DATE BY DESCRIPTION FLORI[ DAVE M. SCHMITT DATE: JUNE 2009 L ENGINEERING INC. FLORIDA REG. NUMBER SI TE PLAN PROJECT NO.: CHD2-B2 m _ ~ I hereby state that these "As-Builts" were fumishetl to me by the contractor listed below. I, or an employee under my tlirect i 3680 AVALON PARK EAST BLVD, supervision have reviewed these As-Builts and believe them to be in compliance with my knowletlge of whatwas actually 48274 n1 - constn~ctetl. This statement is basetl upon site obseNaGons of the constn~ction. ~ SUITE 310 TUSCAWILLA COUNTRY CLUB GOLF COURSE FEATURE DRAWN BY: KAS CHECKED BY: TFS _ ~ ORLANDO, FL 32828 V 407-207-9088 FAX 407-207-9089 Cont~actor En9ineer i Not valid without the signature and the original raised seal of a Florida Registered Engineer. WI NTER SPRI NGS, FL OR/ DA SCALE: 1~~=so~ ~ Certification of Authorization #27471 SHEET: 3 OF 3 Date: August 24, 2009 The attached document was referenced during the August 24, 2009 City Commission Regular Meeting (Regular Agenda Item "601 CN9L HOMES AND DEVELOPERS RECEIVE L0 OF FLORIDA AUG 2 1 2009 CITY OF WINTER SPRINGS OFFICE OF THE CITY CLERK August 21, 2009 Randy Stevenson Brian Fields City of Winter Springs 1126 East S.R. 434 Winter Springs, FL 32708 Dear Randy and Brian, This letter is to request that we cancel our hearing in front of the City Council on August 24, 2009. Sincerely, g4wID Richard Casey Congressional Homes and Developers of Florida, Inc. 1511 East S.R. 434, Suite 1025 Winter Springs, FL 32708 407.971.8857 Fax: 407.971.1538