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Home My WebLink AboutNorthwood Rd, Lake Bluff Cir, Fremont Ave & Crystal Bay ROW Permit � � � j• . . � ° �� PRI� �,.. � MGC4� �D� �O � ,�- � . `C' � - p �' 9 1 !� , �'.� I « 11 v � x �� WORK ORDER 4� ��S Od` � � �'N E S ��P PERMIT TO WORK WITHIN CITY PROPERTY/RIGHT-OF-WAY/EASEMENTS AND APPLICATION FOR INSTALLATION OF UTILITIES � 1. Location N br�-1�W oc� A fZ� t.� t� �- l�L1Lp �31.�� C.�. '� N .�.� � I�u4 `E' �.('.15�. � �,,,,� LhF 2. NatureofWork Se�ouc'cL�C.. Ma�n O..nr� �C'2.MO r� �Rnn[� �'ta�,�Sl.a..�o✓� S�bn � 3. Itidicate below items to be affected arsdtiAOhrde a sketch or plan of work to be done: ; Curb & Gutter Street Surface TraillSidewalk Trees: Pond/Wetiands (Publically owned Traffic Control Devices/Signs or Privately owned _) Drainage Utiliries StructureBuildings Other 4. Method of Installation or Construction �-� �� . 5. Work to start on or after: �-a`�'p and shall be completed by: �'Z.-3l-OS unless an extension' � granted to: by: : • DATE - STAFF/DATE 6. Will detouring of traffic be necessary? N� If necessary to detour traffic, describe suggested route: 7. Provide with this application a copy of the contractors Public Liability Insurance. DETOURS: The Director of Public Works shall be notified in writing at least 72 hours in advance of any detour being established, changed or discontinued. NAMEOFAPPLICANT CenterPoint Energy, _ pgp� (p12.-3Z1-SSoB' PLEASE PRINT FAX 612-321-5480 ADDRESS �00 Linden Avenue West, P.O. Box 1165, Minneapolis, MN 55440-1165 STREET CITY STATE ZIP NAME OF PARTY OR ORGANIZATION PERFORMING WORK _ CRn�e.✓ l�o�rl�r Enerr�y CONTACT PERSON: W �.for�u�a�.� EMERGENCY (24 HR.) PHONE #: 612-372-50�0 ADDRESS d�' au�o�n� �ero�y DAYPHONE STREET CITY STATE ZIP The undersigned herewith accepts the terms and conditions of this permit by the City of Prior Lake as herein contained and agree to fully comply therewith to the satisfaction of the City of Prior Lake. Signed: �.��Title: �s��n � �- Date: � �rrc.noc Page 1 of 4 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPOR7UN(TY EMPLOYER . �t ;? !- EXHIBIT �C" FOR CITY USE ONLY AUTHbRIZA'fION OF PERNIIT FINANCIAL SECURITY: AMOUNT: TYPE: . � ' - (Cash, bond, LOC etc.) Fee: $ �SO•� ReceiptNo. Jd�ilg'V`S PermitNo. vp_ nS - 7.� LIABILITY INSURANCE PROVIDED: Associated Electric & Gas Insurance Services Limited In consideration of agreement to comply in all respects with the regulations of the City of Prior Lake covering such operations, and pursuant to authorization duly given by said City of Prior Lake; 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 provisions as hereby stated: APPROVED BY: DEPT. OF PUBLIC WORKS � B /�r�� .�.� �C� :7y'�Gtf � /DATE ALL LEGAL REQUIREMENTS SHOWN ON PAGE ONE (1) AND ON ALL "SPECIAL PROVISIONS" SHALL BE COMPLIED WITH. TI� DATE WHEN WORK IS COMPLETED MUST BE REPORTED TO 'THE CITY OF PRIOR LAKE CITY ENGINEER. na�rrc.noc Page 2 of 4 � - . � , . EXHIBIT "C" CITY OF PRIOR LAKE REGULATIONS PERTAINING TO THE INSTALLATION OR REPAIR OF UNDERGROUND UTILITIES IN CITY STREETS ' OR IN CITY RIGHT-OF-WAY/EASEMENTS The following regulations and conditions constitute a part of the application made by any installer or contractor for the installation of utilities in any City street right-of-way or City utility easement and the applicant, in making his application to do such work, shall agree to abide by these regulations and conditions: � 1. The individual obtaining the permit shall, before commencing such work, notify the City Engineer when the work at each location is to commence; and, when requested by the Engineer, shall submit plans and � specifications. 2. U�on comnletion of the �r ject, the individual shall nrom�tl�oti the Ci En ineering De�artment for final ins ecn tion• 3. The public is to be protected by the individual, at all times, from the commencement of the work until the completion and acceptance by the City. The installer or contractor shall so conduct his operations as to cause the minimum inconvenience to the public. The installer or contractor shall furnish, erect, and maintain, in accordance with the legally accepted standards, all necessary warning and traffic control signs, barricades, traffic cones, and flashing lights to direct and control the movement of traffic through the project in all directions and at all times. The foregoing provisions shall not in any way relieve the installer or contractor of any of his legal, responsibilities or liabilities for the safety of the public. - 4. All openings in bituminous surfaces shall be cut in a straight line with sides smooth and vertical. No ragged edges will be permitted. Cutting shall be done with a concrete saw, cutting wheel, jack hammer, spades or similar approved tools. Backfill material shall be suitable for highway embankrnent construction. No peat, frozen lumps, broken asphalt, sod, roots, or other undesirable material shall be permitted as backfill. Rocks larger than six inches (6") in diameter shall not be used in backfilling of trenches. The backfill material shall be placed in layers not to exceed one foot (1') and mechanically compacted to not less than 95 percent of modified Proctor density. The upper six inches (6") of the backfill shall meet Minnesota Highway Department Specifications for Class 5 material and shall be compacted to not less than 95 percent of modified Proctor density. As soon as possible after backfill operations are completed, the cut bituminous edges of the trench shall be painted with an asphalt emulsion such as SS-l. Immediately thereafter, the patching material shall be placed and mechanically compacted to not less than 95 percent of modified Proctor density. The asphaltic material used in patching shall be of the same type as removed from the roadway, except, that in no case, will a plant mixed asphalt of less quality than Minnesota Highway Department Specifications 2331 be used. The finished surface of the patch shall conform to the surface of the undisturbed roadway. No permanent asphalt patches shall be on any base whose temperature is 32 degrees Fahrenheit or less. Cold weather patching shall be of temporary nature, using cold mixed asphalt, well graded crushed rock or similar approved materials. Temporary patches shall be true to line and grade. Temporary patches shall be replaced by permanent patches when weather conditions permit and notification shall be required as stated in 2. �rrc.noc Page 3 of 4 _ � .. . � . EXHIBIT "C" 5. Other areas may be required to be compacted at the direction of the City Engineer. � 6. Such permittee to be responsible for maintenance and repair of all trenches for a period of one (1) yeaz and if settlement occurs or excavation caves in, the same shall be promptly indicated by adequate warning signs and shall be restored to proper condition in � accordance with specifications above provided as soon as conditions permit. 7. All culverts and ditches shall be replaced in their original position and condition existing prior to construction and no change shall be made in drainage without approval of the City Engineer. 8. Permittee shall save the City harmless from all third party claims for injury or damage which may occur between the time the work commences and the time it is fmally accepted by the City. 9. The permittee may be required to jack or bore under certain streets, as determined by the City Engineer. 10. The applicant shall furnish evidence of public liability insurance of not less than $100,000/300,000 and property damage of not less than $25,000 issued by an insurance company authorized to do business in the State of Minnesota on which the City is named as an additional insured party. 11. Except for the negligent acts of the City, its agents and its employees, the permittee shall assume all liability for, and save the City, its agents and its employees, harmless and defend same at its sole cost and expense from any and all claims for damages, actions or causes of action azising out of the work to be done herein and the continuing uses by the permittee, including but not limited to the placing, constructing, and � reconstructing, maintaining, protecting and use of said facility under this application and permit for " construction. 12. Existing Facilities - The utility facility and installations shall not interfere with any existing utility facility on the City's right-of-way or easements. It is the responsibility of the applicant to call for necessary locations of existing utilities. (Gopher One) 13. Private Property - T'he work permit or permit for construction as issued does not in any way imply that the appropriate easement exists to allow the applicant to work on private property. 14. Cutting Trees - The permission herein granted does not confer upon the permittee the right to cut, remove or destroy trees or shrubbery within the legal limits of the right-of-way, easements that are not specifically identified on the plan attached to this permit or relieve permittee from obtaining any consent otherwise required from the owner of the property adjacent thereto. 15. Clean-Up - Street, trailways and affected right-of-way shall be scraped clean at the end of each work day and swept clean after construction is completed and left in a neat and presentable condition. 16. Replacement of Sod - Wherever top-soil and sod aze disturbed, they shall be replaced in kind and maintained satisfactorily until the turf is established. T'he undersigned hereby declares he/she has read and will comply with all the PERTINENT REGULATIONS as stated above and relevant City Ordinances. DATE: SIGNED: �rrcmc Page 4 of 4 _ .. . �� c� ' : � ! Y . ! V vJ 0.. � � � CO � � �"' U Z c� N? Z � p � c� Oc� �'m F-c� W Q � a � Q � = f-- a' � � �N ,�Y �o � � ' �� .. � C� ►n Q W a�i c�v Z W� �ozS �O a � � z � �� - � oc • � �~ z¢ �� o r°� . � �� O� p Y �, � � oC �a z� �-_ � � � N o - o Q° w E-- � �� z z � w �� i-- u.' F - - v WV O� op`� � Z � � � 7 Q .L �W �_ � U Z uia0 - �CtA Qo W� N m �° j? QZ �� Q ��-� � N M � � �~� � — UPRATE PROCEDURE WORK ORDER: 38050213 CITY: PRIOR LAKE 1. Leak Survey area to be uprated (if more than one year since the last survey) and repair any leaks that are fo und, except that a leak determined not to be patentially hazaxdous need not be repaired if it is monitored during the pressure increase and it does not become potentially hazardous. 2. The increase in maximum allowab2e operating pressure must be made in increments that are equal to 10 psig or 25% of the total increase, whichever produces the fewer number of increments. . ., 3. At the end of each incremental increase, the pressure must be held constant while the entire segment of pipeline that is affected is checked for leaks. . f • 4. Each leak detected must be repaired before a further pressure increase is made, except that a leak determined not to be potentially hazardous need not be repaired if it is monitored during the pressure increase and it does not becom e potentially hazardous. 5. After the las�. incremental pressure increase, a final leak survey will be performed to confirm the integrity of the facilities. After the final leak survey is complete, the regulator mechanic will set the regulation to the fi nal settings noted on the chart. No leak survey is required after this step. Distribution S stem U rate Documentation Leak Survey Leak Proposed Actual Pressure Regulator Detection Pressure Pressure Increases Regulation Mechanics Payroll Increases Payroll Number Number a Date Time Reg Relief Reg Relief Date Time Month- AM or Month- AM or day-year PM day-year PM Beginning 20 23 Step 1 30 33 Step 2 40 43 Step 3 50 53 Step4 b0 63 Step 5 Final (not required) 50 53 NOTE: This chart shall be co:npleted in the office after the "Uprate Procedure" has been completed. The information`fo� the chart will be a co nsolidation of the field note forms completed by the Leak Detection Department and the Regulator Mechanics. See the field notes for this job for the original documents and signatures. This Chart completed in office by: Signature: Date: � Name (Please Print): Payroll Number: EXISTING MAIN INFORMATION MAIN PART SIZE TYPE PRESSURE TIME A6369-2001 1 2" TR 100 PSI 1 HOUR A1594-1994 1 2" TR 105 PSI .50 HOUR D738-1987 1 1-1/4" TR 150 PSI 1 HOUR D729-1987 1 2" TR 100 PSI 1.75 HOURS D729-1987 2 2" TR 100 PSI 1.75 HOURS D729-19$7 3 1-1/4" TR 100 PSI 1.75 HOURS • D729-1987 4 1-1/4" TR 100 PSI .25 HOUR D838-1986 1 1-1/4" TR 100 PSI .33 HOUR D614-1980 1 1-1/4" TR 100 PSI 2 HOURS AFE 9334-1973 PRESSURE TEST RESULTS ARE NOT AVAILABLE AFE 6885-1967 PRESSURE TEST RESULTS ARE NOT AVAILABLE AFE 6543-1966 PRESSURE TEST RESULTS ARE NOT AVAILABLE a . . . ', _. . ; , �� ' . . �O � - . � � - �. .. . .r� . . '� , . . . ' : � . �: , _ ' . .}o . .' . ' '- N N � • . •� � � Q' , - . � �f' M � . �, 4, . • , , : � H �; '_ �- � � _ .., • � '-.'b .. .. �' ; ,.yp,� .. . � � ... � � ., � . , • + . - � .. . . .. . . . . � s . 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