Acre Clause Samples
The 'Acre' clause defines the unit of measurement used to describe land area within a contract. It specifies that any references to land size, boundaries, or property dimensions are to be understood in terms of acres, which is a standard unit of area commonly used in real estate and agricultural agreements. By establishing this clear measurement standard, the clause ensures consistency and avoids disputes over the interpretation of land size, thereby promoting clarity and precision in contractual obligations.
Acre pursuant to its services to Owner under this Services Agreement, has entered into or will enter into a “Home Residency Agreement” with Resident, with Acre being the “Property Manager” of the Residence thereunder. The Home Residency Agreement sets forth Acre’s scope of servicing and management responsibility in regards to Resident, with all such servicing and management activities incorporated herein as part of the Management Services (as defined below) provided under this Services Agreement.
Acre. The area of the Project Site for proposed Bus Terminal cum Commercial Complex Project is approximately 6.25 acre (as Appendix-1). Out of the total available area, the remaninng area has been kept reserved for Construction of PRTC Complex by PRTC, as per the following details.
Acre. Start point @ W. l670 ‘-0”, S. 1030 ‘-0”, go ▇▇▇ ▇▇▇▇ 690 ‘-0” to a point @ W. 2360 ‘-0”, S. 1030 ‘0”, turn 90° North and go 520 ‘-0” to a point @ W. 2360 ‘-0”, S. 510 ‘-0”, turn 90° East and go l00 ‘-0” to a point @ W. 2260 ‘-0”, S. 510 ‘-0”, turn 90° North and go 230 ‘-0” to a point @ W. 2260 ‘-0”, S. 280 ‘-0”, turn 90° East and go 130 ‘-0” to a point @ W. 2130 ‘-0”, S. 280 ‘-0”, turn 90° South and go 80 ‘-0” to a point @ W. 2130 ‘-0”, S. 360 ‘-0”, turn 90° East and go 110 ‘-0” to a point @ W. 2020 ‘-0”, S. 360 ‘-0”, turn 90° North and go 130 ‘-0” to a point @ W. 2020 ‘-0”, S. 230 ‘-0”, turn 90° East and go 350 ‘-0” to a point @ W. 1670 ‘-0”, S. 230 ‘-0”, turn 90° South and go 800 ‘-0” to start point W. l670 ‘-0”, S. 1030 ‘-0”
Acre. Lat-22040’5.30 “N and long 85041’57.91”E.The site is observed to be an open land. The site is located at an average distance of around 8 to 9 km from the CHAKRADHARPUR City. The features of the site are presented in table 1.
Acre. > 48°7.5'N ■ ■%4 ~ U+ All State Unless Otherwise Noted ~ ~ > ~ ~ ~ > ■ > > ~ ~ ~ ■%3 ■%4 ~ > > ■%5 Equipment Pad B 0 500 1,000 2,000 3,000 Feet ~ > ■ Equipment Pad A ~ ~ ~ Sale Boundary Tags Timber Type Change Designated Equipment Trail !O!O 6 Fence Power Lines > ! % k ~¦ ~¦ ~ ~ Leave Tree Tags Right of Way Tags o o o Waterline Existing Road Highway 112 Streams Stream Type Stream Type Break Survey Monument DNR Managed Lands Variable Retention Harvest Leave Tree Area Riparian Mgt Zone ! ! Gate (AA1) W ! ! Take / Removal Trees Property Line Olympic Discovery Trail Δ Optional Pre-Haul Maintenance Forested Wetland Wetland Mgt Zone Bollard (AA1) Optional Construction Required Pre-Haul Maintenance Required Construction Required Reconstruction Θ Θ Θ Hazard Abatement Area Θ Θ Θ × â Structure Bridge Proposed Landing ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ! ! ! U ) ■ LYRE LYRE Olympic Region Clallam T O W N S H I P ( S ) : T30R9W, T31R9W E L E VAT I O N R G E : 280-700' 0.2 mi ) PA-J-3000 (Waterline Rd) 0.6 mi ▇▇▇▇▇▇▇ ▇▇ ! ! 0.1 mi 0.5 mi ▇▇▇▇▇ 4 miles 47 ■) 48 ■) ¬«112 ! Unit 1 Unit 8 PA-J-3100 ! ! PA-J-3010 Unit 5 ! Unit 10 (ROW) Unit 2 ! Unit 9 0.5 mi ▇▇▇▇▇ Unit 7 ! Unit 6 Map may not be to scale 0.4 mi
Acre. TRACT IV, AND ALSO THE SAID MOST WESTERLY LINE OF THE 11.4060 ACRE CONOCO TOWER SITE, A DISTANCE OF 563.60 FEET TO A POINT, FROM WHICH A FOUND BRASS DISK IN CONCRETE, STAMPED GWP, AT THE INTERSECTION OF THE SOUTH LINE OF RICHMOND AVENUE, 120 FOOT RIGHT OF WAY, WITH THE SAID EAST LINE OF EDLOE STREET, FOR THE NORTHWEST CORNER OF SAID UNRESTRICTED RESERVE “A”, AND THE NORTHWEST CORNER OF THE SAID 33.36 ACRE TRACT IV, AND ALSO THE NORTHWEST CORNER OF THE SAID 11.4060 ACRE CONOCO TOWER SITE BEARS, NORTH 02 DEGREES 22 MINUTES 37 SECONDS WEST, 517.22 FEET; THENCE, NORTH 87 DEGREES 37 MINUTES 23 SECONDS EAST, CROSSING A PORTION OF SAID UNRESTRICTED RESERVE “A”, THE SAID 33.36 ACRE TRACT IV, AND THE SAID 11.4060 ACRE CONOCO TOWER SITE, A DISTANCE OF 80.42 FEET TO A POINT, FOR AN INTERIOR CORNER OF THE SAID 11.4060 ACRE CONOCO TOWER SITE, BEING THE NORTHWEST CORNER OF THE SAID 1.8268 ACRE TRACT AND THE POINT OF BEGINNING; THENCE, NORTH 77 DEGREES 42 MINUTES 23 SECONDS EAST, CONTINUING TO CROSS A PORTION OF THE SAID UNRESTRICTED RESERVE “A”, AND THE SAID 33.36 ACRE TRACT IV, WITH AN INTERIOR LINE OF THE SAID 11.4060 ACRE CONOCO TOWER SITE, SAME BEING THE NORTH LINE OF THE SAID 1.8268 ACRE TRACT, A DISTANCE OF 158.45 FEET, TO A POINT, FOR AN INTERIOR CORNER OF THE SAID 11.4060 ACRE CONOCO TOWER SITE, SAME BEING THE ▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇ ▇▇▇ ▇▇▇▇ ▇.▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇; THENCE, SOUTH 12 DEGREES 17 MINUTES 37 SECONDS EAST, CONTINUING TO CROSS A PORTION OF SAID UNRESTRICTED RESERVE “A”, AND THE SAID 33.36 ACRE TRACT IV, WITH AN INTERIOR LINE OF THE SAID 11.4060 ACRE CONOCO TOWER SITE, SAME BEING THE EAST LINE OF THE SAID 1.8268 ACRE TRACT, AT A DISTANCE OF 84.35 FEET, PASS THE NORTHWEST CORNER OF THAT CERTAIN CONSTRUCTION, OPERATION, REPAIR AND USE EASEMENT, DESCRIBED IN THE SAID EASEMENT DEDICATION AND AGREEMENT, RECORDED IN FILE NO. D963753, AND WITH THE WEST LINE OF THE SAID CONSTRUCTION, OPERATION, REPAIR AND USE EASEMENT RECORDED IN FILE NO. D963753, AT A DISTANCE OF 165.35, PASS THE SOUTHWEST CORNER OF THE SAID CONSTRUCTION, OPERATION, REPAIR AND USE EASEMENT RECORDED IN FILE NO. D963753, AND A TOTAL DISTANCE OF 219.00 FEET TO A POINT; THENCE, CONTINUING TO CROSS A PORTION OF SAID UNRESTRICTED RESERVE “A”, AND THE SAID 33.36 ACRE TRACT IV, AND ALSO CROSSING A PORTION OF THE SAID 1.8268 ACRE TRACT, THE FOLLOWING (2) TWO COURSES AND DISTANCES: 1. SOUTH 77 DEGREES 42 MINUTES 23 SECONDS WEST, A DISTANCE OF 15.25 FEET, TO A POINT, AND 2. SOUTH 12 DEGREES 17 MINUTES 37 SECONDS...
Acre. The Phase I Survey included a geomorphological assessment of the APE. The geomorphological investigation confirmed the PennDOT Qualified Professional’s assessment that the southern bridge quadrants were comprehensively disturbed and required no testing. The project geomorphologist also observed several large basin features in the northwestern quadrant, and chronicled the comprehensive soil disturbance in this area. Soil test pits (STPs) were excavated in the northeastern quadrant of the APE. This testing identified two previously undocumented archaeological resources. The ▇▇▇▇▇▇ Site (36Bu365), a precontact period site of indeterminate age, was identified in the western margin of the terrace, adjacent to Neshaminy Creek. The ▇▇▇▇▇▇ Site measures approximately 0.07 acre. Phase I testing in the low upland slope and the eastern margin of the northeastern quadrant revealed the remains of the ▇▇▇▇▇▇▇ Mill Complex Site (36Bu366). A pedestrian reconnaissance of the area east and south of this sheet midden and outside of the APE revealed the remains of numerous mill-related structures, including a dwelling, two subterranean storage structures, the millrace, and the mill itself. The portion of the ▇▇▇▇▇▇▇ Mill Complex Site within the APE was approximately 0.12 acre. The Phase I Survey determined that both the ▇▇▇▇▇▇ and the ▇▇▇▇▇▇▇ Mill Complex sites are potentially significant archaeological resources. These findings were presented to ▇▇▇▇▇▇▇ and the decision was made to redesign the project in order to completely avoid these two sites and preserve them in place. A plan has been designed to facilitate this avoidance. Adherence to the directives of this preservation plan during all phases of construction will constitute compliance with Section 106.
Acre. The Consultant shall develop a Stormwater Management Plan (SWMP) as required and defined in the CDPS General Permit for Stormwater Discharges Associated with Construction Activity (Permit No. COR-30000). The permit shall be assigned to the construction contractor upon ▇▇▇▇▇▇▇▇’▇ issuance of Notice to Proceed for construction.
Acre. Field notes of a tract of land in the ▇▇▇▇▇▇▇ and ▇▇▇▇▇▇ ▇▇▇▇▇ Survey, Abstract No. 76, ▇▇▇▇▇▇ County, texas, said tract of land being a part of a larger tract of land (“the 289 acre tract”) described in a deed to Oiltanking of Texas, Inc. from Jacintoport Corporation on February 21, 1975 recorded in ▇▇▇▇▇▇ County, Texas, Clerk’s File No. E372837 and in a deed to Oiltanking of Texas, Inc. from Jacintoport Corporation on February 21, 1977 recorded in ▇▇▇▇▇▇ County, Texas, Clerk’s File No. F051641, and being more particularly described by coordinates, bearings and distances based on The Texas State Plane Coordinate System, South Central Zone, as follows: BEGINNING at a point that bears South 00 deg. 53 min. 15 sec. East, 2989.19 feet from the Northwest corner (said Northwest corner having state plane coordinates of X equals 3,227,829.57 and Y equals 717,353.87) of said 289 acre tract, said point having State Plane Coordinates of X equals 3,227,875.87 and Y equals 714,365.04, also being the Northwest corner of terminal premises 14.35 acre tract and the Southwest corner of the following described parcel of real estate;
Acre. It appears that by three Bengali Cobala being Deed Nos. 2740, 2741 and 2743 for the year 1992 with ADSR, Bishnupur the said erstwhile owner ▇▇▇▇▇ ▇▇▇ purchased the said properties. It appears that Late ▇▇▇▇▇ ▇▇▇ ▇▇▇▇ and Late ▇▇▇▇▇▇▇▇▇ ▇▇▇▇ and Late ▇▇▇▇ ▇▇▇▇ were the recorded owners with the records of BL&LRO long back and on their demise their legal heirs ▇▇▇▇▇ ▇▇▇ ▇▇▇▇ and others legal heirs of Late ▇▇▇▇▇ ▇▇▇ ▇▇▇▇ and ▇▇▇▇▇ ▇▇▇ ▇▇▇▇ and others and ▇▇▇▇▇ ▇▇▇ ▇▇▇▇ others legal heirs of ▇▇▇▇▇▇▇▇▇ ▇▇▇▇ became Owners by Laws of Inheritenace. Subsequently, the said ▇▇▇▇▇ ▇▇▇ Vide Deed No. 03553 of 2017 with ADSR, Bishnupur transferred the said property to and in favour of Smt. ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇.