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OtherConfidential ' Breakdown of Fee for S&G Proposal dated January 6, 1999 Watermains: Hours ~ ~ Senior Engineer 12 139 $ 1,668 QC Engineer 8 113 $ 904 Project Manager 149 74.3 $11,071 CARD Designer 395 47.7 $18,842 Administrative 42 48.35 2 031 Subtotal Labor $34,516 Reproduction, Travel, etc. 544 Total Fee $35,060 1 ' Stormwater: Hours ~r ~ Senior Engineer 19 139 $ 2,641 QC Engineer 8 113 $ 904 Project Manager 135 67.8 $ 9,153 CADD Designer 168 47.7 $ 8,014 Administrative 16 48.35 774 Subtotal Labor ~ $21,486 Survey $ 3,950 Reproduction, Travel , etc. 764 Total Fee $26,200 __ ... ..... ............. -. ~ w i+u i i u r+. w.-...v...v ~ n.d~. u L GHIOT~'O & ASSOCIATES, INC. PROFESSIONAL SURVEYORS ANJD MAPPERS One San Josc Placc, Suitt 33 Jacksonville, Florida 32257 (904) 886-0071 FAX (904) 886-7174 January 6,1999 Mr. Brian F. Hepburn, P.A. Smith & Gillespie Engineers, Inc. P.O. Box 53130 Jacksoavdley FL 32201 re: Request for surveying acid mapping services Miscellarieouswster mains Atlantic Beach, Florida Dear Mr. Hepburn: We are pleased to submit the following proposal for surveying and mapping services on the above referenced project. ~^~ We understand the scope of work to be as follows: A) To~graph~- Provide a topographic survey showing all above ground improvemecrts within, the eydsting xigbR-of gray a~orig the main xoute and for 25 feet along all side streets. The areas to be survoyed aze as follows: 1. Country Club Lane from Park Terrace W. to Seminole Road 2. Selva Matins Circle 3: Jackson Road 4. Ardclla Road ~. 5. Club Drive from Oceans BIvd. To Beach Ave. b. Lewis Strcct 7. Robert Street S. Live Oak Lase 9. Mayport Road (Approx. 600 ft. from edge of pavemerrt to Fast R/'W) t0. Gavigan Road 11. Cavalla Read 12. Ocean Bouldevard from 13`~ Street to 8m Street 13. Mayport Terrace to Mayport~Road (Approx 200 LF) 14. East Coast Drivo from 12'' Strcct to 15°t Street 15. 15~ Streat from East Coast Drive to Beach Avenue vi. VV• i., J"J "iV•JJ iJt1YUUVf1/Y VI IiVI IV h11\L PIJJ1.lV 1 ,'\VI.. VJ Features to be located include, but aze not limited to the following: 1. Might-of--way lines. 2. Easement lines. 3. Type and width of pavement, with street corner radius. 4. Apparent boundary lines and property irons. 5, Fences, hedges, trees Aver fix inches and large bushes (sizes), 6. Driveways and sidewalks, type indicated. 7. Street, road and raikoad crossings. 8, All overhead utilities. Underground utilities such as storm sewer and sanitary sewer lines shall be field located and noted on the survey drawing. Other underground utiIties such as electrical lines, gas mains, telephone lines, and cable TV lines shall be plotted on the survey based upon field location ofabove-ground appurtenances amd from information supplied by the appropriate utility agency B) Additional Services 1. Survey data shall be plotted at a scale of 1" = 20', 2. Name of utility companies, with a contact person, shall be provided for each utility in the work areas. 3, Survey shall establish a baseline relative to existing right-of--way lines and subdivision corners. Baselines shall be established in the centerline of roadway wherever poss~le and stationed ai 100 foot intervals. Begin and end stations, along with angle points, shall be reference for future re-establishment of the baselines, stationing shall increase running North and East. 4. Survey shall be prepared using AutoCadd release 14 and in accordance with the Cadd Standazds forwarded to us (copy enclosed)..An electronic copy ofthe,A,utoCadd drawing and two hard copies of same shall be delivered. . TOTAL COSTS ~ $23,525,00 ' Notice to rv~d~s not anticipated before January 12, 1999. Final products will be delivered uo Later pan 60 days,after notice to proceed. T.n order to meet the delivery of survey within 30 days after natxe~-proceed, an additional fee of $6,000.00 will be required for a total fee of 524,525.00. I mist this is the information you need. Please call with any questions or comments. Sincerely, ~~~ Philip M. Ghiotto President -~ enclosures ~~ E71/E7b/lyyy ld;yy 19H4HH671%4 ' • .. _, ,,,.,, ~`~~ QilU I 1 U ANll A55U1.; LU. ~iwtholcs, valve hoxc~ and catch b,tsius. 11. Aitcites and/or swales. l2. 17rpth of ~Wnt;, tclc~pltonc, and asutitary sewer m:utLoles :ind catch basins. From runs. Also provide pipe direction, ataterisls, 3t-d tics far aanitsn• and St~rn1 9Cwer linCS. C:. 3~idi:i t~nal~ca~.irs:s . 1. 't't-n SU13C:ON3'RACTOIt shall plot all topo~raplue da:a at s 1"~ZO` scale plan. ?. T}ta SUI3CUN'1'RACT01; shall pro~iac tltc fiyllotvin~ data on ull above ~-round and underground utilities witbir- the sunny area.: Nsme ofUtilily GolApany Adclress Teleltham~ Number Contact Pusan a- AI2.}3s;sauircnt~: R. ,~t:rvc:yor shsil providi: all sutvoy lots in Autocad Rclcsse 14.C-. Survey data shul1 ~, tie provided on fill or 3.5"high density 1.46 rnb floppy disked .llong w ith t~•o plaiud l-arti c~Pi~a of thr san•ey data. Eaclt floppy disk shall be labeled to indicate the s;trvCy 3rt;as contained on tltc disk ..rtd each disk shall have the folloKing idcutification clots placed on the float on the disk: Misccllatteuus Water Improvomenls SBcCi Projr~ctT'o. ., .ltlsntic Acacit, Florida "ttzw;ud if t~otu3d" P.Q. Box 53138 Jacksonville, l~lorida 3z2tj1 Phone:{9U4j?d3•G~SU B. I'rcfix Ail rxisting layers with "LX". G. A;I text with leaders siutlt be en a separate Jaya "S•;~UTES". D. CAL)ll dravvinb synthols 9haii be cansiatcnt wits attached "Exttibil C". E. Vertical te,;t sh:,ll Lk: used !or aft n.'trttes, slanted text shall not he used. All street nnmra shall be locttcd outside the street riKli:-oFwav. F. Infortttation layering shall he iu'accardartce with the F.nclosael Call Survey Lny~rin~ CiuiSlc. - t'AC~t t74 t C11/ C10/ 177 1b:.97 17b4tltJb /1 /4 tiH1U I I U AN!) A55UC: PAGE 05 ~~ ('ADS TRY :YLA.1'.F.HIL~(= 1 OE RE,QUI t:.)! X1:.5 .i.AYEK 1VA]til1!: COi.OR LINIr'fYPE" REMARKS 0 1 (RCdj Conlilluoua 13as~ drawing EXGRn 3 (Green) Duaetl L'xiscinb Ciracle Profile LX}t(711' 1 (Red) phantotn Right-nf--Way L•XEOP 3 (t;necti) Cotllinuotls Asph. roads lr,~cDRIV~a 3 (rrcen) Hiildcn Driveways f:XFENG1r l (Rcdl Symbolic All fences L•XfiI.DG 2 (Yellow) Contin~~aus All stnlctures RXELL•C'I' 2 (Yellow) 5ynlh~lic Palcs/ovenc~nd E3tT1=l.E 2 (YtJlow•) Symbolic Strucl./clhl CXWATL•R 2 iYellaw) Symbo;ic Valves.'pipe~ FXS,'~.V 2 (Yel(pw) Symbolic Mt~T;pipcs F.XS?ORM 2 (Yellow) SyAlbolit: Stncct./pipes EZl)RN 2 (Yellow) Divide 3w:llesiponds EXTREL•S 1 (Reci) l';vntinvous '1'ra;~ SURVEY Bl.. l (Reel) C~:ctier w/Slationin~ S-VCUN'I' 1 (Red) Continuous J:3ench mark ~ S-HCONT 1 (Red) Gonti~~uc~as ?P~ CM L•.~{RFF-TIL•S 1 (Red) Continuous Rcf. ties etc. EXSPATS 1 fitted) Continuous Spat elevations HJCl14ISC 1 (Itccl) Cuatinttotcs Misc. topo $-1`iUi'ES 3 ((JCCrn) COntinuUU3 Lien. dotes (lext) MATCHI.N 6 Ma cnta) Continuous ;Vlatchlinc. 'Sec )exhibit "C:" Wr Symholic l.inctypes. NOTES: All teal ahail bo ou rhC layer of ret'crenu:, i.e.. Sac1. line size, inverts, elo. should be on the 1'XSAN layer. Rotul title shuttld he ot1 t11c MatchlinC layer, color #9, LZ00 (4.0). S .. ",., ~v4 /4~ ti887~• r • , ~ ..,~n-4-59 t 8:54; EXHTl3iTI3 SC1Ih:DULh OFCO~iPFN9ATTON i~0'R 'i'OPOCRAPHICAL FiELI~ SUltVEV 5~:RVTGL rH~c bb Peg¢ 8!6 ATLANTIC I3F.ACfl, FL.UN.iDA Tl~c total cost foc ;hc topctbraphical fietd survey acrviccs c'.clineaerd in the ScaPe of Work gad inc!ic:,ted on the Exh;;bit will be bused upon the actual amount of Bute r~gttiral to acco-rpliatt the rrfcrcreed Scope of Work std the hour rnte~ p'reseuttxl below; t,tp to nt:ixiruuu~ co9t ceiling of g~~ ~ . i~rion a~•is:.t:s P .r t~iQUr ~' L:i:~d Surveyinb Consultation Cfiicc Rcscarch {Jovetnment Agency presentation, if required 1'lotiiug (CADD) t•omputin~, Fit:l:T Survey Frts: Four-Man C.rc~v Tttcct-h1an:Crctiv AdCition~l Field Supervision (Nntuegisten;cl) Additional f~ieltl Supervi,ion (Kegistcred T.S.) A9i~ninturtlFer ofAtty Field Oprrutiott (t?xlrx Work) Concrete Mopuntettt~t Ser 1t Client's Reque!tt At:rcage; '1'upographic and En~ceriub Stuveys will he at the at:tndard hourly r1tt:S. s ~d.oo_ d.ao $_ . DD g_, yD,OD $~ ~. ~~ ~l© /Yi's 8~. u~ P ~rC~~/ ~7' S~~ s^. D-D o g~,Q,QS~y ~`l~ $ ._ S. ... I t NAND S II~IG ~~ N.W. 131h St, C9 Gainesvlllc, ~, g~pcl (85a) a7l.alb9 r~ (asa) a~x-Dana January 5,1999 Mr. Brian F. HcPbum, M.P.A. Technical Cotutiltaai/CADb Manager Smith and Gillespie Engineers, ~, 1100 Celery Blvd Jacksomillc, Florida 32211 Dear Brian; This is in response to your request far land surveying ~~ at the Atlantic Beach waterline Bed Florida.. We will perform a ~ location survey of the aeons as shosva ~ the atiachexi sketch, for a cost f $2.25 per linear foot Footagje well be calculatod using baseline statiaas. The will bebased aarigizt-of- estimated total footage 1913,500 linear feet, This survey way of recorded and field locat~dcatifccd utiIities..An assumed elevation of 100 feat will he set at each starting baseline for vertical mrsbnoL Rrlahve eons of canfIi drawing ~ be ~~~ without anyPcvf~ man, We wdl deliv ore (l CAD file, and~vale located. ~° plan view of ~ P~j~t- () reproducible veIIum T~z J. Brannan Land Surveyor, Inc. will invoice ,~` monthly based on percent o£cornpletion. Teens are net 30 days. d~ hom a date~off~erecig 11'1 eaa be of fiuther a9$ needs. The cost estimate listed in this / istaacc, or if ou have prrrposal is valid for 30 Y any questions or caanrnents, pleasc call me. Land Surveyor artactuneak RFP Professional and 1 mB Services ~>~ ~ Plan Preparation for Waterline Installation ~ acement Various Location ens ........................................ AUT$O~7ATTON FOR LAND SURVEYING SERVICES I. 1~ F. Hcpbur~, a9 an authorized ~e5~ve of Smith ~ of sutv~eying scrvioes and the and Gillespie pleura, Inc., am is amt with the scope Land Surveyor, Inc., ~ p~~ the abotie dc~ ~ ~ ~ pn~~ and do hucby authariu ?erncnoc J Brannan . , work at the Atlantic Beach, Florida waterline project, Signature ( Date ctiwrwnv~nrautzscxwt,~+x.o 13~ s~ ~C'..ar2 ~-L'~-~ _..~ .~o~ 3 ~ -s' ., BOATWRiGHT LAND SURVEYORS INC. n S JANUARY 6, 1999 MR. BRIAN F. HEPBURN, M,P.A. SMITH AND GILL$SPIE ENGINEERS, INC. FAX # 744-6267 RE: MISCELLANEOUS WATER MAINS ATLANTIC BEACH, FLORIDA DEAR MR. HEPBURN, WE ARE PLEASED TO PROVIDE YOU THIS LETTER OF PROPOSAL FOR PROFESSIONAL SURVEYING AND MAPPING SERVICES FOR THE ABOVE REFERENCED PROJECT. THE SCOPE OF SERVICES FOR THIS PROJECT AS SPBCIFIFsD IN YOUR REQUEST FOR PROPOSAL FOR THE l4 STREET SEGMENTS LISTED. THIS PROPOSAL IS BASED ON A 30 DAY COMPLETION FOR A FEE OF ('`~ $28, 000.O~L.-THIS, pROJECT CAN B8 COMPLETED IN 60 DAYS FOR A FEE O THB 30 DAY REQUIRMENT UNDER THIS REQUEST FOR P OS~ti-DOES NOT PROVIDF3 SUFFICIENT TIME FOR QUALITY CONTROL OR INCLHMENT WEATHER. WE REQUEST AN ADDITIONAL 30 DAYS TO ASSURE THAT WE PROVIDE YOU WITH A QUALITY PRODUCT AND INSURE A TIMELY SERVICE. WB LOOK FORWARD TO WORKING WITH YOU ON THIS PROJECT, PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS REGARDING THIS PROPOSAL. SI CERELY, 'V DONN W. BOATWRIG , P. .M. DWB/kab {711 SOUTH 5TH STREET JACKSONV1lLE 6EACH. FL 32250 tD04) 241-SSSO - FAX 241-9346