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HomeMy WebLinkAbout2003-108 4. Kimley- Horn and Associates , Inc . 0 Board of County Commissioners 1810 25th Street Vero Beach, Florida 32960 Telephone : (772) 567-8000 FAX : 772 -778-9391 WORK ORDER NO . 3 FOR PROFESSIONAL SURVEYING SERVICES AGREEMENT FOR ANNUAL SURVEYING AND MAPPING SERVICES WITH KIMLEY-HORN & ASSOCIATES , INC . This Work Order No . 3 is in accordance with the existing AGREEMENT dated April 16 , 2002 , between Kimley-Horn & Associates , Inc . (SURVEYOR) and Indian River County ( COUNTY) . This Work Order No . 3 amends the agreement as follows : SECTION I — PROJECT LIMITS This Work Order No . 3 is for providing a G. P . S . Network survey of twenty-one (2 1 ) "Photo ID Points " within Indian River, Brevard and Osceola County, Florida . SECTION III — SCOPE OF SERVICES Conduct a G. P . S Survey of the "Photo ID " locations specified to include the following : 1 . Prepare a Horizontal and Vertical G . P . S . Network of the desired "Photo ID Points " tied to the existing Indian River County Horizontal Control Network and existing National Geodetic Survey Control monumentation . 2 . The above described Network will be adjusted to Florida State Plane Coordinate System, NAD 1983/90 . 3 . The Reference Points used in the preparation of this supplemental network will be listed with comments regarding the status and condition of said points . 4 . Each "Photo ID Point" will be perpetuated using two (2) references tied to the Point by magnetic azimuth and measured distance . 5 . A sketch will be provided for each "Photo ID Point" showing the relationship to the references , (azimuth and distance) along with a "how to reach" description . 6 . All points set (actual "Photo ID Points and References) will be in the form of a washer stamped "Indian River County G . P . S . with the corresponding assigned number . 7 . A tabular listing (Key Sheet) of all the "Photo ID Points " will be provided, including a description of the point, State Plane Coordinates and other pertinent information . 8 . This tabular listing will also be provided in a word or excel format . 9 . A CD of the information will be provided in AutoCAD 2000 format . 10 . The Hardcopy Submittal will be on 11 "x 17" sheets . 11 . This survey will be certified to Indian River County and the Florida Department of Transportation as a "G.P . S . Survey" with the purpose as specified . 12 . The positional accuracy will be stated on the final product . This will be derived from a static network with one occupation per planned session . The accuracy of the survey is + - 0 . 1 feet horizontal and +-0 . 3 feet vertical relative accuracy . Kimley- Horn and Associates , Inc . SECTION IV - TIME FOR COMPLETION The Work Order No . 3 shall be completed within 60 calendar days from Notice to Proceed . SECTION V - COMPENSATION The COUNTY agrees to pay, and the SURVEYOR agrees to accept a fee for services rendered according to the " Scope of Services " identified in Section III of this Work Order No . 3 , a Lump Sum of $ 24 , 870 . 00 . This price equates to approximately $ 1 , 184 per each point (21 ) required . The COUNTY also requests the SURVEYOR to overlay the control sketches identifying the "Photo ID Points " on digital aerial photography for an additional Lump Sum of $ 2 , 100 . 00 . The total Lump Sum Fee for services rendered under this Work Order No . 3 is $ 26 , 970 . 00 . The AGREEMENT is hereby amended as specifically set forth herein . All remaining sections of the AGREEMENT shall remain in full force and effect, and are incorporated herein . IN WITNESS WHEREOF the parties hereto have executed these presents this 6th day of May 2003 . KIMLEY-HORN ASSOCIATES , INC . INDIAN RIVE , OUNTY , FLORIDA C BOARD OF 00UNTY ISSIOENyq BY : BY : Thojssiate s onge , E enneth ' cht , hairperson Title : Approved by the BCC : May 6 , 2 03 ATTEST : J . Barton IndiRiver County Approved Date Clerk of Circuit Court Administration 30 Budgetf BY : A4 Co . Attorney DEPUTY CLERK OF COURT 6 Risk Management Department Division /1AMES E . CHANDLER 'Z ' � CO NTY ADMINI R LIAM G . COLLINS , II COUNTY ATTORNEY KAs urvey\CONTRACTS\ircwo3 . d oc Kimley- Horn and Associates , Inc . Kimley- Horn Project : INDIAN RIVER COUNTY- PHOTO ID POINTS and Associates , Inc . FILE NO . DATE 04/07/03 ESTIMATE : $271004 . 00 SHEET PROJECT 3- MAN 3 3- MAN SURVEYOR UNIT 2 - UNIT 2 - MAN 2- SURVEY PSM UNREGISTER 3- MAN 2 - MAN GPS GPS UNIT GPS CAD/TEC CLERICA Task Description PM PSM ED CREW CREW CREW CREW CREW H L Task Totals RESEARCH 1 20 21000 . 00 REC NGS HZ/VT CONT/PH ID PTS 50 41250 . 00 SET VERTICAL CONTROL 2 170 . 00 GPS OBSERVATIONS 90 91450 . 00 DOWNLOAD DATA 10 11000 . 00 COMPILE/PROCESS DATA 20 2 , 000 . 00 DRAFT SURVEY CONTROL SKETCH 30 11800 . 00 HOW TO REACH/ ACCESSORIES 5 22 1 , 820 . 00 PHOTO OVERLAY 6 25 21100 . 00 0 . 00 QC/QA 20 21000 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 SUM OF HOURS 0 81 0 0 52 0 0 90 77 0 300 . 00 HOURLY RATE $95 . 00 $ 100 . 001 $85 . 00 $95 . 00 $85 . 00 $ 125 . 00 $ 115 . 00 $ 105 . 00 $60 . 00 $35 . 00 TOTALS THIS SHEET $0 . 00 $8 , 100 . 00 $0 . 00 $0 . 00 $4 , 420 . 00 $0 . 00 $0 . 001 $9 ,450 . 00 $4 , 620 . 00 $0 . 00 $26 , 590 . 00 Kimley- Horn and Associates , Inc . Kimley- Horn Project : INDIAN RIVER COUNTY= PHOTO ID POINTS and Associates , Inc . FILE NO . 1 0 DATE ESTIMATE COSI $279004 . 00 SHEET 2 SUMMARY OF FEES TOTALS Sheet One $26 , 590 . 00 Total Fees $269590 . 00 Direct Costs DAYS NIGHTS MILES DAYS Rate MILEAGE 1200 0 . 345 $414 . 00 HOTELS 100 $0 . 00 MEALS 68 $0 . 00 RESEARCH/DEEDS COMPUTER 25 $0 . 00 ALLOCATION 0 $0 . 00 Total Direct Costs $414 . 00 Grand Total $27 , 004 . 00 T 0 Z R INDIAN RIVER COUNTY 1 : 23 AERIAL PHOTOGRAPHY GROUND CONTROL POSITIONING SURVEY SPECIFICATIONS. All services performed under this contract shall be supervised and certified by an licensed Surveyor and Mapper registered with the State of Florida and staff employed directly with your firm. All survey procedures and final submittals shall meet or exceed Minimum Technical Standards for Geodetic Surveys as set forth in Florida Statues Chapter 61G17-6 Florida Administrative code pursuant to section 472 . 027 , Florida Statues . For the purpose of this survey the points and values do not have to adhere to N. G. S . "Blue Booking" requirements . Furthermore all services performed shall adhere to F.D . O . T . safety procedures and guidelines for Land Surveyors . Indian River County bases the following specifications on minimum requirements for this particular project. If the consultant so desires to modify or "enhance" these requirements all modifications shall be submitted in writing to the County Surveyor for approval prior to proceeding with task. NEmimum Specification Requirements Purpose: The purpose of this project is to supply Horizontal and Vertical Control with reference lines to the desired aerial photographic point positions . Establish additional geodetic "secondary" control network incorporated into the existing first order Indian River County Horizontal Control Network (I.R . C .H. C . ) for use by the County and public at large. Reference Datum : Horizontal reference datum must be adjusted to NAD 1983/90 and derived (and/or tied to) from the existing Indian River County Horizontal Control (I.R. C .H. C .) State Plane coordinate system in use at time of this project. (To be supplied by County) . A report of Indian River Counties G.P. S . control used shall be included in final submittal . (Include point status, condition and or comments benefiting the maintenance of said points) Coordinate System: The Florida State Plane Coordinate System (East Zone) will be the basis for the product (Tied and referenced to existing I.R. C . horizontal/G.P . S . control network) . Positional Accuracy: Define positional accuracy (standards) to meet or exceed the desired Horizontal accuracy of within 0 . 10 feet plus or minus ; Vertical accuracy shall be within 0 . 30 feet plus or minus NAVD88 , and accompanying conversion to NGVD29 . File: mobrien/c/desktop/mydocuments/Kimley Home D. O .T. Aerial Photo position proposal request 2 1 F ' 1 O R � INDIAN RIVER COUNTY 1 : 23 AERIAL PHOTOGRAPHY GROUND CONTROL POSITIONING SURVEY SPECIFICATIONS (Cont.) Control Location : Control shall be placed on the desired photographic identification point(s) with a minimum of two well defined reference line legs (reference lines minimum 300 feet) with a grid bearing and distance (s) related to mentioned photographic identification point. A detailed description (and values) of the photographic identification point(s) and references shall be supplied in a graphic and tabular form. Control Points: All (21 ) points set either as a reference or actual photographic identification point shall be in the form of a disc or washer stamped "Indian River County G .P . S . (With corresponding number assigned) or reference thereto ' and so indicated in a graphic form of drawing sheets . Material to be supplied by consultant. (Monuments are not necessary for this task) . Control and/or reference points (2) and reference lines shall be well defined so points can be accurately located or relocated as needed. If at all possible, the Photographic Identscation point and reference points shall be inter-visible with each other to allow easy re-establishment of points as needed. Deliverables: Preparation and submittal shall be in survey feet, using State Plane Coordinates values . Location descriptions and sketch of control point(s) and/or Aerial Photograph identification point(s) (And values) shall be included in submittal with accompanying spreadsheet of all final values related to point identifiers supplied. 1 . Key sheet depicting the overall Horizontal and Vertical Control network with assigned values . 2. Individual sheets with one (or two) of the 21 Photographic Identification points , references and related values and information. Preference is to have the information " over- laid " on to the current Aerial Photographs supplied by the County. Please supply this task as a separate line item for review. 3 . A separate "spread/sheet of the established values in a word or excel document format. 4 . All information shall also be supplied to the County on CD , (Auto Cadd 2000 format) . 5 . Hardcopy submittal : With the small area needed for each Identification point drawing(s) the County desires the information to be on 11 "x 17" sheets if all information is completely legible . If not, drawings can be produced on 24" x 34" sheets with accompanying copies of a reduced version on 11 " x 17" sheets . 6 . The submitted survey shall be certified to Indian River County and The Florida Department of Transportation as a " G .P . S . Survey" with the purpose of (as specified) . File: mobrien/c/desktop/mydocuments/Kimley Horne D.O.T. Aerial Photo position proposal request 3 GROUND CONTROL SPECIFICATIONS FOR 1 : 23 , 000 AERIAL PHOTOGRAPHY All services performed under this contract shall be under the direction of a licensed Surveyor and Mapper registered with the State of Florida and shall meet or exceed Minimum Technical Standards . Reference Datum: Horizontal reference datum must be adjusted NAD 1983 . Coordinate System: The Florida State Plane Coordinate System will be the basis for the product. Positional Accuracy: Horizontal accuracy shall be within 0 . 10 feet plus or minus . Vertical accuracy shall be within 0.30 feet plus or minus . Control Points : Preparation and submittal of current control data shall be in survey feet, using State Plane Coordinate values . Location descriptions of control points shall be included with survey data . Control points shall be well defined so points can be accurately relocated as needed. Control Locations : To be determined by the F.D. O.T. Surveying and Mapping Office' s Photogrammetry Section. All targets shall be located in designated area before flight. Where targets cannot be used, control shall be place on a photo identifiable point with a minimum of two well defined legs . A detailed description of photo identifiable point shall be included. Aerial Targets : All aerial targets shall be the shape of a "T" or "X". Each leg shall be 18 inches wide x 42 inches long . When using a "T", the base of the "T" shall be 7 foot long. Coordination: Representative of the Department is Mr. Charles Russell, Appraiser Specialist, Property Tax Administration (Telephone (850) 922-7956 or Suncom 292-7956), Post Office Box 3000, Tallahassee , Florida 32315 -3000. + Y T INDIAN RIVER COUNTY MEMORANDUM Date : March 7 , 2003 To : Jeff Maasch, Property Appraisers office Cc : Chris Kafer From: Michael O ' Brien P. S .M. , County Surveyor Ext. 1386 Subject: RE : D.O. T. E23 Aerial Photography survey project. Jeff, As per the D . O .T. requirements the data will have to be obtained on a first order basis (Static G .P . S .) and since we need to go to this extent I am going to propose we take advantage of the work to be performed and also have it tied to the I.R . C . existing G.P. S . control allowing us to further densify our network. They will need to occupy recorded State Plane Positions so they my as well utilize our network in conjunction with N. G. S . survey monuments in the outer portions of the County. It should not add too much additional cost to the project. As mentioned we will need to sub consult the project out. I am currently working on a scope and hope to receive a price quote A . S . A .P . Furthermore please coordinate with Chris Kafer and myself regarding the possible funding amounts from the other departments involved so Chris can get an idea how much may be needed under the exiting general survey sub consultant budget to complete this task. We are going to expedite the work under public works sub consultant budget. uestion : Can we supply to the consultant a copy of the current images you have from D . O .T on CD ? I would like to propose the consultant roughly overlay the survey points on the aerial photo on the deliverable drawing(s) for a good visual and for our records . Obviously we also will supply you and D . O .T. with the Horizontal and Vertical values more a precise overlay by their staff. And as mentioned a +/- state plane coordinate from you placed on the photo clips you supplied will assist the consultant to navigate to some of the remote areas , in turn save time. Thanks Please do not hesitate to contact me if you should have any questions . Mic el O ' Brien , P . S .M. Indian River County Surveyor ' Ext . 1386