Acre Sample Clauses

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.
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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 Xxxxxxx Xx ! ! 0.1 mi 0.5 mi Xxxxx 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 Xxxxx Unit 7 ! Unit 6 Map may not be to scale 0.4 mi
Acre. Start point @ W. l670 ‘-0”, S. 1030 ‘-0”, go xxx Xxxx 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. 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 Xxxxxx Site (36Bu365), a precontact period site of indeterminate age, was identified in the western margin of the terrace, adjacent to Neshaminy Creek. The Xxxxxx 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 Xxxxxxx 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 Xxxxxxx Mill Complex Site within the APE was approximately 0.12 acre. The Phase I Survey determined that both the Xxxxxx and the Xxxxxxx Mill Complex sites are potentially significant archaeological resources. These findings were presented to XxxxXXX 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. 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 Xxxxx Xxx purchased the said properties. It appears that Late Rajab Xxx Xxxx and Late Tairuddin Sekh and Late Xxxx Xxxx were the recorded owners with the records of BL&LRO long back and on their demise their legal heirs Xxxxx Xxx Sekh and others legal heirs of Late Rajab Xxx Xxxx and Khoda Bux Sekh and others and Piyar Xxx Xxxx others legal heirs of Tairuddin Sekh became Owners by Laws of Inheritenace. Subsequently, the said Xxxxx Xxx Vide Deed No. 03553 of 2017 with ADSR, Bishnupur transferred the said property to and in favour of Smt. Xxxxx Xxxxxxxxxx. Title in respect of Agricultural Land all within P.S. Bishnupur, Mouza – Chandandha, X.X. Xx.00, X.X. Xxxxxxx Xx.0000 R.S. and L.R. Dag Xx.000, xxxx 00 xxxxx (Xxxx) and 510/1988 area 0.085 satak (Sali), Police Station and Sub-Registry Office – Bishnupur, in the District of South 24 Parganas (hereinafter called “the said Land”) at present owned by Xxxxxxxx Xxxx Xxxxxx son of Xxxxx Xxxxxxx Xxxxxx of Chandandha, P.S. Bishnupur, South 24 Parganas (hereinafter called “the present Owner/Occupier”). With the Recital of the Vernacular cobala dated 6th July 1984 made between Xxx Xxxxxx Sekh (Vendor) and Xxxxxxxx Xxxx Xxxxxx (purchaser) and Registered at the office of A.D.S.R – Bishnupur, in Book-I, being 5458 for the year 1984. From the Recital of the Vernacular Cobala referred to above it appears as follows :-
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. Forty-three thousand five hundred sixty (43,560) square feet of land when row widths do not exceed six feet, or if row widths exceed six feet, the land area on which at least 7,260 linear feet of rows are planted.
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Acre. Field notes of a tract of land in the Xxxxxxx and Xxxxxx Xxxxx Survey, Abstract No. 76, Xxxxxx 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 Xxxxxx 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 Xxxxxx 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 Xxxxx Xxx purchased the said properties. It appears that Late Xxxxx Xxx Xxxx and Late Xxxxxxxxx Xxxx and Late Xxxx Xxxx were the recorded owners with the records of BL&LRO long back and on their demise their legal heirs Xxxxx Xxx Xxxx and others legal heirs of Late Xxxxx Xxx Xxxx and Xxxxx Xxx Xxxx and others and Xxxxx Xxx Xxxx others legal heirs of Xxxxxxxxx Xxxx became Owners by Laws of Inheritenace. Subsequently, the said Xxxxx Xxx Vide Deed No. 03553 of 2017 with ADSR, Bishnupur transferred the said property to and in favour of Smt. Xxxxx Xxxxxxxxxx.
Acre. T6R3E Common School and Indemnity (3), State Forest Transfer (1) > > > > 122°26'W 122°25.5'W > > N-6650 > > > > > > > >> > > > > > > ]%4 > > > > > > >> > > > > > > 46°2'N > Private > > > > > > > > > > > > > > > > > > > > > > > > > > > Dinky Pit > > > > >
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