06/14/1948 Meeting - Laserfiche WebLink

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~ 185 IT WAS MpV~D BY CRUMBAKER, SECONDED BY HANNS THAT THE RESOLUTION BE ADOPTED. MOTION CARRIED. 22 RESOLUTION - RE: ESTABLISHMENT OF GRADES, PACIFIC HIGHWAY ROUTE, SUBMITTED BY THE STATE I HIGHWAY DEPARTMENT AS FOLLOWS: ....... . (;,Q "WHEREAS, STATE HIGHWAY NO. I OF THE STATE OF OREGON, KNOWN AS THE PACIFIC HIGHWAY, IS ROUTED C:l THROUGH THE C IT Y OF EUGENE, LANE COUNTY, ORE GON, A MUNICIPAL CORPORATION, AND THE ROUTE -~....... OFFICIALLY ADOPTED FOR SAID HIGHVIAY BY THE STATE HIGHWAY COMMISSION TRAVERSES THE FOLLOWING STREET OR STREET:;>, OR AVENUES, OR ROADS, OF" SAID CITY; TO WIT: 7TH AVE. CONNE CT ION: BE GINN I NG AT HIGHWAY ENGINEER'S SURVEY STATION L3 IOf53, 15.55' EASTERLY tROM THE CENTER LINE OF" HIGH ST., WHERE THE SAME IS INTERSECTED BY THE CENTER LINE OF" THE I SEVENTH AVE. CONNECTION; THENCE EASTERL Y AND SOUTHERLY ALONG THE 7TH AVE. CONNECTION TO A JUNCTION WIT H EAST BROADWAY ST. 6TH AVE. CONNECTION: BEGINNING AT HIGHWAY ENGINEER'S SURVEY STATION LX 15f58, APPROXIMATELY 20' E ASTE RL Y F"ROM THE CENTER LINE OF" HIGH ST. , WHERE THE SAME IS INTERSECTED BY THE CENTER LINE OF" THE SIXTH AVE. CONNECTION; THENCE EASTERLY AND SOUTHERLY ALONG THE SIXTH AVE. CON- NECTION TO A JUNCTION WITH EAST BROADWAY ST. AND, \~HEREAS, THE STATE HIGHWAY COMMISSION OF" THE STATE OF" ORE GON IS DESIROUS OF" RECEIVING FEDERAL AID F"OR THE IMPROVEMENT OF SAID HIGHWAY. AND, WHEREAS, THE STATE HIGHWAY COMMISSION OF THE STATE OF OREGON HAS CAUSED A SURVEY TO BE MADE, AND PLANS PREPARED F"OR THE IMPROVEMENT OF" THE STATE HIGHWAY TRAVERSING THE STREET OR STREETS, OR AVENUES, OR ROADS, AS DESCRIBED HEREIN, AND, WHEREAS, IF SAID PROPOSED STREET IUPROVE~ENT IS CARRIED OU T, THE WORK WILL BE DONE PURSUANT TO A GRADE Ofl GRADES F"IXED AN DES TAB LIS HE D BY THE HIGHWAY COMMISSION, AND, WHEREAS, THE GRADE OR GRADES AND ELEVATIONS TO WHICH THE PROPOSED IMPROVEMENT WILL BE MADE ARE INDICATED UPON THE MAPS AND PLANS PREPARED FO R THE PROPOSED IMPROVEMENT WHICH ARE ON F"ILE IN THE OFFICE OF" THE OREGON STATE HIGHWAY COMM!SSION, AT SALEM, OREGON, COPIES OF" WH I CH HAVE BEEN SUBMITTED TO THE C IT Y FO R ITS RECORD AND FOR ITS APPROVAL, SAID GRADES BE I NG AS FOLLOWS, TO WIT: 7TH AVENUE CONNECTION I DESCRIPTION OF" CENTER LINE FIN I S HE 0 GRADE (U.S.G.S. DATUM): BEGINNING AT ELEVATION 423.30, AT HIGHWAY ENGINEER'S SURVEY STATION L3 IOf53, 15.55' EASTERLY FROM THE CENTER LINE OF HIGH STREET, WHE RE SAME IS INTERSECTED BY THE CE N T E R LINE OF THE 7TH AVENUE CONNECTION; THENCE TO ELEVATION 423.23, AT HI GHI'IAY ENGINEER'S SURVEY STATION L3 IOf40, APPROXIMATELY 29' EASTERLY FROM THE CENTER LINE OF HIGH STREET, WHERE THE SAME IS INTERSECTED BY THE CENTER LINE OF THE 7TH AVENUE CONNECTION; THENCE ON A 100' VERTICAL GRADE CURVE TO ELEVATION 423.28, AT HIGHWAY ENGINEER'S SURVEY STATION L3 9f40, APPROXIMATELY 129' EASTERLY F"ROM THE CENTER LINE OF" HIGH STREET, W HE R E THE SAME IS INTEflSECTED BY THE CENTER LINE OF THE 7TH AVENUE CONNECTION; THENCE TO ELEVATION 425.72, AT HIGHWAY ENGINEER'S SURVEY STATION L3 5f40, APPROXIMATELY liS' NORTHERLY FROM THE CENTER LINE OF EIGHTH AVENUE, WHERE THE SAME IS INTERSECTED BY THE CENTER LINE OF THE 7TH AVENUE CONNECTION; THENCE ON A 200' VERTICAL GRADE CURVE TO ELEVATION 426.16, AT THE CENTER LINE OF 8TH AVENUE, WHE RE THE SAME IS INTERSECTED BY THE CENTER LINE OF THE 7TH AVENUE CONNECT ION; THENCE CONTINUING ON A 200' VERTICAL GRADE CU RVE TO ELEVATION 426.14, AT HIGHVlAY ENGINEER'S SURVEY STATION L3 3f40, APPROXIMATELY 85' SOUTHERLY FROM THE CENTER LINE OF 8TH AVENUE, WHERE THE SAME IS INTERSECTED BY THE CENTER LINE OF THE 7TH AVENUE CONNECTION; THENCE 3 TO ELEVATION 426.05, AT HIGHWAY ENGINEER'S SURVEY STATION L 2f96.03, APPROXIMATELY 129' SOUTHERLY FROM THE CENTER LINE OF 8TH AVENUE, W HE R E THE SAME IS INTERSECTED BY THE CENTER LINE OF THE 7TH AVENUE CONNECTION: THENCE TO ELEVATION 424.84, AT HIGHWAY ENGINEER'S SURVEY STATION L 9If88.48, A POINT ON THE CENTER LI NE OF E AS T BROADWAY STREET, APPROXIMATELY 388' EASTERLY FROM THE CENTER LINE OF HIGH STREET, WHERE THE SAME 1 S INTERSECTED BY THE CENTER LINE OF EAST BROADWAY STREET. 6TH AVENUE CONNE CT I ON I OESCRIPTION OF CENTER LINE F"INISHED GRADE (U.S.G.S. DATUM) : BEGINNING AT ELEVATION 425.90, AT HIGHWAY ENGINEER'S SURVE Y STATION LX 15f58, A P P RO X I MAT E L Y 20' EASTERL Y FROM THE CENTER LINE OF HIGH STREET, WHERE THE SAME IS INTERSECTED BY THE CENTER LINE OF THE 6TH AVENUE CONNE CT ION; THENCE TO ELEVATION 433.13, AT HIGHWAY ENGINEER'S S U RV E Y STATION LX I I f80, APPROX I MA TEL Y 398' EASTERL Y FROM THE CENTER LINE OF HIGH STREET, WHERE THE SAME IS INTER- SECTED BY THE CENTER LINE OF THE 6TH AVENUE CONNECTION; THENCE ON A 500' VERTICAL GRADE CURVE TO ELEVATION 424.35, AT HIGHWAY ENGINEER'S SURVEY STATION LX 6f80, APPROXIMATELY 255' NORTHERLY FROM THE CENTER LINE OF" 8TH AVENUE, W HE R E THE SAME IS I NTE RSE CTEiD BY THE CENTER LINE OF THE 6TH AVENUE CONNECTION; THE N CE TO ELEVATION 426.79 AT HIGHWAY ENGINEER'S SURVE Y I STATION LX 4f 30, APPROXIMATELY 5' NORTHERL Y FROM THE CENTER LINE OF 8TH AVENUE, WHE RE THE SAME IS INTERSECTED BY THE CENTER liNE OF THE 6TH AVENUE CONNECTION; THENCE ON A 100' VERTICAL GRADE CU RVE TO ELEVATION 426.84, AT THE CENTER LINE OF 8TH AVENUE, WHERE THE SAME IS INTERSECTED 6 Y THE CENTER LINE OF THE 6TH AVENUE CONNECTIDN; THENCE CONTINUING ON A 100' VERTICAL GRADE CURVE TO ELEVATION 426.37, AT HIGHWAY ENGINEER'S SURVEY STATION LX 3f30, APPROXIMATELY 95' SOUT HERL Y FROM THE CENTER LINE OF 8TH AVENUE, WHE RE THE SAME IS INTERSECTED 6Y THE CENTER LINE OF THE 6TH AVENUE CONNE CT ION; THENCE TO ELEVATION 425.54, AT HIGHWAY ENGINEER'S SURVE Y STATION LX 2f83.8, APPROXIMATELY 141 ' SOUTHERLY FROM THE CENTER LINE OF 8TH AVENUE, WHE RE THE SAME IS I NTE RSECTED BY THE CENTER LINE OF THE 6TH AVENUE CONNECTION; THENCE TO ELEVATION 424.84 AT HIGHWAY ENGINEER'S SURVEY STATION L 9If88.48, A POINT ON THE CEN TE R LINE OF EAST BROADWAY STREET, APPROXIMATELY 388' EASTERL Y FROM THE CENTER LINE OF HIGH STREET, WHERE THE SAME IS INTERSECTED BY THE CENTER LI NE OF EAST BROADWAY STREET. .#..fIIII1I - __~k_'"'_'.'-' _~L_"