Ground Survey Sample Clauses

Ground Survey. 2.1 The Engineer will provide a boundary and topographic improvements survey of the entire roadway corridor. Survey information beyond/outside the ROW will require permission from the impacted property Owner(s). Requests for access from private property owner(s) and surveys in private property will be the responsibility of the Engineer.
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Ground Survey. The ENGINEER will acquire ground survey information along the project corridor as depicted in the attached Exhibit A. • The topographic survey shall be prepared at 2-foot contour intervals for a 100-foot corridor along the preferred alignment, with elevations tied to NAVD 88 datum. Horizontal datum shall be VA State Plane Coordinate North (NAD83). For budget fee purposes it is assumed the additional corridor to be surveyed will be linear feet. • All existing and visible surface features along the project corridor shall be located and plotted at a scale of 1 inch = 40 feet over the 100-foot wide project corridor. Trees larger than 6-inches in diameter shall be identified by diameter and type. Edges of wooded areas will be located. The surveys shall include all observed physical features including meter vaults, valve boxes, manhole rims and other buried objects that have a visible representation, storm culverts, edges of pavement, tree lines, utility poles, manhole covers, vaults, etc. The site surveys shall include the location of all building corners, curb lines and above grade structures, telephone poles, including electrical equipment (e.g., utility transformers). The survey shall include inverts of all gravity pipes. • ENGINEER certifies that all ground survey work shall be accurate to horizontally and feet vertically. feet • The VA state plane grid will be established and shown as well as the property corners, property lines, yard lines, setbacks and buffer yards. Owner information will be provided for all properties shown, as well as easement and right-of-way information. • Surveys shall also include staking out the soil borings, and picking up the horizontal and vertical locations for geotechnical engineering analysis, as well as the location of all flagged wetlands along the project corridor. • Control points will be established for inclusion in the design documents, as well as for use by the Contractor during stakeout. Location and spacing shall be as deemed appropriate for construction; however, a minimum of control points are envisioned. This will include all initial survey control and tie to the horizontal and vertical datum for the base mapping. • Staking out the alignment for construction (on a case by case basis)
Ground Survey. The field survey was carried out around radial distance of 10 km from the project site. The survey consisted of traversing the study area, cross-checking of identified features with those represented on the map. Field notes were kept in the form of log sheets that recorded information pertaining to co-ordinates, photographs and identified landuses. Additional features identified or remarks made against existing interpretation were also recorded. The field survey was carried out around radial distance of 10 km from the project site. Kadam’s land use and land cover Functional Area Expert visited the site for quality check of the map. GPS readings were taken during the surveys wherever it was felt that additional confirmation in interpretation of the data and also observations of land features were noted. Additionally, spot checks were also done to confirm the land use / land cover interpretation even where confidence of interpretation was high. Table 3-2 enumerates the land features and its corresponding GPS readings of all the ground truthing locations selected. Table 3-2: GPS Readings within Study Area Sr. No. Latitude Longitude Location Classes 1 210 34’ 44.7” N 720 46’ 50.5” E Ambheta Water Body 3 210 42’ 57.5” N 720 40’ 13.1” E Towards Rahiyad crossing Scrub 4 210 42’ 16.6” N 720 40‘18.2” E Rahiyad Village 5 210 42’ 06.7” N 720 39’ 45.1” E Suva Scrub land 6 210 41’ 05.3” N 720 39’ 23.3” E Suva Barren land 7 21041’ 03.1” N 720 39’ 56.4” E Rahiyad Ag land 8 210 43’ 16.0” N 730 42’ 7.9”E Atali Prosopis Cover 9 210 45’ 07.6” N 720 38’ 40.9” E Vav Water body 10 210 43’ 13.3” N 720 36’ 04.5” E Xxxxx Xxxxxxxxxx Xxxx 00 00000’ 55.5” N 720 33’ 02.6” E Dahej Salt xxxxx vegetation 12 210 45’ 55.6” N 720 38’ 43.5” E Xxxxxxxx Xxxxxxx 00 000 00’ 09.5” N 720 36’ 17.7” E Xxxxxxxx Grassland

Related to Ground Survey

  • Title Policy and Survey A. TITLE POLICY: Seller shall furnish to Buyer at Seller’s Buyer’s expense an owner policy of title insurance (Title Policy) issued by (Title Company) in the amount of the Sales Price, dated at or after closing, insuring Buyer against loss under the provisions of the Title Policy, subject to the promulgated exclusions (including existing building and zoning ordinances) and the following exceptions:

  • 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 business days and prior to the Closing. 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.

  • Title Review Seller shall be obligated to clear any and all encumbrances of title of an ascertainable monetary amount (“Seller Liens”), which Seller’s Liens Seller shall cause to be satisfied and or released at or prior to Closing (with Seller having the right to apply the Purchase Price or a portion thereof for such purpose). Notwithstanding the foregoing, prior to the Due Diligence Date, Purchaser shall give notice (“Purchaser’s Title Notice”) to Seller of the existence of any encumbrances and defects in title to which Purchaser objects and that are not Permitted Encumbrances (“Title Objections”). Seller shall, within five (5) business days from receipt of Purchaser’s Title Notice, notify Purchaser of those Title Objections that Seller elects not to attempt to remove or correct, provided that failure of Seller to give said notice shall be deemed to mean that Seller shall remove or correct all of Purchaser’s Title Objections. In the event Seller elects to attempt to remove or correct Title Objections(s) and by the later of the Due Diligence Date or the date which is thirty (30) business days following Seller’s receipt of Purchaser’s Title Notice, Seller has not arranged for removal or correction of said Title Objections, then Purchaser shall either (i) terminate this Agreement in which event the Deposit shall be returned to Purchaser and the parties hereto shall have no further rights or obligations hereunder, except for rights and obligations which, by their terms, survive the termination hereof, or (ii) accept the condition of the title to the Property as it then is, without diminution of the Purchase Price. If Purchaser fails to elect (i) above, then Purchaser shall be deemed to have elected (ii) above. Encumbrances and defects to title that are not included in Purchaser’s Title Objections and those Title Objections that are accepted pursuant to this subsection shall be deemed to be Permitted Encumbrances. Notwithstanding anything herein to the contrary, Seller’s Liens shall not be deemed Permitted Encumbrances. Recording fees for recording documents to discharge Title Objections and Seller’s Liens shall be borne by Seller.

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