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Home My WebLink About2003 03 10 Regular J General Office Facility Impact Fee Study 031003 Commission Meeting Regular "J" General Office Facility Impact Fee Study COMMISSION AGENDA ITEM J Consent Informational Public Hearing Regular X Mareh 10, 2003 Meeting {Y"" Mgr. / Dept. Authorization REQUEST: City Manager requesting the Commission to authorize the City Manager to enter into a contract with LDI, Inc. to prepare a General Office Facility and Information Systems Equipment Impact Fee Ordinance and to authorize a supplemental appropriation from General Fund reserves to pay for same in the amount of $5400. PURPOSE: This Agenda Item is needed to make the Commission aware of the need for a General Offiee Faeility and Information Systems Impact Fee, and to aequire funding and authority to pursue the preparation of the impaet fee. CONSIDERATIONS: The eontinued growth of the City and resulting growth in City offiee and storage needs requires an expansion of City Hall to house Infonnation Systems, Finance, records and storage, and other general offiee spaee, and the need for expanded Information Systems equipment to serviee the expanded faeilities. We anticipate that approximately two million dollars will be needed over the next ten years as the City reaches build-out and our population grows from 32,000 to 45,000 residents or approximately a yj inerease in growth. FUNDING: No additional appropriation required. I am authorizing the expenditure of $5,000 from the General Government Contingeney Fund to fund the study. 031003 Commission Meeting Regular "J" General Office Facility Impact Fee Page 2 Of2 SRI has performed a spaee analysis plan that indicates a need for approximately 11,000 square feet of additional space through build-out. We have had a preliminary expansion plan for Phase I for approximately 3,000 square feet proposed by SRI that will satisfy our needs over the next five years. The cost of this projeet is estimated to be $750,000, including furnishings and equipment. We eould be colleeting these impaet fees within 90 days. We estimate that it would eost approximately $150 - $200 for single family residenees. RECOMMENDATIONS: It is reeommended that the City Commission do the following: 1. Authorize the City Manager to enter into a contraet with LDI, Inc., to prepare a General Offiee Faeility and Information Systems impact fee ordinanee. 2. Authorize a supplemental appropriation in the amount of $5400 from General Fund Reserves to fund the study. ATTACHMENTS: a) SRI Preliminary Design Graphics. b) LDI Contract. COMMISSION ACTION: SENT BY: STARMER RANALDI PLANNING AND AR; 4079771019; MAR-25-02 3:41PM; City of Winter Springs City Hall Future Space Plan r"-"-"-------"-"-"-"-'--"-"~=='==--,"~'~=':.~-==.'='~==~-"-"-"-"-"-"-"l I f!!Ii:-~~ -. ~- - -~~, I I 1'111111' \\\\ \\,\ : I II I Iii ! i -~61C II' I \'1\\)11\1\ I : III I. : i I \ RSTE)-.T1Cl\ ,. i III \ \ \ \ \ I' ii, iI I i ~-~~~~~~-~~:IJ I i .-.-.- I : i ! I I : I ! i ! i i i i i ! I ! i ! i i i ! : i I \~ Ex'S''''''' C'''Y ><A..L I , I ~ 1..../. _.___ ,,. ~ I ._..../'...... rr-=n=r=r=r 11 :-;rrr-T' ; ,- I ~ "'-- r, --~ I I I I I I j i I I I . Iii!; - ! ...... ~ .'--. ! "......<~~....- L 'llJlW7;;'': I i111JlJlllillJ.! I ! ~,....................... ~ /....- - --.--.-..., I .............. .,/ .... i " . .: \, ! -- ..... j I ! .'. : III\.Il...1'OlE ~IRE 6tA11ON ,,1 i .'" I ! ......... \. , i ~ ~ ""'- ''''~_m--/ i .... -..........~"-........... ................._.._.._.._.._.._.._.._.._..J ~~ ~ ..eN:::::'~' ..~.A= PAGE 1/3 :~ . "'b JW:1 c;. 'ft~ 1k'J'ItfT;} ~J4L- I I I.. __ :D .... City of Winter Springsl ~ City Hall Addition I ~ H Z Gl ~ Z o ~ :D _...J /~-- / / /1 : , I 'Immll I ,'.. I I i I I I , 25 Mar' 02 (1.~...I1iLI.11 ! I ~., .'- - . I PROP05=D EXPANSION :;000 & r en m " z -l III -< en -l ~ :D s: .._m :D ~ o ...., co , ...., . ...., , ..... o ..... co ~ :D , I\) C11 , o I\) . w ~ I\) -0 's: -0 ~ Gl m 'I\) ._._ _ ""'_'''' I c:; PlannIng and Architecture Inc SENT BY: STARMER RANALDI PLANNING AND AR; I l -~ -1 ~ 1 I -l I '"1 I J I 1--7 "'--'r ..- 8:::>U9..lOi j ~O:J i. o 'J) ro L ...IO! SS! WJ..!O:) 7) oJ J).:i :J L u... ~ ~) (Q) U <-.) .) .:J. J) ... ~ Q) 0~ '-' r---'" MAR-25-02 3:43PM; . I Q) o t.- <-.- () Q) U t.- t.- O Q) o c--. 1... o d){l ..- ~ J=:r UJOO~ j~1ndwo:J =1. -1 <.0 U <.0 U - r w >. - -- , r- -::n ~ Yi* -' :.- ~~ Q) Q) (..) -- n 0 .-'- ._~:/ ^\ "-' .:J. D 1 L <a Q) !.... ;-0 \.. ) ,J d) ; . U PAGE 3/3 ~ Q) 0 , ...,J o .\ v c: ~ 'C L ~ iLQ .L, i \ r--- 'j 1_'/ mill c.x ,_ L :::-:-.:.: C) ~0 L-.-- -- . L '1\ C \v .-J ~ ' \ ,~ s::: Q} ~ C l.. .- D < 0) L -Q)() 'ti ...,J L U ,\ 1'1\ .- V 'li > 1\\ C "-' 1" 1..... \..- "-' ~, .- n \V'O \. 1 ," . '-' ,J, ~-===--:'.-= c- -, '~!\J- r--- .~ ; i-::l i(',1 'V, i; I i . '. , =~ ! -.. - -- Feb 24 03 03:1610 10.2 * LAND DESIGN INNOVA~~~ ~ ~ :1 -+- U ~ .... .:i: u ~ <t ~ g- u ~ I: tJ ...J February 24, 2003 Mr. Ron McLemore City Manager City of Winter Springs 1126 E. State Road 434 Winter Springs, FL 32708 . ~ 'i: ~ ~ I: .~ lU Re: Proposal for Professional Planning Services Public Building Impact Fee Study LDI Proposal Number 01026.19 - 'i () Dear 1vlr. McLemore: tn I: 'i: I: -S! ~ Land Design Innovations, Inc. (LDI) is honored to present you with our proposal for outlining a Impact Fee Assessment Study. . Q') I: :;: -+- "e ~ ~ Attached is a copy of our scope of sClvices and fees to complete the study. If you mve any questions or conccnlS, please do not hesitate to contact mc. We look forward to this opportunity to continue our work with the City of Winter Springs and thank: you for your consideration. Sincerely, TLC:jc Enclosures ''/0 Norlh Orkmdo """_. · "'It. '" . """.r P.rk '"loriJ. ""'.. . Pioo_ ""'-775-' m · F.. ""'-775-' Z7& · _w.L.....~.m i Feb 24 03 03:17p p.3 CITY OF WINTER SPRINGS SCOPE OF SERVICES PUBLIC BUILDINGS IMPACf FEE ASSESSMENT STUDY LDI would be honored to prepare a study for the assessment of impacts fees for public buildings. This study will include the necessary research and projections required to support the assessment of the individual impact fees. WI will work diligendy to gather data and relatcd information with minimal staff involvement. WI will be committed to meeting the project schedule to allow the Community Development Department appropriate review time for all phases of the project, prior to submission to the Planning Board and City Council for public hearings and for final approval The specific proposed tasks for preparation of Public Building Impact Fees are identified below. Impact Fee Assessment Study The following tasks will be performed in association with the determination of applicable impact assessment fees for civic, public office and library facilities. 1) Meet with City staff to determine issues, and subsequendy identify levels of service, current deficiencies, and projected needs. 2) The Public Building Impact Fee will be determined using an Improvements Driven Methodology. 3) We anticipate utilizing Property Appraisers data for building and land values. If necessary, LDI will prepare a request for supporting financial information to be provided to the City of WlOter Springs by the City's property appraisers. Appraisals are not included in the scope of work, but can be provided for additional services. 4) Preparation of a study outlining the proposed impact fee assessment rates with supporting .documentation for public buildings. 5) Preparation of public agenda item. 6) Attendance at LPA and Commission meeting(s). FEE SUMMARY Impact Fee Assessment Study ill! will conduct the research and prepare the impact fee report and ordinance for an hourly fee not to exceed $5,400. Additional services for this scope of services will not be performed without written approval from the City of \Vinter Springs. Staff and community workshops and LP A and Commission mceting attendance shall be provided as an additional service on an hourly basis. Feb 24 03 03:17p p.4 WORK ORDER NO. 10 AGREEMENT FOR CONSULTING SERVICES LAND DESIGN INNOVATIONS PROJECT: Public Building Impact Fee Study CITY: Winter Springs, Florida CONTRACTED PROFESSIONAL: Land Design Innovations, Inc. Execution of Work Order Number 10, by City, shall serve as authorization for the Consultant to provide professional services for the above proj ecl. RESPONSffiILITY OF THE CONSULTANT: Consultant shall provide said professional services pursuant to this Work Order, to prepare an Impact Fee Study for Public Buildings. TIME FOR COMPLETION: The professional services authorized by this Work Order shall be completed within three (3) months from the date of execution of this Work Order. COMPENSATION: The fees for the professional services shall be performed on an hourly basis not to exceed $5,400, without additional written approval from the City Manager. Meeting attendance shall be performed as additional services on an hourly fee basis. 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Z W ~ W o <( z <( ~ ..... Z W ~ a.. o -I W > W o I. I N ,.... wI") J-I") -N =>v cnl") ..<c 00 <C_ O~ ~O ....J WlJ.. o .. 0< o::~ o Wen W<c (DC}:: <C ""'CJ) o 00 I") \11 Q) .~ ~ .~ Q)~ ~~ .~ e ~e ~O , I~ ~ Q) ~ ~cr; Q) 4- .- ~ Cl. Cl. o L o . . . ~ ~ (\I o o (\I tv) ~O a:~ W~ m~ ~~ W~ t w en >- m c w a: c( Q. W a: n. * ~ ~ ~ ~ ,~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Q) 9)~ f5~ ~~1O ~~~ ~~~ ilig:O)~ 0'0 ~~~q i::~(()6 ~a:r;::~ g)~()! ~ ~~ gffi~~ .-;~W ......~L&:m ~3l: ; ~W~~ ~S~ .. !Q:Q)==t OCiI~ s=~~~ S!!(C)Li.I ~~ UlZr;:: oaiiio Ci~ ~ s: · · .,.,CI)nj UIl).-; ~ ..... "". 1 ~ U ~ ~ o 0::: ~ ~ 0' Z o ........ ~ < U o ~ ~ < :=s z o ........ ~ < U o ~ (f) J-. . Z ,.... ~ ~ ~: :- 'J~' : " . ll! , . Q.: '( 'r1 \i I~ ~.~.Qi~ - iii :;r:'-; ~~ ~ - ....~ ~' , ." ( I, I ~ [ , t<-: L f . It ' f. I , - !~ I I' V' ~. ~... . , ., i\ . \ 1 . j; ,. . ! . j'.~.'....."..'.'. );;..... > "',~ .~W General Construction Notes 1. Contractor sholl visit the site and familiarize themselves with existing conditions prior to bid. 2. All construction shall conform to the City of Winter Springs (City) Standards and Specifications, unless otherwise waived by the City. Contractor shall comply with all Federal, State and local laws and regulations controlling pollution of the environment. 3. Contractor shall familiarize himself with the policies and guidelines established by the City for the preservation of all public and private property. Contractor shall be responsible for all damage or injury to property of any character, during prosecution of the work. resulting from any act omission. neglect or misconduct in their manner or method of executing work. or at anytime due to defective work or materials. 4. Contractor shall be responsible for meeting all inspection criteria. schedules. and signing for inspections. 5. It is the Contractors responsibility to insure all required permits are obtained and in hand at the job site prior to construction commencement. Contractor shall abide by all conditions contained therein. Permits included (but not necessarily limited to) are: Water Management District storm water management FDEP water distribution and FDEP sanitary sewer distribution local right-of-way use local underground utilities 6. Contractor shall stake all improvements using the plans. Contractor shall confirm with Engineer that the plan is current, prior to construction. It is Contractor's sole responsibility to completely stake and check 011 improvements to insure adequate positioning, both horizontal and vertical including minimum building setbacks prior to installation of any improvement. 7. Contractor shall not excavate, remove or otherwise disturb any material, structure, or part of structure which is located outside the lines. grades or grading sections established for this project except where such excavation or removal is provided for in the contract, plans or specifications. Provisions for the maintenance and management of the common areas, walls and landscape facilities will be by Contractor. 8. No burning of land clearing debris and no burn permits shall be issued within City limits. 9. The location of existing utilities, drainage systems, and topographical features shown on the plans have been determined from the best available information and are provided for Contractor's convenience. Engineer assumes no responsibility for their accuracy. Should a discrepancy arise between these plans and actual field conditions, which would appreciably affect plan execution, Contractor shall immediately notify Engineer. 10. Contractor shall notify all utility companies within the project limits at least 48 hours prior to construction. Contractor shall be responsible for locating and verifying (horizontally & vertically) all existing utilities prior to construction. and for notifying the various utility companies to make necessary arrangement for relocation. temporary disruption of service, or clarification of activity regarding said utility. Contractor shall exercise caution when crossing an underground utility. whether shown on plans or field located. All utilities which interfere with proposed construction shall be relocated by the respective utility companies, and Contractor shall cooperate with them during relocation operations. Any delay or inconvenience of the various utilities shall be incidental to the contract and no extra compensation will be I:\. allowed. ~ 11. Contractor shall coordinate all work within the existing road Right-of- Ways with the City and Seminole County. It will be the responsibility of Contractor to acquire necessary Right-of Way permit(s) and provide for the safety and control of local traffic during construction. 12. Prior to commencing work, Contractor shall furnish, erect and maintain all barricades, warnings, signs and markings for hazards and the control of traffic in reasonable conformity with the "Manual of Uniform Traffic Control Devices for Streets and Highways (MUTCD)" or as directed by the City Engineer and Police Department in order to effectively prevent accidents in places where the work causes obstructions to the normal traffic or constitutes in any way a hazard to the public. 13. Contractor shall submit all shop drawings to Engineer for final conformance with standards. All materials furnished by Contractor shall be new, high grade and free from defects. All plastic pipe and fittings for water distribution shall be approved by the NSF and bear the NSF seal. Plastic pipe and fittings shall be supplied by the same manufacturer. 14. All work and all materials furnished shall be reasonably close in conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements and testing requirements that are specified in the contract, plans or specificat ion s. 15. Contractor shall be extremely cautious when working near trees which are to be saved, whether shown on plans or designated in the field. 16. In other areas which require fill material, Contractor will strip or otherwise remove all vegetation such as brush, heavy sods, heavy growth of grass. decayed vegetable matter, rubbish and any other deleterious material prior to filling. Immediately prior to the placing of fill materials, the entire area upon which fill is to be placed shall be scarified in a direction approximately parallel to the axis of the' fill. 17. Water, Sewer, Reuse & Storm Crossings: A. Where water mains cross storm and sanitary sewers, and a minimum clearance of 18-inch (edge to edge) and a minimum cover of 36-inch cannot be maintained, the waterrnoin,..,sh91l. be ~nstructed of mechanical joint ductile iron pipe providing a minimum of 30-inch cover and a 12-fnch,~~ge to edge) minimum clearance between the water main CI~d . the other. utility. .. One (uU length of ductile iron pipe shall be centered at the point of crossing. Ductile iron pipe thall' continue unttt.omlnlmutnof 36..lnch .cover can be aftained by pipe deflection. B. The laterol. Separation between sanitary sewer or' storm sewers and water mains shall not be less then 10 feet (edge to edge). If this separation cannot be maintained, then the water main shall be constructed of ductile iron pipe with a pressure-tight joint. NO ENCASEMENT of the sanitary sewer or water will be allowed. C. Where ductile iron pipe is required for water moins, it shall conform to ANSI/ AWWA A21.51. A minimum thickness of PC 350 per ANSI/AWWA C150 and C151. D. Testing: Contractor to test all water mains as per the following: Hydrostatic test per AWWA-C600 (or M23) standard and Disinfection of water main per AWWA-C651. E. All water by-passes shall be constructed of ductile iron pipe and shall be tie-rodded back to a "Dead-man" anchor on both sides of the main. F. In addition to the requirements noted above. where potable water and sanitary sewer mains cross with less than 18-inch (edge to edge) vertical clearance. the sanitary sewer main shall be 20-feet of either C900 DR-18 PVC pipe (pressure tested to 150 psi) centered on the 'point of crossing. A minimum horizontal separation of 10-feet (edge to edge) between potable water mains and sanitary sewer mains shall be maintained. When the appropriate horizontal separation cannot be:maf"tained. the sanitary sewer main shall be C900 DR-18 PVC pipe (pressure tested to 150 psi). G. Reuse water mains shall maintain a 36- inch (edge to edge) separation and an 18- inch (edge to edge) vertical clearance from water mains. When the vertical and horizontal clearance cannot be maintained, the water main and reuse main shall be constructed of mechanical joint ductile iron pipe. H. The minimum horizontal separation between water mains and force mains shall be at least 1 O-feet (edge to edge). The minimum vertical separation between water mains and force mains shall be at least 18-inches (edge to edge). 18. All excavation within 10 feet of the traveled roadway must be filled within 24 hours. 19. Contractor shall control operation of subcontractors and suppliers to assure the least inconvenience to traveling public. Contractor shall maintain free and unobstructed movement of vehicular traffic and shall limit their operations for the safety and convenience of the traveling public. Under all circumstances. safety shall be the most important consideration. 20. All underground pipe shall be marked with wire in accordance with the requirements of the City. All non-metallic pipe shall have a continuous 14 gauge copper wire for tracing. The tracing wire shall centered on all pipe, including services, tied into all hydrants, valve boxes and meter boxes. Testing for continuity is required. 21. Contractor shall verify size and type of existing main prior to ordering tapping materials for connections. 22. Concrete curbs shall be chiseled or imprinted to show locations or water an9 sewer lines/laterals. Markings shall conform with local standards. Where no standards exist, use "W" for water and "S" for sewer. 23. Buried lines shall be opened for inspection to insure proper joint connections. 24. Inspections must be scheduled with City with 48 hours advance notice. No inspection will be scheduled on weekends or after 4: 00 PM Monday - Friday. 25. Contractor shall coordinate all water and sewer system test scheduling to allow City and Engineer attendance and provide a minimum of 5-days advanced notice of testing to City and Engineer. Contractor's failure to properly notify City and Engineer may result in re-testing at City's option and at Contractor's expense. 26. All areas disturbed by construction activities shall be seeded and mulched. Erosion /Sedimentation Control 1. Contractor shall present an erosion control plan and schedule, at the pre-construction conference. The schedule shall indicate sequence of clearing and grubbing, earthwork operations and installation of permanent, and use of temporary, erosion control features. Contractor shall outline proposed methods of controlling erosion. preventing pollution and disposal of waste materials from the project site. 2. No work shall begin until the erosion control plans and schedules have been accepted by Engineer. Contractor shall be responsible for completing the work in accordance with accepted plans and schedules. The first construction activity shall be placement of temporary erosion and sediment control measures around the perimeter of the project area to protect the project, adjacent properties and water resources. 3. Contractor shall take sufficient precautions to prevent pollution of streams and other water impoundments. with fuels. oils, bitumens, calcium chloride or other harmful materials. Contractor shall conduct and schedule operations so as to avoid or otherwise minimize pollution or siltation. 4. Contractor shall provide immediate permanent or temporary erosion or pollution control measures to prevent contamination or detrimental effects on property outside the project area. 5. Temporary erosion control features consist of grassing. sodding, mulching. sandbagging. slope drains, sediment basins, sediment checks, berms, baled hay or straw. floating turbidity barrier, staked turbidity barrier and silt fence. These shall conform to the requirements of FOOT Section 104. Materials used for construction of erosion control features shall be new materials. 6. Construction operations shall be restricted to those areas necessary to perform filling or excavation to accomplish the work. Contractor shall schedule operations such that the area of unprotected erodible earth exposed at any time is not larger than the minimum area necessary for efficient construction operations. Under no conditions shall the surface area of erodible earth exposed by clearing and grubbing operations or by excavation and filling operations exceed 500,000 square feet without Engineer prior acceptance. Contractor shall not disturb lands or waters outside limits of construction as staked. 7. Where pumps are used to remove waters from enclosed construction areas, the water shall be treated by pumping into grassed swales. sediment basins. or confined by turbidity barriers. 8. All disturbed off-site areas shall be sodded and restored to its original condition. 9. The retention pond slopes. berms shall be sodded for erosion control and slope protection. 10. All areas within the designated 25-foot secondary buffer are not to be disturbed but remain in a natural state. 11. Contractor shall, at their expense, provide routine maintenance of permanent and temporary erosion control features until the project is completed and accepted. 12. In the event it is necessary that construction operations be suspended. Contractor shall snape the top of earthwork in a manner to permit rainfall runoff and shall construct earth berms along embankment top edges to intercept runoff water. 13. Temporary erosion control features shall remain in place until after the Substantial Completion Inspection and shall be'removed in such a manner that no detrimental effects will result. 14. As soon as conditions permit. and prior to Final Completion Inspection, impoundments shall be promptly cleared of all obstructions placed therein or caused by construction operations. Paving and Drainage Systems Construction 1. Engineer certifies that all roadways were designed to the applicable standards, as set forth by the City; and the FDOT's " Manual of Uniform Standards for Design, Construction and Maintenance for Streets and Highways ". 2. After the roadway has been constructed to sub-grade, it shall be proof-rolled to assure that proper compaction has been attained. The proof-rolling and compaction operations shall be inspected and tested by a Florida Licensed Soils Engineer to assure that the specified compaction is maintained and all deleterious material has been removed. 3. Pavement markings shall be placed as shown in the plans and the FOOT Roadway and traffic Design Standards, current edition. 4. The FOOT Roadway and Traffic Design Standards, current edition to' be used for drainage structures. Station off-sets are to be C/l of the inlet or manhole top. 5. All reinforced Concrete Pipe (RCP) shall be a minimum Class III. All RCP joints to be wrapped in Mirafi in accordance with FOOT requirements. 6. All storm water pipe lengths include mitered end sections. Sanitary System Construction 1. Wastewater service shall be provided by City. The wastewater distribution system shown on these plans shall be installed by Contractor and shall conform with the City's standards. 2. Sanitary Sewer shall be PVC SOl. 35 conforming to ASTM 0-3034 or DIP PC 350 (DIP shall be polyethylene - lined.) conforming to ASTM C151. Installation of PVC pipe shall be in accordance with ASTM 0-2321. DIP joints shall conform the ANSI/AWWA C110/A21.10. 3. Sanitary Sewer force main pipe shall be PVC conforming to AWWA C900 and shall have a dimension ratio of 25. Sanitary Sewer force main joints shall conform to ASTM 0-3139. 4. All force main piping shall be restrained in accordance with restraint tables shown on the plans. All fitting shall be mechanically joint restrained. No thrust blocks or thrust collars shall be permitted. 5. Compact all utility trenches within the roadway to 98% of the Modified Proctor Maximum Density and 95% with in other areas. 6. Install valve boxes with all valves. Valve boxes under the driveways shall have traffic bearing covers. No valves shall be located in pavement or curb areas. 7. Contractor shall provide force main pressure testing and sanitary sewer lamping/television in accordance with City requirements prior to certification. Tapes must be in color and clearly show the service lateral tie-ins as well as the pipe connection points. The test pressure for sanitary sewer force mains shall be 1i 00 psi. . 8. Contractor shall provide certified As-Built drawings prepared by a Florida licensed Professional Surveyor and Mapper providing information relative to sanitary sewer invert/rim elevations, line and service locations. As-Built Drawings shall verify accuracy of all pipe slopes. Minimum slope for service lines is 1 %. Two sets of As-Built information shall be provided to the Engineer a minimum of 1-week prior to scheduled Final Inspection of work. 9. Upon completion of the work. the lines shall be cleaned with all debris removed at downstream manhole. and each section of pipe will be TV inspected by the contractor/city to indicate any pipe defects. Bellies or other deformities will be Re-Iaid to provide the correct line and grade. All tests shall be completed and accepted by the City Engineer before any trench or pavement is asphalted. 10. The cost 9f TV re-inspection provided by the City shall be borne by the contractor if the line fails the initial inspection. & NOTES FOR STORMWA TER POND CONSTRUCTION: 1. The "footprint" of the proposed storm water management pond berm plus a minimum margin of 5-feet, shall be stripped of all surface vegetation. stumps, debris, organic topsoil or other deleterious materials, as encountered. Specifically, the organic topsoil as encountered to a depth of 2 to 3 inches shall be stripped. . 2. After stripping, the site shall be grubbed or root raked such that roots with a diameter greater than 1/2-inch, stumps, or small roots in a dense state, are completely removed. Significant root concentrations are estimated to be within the upper 1 to 2 feet. The actual depth(s) of stripping and grubbing shall be determined by visual observation and judgment during the earthwork operation. 3. Proof roll the cleared surface to locate soft areas of unsuitable surface or near-surface soils. in order to increase the soil density within the top 3 to 4-feet. and to prepare the existing surface fill soils. Proof rolling shall consist of at least 3 passes of a self-propelled compactor capable of achieving the compaction requirement stated below. Each pass shall overlap the preceding pass by 30 percent to achieve complete coverage. In areas that continue to "yield". contractor shall remove all deleterious material and replace with clean, compacted sand backfill. Proof-rolling shall occur after cutting and. before filling. 4. A density equivalent to or greater than 93 percent of the modified Proctor (ASTM 0-1557) maximum dry density value for a depth of 1-foot shall be achieved beneath the stripped and grubbed ground surface. Additional passes and/or over excavation and re-compaction shall be performed if minimum density requirements are not achieved. The soil moisture shall be adjusted as necessary during compaction. 5. Care shall be exercised to avoid damaging neighboring structures during compaction operations. Prior to commencing compaction. occupants of adjacent structures shall be notified and the existing condition (i.e. cracks) of the structures documented with photographs and survey (if deemed necessary). Compaction shall cease if deemed detrimental to adjacent structures and Owner notified immediately. 6. All fill materials shall be free of organic materials, such as roots and vegetation. Contractor shall use of fine sand with silt or silty fine sand fill with 5 to 18 percent by dry weight of material passing the U.S. Standard No. 200 sieve size. Fine sand with silt is suitable as fill material and, with proper moisture control. shall densify using conventional compaction methods. The berm sholl be constructed of homogenous soil (I.e.; relatively high permeability soils shall not be layered between relatively low permeability soils). 7. All structural fill shall be placed in level lifts not to exceed 12- inches in un-compacted thickness. Each lift shall be compacted to at least 93 percent of the modified Proctor (ASTM 0-1557) maximum dry density value. The filling and compaction operations shall continue in lifts until the desired elevations(s) is achieved. If hand-held compaction equipment is used, the lift thickness shall be reduced to 6-inches. 8. Based on the groundwater conditions encountered, control of the groundwater will be required. Method(s) of dewatering shall be determined by the Contractor. However, regardless of the methodes) used. the water table shall be drawn down a minimum of 2 to 3 feet, below the bottom of any excavation or compaction surface during construction. 9. Dewatering shall be accomplished with the knowledge that the permeability of soil decreases with an increasing silt and clay content. Therefore, a silty fine sand is less permeable than a fine sand. The SP. SP-SM, and some SM type soils can usually be dewatered by well pointing or ditch/sump methods. Potable Water System Construction 1. Water service shall be provided by City of Winter Springs. The water distribution system shown on these plans shall be installed by Contractor and shall conform with the City's and FDEP's standards. 2. All water mains less then 4-inches in diameter shall be in accordance with ASTM 2241 SDR21 Class 200 with rubber ring slip-on joints. All 4-inch in diameter or greater PVC water mains shall be AWWA C-900 DR18 with rubber ring slip-on joints. , 3. All water services referenced with "DR9 services poly"shall have a PPI. rating of PE3408 and DR9 (PC 200) for the Polyethylene tubing per AWWA C901. Prior to meter placement. water services shall be stubbed 18-inches above grade and capped. . . 4. Mechanical joint fittings. size 4-inch to 12-inch shall be cast iron conforming .t9 ASA A-21.10 for the body and A21.11 for mechanical joint for 12- inch and smaller. . 5. PVC fitting and rubber gaskets shall be furnished by. pipe manufacturer and meet PVC pipe. specifications. Fittings shall have a pressure rating no less than required .for the pipe. Where solvent-cement fittings are used. gluing procedures shall be in strict accordance with .the manufacturer's recommendations for the type of glue and fitting materials. Construction operations shall conform to the following ASTM specifications: Fittings-D2466; Solvent-D2564; Procedure-D2855; Installation-D2774. 6. Gate Valves . . A. Valves 4-;nch to16-inch shall conform to AWWA C-509, with resllient seats. B. Valves smaller than 3-inches ;n size shall be locking type ball valve. C. Valves shall open in counterclockwise direction unless they are installed in an existing water system in which case they shall open in the direction consistent with the direction of existing valves. 7. Fire Hydrants: A. Fire hydrants shall be located in the general location as shown on the Drawings. Final field location of all hydrants shall be as accepted by the City and Engineer. B. All hydrants shall be located not less than 5-feet and no more than 10-feet from the edge of pavement of the adjacent roadway, and no less than 5-feet from any physical feature which may obstruct access or view of any hydrant unless otherwise accepted by the City and Engineer. C. Fire hydrants sholl conform to AWWA-C-502, current edition, and shall be furnishec:;fcomplete, in place. with wrench and appurtenances. Manufacturer's certification of compliance with AWWA-C-502 and tests listed therein will be required. All hydrants shall be breakable type, with the breakable section located slightly above finish grade. Hydrants shall agree in hose thread size with those in the present water system. . Hydrants shall have an oil reservoir. or other satisfactory device. above the water line, to afford lubrication to' all working parts. Hydrants ~hall be of the "0" ring construction type. All hydrants shall. be provided with bronze nozzles with caps and chains. Hydrants shall have a 6-inch mechanical joint base. tw'O 2-1/2" hose nozzles, and one 'pumper nozzle. The main valve shall have a 5-1/4" valve opening. The hydrant shall have a positive' operating drain valve located to drain all water from the stand pipe when the main valve is closed. Hydrants are to be installed with suitable bury or extensions so that the finish ground line is at the point indicated by the manufacturer on the barrel and nozzles are at a suitable height for hose attachment. The' main valve opening I:\.direction sholl conform to existing hydrants in the system. . . . ~ D. Contractor shall provide and install fire hydrants as shown on the plans, and in accordance with City requirements. Fire Hydrants shall be painted totally DOT yellow. Fire hydrants shall be stenciled with 1" high black numbers. Fire hydrant numbering to be provided by the City. All fire hydrants shall be installed with water control (gate) valve. Blue reflective markers shall be installed in the center of .the driving lane in front of the fire hydrant. 8. All water mains to be laid with a minimum 36-inch cover. except the minimum cover over 2-inch and 1.5-inch water service piping may be reduced to 20-inches at sewer crossings in order to achieve specified 18-inch vertical clearance. Deeper cuts must be approved by the City. Water mains shall typically be 3-feet off front of lots. 9. Water main taps. valves and meter boxes sholl be provided and installed by the Contractor. Water meters shall be provided and in stalled by the City. 10. All piping shall be Irestrained in accordance with the restraint tables shown on the construction detail sheets. All fitting shall be mechanically joint restrained. No thrust blocks or thrust collars shall be permitted. 11. Compact all utility 'trenches within the roadway to 98% of the Modified Proctor Maximum Density and 95% within other areas. 12. Install valve boxes with all valves. Valve boxes under the driveways shall have traffic bearing covers. No valves shall be located in pavement or curb areas. 13. Fire protection shalll be provided by the City Fire Department. 14. All grading and rood work less paving must be competed prior to testing. 15. Contractor shall provide, at their expense. all necessary test pumping equipment, water, water meters, pressure gauges, and other equipment. material and facilities required for all hydrostatic and leakage testing. 16. Contractor shall be. responsible for ensuring all utility work is completed prior to collecting bacteriological samples in order for the City to sign-off on the FDEP permit. The City will not sign-off of the FDEP permit unless all items subject to the City's inspection are sufficient. 17. The water distribuUon system shall be disinfected, flushed and satisfactory biological samples will be obtained by Contractor. at locations approved by the City. 18. All water distributio,n systems shall be flushed clean of deleterious material prior to any testing. Full diameter flushing is required. Tests require City approval prior to clearance for service and connection to existing water main. 19. All pipe shall be disinfected in accordance with AWWA C-651. Tests require approval by the City prior to clearance for service and connection to existing water main. 20. Water piping shall be installed and hydrostatically tested in accordance with AWWA M-23. 21. All water pipe sholl be tested to 150 psi for a minimum duration of 2 hours in maximum lengths not to exceed 1,000- feet. 22. Contractor shall no,t activate water service, this shall be conducted by the City.Sanitary Sewer System Construction , * ENGINEERING/SURVEYING L1C. # 3763/lB3763 HSA GNP N.T.8. 9/16/02 PER CITY COMMENTS 11/14/02 PER CITY COMMENTS ENGRtS. PROJECT 821-01.1 NO. DATE 1...-.,_....... r..-..-..-____ " DESIGNED 9FV DRAWN i.jEt CHECK JINI JBW JaW APPROVED FOR JOHN e. WEBB ~. ASSOQtA TES. IN~.' I. H. WeIiJ It ASI(Jti(lfCI, lHt. * CIVL & ENVIRONMENTAL CONSlL TNG ENGINEERS 926 S. DEINN6 DRIVE. WNTER PARK, FLORIJA 32:789 nshine ornrnunities DATE SEPT, 2002 T!)5KAWILLA TRAIL5 PHASE II - RNAL PLAN I-< -:f. ~ ROF. '~GR. J-.ORIDA 19951 I %4, 8~ CONSTRUCTION NOTES SCALE A REVISIONS APPR'O. JOIoW a WEBB. P.E. PR~CT ENGINEER SHEET OF 21 C-2 BY ~:.., .~l co U '0 ..... ..j. 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I o o ci t') --- r- l- I o o cO N t o o . <0 N o o ~ N o o N N o o ci N '--f , i -t- I .--t - I -j 0 I 0 ! + -{__ _J LO ! --1--1.-t-. I I 1-'- -- .---+ I o o cO .... o o . <0 .... ~ a) . ..... ~ . ..... a)C ~~ Co ~ t ~~ c ~ o ~..- ~5 ~ I cn~ ~CJ) z w tf) ....J ~~ ~ ~ ....J 0: _I S = ~r ~ ~ W .-J [[ o a: 0... -C c m z <C .-J 0... LaJ ...J < o (/) . ~ o ....-- I () ti N LaJ OS ~ ~ ~ >. Q. Q. o .c o I . ~ . ..... -.('. : .1., ~t,.> r, .. K ~' '. . 'it , , ., r, ; r. f ( i ~ . t'r I f', i I i , " I' ~. If".,',';~,..'.,,~,~'.';""""" . ."1',,; -...~ . . ~ ' L I, ~. r . I ~. ~. ; i TUSKA WILLA TRAILS IPHASE M I \ v" o co + ~ Z r Z ~ 'TI 1"1 Z o /TI \ , p,\ ""RELCCA TE APPROXIMATELY 415' LF Of EXIST. UNPAVED ROADWAY GLE SERVICE NECTlON LOT 13 TUSKAWILLA P . B. 12 . PAGE 5 OT 12 TU AWILLA P.S. 12, PAGE 5 o \ ~ o I~ J.,~~ I ___ I. o I .. ~~ ~ ~ ~ ~ z. ~ 'fJ - ~ STA 11+40 INSTALL 8- TEE TO NORTH. RESTRAINED JOINT INSTALL GATE VALVE ON NORTH OF TEE. RESTRAINED JOINT INSTAlL 8- CAP ON NORTH SIDE OF GA:..:J\IE INSTAll. 8- PVC SDR18 \\'Y. o 28- OAK o o + o ...... ..., R!W r o \ \ STA 10+00 NA..TURE'S WAY= CENTERLINE Ml\HAWK TRAIL \ "\ \ \ \ o -----...-.... o o o + o ..-- g w z - ...J I ~ <( ~" ~ + 10 ..-- . <( t- en w z :J I ~ <( ~ ... .;......:.. ........:. ~.: ".'_ ~.:': ~ ~ ..: .....:.;.;"'~.. . .:: ~ :.# .:~> :'-t..: :~i - ~:-~.~~; ;-.':~~. ~:S~ -:t~i:~;,:~:~:.~~ -;.~ ~:~::~:."V::# :...~.; ~;.~ ~~::~:~~~.\~.>- L~..:~' :"r2.f~~~ :~,~~:.'~ ;'i;~~~ ~~~~ :'~:</~..i :~~:~:~~..~.?'.~~~:--:'~:::",:'~~ ~:.:~>.:'.: :.-~ :.:; <~ ~ :.;.~..:::.,~::::.~:": '. .,::..... , :' <i b5 w z :J I ~ <( ~ PROPERTY BOUNDARY o \ '\, I '\ \ 1\ I '\ INO~ \ I 1. Contractor ~ mainta minimum 36" soil cover over to of WM pipe. I 2. Right-of-way information for Tuskawilla road is taken form Seminole, County I Right-of-way Map Tuskawilla Road Phase IV Sheets 8 and 9 of 11. I 3. Vertical data is based on Seminole County Benchmark Designation 2392001, 4x4 C.M. with Seminole County Nail & Disk at S. W. corner S.R. 419 & Tuskawilla & Brantley Ave. -21' W. of light pole (#748949) - 14' N. pf a conca signal pole - I 26.5' E. of E.P. Handy Way parking lot. I 4. No port of this drawing may be reproduced by photocopying, recording of by any other 'means, or stored, processed or transmitted in or by any other systems without the prior written permission of the surveyor. 5. Stationing based on the centerline intersection of Mohawk Trail and Nature's Way at Station 10+00. '\ O.R.B. 3011 PAGE 1144 GRAPHIC SCALE ~ 0 10 ~I ~ 40 I I ( IN FEET ) 1 inch = 20 It. 80 I '* ENGINEERING/SURVEYING Lie. # 3763/LB3763 '/. ~!;, /ol.~.' ~./.: " !:"1-. 't"'!" NO. :1:' ( 2 9/16/02 PER CITY COMMENTS 11/14/02 PER CITY COMMENTS DATE HSA GNP JBW JBW DESIGNED IFV DRAWN Ul_ CHECK JIll ...... .A APPROVED fOR JOHN B',; WEBB ASSOCI A lES, lNC. .A-r.~ EG. P Of. E:fiR. ~oRIDA 19951 TE' ~, z.~ ., ,. B. WdiJ It. Assodllles, lHC. * CWL & ENVRONMENTAL CONSlL TMJ ENGINEERS 926 S. DEI#/WG DRIVE, WNTER PARK, FLORIDA 82789 nshine oInInunities T~SKAWILLA TRAILS PHASE II-RNAL PLAN . REVISIONS BY APPR'D. JC)tW a WEE. P.E PROJECT ENGINEER o 20' OAK '0 I") ~---- --41- U 18" :.:-- ~ ~ O.R.B. 3476 PA.GE 281 OFF-SITE WATER MAIN PLAN (1 OF 2) - ----------- t ~ " C\I ..-- I o t- W W I en W W en ~ I DATE I SEPT, 200~n__ __ I SCALE I __ ___ 1- - 20' ENGR'S. PROJECT 821-01.1 :;E; C-11 ov+g~ -v 1S 3Nll H01 V~ (U-O 133HS 33S) ....-,...--- "[' .. ~ CD ~ ~ (f) ~ 0.. . CD :::f ~ (f) z "'~ ~. """'...... .................. '........... ............... ............ ............... '-.......,. 4tr <y 0..1-10 cY. (j It/IV f) .O~ ................... ~ I.&J ~ 0:: ;' o ~ CDO >- a::: < o z is CD ~ a::: ~ a.. o ~ 8: o ~ o ------------- w z it: ~ tOv 3~\ld 'OgOt 'S'tfO tl3d G31V'JVA M/~ ,or BJMON ", <0 ,..... ", CD ....J "'- ", <0 ,..... 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I: Z E c:: ~ :a i ~ y> J r- ~ y> ~ ~ ~ sn U1 :c :::0 c:: ClJ c::J rrl --I )> r- z o ~ ~ 4 WORK ORDER NO. 10 AGREEMENT FOR CONSULTING SERVICES LAND DESIGN INNOVATIONS PROJECT: Public Building Impact Fee Study CITY: Winter Springs, Florida CONTRACTED PROFESSIONAL: Land Design Innovations, Inc. Execution of Work Order Number 10, by City, shall serve as authorization for the Consultant to provide professional services for the above project. RESPONSIBILITY OF THE CONSULTANT: Consultant shall provide said professional services pursuant to this Work Order, to prepare an Impact Fee Study for Public Buildings. TIME FOR COMPLETION: The professional services authorized by this Work Order shall be completed within three (3) months from the date of execution of this Work Order. COMPENSA TION: The fees for the professional services shall be performed on an hourly basis not to exceed $5,400, without additional written approval from the City Manager. Meeting attendance and revisions shall be performed as additional services on an hourly fee basis. Page 1 of2 o'j .. IN WITNESS WHEREOF, the parties hereto have made and executed this Work Order on this OZ~ day of n1(j ,2003, for the purposes state herein. Date: By: Ron McLemore, City Manager Date: ff~tJ.~~ Page 2 of2