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Home My WebLink About2006-P09850 - retaining wall • PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P09850 Crystal Bay, Minnesota 55323 Permit Type: User Defined Surc Building (952) 249-4600 Date Issued: 5/11/2006 SITE ADDRESS: 460 Tonkawa Rd Unit# Long Lake,MN 55356 PID: 05-117-23-32-0002 DESCRIPTION: Proposed Use: Residential Permit Class: General User Defined Surc Building Permit Type: g Permit Sub-type(s): Retaining Wall DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 321.25 Valuation: $ 20,000.00 State Surcharge Fee: $ 10.00 TOTAL FEE: $ 331.25 APPLICANT: Owner/Self OWNER: Edwin&Barbara Gage MN 460 Tonkawa Rd Long Lake MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. APPLICANT PERMITEE SIGNATURE LED BY SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 3 g0 City of Orono FOR CITY USE ONLY 0 P.O.Box 66 2750 Kelley Parkway Date Received: -/O Permit# > 0 s kmCrystal Bay,MN 55323 (952)249-4600Amount: $ + C.U:P Filed:" Approved By.0. fi Plan: �Ilo' Recommends: Approval tg= Denial ❑ CITY OF ORONO -USER DEFINED/GENERAL PERMIT (All permits must be approved by the Building Official and/or Zoning Department) ,"' aV, � .fie" asH& �M A / Site Address: '�lf'(? Owner: Mailing Address: 70, •r�a City: A a Zip: " Home Phone: S47 ° ,tA/ Alternate Phone: w-OF5-�? Contractor/App.: Contact Person: 'vp Address: State License#: City: Zip: Expiration Date: Phone: Alternate Phone: a ❑ Stairway to Lake Retaining Walls ❑ Temporary Trailer General-User Defined Surcharge General-User Defined Surcharge General-User Defined *(Per UBC) *(Per UBC) *$30.00 *Estimated Cost: $ *Estimated Cost: $ ?_?Q n d ❑ Docks—42"or Greater ❑ Land Alteration ❑ Zoning Review General-User Defined Surcharge General-User Defined General-User Defined ❑ Commercial—(Per UBC) ❑ 0-500 Cubic Yards *For 0-75'Zone-$30.00 *Estimated Cost: $ $50.00(Needs Site Plan) General-User Defined ❑ 501+Cubic Yards ❑ Residential- $30.00 $50.00(Needs C.U.P.) ❑ Tree Removal General-User Defined *Within 0-75' -$30.00 I herby apply for a User Defined Permit and I acknowledge that the information above is complete and accurate;that the work will be in conformance with the Ordinances and Codes of the City and with the State Building Code;that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. pplicant Date Ek. �; X, � t y !�^ l z �: �... a � �� ` x�` �� sur �� ;rte �� ,� v<.�r°' �;� N� r � x � ,� �� 's �� 3 w 3% # �. r`--` ��e� �J� yYt 3� ��.. k, ;`._ � .: �M�: 9t: 2 �.. CS4)5DA TIME CITY OF ORONO CALLED IN S INSPECTION NOTISCHEDULED PERMIT NO. So COMPLETED ADDRESS D r AWN Em Oto? sh4 NTR. TELEPHONE NO. �D�a �� D5o9-6 DESCRIPTION W 01 FOOTING 11 MECHANICAL RI EnvAViGniwiNGiFiLLiiJG 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W a cc J O cc O U_ W cc Q Z W Z W cc j d WCC ORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED 7 ISSUE CERTIFICATE OF OCCUPANCY ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 11 CITATION ISSUED 11STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Cont site: Inspector. White CopylInspector's Le Canary Copy/Site Notice N OTE: 1. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. THE SURVEY WAS COMPLETED BY SRS COUNTOURS ON 4/29/0& EL 211-13 EL - 210.68 Orn l - 212.04 + +EL = 270.71 ^�O EL 207.48 TREE EL 216.21+ -EL .04 EL = 210.13 DRAIN L 208.97 TREE CATCH BASIN CATCH BASIN = 200.82 2 0 2.50 - 188. 200.46 O +Bw 196.46 �O .01 Bw = 19 01 O nO� P APPROVED V We:799L APPROVED AS NOTED rp Q REViSEANDRESUBMR ADO APV �' Cn (---1 NOTAPPROVED � g ; 5 � ENGINEER'S review and approval ofttris t I niittal are exgady limited as provided Bw = 7 89.2 in the Contract Documents and are only to determine confoml with infmnstion �h given in Contract Documents and compatibility with design cottoopt of compieted 0 project as a functioning whole as indicated in the Contract Documents. CONTRACTOR is,and ENGINEER is NOT responsible for all nutters miatvg to .0o fabrication,shippir&hart ling,doratge,assembly,itrstaUatiou,cottistruchon(including �O Bw = 186.2 4' (MAX) TIMBER WALL all safety aspects of performing the Work)and for coordinating the Work. BONESTR00,ROSENE, E &ASSOCIATES,INC By: Date /of, COPYRIGHT (c) 2006 BY CIVIL SOLUTIONS GROUP, LLC, Designea By: Project: Registration No: 1 hereby certify that th- pion specification, or report was CIVIL SOLUTIONS GROUP, LLC No. Dote Revision By 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 MRJ GAGE RESIDENCE 25493 prepared by me or er my direct supervision and that Scale: ORONO, MN am d y Licens f sional Engineer under the laws BLOOMINGTON, MN 55431 Prafect No: of the to a of nn PHONE: (952) 294-4755 I' = 20' Title: 06-189 \ FAX: (952) 294-4595 Date: SITE PLAN Drowmg Na: SI,NoV MIKE@CIVILSOLUTIONSGROUP.COM 05 MAY 06 I Date: Micnoei r GENERAL NOTES: 1. THE WALL IS TO BE CONSTRUCTED USING 4" X 6" X 8' TREATED FACE OF WALL TIMBERS AND 10" GALVANIZED STEEL SPIKES. 2, THE TIE BACKS SHALL BEGIN APPROXIMATELY 4' FROM ENDS OR CORNERS AND AT 8' O.0 (MAX) THEREAFTER. 2.67' 1 4 SPIKES ARE REQUIRED FOR EVERY 8' TIMBER (2' O.C., 12" FROM U L � 8 JOINTS AND ENDS OF TIMBERS). 5 SPIKES ARE REQUIRED WHEN EITHER ABOVE ANCHORS OR IN CORNERS. 6 SPIKES ARE REQUIRED WHEN BOTH ABOVE ANCHOR AND IN CORNER. 10" GALV STEEL SPIKE 7' 4. TWO SPIKES ARE REQUIRED AT EACH TIE BACK/WALL CONNECTION. 8' 5. USE 2 SPIKES TO SECURE ALL ANCHOR CONNECTIONS BEHIND WALL. 8' o.c. 6. A MINIMUM EMBEDMENT OF 12" IS REQUIRED. 7. USE SELECT GRANULAR BACKFILL AS IN THE REINFORCED ZONE AS SHOWN. COMPACT SAND BACKFILL AND ALL OTHER MATERIAL PLACED PLACED WITHIN THE SLOPE TO A MINIMUM OF 95% OF STANDARD (NOT TO SCALE) PROCTOR DENSITY. APPROVED APPROVEDASNOTED 2'67 _] 8 REVISE AND RESUBMIT Q NOTAPPROVED �L I ENGINEER'S review and approval of this submittal are expressly limited as provided 8" LOW PERMEABLE SOIL in the Contract Documents and aro only to determine conformance with information 7' given in Contract Documents and compatibility with design concept of completed 8' project as a functioning whole as indicated in the Contract Documents. CONTRACTOR is,and ENGINEER is NOT responsible for all matters relating to fabrication,shipping•handling,storage,assembly,installatiaa,construction(including 2 (MAX) all safety aWmts of performing the Work)and for coordinating the Work TOP VIEW - TIE BACKS 1 Bt?AIESTR00,ROSENF AND &ASSOCIATES,INC (NOT TO SCALE) RETAINED SOIL B Date: S 6 SAND BACKFILL —� 4" X 6" TREATED TIMBERS 8' TIE BACK x ANCHOR 4' FINISHED GRADE 7' TIE BACK 12- (MIN) APPROXIMATE LIMITS � I OF EXCAVATION I E 7 i 4" DIA CORRUGATED PERFORATED I , PVC DRAINTILE WITH SOCK. L 1 –0" (MIN) DAYLIGHT @ END OF WALL. STEEL SPIKE LOW PERMEABLE SOIL i 6" 6" UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD �– I II TYPICAL TIMBER WALL SECTION TYPICAL CORNER DETAIL FRONT VIEW - ANCHORS (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) COPYRIGHT (c) 2006 BY CIVIL SOLUTIONS GROUP, LLC. CIVIL SOLUTIONS GROUP, LLC No, Date Revision By Designed By: Project: Registrctlon No: hereby certify that this plan soecificotion, or report was MRJ GAGE RESIDENCE 25493 prepared by e or under my direct supervision and that 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 I am duly Lic nse crofessio Engineer under the laws BLOOMINGTON, MN 55431 Scale: ORONO, MN Project Na: of the State f M n a. PHONE: (952) 294-4755 I NTS Title: 06-189 FAX: (952) 294-4595 � Date: WALL SECTION AND DETAILS Drawing Na: Sl--tlae 2 Date: MIKE@CIVILSOLUTIONSGROUP.COM 05 MAY 06 Micnael R. Joh on, P.E. NOTE: 1. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. THE SURVEY WAS COMPLETED BY SRS COUNTOURS ON 4/29/06. EL - 211.13 - - - - - - - - - - - - EL - 210.68 O� = 212.04 P�\C1 1 + = +EL = 210.71 ^ EL 207.46 TREE EL - 216.21 r EL = .04 EL = 210.13 2--- Ob DRAIN L - 208.97 TREE �� GTCH BASIN GTCH - L - 200.800.8 2 2 0 2.50 F 188. 200.46 O +BW _ 196.46 o, �O h 3w = 1901 0 ORONO COPY 00 5 P� \' cn G CITY OF ORONO Bw - 189.2 �J x SITE PLAN X GRADING PLAN o 9 APPROVED -rLecuTAv'i kLj- p ❑ APPROVED WITH REVISIONS O Bw - 186.ZZ 4' (MAX) TIMBER WALL ❑ DISAPP IE, ►�°� ®Y ► Teri e.J DATE 5 -I o-ob s COPYRIGHT (c) 2006 BY CIVIL SOLUTIONS GROUP, LLC. CIVIL SOLUTIONS GROUP, LLC Designed By: Project: Registration Nc y y p p p No. Date Reviswn 6Y MRJ i hereby certify that th Ion s ecification, or report was GAGE RESIDENCE 25493 prepared dy me or er my direci supervision and that 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 am d y Llcens f sional Engineer under the laws BLOOMINGTON, MN 55431 scale: ORONO, MN Project No: of the tae of o PHONE: (952) 294-4755 1, - 20' 06-189 Title: FAX: (952) 294-4595 Date: SITE PLAN Drawing No: C' 0(w MIKE@CIVILSOLUTIONSGROUP.COM 05 MAY 06 I Date: Micnoel �. nson, P.E. GENERAL NOTES: 1. THE WALL IS TO BE CONSTRUCTED USING 4" X 6" X 8' TREATED FACE OF WALL TIMBERS AND 10" GALVANIZED STEEL SPIKES. 2. THE TIE BACKS SHALL BEGIN APPROXIMATELY 4' FROM ENDS OR CORNERS AND AT 8' O.0 (MAX) THEREAFTER. J � 8' 3. 4 SPIKES ARE REQUIRED FOR EVERY 8' TIMBER (2' O.C., 12" FROM U U JOINTS AND ENDS OF TIMBERS). 5 SPIKES ARE REQUIRED WHEN EITHER ABOVE ANCHORS OR IN CORNERS. 6 SPIKES ARE REQUIRED WHEN BOTH ABOVE ANCHOR AND IN CORNER. 10" GALV STEEL SPIKE 7' 4. TWO SPIKES ARE REQUIRED AT EACH TIE BACK/WALL CONNECTION. 8' 5. USE 2 SPIKES TO SECURE ALL ANCHOR CONNECTIONS BEHIND WALL. 8' O.C. 6. A MINIMUM EMBEDMENT OF 12" IS REQUIRED. 7. USE SELECT GRANULAR BACKFILL AS IN THE REINFORCED ZONE AS SHOWN. COMPACT SAND BACKFILL AND ALL OTHER MATERIAL PLACED T PLACED WITHIN THE SLOPE TO A MINIMUM OF 95% OF STANDARD (NOT TO SCALE) 1 PROCTOR DENSITY. 2.67' . ,11 8 8" LOW PERMEABLE SOIL 7'8 2 (MAX) TOP VIEW - TIE BACKS SAND BACKFILL (NOT TO SCALE) RETAINED SOIL ; , , 4" X 6" TREATED TIMBERS ) 8' TIE BACK x a IT i ANCHOR 4" a � FINISHED GRADE � I s 7' TIE BACK 12" (MIN)—moi 9 I , APPROXIMATE LIMITS OF EXCAVATION 1- - 4" DIA CORRUGATED PERFORATED PVC DRAINTILE WITH SOCK. 1'-0- (MIN) DAYLIGHT 0 ENO OF WALL. I - STEEL SPIKE I + ► LOW PERMEABLE SOIL 6" 6" UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD t I I TYPICAL TIMBER WALL SECTION TYPICAL CORNER DETAIL FRONT VIEW - ANCHORS (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) COPYRIGHT (c) 2006 BY CIVIL SOLUTIONS GROUP, LLC. CIVIL SOLUTIONS GROUP, LLCNo. Dote Revision By Designed By: Project: Registration No: I hereby certify that this plan specification, or report was MRJ GAGE RESIDENCE 25493 prepared by a or under my direct supervision and that 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 ORONO, MN Project No: of thduly Lictate f e a seP rofessio Engineer under the laws BLOOMINGTON, MN 55431 Scale: PHONE: (952) 294-4755 NTS 06-189 FAX: (952) 294-4595 Date: Title: WALL SECTION AND DETAILS Drawing No: •-1 o �� b MIKE@CIVILSOLUTIONSGROUP.COM 05 MAY 06 ^1 Date: L Michael R. Joh on,1P.E.