SENATE AMENDED PRIOR PRINTER'S NOS. 2136, 2284 PRINTER'S NO. 2294

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No. 1656
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Session of 2007
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INTRODUCED BY MOYER AND MENSCH, JUNE 27, 2007

AS AMENDED ON THIRD CONSIDERATION, IN SENATE, JULY 12, 2007

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AN ACT
1 Authorizing and directing the Department of General Services,
2 with the approval of the Department of Conservation and
3 Natural Resources and the Governor, to grant and convey to
4 Skippack Township certain lands situate in Skippack Township,
5 Montgomery County, in exchange for Skippack Township granting
6 and conveying certain lands to the Commonwealth to be added
7 to those existing lands at Evansburg State Park; AND <--
8 AUTHORIZING AND DIRECTING THE DEPARTMENT OF GENERAL SERVICES,
9 WITH THE APPROVAL OF THE GOVERNOR AND THE DEPARTMENT OF
10 CONSERVATION AND NATURAL RESOURCES, TO GRANT AND CONVEY TO
11 JEFFERSON COUNTY CERTAIN LANDS SITUATE IN WINSLOW TOWNSHIP,
12 JEFFERSON COUNTY; AND AUTHORIZING AND DIRECTING THE <--
13 DEPARTMENT OF GENERAL SERVICES, WITH THE APPROVAL OF THE
14 GOVERNOR AND THE DEPARTMENT OF MILITARY AND VETERANS AFFAIRS,
15 TO GRANT AND CONVEY TO THE BOROUGH OF MANSFIELD CERTAIN LANDS
16 SITUATE IN THE BOROUGH OF MANSFIELD, TIOGA COUNTY.
17 The General Assembly of the Commonwealth of Pennsylvania
18 hereby enacts as follows:
19 Section 1. Conveyance in Skippack Township, Montgomery County.
20 (a) Authorization.--The Department of General Services, with
21 the approval of the Department of Conservation and Natural
22 Resources and the Governor, is hereby authorized on behalf of
23 the Commonwealth of Pennsylvania to grant and convey to Skippack
24 Township, free of restrictions on use and alienation imposed by
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1 section 20 of the act of June 22, 1964 (Sp. Sess., P.L.131, 2 No.8), known as the Project 70 Land Acquisition and Borrowing 3 Act, certain lands situate in Skippack Township, Montgomery 4 County, in exchange for that certain property to be conveyed to 5 the Commonwealth of Pennsylvania in accordance with subsection 6 (c). 7 (b) Description of property to be transferred to Skippack 8 Township.--The property to be conveyed in accordance with 9 subsection (a) consists of eight tracts of land totaling 10 approximately 0.5709-acres and improvements thereon bounded and 11 more particularly described as follows: 12 TRACT 1 13 BEGINNING AT A POINT west of the corner of Skippack Pike (SR 14 0073) and Old Forty Foot Road (SR 1006) as shown on the plan 15 prepared by Traffic Planning and Design, Inc., Pottstown, 16 Pennsylvania dated October 25, 2006 said point being 16.49 feet 17 right of station 47+85.00, 18 THENCE extending S 15 degrees 36 minutes 41.09 seconds E a 19 distance of 11.51 feet to a point, 20 THENCE extending S 74 degrees 23 minutes 18.91 seconds W a 21 distance of 20.00 feet to a point, 22 THENCE extending N 15 degrees 36 minutes 41.09 seconds W a 23 distance of 11.49 feet to a point, 24 THENCE extending N 74 degrees 19 minutes 31.30 seconds E a 25 distance of 5.49 feet to a point, 26 THENCE extending N 74 degrees 20 minutes 54.89 seconds E a 27 distance of 14.51 feet to the place of beginning. 28 Containing 229.98 square feet (0.005 AC) more or less. 29 TRACT 2 30 BEGINNING AT A POINT on the Southwest corner of Skippack Pike 20070H1656B2294 - 2 -

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1 (SR 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as
2 shown on the plan prepared by Traffic Planning and Design, Inc.,
3 Pottstown, Pennsylvania dated March 27, 2006 said point being
4 16.12 feet right of station 55+95.54,
5 THENCE extending N 84 degrees 37 minutes 44.13 seconds E a
6 distance of 21.51 feet to a point,
7 THENCE extending N 85 degrees 50 minutes 29.28 seconds E a
8 distance of 51.05 feet to a point,
9 THENCE along a curve to the right having a radius of 2,313.49
10 feet, a delta of 1 degree 55 minutes 17.62 seconds, an arc
11 distance of 77.59 feet, a chord bearing of N 86 degrees 42
12 minutes 17.86 seconds E and a chord distance of 77.59 feet to a
13 point,
14 THENCE extending S 1 degree 35 minutes 24.46 seconds E a
15 distance of 12.10 feet to a point,
16 THENCE along a curve to the left having a radius of 3,972.73
17 feet, a delta of 2 degrees 9 minutes 49.36 seconds, an arc
18 distance of 150.03 feet, a chord bearing of S 87 degrees 43
19 minutes 18.37 seconds W and a chord distance of 150.02 feet to a
20 point,
21 THENCE extending N 1 degree 35 minutes 33.72 seconds W a
22 distance of 7.89 feet to the place of beginning.
23 Containing 1,516.92 square feet (0.0348 AC) more or less.
24 TRACT 3
25 BEGINNING AT A POINT on the Southwest corner of Skippack Pike
26 (SR 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as
27 shown on the plan prepared by Traffic Planning and Design, Inc.,
28 Pottstown, Pennsylvania dated March 27, 2006 said point being
29 15.90 feet right of station 57+46.27,
30 THENCE along a curve to the right having a radius of 2,313.49
20070H1656B2294 - 3 -
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1 feet, a delta of 0 degrees 31 minutes 47.08 seconds, an arc
2 distance of 21.39 feet, a chord bearing of N 87 degrees 55
3 minutes 50.11 seconds E and a chord distance of 21.39 feet to a
4 point,
5 THENCE extending N 88 degrees 24 minutes 36.16 seconds E a
6 distance of 128.81 feet to a point,
7 THENCE extending S 1 degree 35 minutes 24.46 seconds E a
8 distance of 10.00 feet to a point,
9 THENCE extending S 88 degrees 24 minutes 38.70 seconds W a
10 distance of 71.48 feet to a point,
11 THENCE along a curve to the left having a radius of 3,973.50
12 feet, a delta of 1 degree 8 minutes 6.36 seconds, an arc
13 distance of 78.72 feet, a chord bearing of S 87 degrees 50
14 minutes 35.61 seconds W and a chord distance of 78.72 feet to a
15 point,
16 THENCE extending N 1 degree 35 minutes 24.46 seconds W a
17 distance of 10.60 feet to the place of beginning.
18 Containing 1,520.71 square feet (0.0349 AC) more or less.
19 TRACT 4
20 BEGINNING AT A POINT on the Southwest corner of Skippack Pike
21 (SR 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as
22 shown on the plan prepared by Traffic Planning and Design, Inc.,
23 Pottstown, Pennsylvania dated February 16, 2007 said point being
24 16.50 feet right of station 58+96.79,
25 THENCE extending N 88 degrees 24 minutes 36.16 seconds E a
26 distance of 19.48 feet to a point,
27 THENCE extending N 87 degrees 33 minutes 28.08 seconds E a
28 distance of 101.39 feet to a point,
29 THENCE along a curve to the left having a radius of 2,205.71
30 feet, a delta of 2 degrees 52 minutes 50.70 seconds, an arc
20070H1656B2294 - 4 -
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1 distance of 110.90 feet, a chord bearing of N 86 degrees 10 2 minutes 50.41 seconds E and a chord distance of 110.89 feet to a 3 point, 4 THENCE along a curve to the right having a radius of 25.00 5 feet, a delta of 89 degrees 33 minutes 53.15 seconds, an arc 6 distance of 39.08 feet, a chord bearing of S 50 degrees 28 7 minutes 44.70 seconds E and a chord distance of 35.22 feet to a 8 point, 9 THENCE extending S 5 degrees 41 minutes 54.33 seconds E a 10 distance of 61.69 feet to a point, 11 THENCE along a curve to the right having a radius of 472.16 12 feet, a delta of 11 degrees 12 minutes 40.86 seconds, an arc 13 distance of 92.39 feet, a chord bearing of S 0 degrees 40 14 minutes 34.27 seconds E and a chord distance of 92.24 feet to a 15 point, 16 THENCE along a curve to the right having a radius of 274.10 17 feet, a delta of 18 degrees 52 minutes 54.83 seconds, an arc 18 distance of 90.33 feet, a chord bearing of S 13 degrees 52 19 minutes 54.77 seconds W and a chord distance of 89.92 feet to a 20 point, 21 THENCE along a curve to the right having a radius of 1,141.89 22 feet, a delta of 8 degrees 33 minutes 20.00 seconds, an arc 23 distance of 170.51 feet, a chord bearing of S 30 degrees 48 24 minutes 50.44 seconds W and a chord distance of 170.35 feet to a 25 point, 26 THENCE extending S 30 degrees 59 minutes 34.78 seconds W a 27 distance of 0.57 feet to a point, 28 THENCE extending N 58 degrees 02 minutes 44.36 seconds W a 29 distance of 8.89 feet to a point, 30 THENCE extending N 31 degrees 57 minutes 15.64 seconds E a 20070H1656B2294 - 5 -

1 distance of 78.24 feet to a point, 2 THENCE extending N 58 degrees 02 minutes 44.36 seconds W a 3 distance of 3.00 feet to a point, 4 THENCE along a curve to the left having a radius of 945.05 5 feet, a delta of 04 degrees 20 minutes 18.55 seconds, an arc 6 distance of 71.56 feet, a chord bearing of N 29 degrees 47 7 minutes 05.89 seconds E and a chord distance of 71.54 feet to a 8 point, 9 THENCE extending N 62 degrees 23 minutes 03.85 seconds W a 10 distance of 5.00 feet to a point, 11 THENCE along a curve to the left having a radius of 254.74 12 feet, a delta of 22 degrees 08 minutes 59.96 seconds, an arc 13 distance of 98.48 feet, a chord bearing of N 16 degrees 32 14 minutes 27.40 seconds E and a chord distance of 97.87 feet to a 15 point, 16 THENCE extending N 84 degrees 32 minutes 01.35 seconds W a 17 distance of 3.00 feet to a point, 18 THENCE along a curve to the left having a radius of 455.12 19 feet, a delta of 10 degrees 32 minutes 36.31 seconds, an arc 20 distance of 83.75 feet, a chord bearing of N 0 degrees 11 21 minutes 40.94 seconds E and a chord distance of 83.63 feet to a 22 point, 23 THENCE extending S 84 degrees 55 minutes 22.13 seconds W a 24 distance of 2.00 feet to a point, 25 THENCE extending N 05 degrees 04 minutes 36.82 seconds W a 26 distance of 46.22 feet to a point, 27 THENCE along a curve to the left having a radius of 40.00 28 feet, a delta of 89 degrees 37 minutes 29.72 seconds, an arc 29 distance of 62.57 feet, a chord bearing of N 49 degrees 53 30 minutes 23.80 seconds W and a chord distance of 56.38 feet to a 20070H1656B2294 - 6 -

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1 point,
2 THENCE along a curve to the right having a radius of 2,526.50
3 feet, a delta of 3 degrees 6 minutes 49.25 seconds, an arc
4 distance of 137.30 feet, a chord bearing of S 86 degrees 51
5 minutes 13.96 seconds W and a chord distance of 137.28 feet to a
6 point,
7 THENCE extending S 88 degrees 24 minutes 38.70 seconds W a
8 distance of 57.71 feet to a point,
9 THENCE extending N 01 degree 35 minutes 24.46 seconds W a
10 distance of 10.00 feet to the place of beginning.
11 Containing 10,309.89 square feet (0.24 AC) more or less.
12 TRACT 5
13 BEGINNING AT A POINT south of the corner of Evansburg Road (G
14 805) and Skippack Pike (SR 0073) as shown on the plan prepared
15 by Traffic Planning and Design, Inc., Pottstown, Pennsylvania
16 dated October 27, 2006 said point being 16.23 feet right of
17 station 97+69.00,
18 THENCE extending N 32 degrees 2 minutes 30.37 seconds E a
19 distance of 9.65 feet to a point,
20 THENCE extending N 30 degrees 38 minutes 27.41 seconds E a
21 distance of 59.86 feet to a point,
22 THENCE along a curve to the left having a radius of 1,168.70
23 feet, a delta of 5 degrees 45 minutes 54.66 seconds, an arc
24 distance of 117.60 feet, a chord bearing of N 32 degrees 11
25 minutes 24.47 seconds E and a chord distance of 117.55 feet to a
26 point,
27 THENCE extending S 17 degrees 49 minutes 52.12 seconds W a
28 distance of 26.91 feet to a point,
29 THENCE along a curve to the left having a radius of 997.05
30 feet, a delta of 0 degrees 43 minutes 45.24 seconds, an arc
20070H1656B2294 - 7 -
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1 distance of 12.69 feet, a chord bearing of S 31 degrees 35
2 minutes 22.81 seconds W and a chord distance of 12.69 feet to a
3 point,
4 THENCE extending S 31 degrees 57 minutes 15.64 seconds W a
5 distance of 148.24 feet to a point,
6 THENCE extending N 58 degrees 2 minutes 44.36 seconds W a
7 distance of 5.77 feet to the place of beginning.
8 Containing 1,046.98 square feet (0.0240 AC) more or less.
9 TRACT 6
10 BEGINNING AT A POINT east of the corner of Skippack Pike (SR
11 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as shown
12 on the plan prepared by Traffic Planning and Design, Inc.,
13 Pottstown, Pennsylvania dated March 27, 2006 said point being
14 19.78 feet left of station 63+31.93,
15 THENCE extending N 6 degrees 41 minutes 28.28 seconds E a
16 distance of 19.21 feet to a point,
17 THENCE along a curve to the right having a radius of 1,438.50
18 feet, a delta of 4 degrees 48 minutes 58.58 seconds, an arc
19 distance of 120.92 feet, a chord bearing of N 86 degrees 11
20 minutes 36.61 seconds E and a chord distance of 120.88 feet to a
21 point,
22 THENCE extending S 4 degrees 12 minutes 33.18 seconds W a
23 distance of 18.04 feet to a point,
24 THENCE extending S 87 degrees 30 minutes 44.94 seconds W a
25 distance of 37.15 feet to a point,
26 THENCE extending S 85 degrees 40 minutes 55.82 seconds W a
27 distance of 47.81 feet to a point,
28 THENCE extending S 83 degrees 56 minutes 39.02 seconds W a
29 distance of 36.94 feet to the place of beginning.
30 Containing 2,233.22 square feet (0.051 AC) more or less.
20070H1656B2294 - 8 -
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1 TRACT 7 2 BEGINNING AT A POINT east of the corner of Skippack Pike (SR 3 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as shown 4 on the plan prepared by Traffic Planning and Design, Inc., 5 Pottstown, Pennsylvania dated March 27, 2006 said point being 6 20.55 feet left of station 64+52.11, 7 THENCE extending N 4 degrees 12 minutes 33.02 seconds E a 8 distance of 18.04 feet to a point, 9 THENCE along a curve to the right having a radius of 1,438.50 10 feet, a delta of 2 degrees 54 minutes 32.36 seconds, an arc 11 distance of 73.03 feet, a chord bearing of S 89 degrees 56 12 minutes 38.16 seconds E and a chord distance of 73.03 feet to a 13 point, 14 THENCE extending S 1 degree 30 minutes 38.02 seconds W a 15 distance of 13.50 feet to a point, 16 THENCE along a curve to the right having a radius of 1,425.00 17 feet, a delta of 2 degrees 10 minutes 22.46 seconds, an arc 18 distance of 54.04 feet, a chord bearing of S 87 degrees 24 19 minutes 50.96 seconds E and a chord distance of 54.04 feet to a 20 point, 21 THENCE extending S 4 degrees 5 minutes 18.13 seconds W a 22 distance of 4.32 feet to a point, 23 THENCE extending N 87 degrees 37 minutes 51.72 seconds W a 24 distance of 63.02 feet to a point, 25 THENCE extending N 89 degrees 38 minutes 53.42 seconds W a 26 distance of 51.08 feet to a point, 27 THENCE extending S 87 degrees 30 minutes 44.94 seconds W a 28 distance of 13.63 feet to the place of beginning. 29 Containing 1,561.77 square feet (0.0359 AC) more or less. 30 TRACT 8 20070H1656B2294 - 9 -

1 BEGINNING AT A POINT south of the corner of Skippack Pike (SR 2 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as shown 3 on the plan prepared by Traffic Planning and Design, Inc., 4 Pottstown, Pennsylvania dated October 27, 2006 said point being 5 16.11 feet right of station 99+55.41, 6 THENCE along a curve to the left having a radius of 1,168.70 7 feet, a delta of 2 degrees 50 minutes 49.00 seconds, an arc 8 distance of 58.07 feet, a chord bearing of N 27 degrees 53 9 minutes 3.81 seconds E and a chord distance of 58.07 feet to a 10 point, 11 THENCE along a curve to the left having a radius of 306.24 12 feet, a delta of 19 degrees 4 minutes 39.90 seconds, an arc 13 distance of 101.97 feet, a chord bearing of N 13 degrees 59 14 minutes 29.74 seconds E and a chord distance of 101.50 feet to a 15 point, 16 THENCE along a curve to the left having a radius of 505.10 17 feet, a delta of 11 degrees 11 minutes 46.54 seconds, an arc 18 distance of 98.70 feet, a chord bearing of N 0 degrees 41 19 minutes 2.72 seconds W and a chord distance of 98.55 feet to a 20 point, 21 THENCE extending N 5 degrees 41 minutes 50.50 seconds W a 22 distance of 59.19 feet to a point, 23 THENCE along a curve to the right having a radius of 25.00 24 feet, a delta of 88 degrees 28 minutes 3.47 seconds, an arc 25 distance of 38.60 feet, a chord bearing of N 38 degrees 32 26 minutes 11.24 seconds E and a chord distance of 34.88 feet to a 27 point, 28 THENCE extending N 82 degrees 46 minutes 12.97 seconds E a 29 distance of 8.07 feet to a point, 30 THENCE extending N 82 degrees 10 minutes 9.84 seconds E a 20070H1656B2294 - 10 -

1 distance of 51.16 feet to a point, 2 THENCE extending N 82 degrees 52 minutes 51.56 seconds E a 3 distance of 49.36 feet to a point, 4 THENCE extending N 83 degrees 56 minutes 39.02 seconds E a 5 distance of 50.14 feet to a point, 6 THENCE extending N 85 degrees 40 minutes 55.82 seconds E a 7 distance of 46.56 feet to a point, 8 THENCE extending N 87 degrees 30 minutes 44.94 seconds E a 9 distance of 49.16 feet to a point, 10 THENCE extending S 89 degrees 38 minutes 53.42 seconds E a 11 distance of 33.89 feet to a point, 12 THENCE extending S 0 degrees 29 minutes 26.02 seconds W a 13 distance of 7.01 feet to a point, 14 THENCE along a curve to the left having a radius of 1,373.50 15 feet, a delta of 5 degrees 7 minutes 7.80 seconds, an arc 16 distance of 122.71 feet, a chord bearing of S 87 degrees 55 17 minutes 52.12 seconds W and a chord distance of 122.67 feet to a 18 point, 19 THENCE extending S 4 degrees 37 minutes 42.00 seconds E a 20 distance of 13.50 feet to a point, 21 THENCE along a curve to the left having a radius of 1,360 22 feet, a delta of 2 degrees 54 minutes 39.52 seconds, an arc 23 distance of 69.10 feet, a chord bearing of S 83 degrees 54 24 minutes 58.46 seconds W and a chord distance of 69.09 feet to a 25 point, 26 THENCE extending S 82 degrees 27 minutes 39.00 seconds W a 27 distance of 28.79 feet to a point, 28 THENCE extending N 7 degrees 32 minutes 21.30 seconds W a 29 distance of 13.50 feet to a point, 30 THENCE extending S 82 degrees 27 minutes 38.70 seconds W a 20070H1656B2294 - 11 -

1 distance of 45.88 feet to a point, 2 THENCE along a curve to the left having a radius of 40.00 3 feet, a delta of 87 degrees 32 minutes 1.06 seconds, an arc 4 distance of 61.11 feet, a chord bearing of S 38 degrees 41 5 minutes 30.94 seconds W and a chord distance of 55.34 feet to a 6 point, 7 THENCE extending S 5 degrees 4 minutes 36.82 seconds E a 8 distance of 49.18 feet to a point, 9 THENCE along a curve to the right having a radius of 515.12 10 feet, a delta of 5 degrees 5 minutes 31.27 seconds, an arc 11 distance of 45.78 feet, a chord bearing of S 2 degrees 31 12 minutes 50.84 seconds E and a chord distance of 45.76 feet to a 13 point, 14 THENCE extending S 89 degrees 54 minutes 55.80 seconds E a 15 distance of 5.00 feet to a point, 16 THENCE along a curve to the right having a radius of 520.12 17 feet, a delta of 5 degrees 27 minutes 2.36 seconds, an arc 18 distance of 49.48 feet, a chord bearing of S 2 degrees 44 19 minutes 26.87 seconds W and a chord distance of 49.46 feet to a 20 point, 21 THENCE along a curve to the right having a radius of 316.74 22 feet, a delta of 22 degrees 8 minutes 54.37 seconds, an arc 23 distance of 122.44 feet, a chord bearing of S 16 degrees 32 24 minutes 27.40 seconds W and a chord distance of 121.68 feet to a 25 point, 26 THENCE extending N 62 degrees 30 minutes 42.03 seconds W a 27 distance of 5.00 feet to a point, 28 THENCE along a curve to the right having a radius of 997.05 29 feet, a delta of 3 degrees 36 minutes 33.82 seconds, an arc 30 distance of 62.81 feet, a chord bearing of S 29 degrees 25 20070H1656B2294 - 12 -

1 minutes 13.07 seconds W and a chord distance of 62.80 feet to a 2 point, 3 THENCE extending N 17 degrees 49 minutes 52.12 seconds E a 4 distance of 26.91 feet to the place of beginning. 5 Containing 6,448.80 square feet (0.1480 AC) more or less. 6 CONTAINING in area 24,868.27 Square Feet or 0.5709-acres, 7 more or less. 8 (c) Conveyance of property to Commonwealth.--The Department 9 of General Services, with the approval of the Department of 10 Conservation and Natural Resources and the Governor, is hereby 11 authorized on behalf of the Commonwealth of Pennsylvania to 12 receive from Skippack Township certain lands situate in Skippack 13 Township, Montgomery County, in exchange for that property to be 14 conveyed to the Township in accordance with subsection (a). 15 (d) Description of property to be transferred to 16 Commonwealth.--The property to be conveyed in accordance with 17 subsection (c) consists of approximately 0.5418-acres and 18 improvements thereon bounded and more particularly described as 19 follows: 20 BEGINNING AT A POINT, a spike in the centerline of Thompson 21 Road, also known as Lesher Road, said point being located the 22 following two (2) courses and distances from the intersection of 23 the centerlines of Thompson Road and Mayhall Road: 24 1. North 65 degrees 29 minutes 06 seconds West, a distance 25 of 276.43 feet, to a point; 26 2. North 60 degrees 46 minutes 51 seconds West, a distance 27 of 579.56 feet, to a point; 28 THENCE, from said beginning point, and leaving said Thompson 29 Road and through property of the Township of Skippack (Block 34, 30 Unit 1), of which this parcel is a part, North 47 degrees 56 20070H1656B2294 - 13 -

1 minutes 45 seconds East, a distance of 943.86 feet, to a point 2 in line of lands now or formerly of Peco Energy (Block 34, Unit 3 13 10); 4 THENCE, along said lands of Peco Energy, South 53 degrees 21 5 minutes 24 seconds East, a distance of 51.00 feet, to a point, a 6 common corner of this parcel and lands now or formerly of the 7 Commonwealth of Pennsylvania (Block 34, Unit 4); 8 THENCE, along said lands of the Commonwealth of Pennsylvania, 9 South 50 degrees 56 minutes 50 seconds West, a distance of 10 955.17 feet, to a point, said point being the first mentioned 11 point and PLACE OF BEGINNING. 12 CONTAINING in area 23,601.75 Square Feet or 0.5418 acres, 13 more or less. 14 (e) Conditions of conveyances.--The conveyances described in 15 this section shall be made concurrently and under and subject to 16 all lawful and enforceable easements, servitudes and rights of 17 others, including but not confined to streets, roadways and 18 rights of any telephone, telegraph, water, electric, gas or 19 pipeline companies, as well as under and subject to any lawful 20 and enforceable estates or tenancies vested in third persons 21 appearing of record, for any portion of the land or improvements 22 erected thereon. 23 (f) Restrictive covenants.-- 24 (1) The Department of Conservation and Natural 25 Resources, with the approval of the Department of General 26 Services, shall impose and record Project 70 restrictions on 27 the property to be conveyed in accordance with subsection 28 (c). 29 (2) Any conveyance authorized under subsection (a) shall 30 be made under and subject to the condition, which shall be 20070H1656B2294 - 14 -

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1 contained in the deed of conveyance, that no portion of the
2 property conveyed to Skippack Township shall be used as a
3 licensed facility, as defined in 4 Pa.C.S. § 1103 (relating
4 to definitions), or any other similar type of facility
5 authorized under State law. The condition shall be a covenant
6 running with the land and shall be binding upon Skippack
7 Township, its successors and assigns. Should Skippack
8 Township, its successors or assigns, permit any portion of
9 the property authorized to be conveyed to the Township in
10 this act to be used in violation of this subsection, the
11 title shall immediately revert to and revest in the
12 Commonwealth of Pennsylvania.
13 (g) Temporary construction easement.--
14 (1) For the duration of the construction of the Project,
15 temporary easements shall be granted by the Department of
16 General Services, with the approval of the Department of
17 Conservation and Natural Resources and the Governor, to
18 Skippack Township, or its designee, for the purpose of
19 facilitating the construction of this Project, which
20 easements are described as follows:
21 TEMPORARY EASEMENT 1
22 BEGINNING AT A POINT west of the corner of Skippack Pike (SR
23 0073) and Old Forty Foot Road (SR 1006) as shown on the plan
24 prepared by Traffic Planning and Design, Inc., Pottstown,
25 Pennsylvania dated October 27, 2006 said point being 16.49 feet
26 right of station 47+85.00,
27 THENCE extending S 15 degrees 36 minutes 41.09 seconds E a
28 distance of 48.52 feet to a point,
29 THENCE extending S 74 degrees 23 minutes 18.91 seconds W a
30 distance of 45.00 feet to a point,
20070H1656B2294 - 15 -
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1 THENCE extending N 15 degrees 36 minutes 41.09 seconds W a
2 distance of 48.49 feet to a point,
3 THENCE extending N 74 degrees 19 minutes 31.30 seconds E a
4 distance of 5.00 feet to a point,
5 THENCE extending S 15 degrees 36 minutes 41.09 seconds E a
6 distance of 11.49 feet to a point,
7 THENCE extending N 74 degrees 23 minutes 18.91 seconds E a
8 distance of 20.00 feet to a point,
9 THENCE extending N 15 degrees 36 minutes 41.09 seconds W a
10 distance of 11.51 feet to a point,
11 THENCE extending N 74 degrees 20 minutes 54.89 seconds E a
12 distance of 20.00 feet to the place of beginning.
13 Containing 1,953.02 square feet (0.0448 AC) more or less.
14 TEMPORARY EASEMENT 2
15 BEGINNING AT A POINT on the Southwest corner of Skippack Pike
16 (SR 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as
17 shown on the plan prepared by Traffic Planning and Design, Inc.,
18 Pottstown, Pennsylvania dated March 27, 2006 said point being
19 24.00 feet right of station 55+95.08,
20 THENCE along a curve to the right having a radius of 3,972.73
21 feet, a delta of 2 degrees 9 minutes 49.58 seconds, an arc
22 distance of 150.03 feet, a chord bearing of N 87 degrees 43
23 minutes 18.37 seconds E and a chord distance of 150.02 feet to a
24 point,
25 THENCE extending S 1 degree 35 minutes 24.46 seconds E a
26 distance of 4.63 feet to a point,
27 THENCE along a curve to the left having a radius of 3,967.57
28 feet, a delta of 2 degrees 9 minutes 59.71 seconds, an arc
29 distance of 150.03 feet, a chord bearing of S 87 degrees 34
30 minutes 32.04 seconds W and a chord distance of 150.02 feet to a
20070H1656B2294 - 16 -
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1 point,
2 THENCE extending N 1 degree 35 minutes 33.72 seconds W a
3 distance of 5.01 feet to the place of beginning.
4 Containing 864.30 square feet (0.0198 AC) more or less.
5 TEMPORARY EASEMENT 3
6 BEGINNING AT A POINT on the Southwest corner of Skippack Pike
7 (SR 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as
8 shown on the plan prepared by Traffic Planning and Design, Inc.,
9 Pottstown, Pennsylvania dated February 16, 2007 said point being
10 26.50 feet right of station 58+96.79,
11 THENCE extending N 88 degrees 24 minutes 38.70 seconds E a
12 distance of 57.71 feet to a point,
13 THENCE along a curve to the left having a radius of 2,526.50
14 feet, a delta of 3 degrees 6 minutes 49.25 seconds, an arc
15 distance of 137.30 feet, a chord bearing of N 86 degrees 51
16 minutes 13.96 seconds E and a chord distance of 137.28 feet to a
17 point,
18 THENCE along a curve to the right having a radius of 40.00
19 feet, a delta of 89 degrees 37 minutes 29.72 seconds, an arc
20 distance of 62.57 feet, a chord bearing of S 49 degrees 53
21 minutes 23.80 seconds E and a chord distance of 56.38 feet to a
22 point,
23 THENCE extending S 05 degrees 04 minutes 36.82 seconds E a
24 distance of 46.22 feet to a point,
25 THENCE extending N 84 degrees 55 minutes 22.13 seconds E a
26 distance of 2.00 feet to a point,
27 THENCE along a curve to the right having a radius of 455.12
28 feet, a delta of 10 degrees 32 minutes 36.31 seconds, an arc
29 distance of 83.75 feet, a chord bearing of S 0 degrees 11
30 minutes 40.94 seconds W and a chord distance of 83.63 feet to a
20070H1656B2294 - 17 -
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1 point, 2 THENCE extending S 84 degrees 32 minutes 01.35 seconds E a 3 distance of 3.00 feet to a point, 4 THENCE along a curve to the right having a radius of 254.74 5 feet, a delta of 22 degrees 08 minutes 59.96 seconds, an arc 6 distance of 98.48 feet, a chord bearing of S 16 degrees 32 7 minutes 27.40 seconds W and a chord distance of 97.87 feet to a 8 point, 9 THENCE extending S 62 degrees 23 minutes 03.85 seconds E a 10 distance of 5.00 feet to a point, 11 THENCE along a curve to the right having a radius of 945.05 12 feet, a delta of 04 degrees 20 minutes 18.55 seconds, an arc 13 distance of 71.56 feet, a chord bearing of S 29 degrees 47 14 minutes 05.89 seconds W and a chord distance of 71.54 feet to a 15 point, 16 THENCE extending S 58 degrees 02 minutes 44.36 seconds E a 17 distance of 3.00 feet to a point, 18 THENCE extending S 31 degrees 57 minutes 15.64 seconds W a 19 distance of 78.24 feet to a point, 20 THENCE extending S 58 degrees 02 minutes 44.36 seconds E a 21 distance of 8.89 feet to a point, 22 THENCE extending S 30 degrees 59 minutes 34.78 seconds W a 23 distance of 60.31 feet to a point, 24 THENCE extending S 31 degrees 38 minutes 21.28 seconds W a 25 distance of 20.17 feet to a point, 26 THENCE extending N 57 degrees 12 minutes 52.92 seconds W a 27 distance of 23.02 feet to a point, 28 THENCE extending N 30 degrees 53 minutes 21.85 seconds E a 29 distance of 189.71 feet to a point, 30 THENCE extending N 21 degrees 09 minutes 04.80 seconds E a 20070H1656B2294 - 18 -

```
1 distance of 109.62 feet to a point,
2 THENCE extending N 02 degrees 20 minutes 05.20 seconds W a
3 distance of 21.18 feet to a point,
4 THENCE along a curve to the left having a radius of 441.34
5 feet, a delta of 10 degrees 53 minutes 12.84 seconds, an arc
6 distance of 83.86 feet, a chord bearing of N 01 degrees 40
7 minutes 47.73 seconds W and a chord distance of 83.73 feet to a
8 point,
9 THENCE extending N 05 degrees 04 minutes 36.82 seconds W a
10 distance of 53.71 feet to a point,
11 THENCE along a curve to the left having a radius of 25.00
12 feet, a delta of 89 degrees 40 minutes 45.67 seconds, an arc
13 distance of 39.13 feet, a chord bearing of N 49 degrees 54
14 minutes 42.34 seconds W and a chord distance of 35.26 feet to a
15 point,
16 THENCE along a curve to the right having a radius of 2,534.00
17 feet, a delta of 03 degrees 09 minutes 26.54 seconds, an arc
18 distance of 139.64 feet, a chord bearing of S 86 degrees 49
19 minutes 55.33 seconds W and a chord distance of 139.62 feet to a
20 point,
21 THENCE extending S 88 degrees 24 minutes 38.70 seconds W a
22 distance of 57.71 feet to a point,
23 THENCE extending N 1 degree 35 minutes 24.46 seconds W a
24 distance of 7.50 feet to the place of beginning.
25 Containing 9,106.35 square feet (0.21 AC) more or less.
26 TEMPORARY EASEMENT 4
27 BEGINNING AT A POINT south of the corner of Evansburg Road (G
28 805) and Skippack Pike (SR 0073) as shown on the plan prepared
29 by Traffic Planning and Design, Inc., Pottstown, Pennsylvania
30 dated October 27, 2006 said point being 16.24 feet right of
20070H1656B2294 - 19 -
```

```
1 station 97+25.00,
2 THENCE extending N 31 degrees 20 minutes 28.70 seconds E a
3 distance of 6.17 feet to a point,
4 THENCE extending N 32 degrees 2 minutes 30.35 seconds E a
5 distance of 37.83 feet to a point,
6 THENCE extending S 58 degrees 2 minutes 44.36 seconds E a
7 distance of 5.77 feet to a point,
8 THENCE extending N 31 degrees 57 minutes 15.64 seconds E a
9 distance of 148.24 feet to a point,
10 THENCE along a curve to the right having a radius of 997.05
11 feet, a delta of 0 degree 43 minutes 45.24 seconds, an arc
12 distance of 12.69 feet, a chord bearing of N 31 degrees 35
13 minutes 22.81 seconds E and a chord distance of 12.69 feet to a
14 point,
15 THENCE extending S 17 degrees 49 minutes 52.12 seconds W a
16 distance of 125.76 feet to a point,
17 THENCE extending S 64 degrees 15 minutes 7.88 seconds E a
18 distance of 2.40 feet to a point,
19 THENCE extending S 31 degrees 57 minutes 15.64 seconds W a
20 distance of 83.22 feet to a point,
21 THENCE extending N 58 degrees 2 minutes 44.36 seconds W a
22 distance of 38.77 feet to the place of beginning.
23 Containing 4,854.44 square feet (0.1114 AC) more or less.
24 TEMPORARY EASEMENT 5
25 BEGINNING AT A POINT Southeast of the corner of Skippack Pike
26 (SR 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as
27 shown on the plan prepared by Traffic Planning and Design, Inc.,
28 Pottstown, Pennsylvania dated October 27, 2006 said point being
29 22.00 feet right of station 99+29.65,
30 THENCE along a curve to the left having a radius of 997.05
20070H1656B2294 - 20 -
```

1 feet, a delta of 3 degrees 36 minutes 33.82 seconds, an arc 2 distance of 62.81 feet, a chord bearing of N 29 degrees 25 3 minutes 13.07 seconds E and a chord distance of 62.80 feet to a 4 point, 5 THENCE extending N 62 degrees 30 minutes 42.03 seconds E a 6 distance of 5.00 feet to a point, 7 THENCE along a curve to the left having a radius of 316.74 8 feet, a delta of 22 degrees 8 minutes 54.37 seconds, an arc 9 distance of 122.44 feet, a chord bearing of N 16 degrees 32 10 minutes 27.40 seconds E and a chord distance of 121.68 feet to a 11 point, 12 THENCE along a curve to the left having a radius of 520.12 13 feet, a delta of 5 degrees 27 minutes 3.56 seconds, an arc 14 distance of 49.48 feet, a chord bearing of N 2 degrees 44 15 minutes 26.87 seconds E and a chord distance of 49.46 feet to a 16 point, 17 THENCE extending S 89 degrees 54 minutes 55.80 seconds W a 18 distance of 5.00 feet to a point, 19 THENCE along a curve to the left having a radius of 515.12 20 feet, a delta of 5 degrees 5 minutes 31.27 seconds, an arc 21 distance of 45.78 feet, a chord bearing of N 2 degrees 31 22 minutes 50.84 seconds W and a chord distance of 45.76 feet to a 23 point, 24 THENCE extending N 5 degrees 4 minutes 36.82 seconds W a 25 distance of 49.18 feet to a point, 26 THENCE along a curve to the right having a radius of 40.00 27 feet, a delta of 87 degrees 32 minutes 1.06 seconds, an arc 28 distance of 61.11 feet, a chord bearing of N 38 degrees 41 29 minutes 30.94 seconds E and a chord distance of 55.34 feet to a 30 point, 20070H1656B2294 - 21 -

1 THENCE extending N 82 degrees 27 minutes 38.70 seconds E a 2 distance of 45.88 feet to a point, 3 THENCE extending S 7 degrees 32 minutes 21.30 seconds E a 4 distance of 13.50 feet to a point, 5 THENCE extending N 82 degrees 27 minutes 38.70 seconds E a 6 distance of 28.79 feet to a point, 7 THENCE along a curve to the right having a radius of 1,360.00 8 feet, a delta of 2 degrees 54 minutes 39.52 seconds, an arc 9 distance of 69.10 feet, a chord bearing of N 83 degrees 54 10 minutes 58.46 seconds E and a chord distance of 69.09 feet to a 11 point, 12 THENCE extending N 4 degrees 37 minutes 41.78 seconds W a 13 distance of 13.50 feet to a point, 14 THENCE along a curve to the right having a radius of 1,373.50 15 feet, a delta of 5 degrees 7 minutes 7.81 seconds, an arc 16 distance of 122.71 feet, a chord bearing of N 87 degrees 55 17 minutes 52.12 seconds E and a chord distance of 122.67 feet to a 18 point, 19 THENCE extending N 0 degrees 29 minutes 26.02 seconds E a 20 distance of 7.01 feet to a point, 21 THENCE extending N 89 degrees 38 minutes 53.42 seconds E a 22 distance of 15.58 feet to a point, 23 THENCE extending S 85 degrees 27 minutes 49.29 seconds E a 24 distance of 78.67 feet to a point, 25 THENCE extending S 85 degrees 49 minutes 32.86 seconds E a 26 distance of 49.11 feet to a point, 27 THENCE extending S 44 degrees 19 minutes 58.42 seconds W a 28 distance of 24.53 feet to a point, 29 THENCE along a curve to the left having a radius of 1,360.00 30 feet, a delta of 9 degrees 24 minutes 40.44 seconds, an arc 20070H1656B2294 - 22 -

1 distance of 223.39 feet, a chord bearing of N 88 degrees 53 2 minutes 46.96 seconds W and a chord distance of 223.14 feet to a 3 point, 4 THENCE extending S 3 degrees 36 minutes 7.18 seconds E a 5 distance of 15.00 feet to a point, 6 THENCE along a curve to the left having a radius of 1,345.00 7 feet, a delta of 3 degrees 56 minutes 14.12 seconds, an arc 8 distance of 92.43 feet, a chord bearing of S 84 degrees 25 9 minutes 45.76 seconds W and a chord distance of 92.41 feet to a 10 point, 11 THENCE extending S 82 degrees 27 minutes 38.70 seconds W a 12 distance of 28.79 feet to a point, 13 THENCE extending N 7 degrees 32 minutes 21.30 seconds W a 14 distance of 15.00 feet to a point, 15 THENCE extending S 82 degrees 27 minutes 38.70 seconds W a 16 distance of 56.71 feet to a point, 17 THENCE along a curve to the left having a radius of 20.00 18 feet, a delta of 92 degrees 38 minutes 6.88 seconds, an arc 19 distance of 32.34 feet, a chord bearing of S 36 degrees 8 20 minutes 35.04 seconds W and a chord distance of 28.93 feet to a 21 point, 22 THENCE extending S 4 degrees 28 minutes 19.41 seconds W a 23 distance of 100.04 feet to a point, 24 THENCE extending S 89 degrees 59 minutes 4.91 seconds E a 25 distance of 13.00 feet to a point, 26 THENCE along a curve to the right having a radius of 538.12 27 feet, a delta of 5 degrees 49 minutes 50.11 seconds, an arc 28 distance of 54.76 feet, a chord bearing of S 2 degrees 55 29 minutes 50.14 seconds W and a chord distance of 54.74 feet to a 30 point, 20070H1656B2294 - 23 -

```
1 THENCE extending S 83 degrees 55 minutes 24.62 seconds E a
2 distance of 9.99 feet to a point,
3 THENCE along a curve to the right having a radius of 344.74
4 feet, a delta of 21 degrees 32 minutes 20.83 seconds, an arc
5 distance of 129.60 feet, a chord bearing of S 16 degrees 50
6 minutes 45.76 seconds W and a chord distance of 128.84 feet to a
7 point,
8 THENCE along a curve to the right having a radius of 1,030.05
9 feet, a delta of 4 degrees 20 minutes 19.49 seconds, an arc
10 distance of 78.00 feet, a chord bearing of S 29 degrees 47
11 minutes 5.90 seconds W and a chord distance of 77.98 feet to a
12 point,
13 THENCE extending S 31 degrees 57 minutes 15.64 seconds W a
14 distance of 109.02 feet to a point,
15 THENCE extending N 64 degrees 15 minutes 7.88 seconds W a
16 distance of 2.40 feet to a point,
17 THENCE extending N 17 degrees 49 minutes 52.12 seconds E a
18 distance of 125.78 feet to the place of beginning.
19 Containing 16,734.67 square feet (0.384 AC) more or less.
20 TEMPORARY EASEMENT 6
21 BEGINNING AT A POINT east of the corner of Skippack Pike (SR
22 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as shown
23 on the plan prepared by Traffic Planning and Design, Inc.,
24 Pottstown, Pennsylvania dated March 27, 2006 said point being
25 38.50 feet left of station 63+36.16,
26 THENCE extending N 6 degrees 41 minutes 28.28 seconds E a
27 distance of 6.67 feet to a point,
28 THENCE along a curve to the right having a radius of 1,445.00
29 feet, a delta of 4 degrees 46 minutes 56.33 seconds, an arc
30 distance of 120.61 feet, a chord bearing of N 86 degrees 14
20070H1656B2294 - 24 -
```

```
1 minutes 8.45 seconds E and a chord distance of 120.57 feet to a
2 point,
3 THENCE extending S 4 degrees 12 minutes 33.18 seconds W a
4 distance of 6.53 feet to a point,
5 THENCE along a curve to the left having a radius of 1,438.50
6 feet, a delta of 4 degrees 48 minutes 58.58 seconds, an arc
7 distance of 120.92 feet, a chord bearing of S 86 degrees 11
8 minutes 36.61 seconds W and a chord distance of 120.88 feet to
9 the place of beginning.
10 Containing 784.81 square feet (0.018 AC) more or less.
11 TEMPORARY EASEMENT 7
12 BEGINNING AT A POINT east of the corner of Skippack Pike (SR
13 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as shown
14 on the plan prepared by Traffic Planning and Design, Inc.,
15 Pottstown, Pennsylvania dated March 27, 2006 said point being
16 38.50 feet left of station 64+53.84,
17 THENCE extending N 4 degrees 12 minutes 33.02 seconds E a
18 distance of 6.53 feet to a point,
19 THENCE along a curve to the right having a radius of 1,445.00
20 feet, a delta of 3 degrees 54 minutes 35.86 seconds, an arc
21 distance of 98.61 feet, a chord bearing of S 89 degrees 25
22 minutes 5.31 seconds E and a chord distance of 98.59 feet to a
23 point,
24 THENCE extending S 2 degrees 32 minutes 12.62 seconds W a
25 distance of 10.00 feet to a point,
26 THENCE along a curve to the right having a radius of 1,435.00
27 feet, a delta of 1 degree 09 minutes 2.36 seconds, an arc
28 distance of 28.82 feet, a chord bearing of S 86 degrees 53
29 minutes 16.20 seconds E and a chord distance of 28.82 feet to a
30 point,
20070H1656B2294 - 25 -
```

```
1 THENCE extending S 4 degrees 12 minutes 33.02 seconds W a
2 distance of 10.00 feet to a point,
3 THENCE along a curve to the left having a radius of 1,425.00
4 feet, a delta of 2 degrees 10 minutes 23.77 seconds, an arc
5 distance of 54.05 feet, a chord bearing of N 87 degrees 24
6 minutes 10.09 seconds W and a chord distance of 54.05 feet to a
7 point,
8 THENCE extending N 1 degree 30 minutes 38.02 seconds E a
9 distance of 13.50 feet to a point,
10 THENCE along a curve to the left having a radius of 1,438.50
11 feet, a delta of 2 degrees 54 minutes 32.36 seconds, an arc
12 distance of 73.03 feet, a chord bearing of S 89 degrees 56
13 minutes 38.16 seconds W and a chord distance of 73.03 feet to
14 the place of beginning.
15 Containing 1,338.07 square feet (0.031 AC) more or less.
16 TEMPORARY EASEMENT 8
17 BEGINNING AT A POINT east of the corner of Skippack Pike (SR
18 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as shown
19 on the plan prepared by Traffic Planning and Design, Inc.,
20 Pottstown, Pennsylvania dated March 27, 2006 said point being
21 20.68 feet left of station 65+77.99,
22 THENCE extending N 4 degrees 12 minutes 33.02 seconds E a
23 distance of 14.32 feet to a point,
24 THENCE along a curve to the right having a radius of 1,435.00
25 feet, a delta of 2 degrees 56 minutes 30.85 seconds, an arc
26 distance of 73.68 feet, a chord bearing of S 84 degrees 50
27 minutes 29.60 seconds E and a chord distance of 73.67 feet to a
28 point,
29 THENCE extending N 6 degrees 37 minutes 45.82 seconds E a
30 distance of 40.00 feet to a point,
20070H1656B2294 - 26 -
```

```
1 THENCE extending S 83 degrees 11 minutes 40.08 seconds E a
2 distance of 151.01 feet to a point,
3 THENCE extending N 7 degrees 24 minutes 1.60 seconds W a
4 distance of 55.42 feet to a point,
5 THENCE extending N 82 degrees 18 minutes 18.45 seconds W a
6 distance of 109.73 feet to a point,
7 THENCE extending N 83 degrees 59 minutes 7.60 seconds W a
8 distance of 95.75 feet to a point,
9 THENCE extending N 87 degrees 37 minutes 51.72 seconds W a
10 distance of 17.90 feet to the place of beginning.
11 Containing 9,190.88 square feet (0.211 AC) more or less.
12 TEMPORARY EASEMENT 9
13 BEGINNING AT A POINT west of the corner of Skippack Pike (SR
14 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as shown
15 on the plan prepared by Traffic Planning and Design, Inc.,
16 Pottstown, Pennsylvania dated March 27, 2006 said point being
17 20.72 feet right of station 66+45.47,
18 THENCE extending S 85 degrees 49 minutes 32.86 seconds E a
19 distance of 44.32 feet to a point,
20 THENCE extending S 82 degrees 18 minutes 18.45 seconds E a
21 distance of 35.14 feet to a point,
22 THENCE extending S 6 degrees 46 minutes 25.84 seconds W a
23 distance of 15.70 feet to a point,
24 THENCE extending N 83 degrees 13 minutes 46.10 seconds W a
25 distance of 74.91 feet to a point,
26 THENCE extending S 6 degrees 37 minutes 45.82 seconds W a
27 distance of 5.00 feet to a point,
28 THENCE along a curve to the left having a radius of 1,360.00
29 feet, a delta of 0 degrees 49 minutes 12.57 seconds, an arc
30 distance of 19.47 feet, a chord bearing of N 83 degrees 46
20070H1656B2294 - 27 -
```

```
1 minutes 50.46 seconds W and a chord distance of 19.47 feet to a
2 point,
3 THENCE extending N 44 degrees 19 minutes 58.42 seconds E a
4 distance of 24.53 feet to the place of beginning.
5 Containing 1,403.90 square feet (0.0322 AC) more or less.
6 TEMPORARY EASEMENT 10
7 BEGINNING AT A POINT north of the corner of Skippack Pike (SR
8 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as shown
9 on the plan prepared by Traffic Planning and Design, Inc.,
10 Pottstown, Pennsylvania dated November 30, 2006 said point being
11 9.94 feet right of station 109+58.78,
12 THENCE extending N 11 degrees 51 minutes 30.12 seconds W a
13 distance of 47.59 feet to a point,
14 THENCE extending N 11 degrees 36 minutes 09.48 seconds W a
15 distance of 51.05 feet to a point,
16 THENCE extending N 11 degrees 40 minutes 06.31 seconds W a
17 distance of 49.16 feet to a point,
18 THENCE extending N 11 degrees 44 minutes 24.99 seconds W a
19 distance of 48.23 feet to a point,
20 THENCE extending N 11 degrees 06 minutes 35.06 seconds W a
21 distance of 38.26 feet to a point,
22 THENCE extending N 11 degrees 25 minutes 52.82 seconds W a
23 distance of 12.02 feet to a point,
24 THENCE extending N 11 degrees 00 minutes 16.91 seconds W a
25 distance of 49.59 feet to a point,
26 THENCE extending N 10 degrees 14 minutes 40.83 seconds W a
27 distance of 49.08 feet to a point,
28 THENCE extending N 10 degrees 13 minutes 18.19 seconds W a
29 distance of 49.02 feet to a point,
30 THENCE extending N 09 degrees 10 minutes 23.14 seconds W a
20070H1656B2294 - 28 -
```

```
1 distance of 50.00 feet to a point,
2 THENCE extending N 07 degrees 17 minutes 34.19 seconds W a
3 distance of 50.11 feet to a point,
4 THENCE extending N 05 degrees 10 minutes 22.31 seconds W a
5 distance of 45.80 feet to a point,
6 THENCE extending N 85 degrees 01 minute 00.76 seconds E a
7 distance of 7.73 feet to a point,
8 THENCE along a curve to the left having a radius of 2,081.50
9 feet, a delta of 06 degrees 06 minutes 41.91 seconds, an arc
10 distance of 222.03 feet, a chord bearing of S 08 degrees 02
11 minutes 20.09 seconds E and a chord distance of 221.92 feet to a
12 point,
13 THENCE extending N 78 degrees 54 minutes 25.02 seconds E a
14 distance of 7.50 feet to a point,
15 THENCE along a curve to the left having a radius of 2,074.00
16 feet, a delta of 00 degrees 40 minutes 56.48 seconds, an arc
17 distance of 24.70 feet, a chord bearing of S 11 degrees 26
18 minutes 09.20 seconds E and a chord distance of 24.70 feet to a
19 point,
20 THENCE extending S 11 degrees 46 minutes 37.71 seconds E a
21 distance of 84.99 feet to a point,
22 THENCE extending S 78 degrees 14 minutes 02.12 seconds W a
23 distance of 6.00 feet to a point,
24 THENCE extending S 11 degrees 46 minutes 37.44 seconds E a
25 distance of 208.58 feet to a point,
26 THENCE extending S 85 degrees 57 minutes 06.66 seconds W a
27 distance of 10.15 feet to the place of beginning.
28 Containing 5,349.43 square feet (0.123 AC) more or less.
29 TEMPORARY EASEMENT 11
30 BEGINNING AT A POINT on the Southwest corner of Skippack Pike
20070H1656B2294 - 29 -
```

1 (SR 0073) and Old Forty Foot Road (SR 1006)/Evansburg Road as 2 shown on the plan prepared by Traffic Planning and Design, Inc., 3 Pottstown, Pennsylvania dated March 27, 2006 said point being 4 28.00 feet right of station 57+46.03, 5 THENCE along a curve to the right having a radius of 3,973.50 6 feet, a delta of 1 degree 8 minutes 6.36 seconds, an arc 7 distance of 78.72 feet, a chord bearing of N 87 degrees 50 8 minutes 35.61 seconds E and a chord distance of 78.72 feet to a 9 point, 10 THENCE extending N 88 degrees 24 minutes 38.70 seconds E a 11 distance of 71.48 feet to a point, 12 THENCE extending S 1 degree 35 minutes 24.00 seconds E a 13 distance of 7.50 feet to a point, 14 THENCE extending S 88 degrees 24 minutes 38.70 seconds W a 15 distance of 96.57 feet to a point, 16 THENCE along a curve to the left having a radius of 3,967.57 17 feet, a delta of 0 degrees 46 minutes 27.84 seconds, an arc 18 distance of 53.62 feet, a chord bearing of S 89 degrees 2 19 minutes 45.83 seconds W and a chord distance of 53.62 feet to a 20 point, 21 THENCE extending N 1 degree 35 minutes 24.46 seconds W a 22 distance of 6.13 feet to the place of beginning. 23 Containing 1,086.77 square feet (0.025 AC) more or less. 24 (2) The easements shall terminate and revert back to the 25 Commonwealth of Pennsylvania, when the necessary construction of 26 the improvements has been completed, but not more than five 27 years from the effective date of this section. 28 (h) Deeds of conveyance.--The deed for the conveyance of the 29 property in accordance with subsections (a) and (c) shall be by 30 Special Warranty Deed and shall be executed by the Secretary of 20070H1656B2294 - 30 -

1 General Services in the name of the Commonwealth of 2 Pennsylvania. 3 (i) Costs and fees.--All costs and fees incidental to the 4 conveyances contained in this section shall be borne by Skippack 5 Township. 6 (j) Alternate disposition.--In the event that these 7 conveyances are not executed within 12 months of the effective 8 date of this section, the authorization contained in this 9 section shall become null and void. 10 SECTION 2. CONVEYANCE IN WINSLOW TOWNSHIP, JEFFERSON COUNTY. <-- 11 (A) AUTHORIZATION.--THE DEPARTMENT OF GENERAL SERVICES, WITH 12 THE APPROVAL OF THE DEPARTMENT OF CONSERVATION AND NATURAL 13 RESOURCES AND THE GOVERNOR, IS HEREBY AUTHORIZED AND DIRECTED ON 14 BEHALF OF THE COMMONWEALTH OF PENNSYLVANIA TO GRANT AND CONVEY 15 TO JEFFERSON COUNTY CERTAIN LANDS, AND ANY IMPROVEMENTS THEREON, 16 SITUATE IN WINSLOW TOWNSHIP, JEFFERSON COUNTY FOR $750.00. 17 (B) DESCRIPTION OF PROPERTY.--THE PROPERTY TO BE CONVEYED 18 PURSUANT TO THIS SECTION CONSISTS OF APPROXIMATELY 1-ACRE OF 19 LAND, AND ALL IMPROVEMENT THEREON BOUNDED MORE PARTICULARLY 20 DESCRIBED AS FOLLOWS: 21 ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, 22 LYING AND BEING IN WINSLOW TOWNSHIP, JEFFERSON COUNTY, BOUNDED 23 AND DESCRIBED AS FOLLOWS: 24 BEING A TRACT OF ONE ACRE SQUARE, OR 208 FEET 6 INCHES ON 25 EACH SIDE AS SURVEYED AND LOCATED ON THE GROUND, WHICH TRACT IS 26 SITUATE AT THE END OF A PRIVATE ROAD AND LOCATED 275 FEET SOUTH 27 OF THE BOUNDARY LINE BETWEEN THE SAID NORRIS AND HORNER LANDS AS 28 MEASURED TO THE NORTHWEST CORNER OF PIECE HEREIN DESCRIBED AND 29 1672 FEET EAST OF THE DISTRICT LINE BETWEEN KNOX AND WINSLOW 30 TOWNSHIPS. 20070H1656B2294 - 31 -

1 CONTAINING 1-ACRE, MORE OR LESS. 2 TOGETHER WITH ANY RIGHT, TITLE OR INTEREST THAT THE 3 COMMONWEALTH OF PENNSYLVANIA MAY HAVE IN A RIGHT-OF-WAY LEADING 4 FROM SAID 1-ACRE PIECE OF GROUND NORTHWESTERLY TO LANDS OF 5 CHARLES NORRIS AND THENCE TO PUBLIC ROAD LEADING TO 6 REYNOLDSVILLE. 7 (C) CONDITIONS.--THE CONVEYANCE SHALL BE MADE UNDER AND 8 SUBJECT TO ALL LAWFUL AND ENFORCEABLE EASEMENTS, SERVITUDES AND 9 RIGHTS OF OTHERS, INCLUDING BUT NOT CONFINED TO STREETS, 10 ROADWAYS AND RIGHTS OF ANY TELEPHONE, TELEGRAPH, WATER, 11 ELECTRIC, GAS OR PIPELINE COMPANIES, AS WELL AS UNDER AND 12 SUBJECT TO ANY LAWFUL AND ENFORCEABLE ESTATES OR TENANCIES 13 VESTED IN THIRD PERSONS APPEARING OF RECORD, FOR ANY PORTION OF 14 THE LAND OR IMPROVEMENTS ERECTED THEREON. 15 (D) LICENSED FACILITY PROHIBITION.--ANY CONVEYANCE 16 AUTHORIZED UNDER THIS SECTION SHALL BE MADE UNDER AND SUBJECT TO 17 THE CONDITION, WHICH SHALL BE CONTAINED IN THE DEED OF 18 CONVEYANCE, THAT NO PORTION OF THE PROPERTY CONVEYED SHALL BE 19 USED AS A LICENSED FACILITY, AS DEFINED IN 4 PA.C.S. § 1103 20 (RELATING TO DEFINITIONS), OR ANY OTHER SIMILAR TYPE FACILITY 21 AUTHORIZED UNDER STATE LAW. THE CONDITION SHALL BE A COVENANT 22 RUNNING WITH THE LAND AND SHALL BE BINDING UPON THE GRANTEE, ITS 23 SUCCESSORS AND ASSIGNS. SHOULD THE GRANTEE, ITS SUCCESSORS OR 24 ASSIGNS, PERMIT ANY PORTION OF THE PROPERTY AUTHORIZED TO BE 25 CONVEYED IN THIS SECTION TO BE USED IN VIOLATION OF THIS 26 SUBSECTION, THE TITLE SHALL IMMEDIATELY REVERT TO AND REVEST IN 27 THE GRANTOR. 28 (E) DEED.--THE DEED OF CONVEYANCE SHALL BE BY SPECIAL 29 WARRANTY DEED AND SHALL BE EXECUTED BY THE SECRETARY OF GENERAL 30 SERVICES IN THE NAME OF THE COMMONWEALTH. 20070H1656B2294 - 32 -

1 (F) COSTS AND FEES.--COSTS AND FEES INCIDENTAL TO THIS 2 CONVEYANCE SHALL BE BORNE BY THE GRANTEE. 3 SECTION 3. CONVEYANCE IN MANSFIELD BOROUGH, TIOGA COUNTY. <-- 4 (A) AUTHORIZATION.--THE DEPARTMENT OF GENERAL SERVICES, WITH 5 THE APPROVAL OF THE GOVERNOR AND THE DEPARTMENT OF MILITARY AND 6 VETERANS AFFAIRS, IS AUTHORIZED AND DIRECTED ON BEHALF OF THE 7 COMMONWEALTH OF PENNSYLVANIA TO GRANT AND CONVEY TO THE BOROUGH 8 OF MANSFIELD CERTAIN LAND SITUATE IN THE BOROUGH OF MANSFIELD, 9 TIOGA COUNTY FOR FAIR MARKET VALUE AS DETERMINED BY INDEPENDENT 10 APPRAISAL. 11 (B) DESCRIPTION.--THE PROPERTY TO BE CONVEYED PURSUANT TO 12 SUBSECTION (A) CONSISTS OF APPROXIMATELY 1.23 ACRES AND AN 13 ARMORY BUILDING BOUNDED AND MORE PARTICULARLY DESCRIBED AS 14 FOLLOWS: 15 BEGINNING AT A POINT AT THE WESTERN EDGE OF THE NOW OR LATE 16 ERIE RAILROAD COMPANY RIGHT-OF-WAY, THE SOUTHEAST CORNER OF LAND 17 OF THE NOW OR LATE MANSFIELD JOINT SCHOOL AUTHORITY AND THE 18 NORTHEAST CORNER OF LAND OF THE NOW OR LATE MANSFIELD SCHOOL 19 DISTRICT, THE POINT OF BEGINNING; THENCE SOUTH 77 DEGREES 50 20 MINUTES WEST ALONG LANDS OF THE NOW OR LATE MANSFIELD SCHOOL 21 DISTRICT, A DISTANCE OF 273.67 FEET TO A POINT, THE SOUTHWEST 22 CORNER HEREOF; THENCE NORTH 13 DEGREES 30 MINUTES WEST ALONG 23 LANDS OF THE NOW OR LATE MANSFIELD JOINT SCHOOL AUTHORITY, A 24 DISTANCE OF 252.25 FEET TO A POINT, THE NORTHWEST CORNER HEREOF; 25 THENCE NORTH 76 DEGREES 30 MINUTES EAST ALONG LANDS OF THE NOW 26 OR LATE MANSFIELD JOINT SCHOOL AUTHORITY A DISTANCE OF 153.00 27 FEET TO A POINT AT THE WESTERN EDGE OF THE NOW OR LATE ERIE 28 RAILROAD COMPANY RIGHT-OF-WAY, THE NORTHEAST CORNER HEREOF; 29 THENCE ALONG THE SAID RAILROAD COMPANY RIGHT-OF-WAY, SOUTH 27 30 DEGREES 48 MINUTES EAST, A DISTANCE OF 12.00 FEET TO A POINT; 20070H1656B2294 - 33 -

1 THENCE SOUTH 38 DEGREES 55 MINUTES EAST ALONG SAID RAILROAD 2 COMPANY RIGHT-OF-WAY, A DISTANCE OF 272.25 FEET TO A POINT, THE 3 PLACE OF BEGINNING. 4 CONTAINING 1.23 ACRES MORE OR LESS. 5 (C) EASEMENTS.--THE CONVEYANCE SHALL BE MADE UNDER AND 6 SUBJECT TO ALL LAWFUL AND ENFORCEABLE EASEMENTS, SERVITUDES AND 7 RIGHTS OF OTHERS, INCLUDING STREETS, ROADWAYS AND RIGHTS OF ANY 8 TELEPHONE, TELEGRAPH, WATER, ELECTRIC, GAS OR PIPELINE 9 COMPANIES, AS WELL AS UNDER THE SUBJECT TO ANY LAWFUL AND 10 ENFORCEABLE ESTATES OR TENANCIES VESTED IN THIRD PERSONS 11 APPEARING OF RECORD, FOR ANY PORTION OF THE LAND OR IMPROVEMENTS 12 ERECTED ON THE LAND. 13 (D) USE RESTRICTION.--ANY CONVEYANCE AUTHORIZED UNDER THIS 14 SECTION SHALL BE MADE UNDER AND SUBJECT TO THE CONDITION, WHICH 15 SHALL BE CONTAINED IN THE DEED OF CONVEYANCE, THAT NO PORTION OF 16 THE PROPERTY CONVEYED SHALL BE USED AS A LICENSED FACILITY AS 17 DEFINED IN 4 PA.C.S. § 1103 (RELATING TO DEFINITIONS) OR ANY 18 OTHER SIMILAR TYPE OF FACILITY AUTHORIZED UNDER STATE LAW. THE 19 CONDITION SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE 20 BINDING UPON THE GRANTEE, ITS SUCCESSORS AND ASSIGNS. IF THE 21 GRANTEE, ITS SUCCESSORS OR ASSIGNS, PERMITS ANY PORTION OF THE 22 PROPERTY AUTHORIZED TO BE CONVEYED IN THIS SECTION TO BE USED IN 23 VIOLATION OF THIS SUBSECTION, THE TITLE SHALL IMMEDIATELY REVERT 24 TO AND REVEST IN THE GRANTOR. 25 (E) DEED.--THE DEED OF CONVEYANCE SHALL BE BY SPECIAL 26 WARRANTY DEED AND SHALL BE EXECUTED BY THE SECRETARY OF GENERAL 27 SERVICES IN THE NAME OF THE COMMONWEALTH OF PENNSYLVANIA. 28 (F) COSTS AND FEES.--COSTS AND FEES INCIDENTAL TO THIS 29 CONVEYANCE SHALL BE BORNE BY THE GRANTEE. 30 (G) PROCEEDS.--THE PROCEEDS FROM THE CONVEYANCE SHALL BE 20070H1656B2294 - 34 -

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1 DEPOSITED IN THE STATE TREASURY ARMORY FUND.
2 (H) ALTERNATE DISPOSITION.--IN THE EVENT THAT THIS
3 CONVEYANCE IS NOT EXECUTED WITHIN 12 MONTHS OF THE EFFECTIVE
4 DATE OF THIS SECTION, THE PROPERTY MAY BE SOLD BY THE DEPARTMENT
5 OF GENERAL SERVICES, WITH THE APPROVAL OF THE DEPARTMENT OF
6 MILITARY AND VETERANS AFFAIRS, FOR FAIR MARKET VALUE AS
7 DETERMINED BY AN INDEPENDENT APPRAISAL.
8 Section 2 3 4. Effective date. <--
9 This act shall take effect immediately.
F27L85AJM/20070H1656B2294 - 35 -
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