Loading...
HomeMy Public PortalAboutORD14910 BILL NO. 2011-126 SPONSORED BY COUNCILMAN Schulte ORDINANCE NO. 1 4 el ( 0 AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE SUPPLEMENTAL AGREEMENT NO. 3 TO THE PROFESSIONAL SERVICES AGREEMENT WITH BURNS AND MCDONNELL FOR THE PURPOSE OF PROVIDING ADDITIONAL SERVICES REQUIRED TO COMPLETE A BOUNDARY SURVEY / "EXHIBIT A" PROPERTY MAP FOR THE JEFFERSON CITY MEMORIAL AIRPORT. BE IT ORDAINED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. The Mayor and City Clerk are hereby authorized to execute Supplemental Agreement No. 3 to the professional services agreement with Burns and McDonnell for planning and survey services at the Jefferson City Memorial Airport. Section 2. The agreement shall be substantially the same in form and content as Exhibit A attached hereto. Section 3. This Ordinance shall be in full force and effect from and after the date of its passage and approval. PassedYl', 5 20/ 2- Approved: (/ ��- U� ' Pre si i.g fficer Mayor ATTEST: APPROVED AS TO FORM: 5 City Clerk Interim City Counselor Airport Name: Jefferson City Memorial Project No.: County: Callaway AVIATION PROJECT CONSULTANT SUPPLEMENTAL AGREEMENT NO. 3 (PROFESSIONAL SERVICES) THIS SUPPLEMENTAL AGREEMENT NO. 3 for Professional Services is entered into by the City of Jefferson (hereinafter, "Sponsor") and Burns & McDonnell Engineering (hereinafter, "Consultant'). WITNESSETH: WHEREAS, the Sponsor and the Consultant entered into an Agreement on February 15, 2006, to accomplish a project at the Jefferson City Memorial Airport, (hereinafter, "Original Agreement'); which was amended on July 5, 2006 (hereinafter, "Supplemental Agreement No. 1"); and further amended on April 30, 2010 (hereinafter, "Supplemental Agreement No. 2"). WHEREAS, the Sponsor and the Consultant now desire to enter into Supplemental Agreement No. 3 to otherwise complete, extend or continue the Original Agreement as provided herein. NOW, THEREFORE, in consideration of the mutual promises, covenants, and representations contained herein the parties agree as follows: (1) SCOPE OF SERVICES: (A) The Services to be provided by the Consultant under Supplemental Agreement No. 3 are additional services which are beyond the scope of services provided in the Original Agreement. These additional professional services are generally described and defined in Section (17) of the Original Agreement and the following attachments herein and hereby referenced as follows: (i) Exhibit II SA1 - Scope of Services. (ii) Attachment "B" — Imperial Survey Requirements. (iii) Attachment "C" —Archer-Elgin Surveying proposal Dated November 28, 2011. (2) FEES AND PAYMENTS: (A) The Consultant shall be reimbursed in accordance with Section (9) of the Original Agreement. (B) The costs of Supplemental Agreement No. 3 shall be in addition to the cost of the Original Agreement. (C) The lump sum fee and maximum amount payable included in I Rev. 11/19/09 Section (9) of the Original Agreement are hereby modified to be cost plus fixed fee not to exceed as follows: ORIGINALAMOUNT SUPPLEMENTAL TOTAL AGREEMENT Max. Fee Payable $45,993 $45,993 Supplemental No. 1 $1,800 $47,793 Supplemental No. 2 $16,964 $64,757 Supplemental No. 3 $9,800 $74,557 (D) Estimated costs for the services in Supplemental Agreement No. 3 are defined in Exhibit IV SA1 and Exhibit V SA1, which are attached hereto and incorporated herein by reference. (3) PERIOD OF SERVICE: Exhibit VI, Performance Schedule, of the Original Agreement is hereby revised to include time for the performance of these additional services. The total time to be added for completion of these additional services shall be 90 calendar days from the signing of this supplemental agreement which includes time for performance of all remaining services in the Original Agreement and the services in Supplemental Agreement No. 3 and submittal of all deliverables. (4) DISADVANTAGED BUSINESS ENTERPRISE (DBE) REQUIREMENTS: (A) DBE Goal: The following DBE goal has been established for this Supplemental Agreement No. 3. The dollar value of services and related equipment, supplies, and materials used in furtherance thereof which is credited toward this goal will be based on the amount actually paid to DBE firms. The goal for the percentage of services to be awarded to DBE firms is 0% of the total Supplemental Agreement No. 3 dollar value. (B) DBE Participation Obtained by Consultant: The Consultant has obtained DBE participation, and agrees to use DBE firms to complete 0% of the total services to be performed under this Supplemental Agreement No. 3 by dollar value. The DBE firms which the Consultant shall use, and the type and dollar value of the services each DBE will perform, is as follows: CONTRACT %OF DBE FIRM NAME, STREET AND TYPE OF DBE TOTAL$VALUE $AMOUNT SUBCONTRACT COMPLETE MAILING SERVICE OF THE DBE TO APPLY $VALUE ADDDRESS SUBCONTRACT TO TOTAL APPLICABLE TO DBE GOAL TOTAL GOAL N/A N/A N/A ! N/A N/A (5) SUBCONSULTANTS: (A) The Consultant agrees that except for those firms and for those services listed below, there shall be no transfer of engineering services performed under this Supplemental Agreement No. 3 without the written consent of the Sponsor. Subletting, assignment, or transfer of the services or any part thereof to any other 2 Rev. 11/19/09 corporation, partnership, or individual is expressly prohibited. Any violation of this clause will be deemed cause for termination of this Supplemental Agreement No. 3. Exceptions (Subconsultant Information): FIRM NAME COMPLETE ADDRESS NATURE OF SERVICES Elgin Surveying 310 East 6th Street Property Tract Survey Rolla, MO 65401 (6) ORIGINAL AGREEMENT: Except as otherwise modified, amended, or supplemented by this Supplemental Agreement No. 3, the Original Agreement between the parties shall remain in full force and effect and the terms of the Original Agreement shall extend and apply to this Supplemental Agreement No. 3. IN WITNESS WHEREOF, the parties have entered into this Supplemental Agreement No. 3 on the date last written below. Executed by the Consultant this Z9 day of r i ' 20 Executed by the Sponsor this day of h/1'i 20 ice. CONSULTANT Burns & McDonnell SPONSOR City of Jefferson ay/Z2 Co., Inc. BY / o By ---,. Name David G. Hadel, P.E. Name L-rZ.C_ 1 Title Director of Aviation Services _ Title 0'\0'U 0� . A T: Title J Approved as to Form: By TitleZh*ew, n 3 Rev. 11/19/09 EXHIBIT II SA1 SCOPE OF SERVICES 2.1 The SURVEYOR shall perform a Property Tract survey for the City of Jefferson at the Jefferson City Memorial Airport as defined as follows: a. Conduct a Title Search b. Evaluate the ownership description and easements for continuity of contiguous lines. c. Ascertain the historical records of surveys affecting the properties for this surrey. d. Meet on-site with the Army National Guard (ANG) and the City of Jefferson to survey and monument the boundary of the new easement (as agreed upon by the ANG and the City). e. Prepare a plat and description of the new easement to be used for the conveyance to the ANG. f. Prepare a plat and description of the parcel to be used for conveyance to the City. g. Assist in the preparation of the legal documents, as needed. h. Set all final described corners or accessory corners subsequent to calculations and positional determination. i. Conduct all calculations necessary for evidentiary searches, traverses, positional locations of monumentation and boundary corners by accepted industry standards and State Statutes for Property Boundary Surveys. j. Prepare a metes and bounds description of the boundary of the existing property designated for the airport and all parcels related to the Army National Guard. Submit Two (2) copies of these to the CONSULTANT. k. Prepare a Plat of Survey drawing reflecting the final boundary lines, metes and bounds descriptions and pertinent references. I. Said Plat of Survey shall be filed in the public records as provided by State Statutes. m. Two (2) sets of the original reproducible drawings will be furnished to the CONSULTANT upon completion of all services. 4 Rev. 11/19/09 n. The property tract drawing shall be prepared on AutoCad Release 14. Two (2) original reproducible drawings and one (1) electronic file containing the AutoCad drawing file shall be provided to the CONSULTANT. o. Survey and drawings shall be prepared in conformance with the Imperial Survey Requirements found in Attachment A. p. Clearly Identify the airport boundary/property line q. The property parcels in question must be shown and numbered. r. In table format, show and/or directly reference parcel information including: Grantee (Selling Owner), type of interest acquired (fee simple, avigation easement, etc.), acreage, public land record references such as book & page, FAA project number, and date of recording of existing airport parcels and parcels to be acquired. 2.2 The CONSULTANT shall provide: a. In table format, for each property parcel and parcels to be acquired, show FAA project number, if acquired under a grant and type of easement (fee simple, avigation easement). b. In table format, show the purpose of acquisisiton (current aeronautical, noise compatibility, or future development) and current use if different or in interim use pending development. c. Show magnetic and true north arrows d. Show parcels being acquired e. Delineate existing and future runway configuration. 5 Rev. 11/19/09 DERIVATION OF CONSULTANT PROJECT COSTS SUMMARY OF COSTS Boundary Survey in Support of Exhibit"A"Property Map Jefferson City Memorial Airport Amendment No.3:Scope of Work to include a Exhibit-A Property Map BASIC AND SPECIAL SERVICES FOR DESIGN SERVICES November 23,2011 1 DIRECT SALARY COSTS: TITLE HOURS RATEIHOUR COST(S) Project Manager 14.00 $47.00 $658.00 Sr.Planner 26.00 $33.50 $871.00 Staff Planner 0.00 $29.00 $0.00 Staff Civil Eng 0.00 $34.00 $0.00 Sr. Slruct.Eng 0.00 $42.00 $0.00 Sr.Mech. Eng 0.00 $42.00 $0.00 Sr. Elec.Eng 0,00 $42.00 $0.00 Staff Elec.Eng 0.00 $34.50 $0.00 Asst.Elec.Tech. 0.00 $30.50 $0.00 Sr.Tech 2.00 $27.00 $54.00 Staff Tech 10.00 $23.00 $230.00 Clerical 4.00 $17.50 $70.00 56.00 Total Direct Salary Costs = $1,883.00 2 LABOR AND GENERAL ADMINISTRATIVE OVERHEAD: Percentage of Direct Salary Costs @ 205.72% _ $3,873.71 3 SUBTOTAL: Items 1 and 2 = $5,756.71 4 PROFIT: 10.00% %of Item 3 Subtotal = $575.67 Subtotal $6,332.38 Lump Sum Fee 5 OUT-OF-POCKET EXPENSES: a. Mileage(office) 346.00 Miles @ $0.500 /Mile = $173.00 b. Transport.(field) 0.00 Months @ $0.00/Mo._ $0.00 c. Motel(office) 0.00 Nights @ $75.00/Night= $0.00 d. Motel(field) 0.00 Nights @ $75.00/Night= $0.00 e. Meals 4.00 Days @ $25.00/Day = $100.00 f. Computer CADD 12.00 Hours @ $0.00/Hour= $0.00 g. Computer Eng. 44.00 Hours @ $0.00/Hour= $0.00 h.Materials and Supplies = $194.62 Total Out-of-Pocket Expenses = $467.62 6 SUBCONTRACT COSTS: a. Surveyor = $3,000.00 b. Geotechnical Engineer = $0.00 c. Permit Fees _ $0.00 _ $3,000.00 7 MAXIMUM TOTAL FEE: Items 1,2,3,4,5 and 6 = $9,800.00 EXHIBIT IV-SUMMARY N H � O N r O < t0 < d N N X L v _ Q r r v � O O O N C M N d � a U x W ° O r ri M o a c I- N Iy d A Q � d O O m u O N m v m N a r � n W � a � Q d d � n N O m N U C. Q w o U o Y a W m I Q G W U n h p K _ fq N W < Z U W O U J ti O d O V N W F- m Z02 it OQ d m W > G oQz W 'Z` O N d p > c 2 N n U a O > d v Q in N n L W d h m co d m E C d d N U w u OO 2 m ° 0 . IR C N N N W 15 o d ^ O MM d w n E c I/1 O d y U� m ° O m o O o 0 Ud O w O O O O d Ip ^ N t0 O O LO d O C (A N t0 M M Of d a d iR N 4q M N N O (p C d d N a !� t d A d N 3 W d U and U o d o > F a m d o, E K c °o II W e II d W L d p J U1 T J d j vU Q .d. m F Q f If :aW { C W ¢ m W N m Q N O � •- x II Q m II m p U C7 a a t9 ATTACHMENT `B" IMPERIAL SURVEY REQUIREMENTS 1. STANDARD DRAWING REQUIREMENTS: a. Drawings should be 30"x42" in size and at a scale of 1" =30' and should include the following features: • True north arrow • Legend of symbols and abbreviations used. • Listing of all datum used. Provide coordinates, elevations, and description of bench marks. Provide survey on airport datum if different from U.S.C.&G.S. datum. Provide horizontal and vertical ties with conversion factors to U.S.C.&G.S. datum. • Coordinate grid lines. b. Electronic files shall be readable in electronic Civil3D 2008 format. The project projection settings shall be set and saved in the electronic file by the surveyor. The border, border text, seed files shall be provided by BMcD and used to create all files to be sent back to BMcD. The files delivered back to BMcD shall conform to the enclosed guidelines. Information provided shall not be manipulated in any way different from the standards outlined in this document prior to the approval of the project Engineer. c. Text Height and Width shall have a 1:1 ratio SCALE TEXT HEIGHT= 1"=10' 1.25' 1"=20' 2.50' 111=30' 3.75' 111=40' 5.00' These text heights will produce an actual plotted height of 1/8" on plots at the given scale. All arrowheads on leader lines and dimensions should match text height. Text shall be annotative and shall be associated to the point. d. Surveyed data must include the following information. The data shall be placed in the existing topography file and may be separated for clarification (see the CAD file names section). • SiteTopography—This data shall contain the bulk of all surveyed features including pavement features,railroad features, structures, landscaping and vegetation. • Digital Terrain Model—This data shall contain all features included in the digital terrain model. This file must be created in 3D. Pertinent features are as follows: break-lines, flow- lines, spot elevations,triangles and contours. • Utility Features—This data shall contain all utility lines and related instrumentation. Utilities required are as follows: water(potable, fire, chilled, hot/steam), sanitary sewer, electric, communications (telephone, fiber optics and cable television), gas, fuel, industrial waste and any suspect but unidentified utilities. • Additional Features—Additional feature breakdown may be required and discussed with the Project Engineer prior to being included into the survey. e. Topography features must be created at a 1:1 scale in real world coordinates. The base unit of measurement shall be One Foot. All callouts and other identifiers shall be set according to the text parameters set above. Page 1 of 16 02/08/10 f. Spot elevations with "x", point numbers, and point descriptions shall be placed as label styles and consistent with their descriptions. If possible, the relationship (position, rotation)of the spot elevation text and the "x" shall remain the same throughout the drawing while minimizing the use of leaders for ground shots. Text shall be annotatively scalable. g. All elements shall be by Layer. h. CAD file names shall be based on the Tri-Service CADD/GIS Technology Center's Spatial Data Standard optional discipline codes/designators. Files shall begin with a 5-digit project code followed by a file designator and sheet/model sequence identifier, file designators are as specified below. Project codes shall be provided by the Project Engineer. • Site Topography (Existing Topography)=VSP (i.e.=xxxxxVSP.dwg) • Digital Terrain Model (Existing surface) = VGP (i.e. =xmax VGP.di ig) • Utility Features (Existing Utilities) = VUP (i.e. =xexxx VUP.dug) • Border File (border Linework)=BDR (i.e. =xxxxxBDR.dwg) • Border text (attribute file to be inserted) (i.e.=xxxxxBDRT.dwg) a Survey Sheet(VSP, VGP, VUP, and BDR referenced) (i.e. =xxxxxV I01.dwg) i. A Tri-Service CADD/GIS Technology Center's Spatial Data Standard border will be provided and used. Borders shall be xrefed and placed in paper space. This will be the sheet file named in compliance with the standards naming convention which will include the 5-digit project code followed by a file designator and sheet/model sequence identifier. The survey files shall be xrefed into model space from a separate file(s). Refer to figure 3-2. j. All non-physical survey features including but not limited to the Border, border text, north arrow, legends, and notes shall be placed in paper space. k. All symbols such as Blocks used shall be bylayer and not byblock to allow BMcD Technicians to manipulate their symbology by changing layer override preferences. DO NOT USE "shape files" (*.slix) to define symbols shown on drawings. Use Blocks for manholes, fire hydrants, valves etc. DO NOT USE weighted polylines. 2. TOPOGRAPHICAL SURVEY REQUIREMLNT: a. Locations of all streets, buildings, roads, parking lots, or other pavement. List the names of each where known. include heights of buildings as defined by Engineer for easement encroachments of aviation, energy, and transmission and distribution facilities. b. Recorded known easements, right-of-ways, building setback lines or other restrictions. Label the bearings of each line and coordinates for each corner, intersection or end point. List owners for each plot. c. Provide spot elevations at corner points on the concrete slabs, utility structures, and pads. Pavement dropoffs greater then 1" must be indicated on the survey. Spot elevations shall be identified every 25' in open space where grade breaks do not occur. d. Provide concrete pavement joint pattern for Roadways, Taxiways, Runways, and Aprons alon g with their centerlines and fillet radii. e. Coordinates for location of all buildings, structures, and above or below ground site features within the survey boundary area to within 0.01 foot for measurable features and within best available information for underground features. Location and width of all apron level access points into terminal from the airside. f. Locations of all structures and fences, including number and size of gates. g. Location by coordinates for all structures such as but not limited to manholes, inlets, hydrant pits,piv,valve boxes,water towers,tanks, communication towers, pole structures, signs and Page 2 of 16 02/03/10 grounding rods. Provide material type, structure size inside and out, structure opening size and cover type/material. Spot elevations at grade and height to top of structures. Provide species type, trunk and dripline diameter of all trees including height as defined by Engineer for easement encroachments of Aviation, Energy, and Transmission and Distribution facilities. The field notes should include a sketch of the configuration of the pipes entering and exiting to establish flow characteristics. h. Location by coordinates, size, and depth of underground utilities such as but not limited to airfield lighting, electric,telephone services/communications, gas, hydrant fueling lines, FAA cables, manholes, ductbanks, handholes, direct buried cable, overhead lines, storm, sanitary sewers, and water lines, and vertical clearance between crossing utilities (where available). Identify the total number, size of each, and elevation of the top and bottom conduit penetrations on each sidewall of structures, total width of conduit penetrations on each sidewall of the structure, as well as how many conduits are empty. Inverts of all gravity lines is required. Provide pressure for all forced utilites. Provide size, length, material and invert elevations of all culverts. i. Location of subsurface investigation test borings and elevations of top of holes. j. Provide contours at 0.5-foot intervals. k. All surface features including but not limited to passenger boarding bridge foundations,bollards, all pavement markings and utility structures. 1. Surface elevations of the following features to the nearest 0.01 foot: • Building floors. • Pavement surfaces. • Top of structures • Wall elevations defined by top of wall and where the wall meets earth, pavement, or other structure type. • Pipe inverts. m. Spot elevation of ditches (centerline of ditch and top of bank), catch points, breakover points, and ditch grades. 3. SURVEY DELIVERY REQUIREMENT: a. Electronic (ASCII format) and hard copy of raw data file including point numbers, feature codes and XYZ coordinates, elevations, and descriptions.. b. Electronic copy of all CARD files on CDROM. c. A signed and sealed hard copy of the CADD drawings shall be turned over to the Engineer, along with a hard copy of the field notes. d. Cad file of triangulated digital terrain model (fin file). A copy of the electronic files including third party project files. e. Any information that does not adhere to the requirements in this document shall be approved and listed in detail and given to the project Engineer. Page 3 of 16 02/08/10 DRAWING CREATION FIGURE: Page 4 of 16 02/08/10 Roeder Architectural model file Mechanical existing/demo 1 T t t model file o / 1 i Mechanical new model Electrical newmodel file 1 file / use a / 11 4r. Now— film may a' r have other files referenced as necessary for effective ice' __Sheet file contents include _ ® reference files andgraphics drawn .Pra within the file. Ilzicrence file bmmdaries and symbology may be adjusted us required. 1 I DER —.a-___Graphics and text drawn in sheet file. Figure 3-2 Sheet File/Model File Relationship Page 5 of 16 02/08/10 1 4. ABBREVIATIONS: r Terms Abbreviations A':` above finshed floor _ __ AFF _. _ above finished grade AFG acousitcal _ _p ACST_=_ _ aerospace ground equipment AGE aircondittoning unit A/C UNIT air handling unit AHU alternate ALT alternating current ___. __ AC r__ aluminum AL ammunflon �___ _ AMMO ampere AMP amperes interrupting capamty AiC anchor bolt AB approximate APPROX architect/engineer A/E _ architecfural - _ ARCH _ area drain AD_ armament _ ARMT asphalt ASPH as�haltie concrete:: AC ':__ automatic direction finder ADF _- B back of curb BC back to back_,,_ w . _._� 6/6 ball bearing v BBRG base Tine ,.___ _ _4_ _.= BL __ base plate BP bas(c impulse insulation level = BIL `_ beam BM bench mark BM bevel BEV bill of matenals bituminous BITUM bolt circle BC both bottom BOT bracket BRKT building_= m _ BLDG Page 6 of 16 02/08/10 building line BL butt weld - = BT WELD G cabinet CAB Terms Abbreviations cahmet unit heateh; _ — _ - CUH` cast iron -Cl cast von pipe _ _ CIP cast-in-place _ CIP catch basin — _ — = CB " — -----= ceiling CLG cement _ CEM center center line _ CL _center to aent_e_r centimeter cm channeP_ = chilled water _ CHW chiller = CH chlorinated polyvinylchloride CPVC circle _ CIR CO clear _ CLR clear height_,__ = CLR HGT closed circuit television _ CCTV columh_ _ COL=: communication COMM comptession__ CPRSN compressor _ CPRSR cohcentrfc concrete CONC concrete masonry uint _ CMU concrete opening CONC OPNG cohdehsgrwater , _ CON--- conduit CND cohnection _ __= CONN:= construction CONSTR construcFionJmnt - _._— _- CJ OEM— continuous _ CONT contracf,� CONTR - contractor CONTR contro joint _ CJ — _ coordinate COORD corpo'ratlgnstop corrugated _ CORR corrugakerlrnetalpipe counterweight _ CTWT cubic feet=per minute __ CFM cubic foot CU FT Page 7 of 16 02/08/10 cubic inch .CU IN cubic meter m' Terms Abbreviations culvert== CULV_ D dead load DL description _, y _ DESGR detail _ DET development =_ _ _ DEV diagonal DIAG diarrleker = - DIA - dimension DIM_ directsXpansion _ = DIREXP domestic water DW double' . _ DBL _- ---- -.__ double extra strong XX STR dowel DWL down _ DN downspout � = DS _ __ drain _ DR drain inlet equipment -------- EQUIP excavate EXC Terms Abbreviations exhaust air EXH A exhaust_air grille _ _ __ EXH GR exhaust air register EAR exhaust fan ____ __ _ EXH FN existing EXIST eX�>�n5on = expansion joint EJ exposed EXP _.__ EXT external EXT extra - extra strong XSTR F- face toface __ _ = AMBOM Fahrenheit °F fan cad find _ farface FF feet FT feet permmute__'_ FPM-= _„ finish FNSH finish floor � _= FIN FLR finish elevation FNSH EL finish flooP elevation = FF EL;�_ finish grade FNSH GR fire alarm cantral panel AMEW fire hydrant FH fire protection v- flange FLG - floor drain FD flow(Iris_;: _ _ TWOROM flow meter F METER foot footing FTG full voltage non reversing FVNR furniture#urnishings,grid equipment -__ FFBE ' _ future _ FUT gallons per minute GPM da-MG IGALV ___ galvanized _ GALV s_ brie gate _ G Page 9 of 16 02/08/10 _-- in line GL Terms Abbreviations grade grade beam GR BM grating. _� GRTG gravel GVL gpg _.e GND ground fault circuit interrupter, GFCI _ground f9ultinterrupter =_,____ m- = _ guardrail GDR H' handrail_ _. _, _ A- , hardware HDW hardwood headwall HDWL Nei _t detector __ _ _._ Ana-__.0 height HT high H NOh dehssit po> etfiylene - _= HDPE= high frequency HF high iritens�tq'displiarge =_._ HiD _ _ high point HPT high Waferle_veI __ HWL ___ horizontal HORIZ inch IN msidediameter = ID__�r inside face IF instrument INSTR Instrument Landing'�stem___ ILS insulation INSUL invert elevation INVT EL irngatlon_=water J = joint _ JT junction JCT function T40MENEM K= kilo k km kilometers per hour km/h kiloVOltampere _, ,_. ____ kVA kilpascal kPa kips per squareTncfi _, _,__._. KSl knee brace KB L= laboratory _ LAB _� _ ladder LAD Page 10 of 16 02/08/10 lavato L LAV Terms Abbreviations eft left hand LH = m m length of curve LCRV_ Ughting= lighting panel LTG P_NL liguitl_difygen live load LL locked closed° LKD G locked open LKD 0 long __ long leg horizontal _ LLH 1on9 leg vertical -_ --_-- LLU - long radius L RAD louver LVR LPT ,. low water level LWL M machine MACH main operating base MN OPR B maintenance MAINT manhole M manufacturer MFR = mark MK ... masonry opening MO material MAIL maximum MAX measurer MEAS mechanical MECH_ mechanical�omt_ _ MECH`JT membrane MEMB mefal MTL= meter_ m MPH millimeters mm mmlmun MIN miscellaneous MISC mixed air MA monument M_ON mounted MTD N national electrical code NEC___ national electrical manufacturer's association NEMA near facer = NF _ near side NS Page 11 of 1.6 02/08/10 NEUT nickel NKL Terms Abbreviations nominal _ R _. normal NORM north __ _ _._ _ v NE05M not applicable NA not_in contract not to scale NTS notice.to proceed_:_ r - NTP ___ number NO O on center = __ OC open to structure OTS opening opposite _ OPP outside diameter OD WfiO 10IRWOM oversized OVS P package __ ___ . _ PKG _, - paint PT _P_arre parallel PAR paving PVG penmeEer - _ _ __ PERIM petroleum PETRO �etroleun o11 IUbricent _ POL piece PC _pilot light - - _ PLT LT plaster PLAS plate ... s r plumbing PLMB plus or minus __ PORM_,__._ point of compound curve PCC point ofcurve _ _- PC__ point of intersection PI �p omt of reverse curve____ - PRC point of tangency _ PT polyethylene _ _,_ POLTHN polyvinyl chloride PVC ,post indicator valve:; _ ___ PfV _ pound 6 LB pounds==percuhicfoot = PCIF pounds per square foot PSF poundspersquareinch _ PSI pounds per square inch absolute PSI ABS pounds persquarenchgage PSI GA power _ PWR Page 12 of 16 02/08/10 recast concrete PCC Terms Abbreviations precision __ PRCN __' precision approach radar PAR pressure reducmg,value __._ PRV=` __ protect PROJ protection _ _ _ ANIMM property li PROP public address pull box u PB pump PME'- (3? quick disconnect Q DISC t2 radus R radius point RPT rafhoadp,. raised face RF reducer RDCR reinforce REINF remfor_ced a _ _ REINF __ reinforced concrete pipe RCP reinforcement R,EINF remote cooler RC require 280WER required REQD return2r = AA = __ return air grille _ RA GR revision REV nght right hand RH ring joint R JT roof drain RD ro of to 10 ___- roofing RFG root mean square ; = _ _ = RMS .: runway_ RWY S sangary_sewer scale SC schedule _____ , _ ___a,. SCHEp _ screw SCR section_ service connection SVC CONN seWermznhole —_ _ T_f SWR MH____v_ sidewalk SW similar _ _ SIM :_ Page 13 of 16 02/08/10 sleeve _ _ SLV Terms Abbreviations smoke detector SD _ socket weld SWLD_ space SP specification SPEC spiral curve _ ___— - SPLCRV spiral tangent SPL TAN sgUarev- ,. SQ square foot SF square rx2eter stainless steel SST standard ____ TO station STA steam_;_ = STM w steel STL stiffener` - - = STIF=- stirrup STIR storage storm drain SO storm drain manhole __.__ SDMH straight STIR stringer. STGR _____ structural STRL structure = STRUCT supply air SA _ sw agednip-I- - SWG_NIP - symmetrical SYMM system = SYS _ _ T = tactical air navigation _ TACAN tangentlength__.._ tank TK telephone TEL temporary hench mark _. ` _ TBM__ tension_ TNSN thick THK thickness THKNS thread _.d THD top and bottom T&B top of .- — -- — TO top of bolt TO-B top of concrete TOC top of curb TOC TO DUCT top of girt TO GIRT Aop of grating TO GRATING.__ top of pavement TOP Page 14 of 16 02/08/10 Terms I Abbreviations top of pj�e TO PIPE TO top of sidewalk SIDEWALK top T TOS top of steel TOS top of wall _a,,,_ e TOW transformer XFMR 'ArenclT,dram__ TD typical TYP _jr JJGNUFSH e uniform building code UBC unitheafer —__, UH unless noted otherwise LINO _unless,athervvisenoted __ _,_ UON _ utility _ UTIL UB variable air volume_ VAV vanahiefrequency ___ __ ._- OF vehicle VEH velocity _......... .. VEL vent through roof VTR vertical _ _ ;__ _ VERT vertical curve VC VC ----,- volt V water WTR watercldset = WC. --=----- water heater WH waterwall W W watt W weatherproof � — _ _ Wp — _- weight _ _ WT welded welded wire fabric WWF west W wide flange WF with W/ WlO wood WD work WP Y yield strength YS Page 15 of 16 02/08/10 Project Data: Plot Scale: Project Code: Project Datum/Coordinate System: Additional Files: Additional Comments/Requests: Page 16 of 16 02/08/10 A RCR 'ER- r U n LIGIN 5" "RAYING land surveyors m civil engineers 310 East 601 Street s Rolla,M065401-3343 o PHONE 573.364.6362 ® FAX 573.364.4782 ©.EMAIL elgin@aIginsurvey.cem November 28, 2011 Mr. Robert Crain Project Manager Burns & McDonnell 9400 Ward Parkway Kansas City, Missouri 64114 Dear Mr. Crain: The following is our proposed scope of services in regards to the National Guard easement at the Jefferson City Airport: • Meet on site with the National Guard and the City to survey and monument the boundary of the new location for the easement (as agreed upon by the National Guard and the City) to be granted to the National Guard. • Prepare a plat and description of the new easement to be used for the conveyance to the National Guard. • Assist in the preparation of the legal documents for conveyance as needed. Our survey would be prepared in accordance with the current "Missouri Minimum Standards for Property Boundary Surveys." As well, we would record the plat of survey with the Recorder's Office. Our estimated fee to perform this work (including the research that has been performed to date) is a "not to exceed"fee of$3000. If you have any questions or need anything further, please let us know. When you are ready to proceed,we can arrange a time to meet on the ground with the City and the National Guard to determine the new location of the easement. Sincerely, Sy We'stef Furse, PLS a