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Sponsored by: Schaefermeyer CITY OF SEWARD, ALASKA RESOLUTION NO. 88-096 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, REQUIRING THAT ALL MAJOR FACILITIES, PROPERTY CORNERS, UTILITIES AND ROADWAYS WITHIN THE SEWARD MARINE INDUSTRIAL CENTER BE IDENTIFIED BY CITY-DESIGNATED COORDINATES WHEREAS, the city of Seward has developed the Seward Marine Industrial Center and a number of public facilities are being constructed on this site; and WHEREAS, the city desires to lease out portions of the area for private development; and WHEREAS, the existing property descriptions are based on several different surveys that do not necessarily coin- cide and the various facilities already constructed have not been tied together by land surveys; and WHEREAS, a coordinate system that can cover and is suitable for the entire SMIC area was assigned for the Spring Creek Correctional Center construction; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, that: Section 1. located at N.W. adopted for the A coordinate system assigning the monument Corner, USS 1650 5000N and 5000W is hereby Seward Marine Industrial Center. within the the person Section 2. All property and lease corners SMIC will be assigned coordinate values by performing the survey. Section 3. All major public and private facilities, utilities, roadways and easements will be assigned coordi- nate values as prescribed by the city Engineering and Utilities Manager. Section 4. The City Engineering Office will maintain on file for public use a document or documents setting forth various control points within the SMIC which may be used for vertical and horizontal control. Section 5. This resolution shall take effect immedi- ately upon its adoption. -1- . . CITY OF SEWARD, ALASKA RESOLUTION NO. 88-096 PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF SEWARD, ALASKA, this 8 day of Auqust , 19 ~. AYES: NOES: ABSENT: ABSTAIN: ATTEST: THE CITY OF SEWARD, ALASKA ~ e~-<-~~eA... HARRY GIESELER, MAYOR DUNHAM, GIESELER, HILTON, MEEHAN, NOLL, O'BRIEN & SIMUTIS NONE NONE NONE APPROVED AS TO FORM: HUGHES, THORSNESS, GANTZ, POWELL & BRUNDIN, Attorneys for the City of Seward, AK . (City Seal) ?r-U/ M~ Fred B. Arvi son City Attorney -2- . . . RESOLUTION NO. 88-096 "Attachment" 7/2.7/" ---- ..fL..fU..f L..fXIIJ SfllIYlln P.O. Box 228. Seward. All:. 99664 Ph. ('07) 224-3026 439 5th Ave. (Corner 5th &. Mldison RAYMOND M. BURGESS Reelstered Professional Land Surveyor - At. Calif. Nev. Idaho July 25, 1988 Job No. 1204-88 VERTICAL CONTROL for the SEWARD MARINE INDUSTRIAL CENTER Brass tablet located west 13.6 feet from the northwest corner of the control building for the shiplift, marked "100+96 - EL 16.04" and the basis of vertical of this data. Elevation Mean Sea Level = 16.04 feet Mean Lower Low Water = 21.74 Horizontal control ooint CP 5 A set brass tablet set on the southwest corner of a concrete pad of an underground electrical manhole, north of the main rails from the shiplift. Elevation Mean Sea Level = 16.38 feet Mean Lower Low Water = 22.08 feet Horizontal control ooint CP 6 A set brass tablet set on the southeast corner of a concrete pad of an underground electrical manhole, south of the main rails from the shiplift. Elevation Mean Sea Level = 16.27 feet Mean Lower Low Water = 21.97 feet Fire Hydrant Top of bolt marked with a cross on the north side of a fire hydrant located on east side of Nash Road 200 feet more or less south of the electrical sub. station. Elevation Mean Sea Level = 17.19 feet Mean Lower Low Water = 22.89 feet Bench Mark- Nash Road & Soring Creek Prison Road A spike in the base of a utility pole located at the NE corner of Nash Road and the road to Spring Creek Prison. (Note: old elevation marked on pale is 42.60) Elevation Mean Sea Level = 41.61 feet Mean Lower Low Water = 47.31 feet . . . RESOLUTION NO. 88-096 "Attachment" Page 2 HORIZONT AL CONTROL for the SEWARD MARINE INDUSTRIAL CENTER DESCRIPTION AND LOCATION OF POINTS Control Point No. I A set 5/8"x30" Rebar with an Alum. cap, located at the northerly edge of the pavement on the road into the prison, 8 feet more or less east of the centerline of the road to the water tanks, approx. 1700' feet east of the intersect ion of Nash Road & the prison access road. Contro I Point NO.2 A set 5/8"x30" Rebar with an Alum. cap, located at the edge of pavement at the northeast edge of the intersection of Nash Road and the prison access road, 33 1/2 feet more or less west of the Stop Sign. Control Point NO.3 A set 5/8"x30" Rebar with an Alum. cap, located at the easterly edge of pavement on Nash Road, 42 feet more or less south of the centerline of the access road to the electrical substation, 1780 feet more or less south of the intersection of Nash Road & the prison access road. Control Point NO.4 A set 5/8"x30" Rebar with an Alum. cap, located at the east edge of the pavement of Nash Road where the road turns west, from which sewer manhole bears southeasterly 12 feet and a 2 1/2" yellow iron pipe 4 1 /2 feet above the ground bears northeasterly 25 feet. Control Point NO.5 A set brass tablet set on the southwest corner of a concrete pad of an underground electrical manhole, north of the main rails from the shiplift. Control Point NO.6 A set brass tablet set on the southeast corner of a concrete pad of an underground electrical manhole, south of the main rails from the shiplift. Control Point NO.7 A set 5/8"x30" Rebar with an Alum. cap, located in the centerline of access road running along the west edge of ditch west of the east line of USS 4827, from which the southeast corner of USS 4827 bears S 34.21'58" E, 79.66'. Northeast Corner of USS 165 I Found iron pipe and brass cap, original corner of USS 1651 and the basis of coordinates of this control. Southeast Corner of USS 4827 Found iron pipe and brass cap, original corner of USS 4827 East Cor.. USS 1651 & USS 4827 Set 5/8"x30" rebar at the corner common with the southeast corner of USS 1651 and the northeast corner of USS 4827, with an Alum. cap marked "AK. LAND SURVEYS, USS 1651, USS 4827, 3753-S", which is southeasterly 5 feet from a utility pole. RESOLUTION NO. 88-096 "Attachment" JJ&.AlSIr.AI &JJKIJ SUfi /TITS . P.O. Box 228, Senrd. At. 99664 Ph. (907) 224-3026 439 5tb Ave. (Corn<< 5th &. Madiaon) RA YMOND M. BURGESS Registered Professional Land SU"lrYor - At. CaSU. NM. Idllbo July 25, 1988 Job No. 1 204-88 HORIZONT AL CONTROL for the SEWARD MARINE INDUSTRIAL CENTER Basis of Bearings & Coordinates Northeast Cor. USS 1651 S 00034'13" E 3357.07 Southeast Cor. USS 4827 5000.000 5000.000 1643.096 5033.414 Northeast Cor. USS 165 1 5000.000 5000.000 5 00034'13" E 1460.51 East Cor., USS 1651 & USS 4827 3539.562 5014.537 S 00"34'13" E 1896.56 Southeast COf. USS 4827 1643.096 5033.414 . Control Point Bearing & Distance tiortb East CP 1 5047.602 5018.361 S 89"21'43" W 1628.39 CP 2 5029.468 3390.072 S 00"32'47" E 1787.14 CP 3 3242.410 3407.114 S 00" 15'33" E 962.67 CP 4 2279.750 3411.469 S 00" OS' 06" E 452.13 CP 5 1827.620 3412.140 S 68035'38" E 360.86 CP 6 1695.915 3748.106 N 89024' 06" E 1240.42 CP 7 1 708.868 4988.459 N 00" 49'00" E 1830.89 East Cor., USS 1651 & USS 4827 3539.562 5014.537 N 00"08'42" E 1508.04 CP 1 5047.601 5018.361 . Brass Cap (Marked 100+96 at Shiplift 1726.725 3093.145 N. 72"26'54" E 334.57 CP 5 1827.620 3412.140