TOPOGRAPHIC SURVEY AND BASE DRAWINGS Sample Clauses

TOPOGRAPHIC SURVEY AND BASE DRAWINGS. The PROFESSIONAL shall provide topographic and utility survey for the proposed improvements. This service includes: a. Horizontal Datum will be provided using Iowa State Plane. b. Vertical Datum will be provided using NAVD 88. c. Set a minimum of one permanent benchmark on site with description and elevation to the nearest 0.01 foot. Larger sites will require benchmarks at intervals not to exceed 1,000 feet horizontal or 25 feet vertical. d. Spot elevations displayed to the nearest 0.01 feet to be included for shots and are to be shown on a separate CADD drawing level to view when applicable. An approximate 25 foot grid will be used to create the topography map along with other grade breaks such as tops, toes, drainage ways, tops and bottoms of retaining walls, etc. e. Contours shall be shown at 1-foot intervals. f. Perform a field survey locating visible improvements such as structures, parking, signs, sidewalks, and other visible features above grade will be shown. Below grade non-visible structures or improvements will be shown from information as provided by site owner and would be approximate. Below grade non-visible structures may require further investigation if potentially in conflict with proposed site improvements. Existing building structures shown are not intended for architectural design or civil site plan design. Specific information required for that purpose should be provided by a specific scope of services. However, this service can be provided upon request with additional fees. g. The field survey will include that area within the SE Delaware Avenue right- of-way approximately 200’ north and south of SE 54th Street. Also, that area within the SE 54th Street right-of-way approximately 200’ west of NE Delaware Ave. Additional survey will include approximately 1800’ north to the Fleet Farm signal in the area between the outer back of curb and the right- of-way. The side of the right-of-way for this area of survey will be determined after proposed location of fiber is determined. h. Location of trees four (4) inches and greater caliper not lying within wooded areas. The drip line or perimeter outline of wooded/brush areas will be shown. i. Provide known existing utility information based on record information, surface evidence, as-built drawings, and utility company field locates. This service includes contacting Iowa One Call, following Chapter 480 of the Iowa Code, to locate existing public utilities on the site, and performing a field surv...
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TOPOGRAPHIC SURVEY AND BASE DRAWINGS. All preliminary survey shall meet the requirements of theNovember 2010, Office of Design, English Preliminary Survey Specifications” and “Specifications for Targeting Ground Control Points for Photogrammetry”. a. Professional shall contact all potentially impacted property owners. This will include sending a letter to each potentially impacted property owner identifying the scope of work, and the timeline surveyors may enter the property. If entry is not allowed, Professional shall notify “Survey Manager, Design Bureau” with the name of the property owner to discuss other options. b. Survey horizontal datum shall be established as needed at control points on the Project relative to IaRCS Zone 8. The survey will include horizontal control information relating the survey datum to a minimum of one project as built benchmark and a minimum of one National Geodetic Survey Benchmark within 6 miles of the Project location, provided they exist. c. Survey vertical datum will be relative to NAVD88 (Geoid 12b) and will relate the survey datum to two National Geodetic Survey Benchmarks within 2 miles of the Project location, provided they exist. d. Professional shall obtain what is considered a “Full Field Survey” within the area shown on Exhibit D - Project Location Map. The rules for this agreement shall be for Professional to survey all hard objects including, but not limited to, roadways, bridges, drainage structures, and utility structures. Ground features included are all break lines outside shoulder to outside shoulder, top back slope break line, all drainage feature break lines such as draws, side ditches, banks, stream beds, edges of rivers, ponds and pond beds. e. The Iowa DOT shall provide existing plans or as-builts for roadways, existing bridges and culverts within the identified survey corridor. f. Professional shall utilize the Iowa Real-Time Network (RTN) as the primary method of collecting data on soft surfaces only. Hard surface data collection will be obtained by utilizing a Real-Time Kinematic (RTK) positioning base station on a primary control station or by utilizing secondary control in association with total station observations. A report shall be provided to the Client and Iowa DOT on what types of checks and balances were observed for quality assurance. g. Professional will require all field personnel to wear the ANSI 107 Class 2 safety apparel while occupying the state right-of-way. h. Professional shall place an Iowa One-Call Design Locate ...

Related to TOPOGRAPHIC SURVEY AND BASE DRAWINGS

  • Surveys Each Borrower shall submit the Ship owned by it regularly to all periodical or other surveys which may be required for classification purposes and, if so required by the Security Trustee provide the Security Trustee, with copies of all survey reports.

  • Survey Buyer may obtain a survey of the Property before the Closing to assure that there are no defects, encroachments, overlaps, boundary line or acreage disputes, or other such matters, that would be disclosed by a survey ("Survey Problems"). The cost of the survey shall be paid by the Buyer. Not later than business days prior to the Closing, Buyer shall notify Seller of any Survey Problems which shall be deemed to be a defect in the title to the Property. Seller shall be required to remedy such defects within If Seller does not or cannot remedy any such defect(s), Buyer shall have the option of canceling this Agreement, in which case the Xxxxxxx Money shall be returned to Buyer.

  • Drawings In respect of the Concessionaire's obligations relating to the Drawings of the Bus Terminal as set forth in this Agreement, the following shall apply: (a) The Concessionaire shall prepare and submit, with reasonable promptness and in such sequence as is consistent with the Project Completion Schedule, three copies each of all Drawings to the Independent Engineer for review; (b) The Concessionaire shall clearly specify in the Drawings the area of Bus Terminal, Project Facilities and associated circulation area that shall be handed over to the Authority after the Concession Period of Bus Terminal. (c) By submitting the Drawings for review to the Independent Engineer, the Concessionaire shall be deemed to have represented that it has determined and verified that the design and engineering, including field construction criteria related thereto, are in conformity with the Scope of the Project and the Specifications and Standards; (d) Within 15 (fifteen) days of the receipt of the Drawings, the Independent Engineer shall review the same and convey its observations to the Concessionaire with particular reference to their conformity or otherwise with the Scope of the Project and the Specifications and Standards. The Concessionaire shall not be obliged to await the observations of the Independent Engineer on the Drawings submitted pursuant hereto beyond the said 15 (fifteen) days period and may begin or continue Construction Works at its own discretion and risk; (e) If the aforesaid observations of the Independent Engineer indicate that the Drawings are not in conformity with the Scope of the Project or the Specifications and Standards, such Drawings shall be revised by the Concessionaire and resubmitted to the Independent Engineer for review. The Independent Engineer shall give its observations, if any, within 7 (seven) days of receipt of the revised Drawings; (f) No review and/or observation of the Independent Engineer and/or its failure to review and/or convey its observations on any Drawings shall relieve the Concessionaire of its obligations and liabilities under this Agreement in any manner nor shall the Independent Engineer or the Authority be liable for the same in any manner; (g) Without prejudice to the foregoing provisions of this Clause 12.3, the Concessionaire shall submit to the Authority for review and comments, its Drawings relating to the Bus Terminal, finished road level, location and layout of the ticket counter[s], Workshop[s], Authority's Office and general arrangement drawings, and the Authority shall have the right but not the obligation to undertake such review and provide its comments, if any, within 30 (thirty) days of the receipt of such Drawings. The provisions of this Clause 12.3 shall apply mutatis mutandis to the review and comments hereunder; and (h) Within 90 (ninety) days of the Project Completion Date, the Concessionaire shall furnish to the Authority and the Independent Engineer a complete set of as-built Drawings, in 2 (two) hard copies and in micro film form or in such other medium as may be acceptable to the Authority, reflecting the Bus Terminal as actually designed, engineered and constructed, including an as-built survey illustrating the layout of the Bus Terminal and setback lines, if any, of the buildings and structures forming part of Project Facilities.

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