The URL can be used to link to this page

Home My Public Portal About1997-047Member Johnson introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 97- 47 RESOLUTION GRANTING A PERMIT TO MINNEGASCO FOR GAS MAIN INSTALLATION WHEREAS, Minnegasco has made an application to the City requesting permission to a gas main at 3478 Elm Creek Drive; NOW, THEREFORE, BE IT RESOLVED that said application be approved in accordance with the plans and specifications submitted, subject to the following conditions: 1. The street and right of way shall be restored to its original condition upon completion of installation and applicant shall be liable for settlement or other damage caused by said installation for a period of one year following completion. 2. All utilities shall be placed in the utility easement using a joint trench. Dated: October 7, 1997 Ferris, Mayor Paul Robinson, Clerk -Treasurer The motion for the adoption of the foregoing resolution was duly seconded by member Thies and upon vote being taken thereon, the following voted in favor thereof: Ferris, Hamilton, Johnson, Thies, and Zietlow and the following voted against same: None Whereupon said resolution was declared duly passed and adopted. Minnegasco 1/3Y/5 - 9, MGC 7 1 City of MC D/ IUIa Permit no. APPLICATION FOR PERMIT TO INSTALL UTILITIES OR TO PLACE UNDERGROUND CONSTRUCTION Name of party or organization performing work MINNEGASCQ. Address P.O. Box 1165, Mpls., MN 551,40-1165 Telephone 3 21- S`/ f y 1. Nature of work l main installation service installation ❑ other Type of surface to be disturbed (Check type) ❑ Gravel 2. Location EL frr CPCE ec . Street, avenue and house number 3 v Y ❑ Bituminous ❑ Concreteevard L 14 Ci? C (Additional information attached when necessary) 3: "Site and"kind of pipe, condom or cable T /44 -AO/cC-.- Depth from surface [ 2.5 feet ± ❑ 3 feet ± Dimensions of excavation 1 2 4. Method of installation or construction (including method of compaction and excavation) In accordance with procedures described in Minnegasco Operations Manual: Procedures, Section 500, `Installation': the most recent edition on file with the permitting authority. Machine excavation: Yes X No 5. Work to start within 3v days and be completed within Q 7 days thereafter. 6. Will detouring of traffic be necessary? If so, describe routing For MINNEGASCO %A plicant) Signed by 4�'L 2 Date The date when work is completed must be reported to the person designated by municipality. AUTHORIZATION OF PERMIT . . Upon payment of permit fee in the amount of $° and in consideration of the agreement to comply in all respects with the street or alley excavation ordinances and regulations applicable covering such operations, permission is hereby granted for the work to be done as described in the above application, said work to be done in accordance with special precautions required, as hereby stated: It is expressly understood that this permit is conditioned upon replacement or restoration of the road surface to its proper condition in accordance with the appropriate rules and regulations. It is further understood that this permit is subject to revocation within ten (10) days of receipt of copy of application by the county engineer yhen the permit is for work on a county road. APPROVED DATE 79') All requirements shown on reverse side to be complied with. White copy —applicant. Yellow —Municipality Engineer. Blue —Municipality Street Superintendent. Form 16 R7/88 RULES PERTAINING TO STREET AND ALLEY EXCAVATIONS SAFETY 1. Excavations shall be properly protected and identified by barricades and flags in the daytime, and flares, red lanterns or flashing signals at night. 2. Barricades shall be erected so they provide suitable visibility in all directions. 3. Excavations must be cribbed when necessary, depending upon type of soil, in order to prevent cave-ins. 4. No guys or stays should be attached to trees on right-of-way. 5. Underground construction must be constructed so it will not harm or unnecessarily destroy the root growth of trees. ROADWAY 1. Installation of pipe under concrete or high type bituminous pavements shall be done by jacking or boring unless otherwise authorized by engineer. 2. All backfilling must be placed in 6-inch layers and thoroughly tamped; material must be flush and even with the road surface when finally in place, unless engineer authorizes alternate method of construction. 3. Finished surface, base, and sub -base of road after excavation and backfill shall be at least equal in stability to finished surface, base, and sub -base prior to excavation. 4. Concrete pavement shall be replaced according to specifications provided by the engineer. 5. If settlement or excavation caves in within one year of completion date so materials settle (bituminous mat or concrete base), it shall be restored to its original condition by the holder of this permit. 6. No pole anchors, anchors, braces, or other construction shall be put on roadway shoulder except by special authorization. 7. There will be no driving onto highway from ditch or driving on shoulders except when authorized by the engineer; if damage occurs, permit holder will make proper repairs. 8. No machine excavation shall be permitted except when noted in application for permit. 9. Excavations greater than four feet in width at top of trench will not generally be permitted and may be made only when expressly provided for on the permit. 10. Street may not be closed to traffic unless expressly authorized by the permit. LIMITATIONS 1. No lugs which will damage the road surface shall be used on equipment traversing road. 2. Roadside shall be cleaned up after work is completed. 3. The permit holder shall notify the municipality issuing the permit and, when applicable, the county engineer within 24 hours, (Saturdays, Sundays and legal holidays excluded) that the work has been completed and is ready for final inspection. 4. The county engineer shall notify the applicant of any objection the county may have to the application within 10 days of receiving the permit application. MINNEGASCMAIN SJOB SZLM j TNS7 A Lc. // (-A7STliuc, 3" -TR C/_-6 wij_g) l ei-lg. Ece_ RI Jac* L)/E Z. Z�S?A3rrxZr, I NvpT �." —rR Ge,—s rn h =L�s7ALL: cAt-) ?o cove R 3 ti 7g E-G *so c,J-r� 3 NOTE: BORE ALL PAVED STREETS AND DRIVEWAYS Minimum depth requirements for pneumagopher crossings of state highways and county roads is 60". Minimum depth requirement for pneumagopher crossings of city streets and township roads is 48" Minimum depth for parallel installations on state highways and county roads is 36". Minimum depth for parallel installations on city streets and township roads is 30". I y 191Q 1 16147L810 10 (131-71613 MAJOR MINOR SUFFIX W E EJ PROJECT LOCATION (�131s1/IS�I�I2wIU WORK ORDER SIZE TYPE �Vv sc-go /?6 `ONE CALL" Quadrant Section Twp./Range Sw f 2- TII VX' 2_3 Pipe Required ),6,-,' a" 7p. L_G Total Pipe Main will lie -.._ ft.t6" below existing grade PERMITS REQUIRED St. Hwy. R.R. Co. Rd. City of C-16 3/N4 Addition Map work needed Yes ❑ No DESIGNED BY PHONE 6/2 /', -,1— S.c/C-t %s4 DATE - 3 2 /./S-Y7 6/9/g2 DESIGN APPROVED RELEASE FOR t%!2 �# "ff7 CONST. R P6 R E O A 923 P Form 299M R3/90 IDOW