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HomeMy WebLinkAbout2013-00502 - retaining wall CITY OF ORONO ZMMUMM 2750 KELLEY PARKWAY * z 0 1 P P1 5 z DATE ISSUED: D: 08/08/22 013 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 REPRINTED ON 8/8/2013 ADDRESS 4731 NORTH SHORE DR PIN 07-117-23-32-0067 LEGAL DESC BERGQUIST&WICKLUNDS PARK \ � LOT MB BLOCK 5 PERMIT TYPE ACCESSORY STRUCTURE \ PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE RETAINING WALL>4 FEET VALUATION : $ 5,000.00 NOTE: REPLACEMENT OF RETAINING WALLS-IN-KIND APPLICANT PERMIT FEE SCHEDULE 118.00 Colson Custom Homes 216 WATER STREET STATE SURCHARGE(VALUATION) 2.50 EXCELSIOR,MN 55331- TOTAL 120.50 PAID WITH CC# 7934 OWNER Colson Custom Homes 216 WATER STREET EXCELSIOR,MN 55331- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. ` The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Perrnitee Signature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF ORONO * a 1 3 -HM 5 0 2 2750 KELLEY PARKWAY 1) STI ISSUED: 08/07/2013 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS 4731 NORTH SHORE DR PIN : 07-117-23-32-0067 LEGAL DESC BERGQUIST&WICKLUNDS PARK LOT MB BLOCK 5 PERMIT TYPE ADDITION/REMODEL/REPAIR PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION $ 5,000.00 NOTE: REPLACEMENT OF WALLS-IN-KIND APPLICANT PERMIT FEE SCHEDULE 118.00 Colson Custom Homes STATE SURCHARGE(VALUATION) 2.50 216 WATER STREET TOTAL 120.50 EXCELSIOR,MN 55331- PAID WITH CC# 7934 OWNER Colson Custom Homes 216 WATER STREET EXCELSIOR,MN 55331- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of law d ordinances governing this type of work shall be compied with whet r r not specified herein.This permit will expire and beco ull vo if construction authorized is not commence 18 ays the date of issuan or if construction is suspen f pe of 1 days at a after work has commenced. Th ppl', nt is nsib f uring all required inspections are requ in cith the State Building Code.This permit may be r ed at y.t' L Ap.Want PVFrnitee Signature Date Issue YS ignature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �0 Mailing Address: PO Box 66 Permit number: —� Crystal Bay, MN 55323-0066 Date received: �7�3—/ '1 I� Street Address:' Received by: 2750 Kelley Parkway Plan review fee: --70 ` stio Orono, MN 55356 dU 3— Q/ Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: gg� Job Site Address: 3l Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No /f yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus se rvi will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: State License# Expiration Date: Phone: (cell) (office) Mailing Address: City: ZIP: Contact Person: Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: PROPERTY OWNERJPJFQRMAT�N: Name: 9 5 ,� d/sAq- it /'�0,1,t c-'S Phone (day): Address: ir✓ City: - L ec y pc- ZIP: 5s-3 3 Email and/or Fax p Cp g,z .p--t Al©Me . Co,--t ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: ZI P: Email and/or Fax: PROJECT INFORMATION: Description of project: 2 w 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal & Water Supply ❑ New Construction ❑ Single Family with ❑ Residence ❑Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may also require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.org ,n,/n Estimated Construction Valuation (excluding land) $ S(fx r STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length (ft.)= Number of bedrooms= ❑Wood/Frame b.Width (ft.)= Number of garage stalls: ❑ Masonry Areas in square feet Attached = ❑ Metal ❑ Pole Bldg. c. Basement= Detached= ❑ ICF d. 1s`Story = ❑ On-site Prefab e.2nd Story= ❑ Off-site Prefab f. '/2 Story = ❑ Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Permit Application ❑ ❑ Proposed Building Plans ❑ ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ ❑ Survey(meeting all requirements) ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation(s) ❑ ❑ Septic System Site Evaluation Report ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Improvement Plan ❑ ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion the as-b 'It survey and all site improvements. Applicant's Signature: Date: Owner's Signature: Date: l - - PLAN REVIEW EC LI I ST FOR NEw,STRUCTURES B A ®ITO®NS Address/Permit Number: Description of work- NN h Ah Septic review by: I V A date Approved, Zoning review by: Cate Approved: Eluiiding review by: Date Approved: "1 Z .Z Grading review by: Tate Approved: ° Zoning District: Zoning File#: " Reso#: Reso Cate: Zoning:,Lot Area: SF/AC Width: Lot Coverage: SF Survey Submitted: Yes ® No Date of Survey: Revised dated?): Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W` ) N " S E W } Other Buildings Wetland Side Side Defined Height: . Peak Height: FFE:" FFE minus'O feet (Existing Contour), Perimeter(linear feet) SO%o= #of Stories ®k? ®YES FOR A BUILDING WITH A BASEMENT OR CRAWL BPACE: The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: START WITH proposed floor(of the basement or craw] space)and the highest point of the roof. The distance between the top of slab and; START WITH the highest point of the roof, tf iron have a... If you have a... GABLE OR HIPPED ROOF.(n0 . GABLE OR HIPPED ROOF(no windows): Subtract half the windows}: Subtract helf the distance; distance botweerr.the highest paint between the highest point of the root; ofthe roof tothe',low,potnt of the SUBTRACTION corresponding gable or hipped roofto.the IoW point of theoorresponding;l . SUBTRACTION gable or hipped roof (BASED ON ROOF GABLE OR HIPPED ROOF(with (BASED ON GABLE OR HIPPED ROOF"(with TYPE) windowsj, Subtracthatfthe ROOF TYPE) windows): Subtract half the d steno distance between the top of the between the of the highest highest window,and the highest, window and the highest point of the mint of the roof roof • ALL OTHER ROOF TYPES(flat a ALL OTHER ROOF TYPES(flat, nlanBard 8tC):No subtraction. mansard etc):"No subtradtion. j ADDITION Add the distance between the tarp of slab , Subtract the dfsfance tsetween the SUBTRACTION ON and the highest existing grade"adjacent to (BASED ON EXISTING basement/crawl space floor and the EXISTING the foundation. GRADES) highest-wdsting grade adjacent to the GRgDES, foundation OR 10 feet(whichever is toss). EQUAt.S Defined budding height EQUALS Defined bultding height Shoreland District AdIC Permit R - lved, Avera b Lakeshore,Setback Met? Sluff a Yes P No D N/A ® Yes 0 No Yes ® No. 0, Yes. 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Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us From: Jesse Struve Sent: Tuesday, June 18, 2013 2:53 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130618 4731 North Shore Dr - 2013-00502 Melanie, I have reviewed the permit application for the proposed retaining walls at 4731 North Shore Dr and have the following comments: 1. It appears the applicant is not replacing the retaining walls in kind, but altering the existing wall configuration to allow for an area to walk down. I was out on the site, but do not recall a retaining wall which angles up between the two wall locations. I only remember two tiers of walls and not an angled wall as being proposed. 2. The new survey should show proposed grading. It appears there will be additional grading between the walls which is not being shown. 3. The wall will have an exposed face of 7' which would need to be screened. The applicant should show proposed planting to screen the wall from the lake. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616 - Fax www.ci.orono.mn.us i Melanie Curtis From: Melanie Curtis xz Sent: Tuesday, June 18, 2013 3:15 PM To: rodney@colsoncustomhomes.com Cc: 'louis@colsoncustomhomes.com'; Brian McCullough Subject: FW: 20130618 4731 North Shore Dr-2013-00502 Rodney Please see the comments on your retaining wall permit below from the City's engineer, Jesse Struve. It appears that we need some additional information in order to assure the walls are replacement walls and not new walls. Also, please provide a planting plan to demonstrate how the up to 7-foot walls will be screened from the lake. Finally, I thought it would be a good time to remind you about the condition of approval (for your variance &CO) regarding the bluff vegetation. The approval resolution required an analysis of the bluff vegetation by a"qualified third party". The language from the resolution is as follows: "The Developer will provide an analysis of the vegetative stability of the bluff performed by a qualified third party, and agrees to comply with recommended bluff stabilization measures as necessary prior to the issuance of the Certificate of Occupancy. " Melanie Melanie Curtis W 952.249.4627 X� mcurtis@ci.orono.mn.us From: Jesse Struve Sent: Tuesday, June 18, 2013 2:53 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130618 4731 North Shore Dr- 2013-00502 Melanie, I have reviewed the permit application for the proposed retaining walls at 4731 North Shore Dr and have the following comments: 1. It appears the applicant is not replacing the retaining walls in kind, but altering the existing wall configuration to allow for an area to walk down. I was out on the site, but do not recall a retaining wall which angles up between the two wall locations. I only remember two tiers of walls and not an angled wall as being proposed. 2. The new survey should show proposed grading. It appears there will be additional grading between the walls which is not being shown. 3. The wall will have an exposed face of 7'which would need to be screened. The applicant should show proposed planting to screen the wall from the lake. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us i Jesse Struve From: Jesse Struve Sent: Tuesday, June 18, 2013 2:53 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130618 4731 North Shore Dr-2013-00502 Melanie, I have reviewed the permit application for the proposed retaining walls at 4731 North Shore Dr and have the following comments: 1. It appears the applicant is not replacing the retaining walls in kind, but altering the existing wall configuration to allow for an area to walk down. I was out on the site, but do not recall a retaining wall which angles up between the two wall locations. I only remember two tiers of walls and not an angled wall as being proposed. 2. The new survey should show proposed grading. It appears there will be additional grading between the walls which is not being shown. 3. The wall will have an exposed face of 7' which would need to be screened. The applicant should show proposed planting to screen the wall from the lake. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us SPREADING JUNIPERS -GREEN PRINCE OF WALES � `j Juniperus horizontalis `Prince of Wales' �X Height: 6" Spread: 4-6' kyr• Location: Zone 3, full sun '`4 ' Notes: g evergreen Popular ever round cover, p g prized for its beautiful plum colored winter foliage. Perfect for rock gardens, bank cover, or large mass plantings. Very hardy. SAVIN Juniperus sabina Height: 2-3' Spread: 3-5' �I V Location: Zone 3, full sun ' Notes: Upright, semi vase-shaped form with dark green foliage. Compact growth makes this an excellent choice for the foundation planting. Adapts easily to most sites. SCANDIA �� Juniperus sabina `Scandia' Height: 12-18" Spread: 6-8' Location: Zone 3, full sun Notes: Gracefully spreading densely branched47 , ' groundcover useful for border or rock garden ac- cent. Very durable in the landscape; holds its bright green color well through winter. RECEIVED JUL 17 2013 CITY OF ORONO BLACK HILLS SPRUCE Picea glauca densata Height: 25-35' Spread: 20-30' Location: Zone 3, full sun Shape: Pyramidal, upright Foliage: Bright to dark green needles Notes: Desirable, dense symmetrical cone "`r shape to this evergreen conifer. Bright-green needles mature to an interesting blue-green. Shears easily. Useful as a specimen, hedge, or ' windbreak. Best in full sun, but tolerates light shade. w. Page 1 of 1 4 I I kFA V\ http://t0.gstatic.com/images?q=tbn:ANd9GcR467V QUm4ae-Lv5 gSkOh7Rkxuj 9yDNlrsA... 7/17/2013 SERVICEBERRY Amelanchier RAINBOW PILLAR Height: 15-20' Spread: 8-10' t Location: Zone 4, sun, adaptable to many sites Shape: Upright Foliage: Green, brilliant orange in fall J Notes: Blooms in spring with lovely white flowers. Provides year-round interest in the landscape, as well as producing edible fruits. REGENT Height: 4-6' Spread: 4-8' Location: Zone 2, sun to part shade, drought . . tolerant Shape: Upright, mounded Foliage: Gray-green, yellow to red in fall + r Notes: Large white flowers. The dark purple to black fruit is sweet and good for vsT eating and making jelly. Xeriscape plant. p. STANDING OVATION Height: 15' Spread: 4' Location: Zone 2, sun to part shade ` Shape: Upright ( / �0 Foliage: Soft green, red & orange in fall Notes: Foliage opens coppery red turning soft green in summer, richly colored red and or- �7�• ange in autumn. Smothered with white flowers on upright racemes in May. SUMAC Rhus CUTLEAF STAGHORN Height: 8-12' Spread: 12-15' Location: Zone 3, sun to part shade, versatile Shape: Wide spreading yN<. Foliage: Bright green, orange to red in fall _.x Notes: Intense orange, yellow and scarlet fall coloring on the deeply cut, fern-like foliage. Intriguing winter silhouette created by the upright, multi-stemmed habit. Excellent specimen tree. 4 GRO-LOW FRAGRANT Height: 2-2.5' Spread: 6-8' Location: Zone 3, sun to part shade � Shape: Low spreading Foliage: Green, scarlet in fall Notes: Excellent for mass beds and bank control, this low growing Sumac has fragrant ,. small yellow flowers in spring followed by velvety red fruit. The fall foliage is spectacular. s M, . 0 SCHIMNOWSKI ENGINEERS CRITERIUM-SCHIMNOWSKLENGINEthg 161 DUNBAR WAY MAHTOMEDI,MN 55115 `~ TEL 651779-7700 FAX 651779-7114 www.criterium-schimnowski.com June 10,2013 Louis Colson Colson Custom Homes,LLC 18001 Highway 7 ORONO Minnetonka,MN 55345 COPY RE: Boulder Retaining Wall Typical Section 4731 North Shore Drive Orono,Minnesota Project No. 13-0921 Dear Mr. Colson: This letter is being sent to discuss our typical engineered section for the proposed boulder retaining walls at the 4731 North Shore Drive project in Orono,Minnesota. This design is based on a Proposed Site Plan dated June 4,2013. The proposed boulder retaining walls will be replacing existing timber walls near the shoreline of the property. The proposed walls will be in a tiered configuration with a sloped area between them. The walls will vary in exposed height from about 8 feet to 1 foot. A minimum wall batter/setback of 18°(-3 inches/vertical foot) should be used. The walls should also be embedded(buried below grade)a minimum of 6 inches. Slopes as noted below will be present at the top and bottom of the walls. No groundwater or other surcharge loads have been designed for the wall. Protect the base of the walls from erosion with riprap if lake levels will reach that elevation. If site conditions vary from what is shown on the Typical Section,please call me to discuss other options. If smaller boulders than those shown on the attached Boulder Schedule are to be used, additional wall batter/setback or soil reinforcement may be needed. Refer to industry standard practice references for installation information,specifications,and details. - Boulders shall be placed to avoid continuous joint planes in vertical or lateral directions. - Each boulder shall bear on two or more rocks below it with good flat-to-flat contact. - Compact any structural fill place behind the drainage zone to 95% standard proctor. - Install woven landscape fabric behind the boulders to limit soil migration through the wall face. - Drainage stone,if utilized,shall consist of clean 3/4" to 1.5"crushed stone The design of the wall system assumes the following: - Soil conditions: Sandy Silt/Clay,friction angle=30.0 degrees, unit weight of 120.0 lb/ft3 LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAVCOMMERCIAL RETAINING WALL DESIGN&EVALUATIONS 4731 North Shore Drive,Orono,Minnesota June 10,2013 Page 2 of 3 - Allowable soil bearing capacity=2,000 psf - No surcharge loading behind walls - Slope at bottom of wall= 10:1; Slope at top= 3:1 - Minimum embedment depth=6" - Boulder Type: 12"-42" Direct surface drainage away from the walls. The wall design was performed using the design guidelines presented in the third edition of the"Design Manual for Segmental Retaining Walls"(DMSRW) published by NCMA in 2009. If soil conditions,proposed wall layouts,or other design parameters vary from that assumed, a revised analysis may be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, Paul Schimnowski,PE CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 4731•North Shore Drive, Orono,Minnesota June 10,2013 Page 3 of 3 DESIGN PARAMETERS AND PROVISIONS 1.REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS. 2.SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEQUENCE AND INSTALLATION NOTES. 3.NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF CRITERIUM-SCHIMNOWSKI ENGINEERS. 4.OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY CRITERIUM IN WRITING OF ANY DISCREPANCIES OR CHANGES TO THE CONDITIONS SHOWN ON THESE DOCUMENTS. 5.REFER TO WALL ELEVATION NOTES FOR WALL SURCHARGE LOADINGS AND SLOPES AT TOP AND BOTTOM OF WALL(S). REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 6.FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALLS. 7.CRITERIUM ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND INTERPRETATIONS OF SUBSURFACE GROUNDWATER CONDITIONS. 8.THE OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR CONTACTING THE WALL DESIGN ENGINEER TO SCHEDULE A SITE VISIT PRIOR TO THE START OF BLOCK PLACEMENT. 9.THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE THIRD EDITION OF THE"DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" (DMSRW).PUBLISHED BY NCMA IN 2009. 10.THE DESIGN OF THIS RETAINING WALL WAS BASED UPON INFORMATION NOTED ON THE KEY PLAN. 11.THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE PROPOSED WALL(S)ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO HANDRAILS,GUARDRAILS,OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. 12.RESPONSIBILITY FOR GLOBAL/SLOPE STABILITY RESTS WITH THE SITE CIVIL OR GEOTECHNICAL ENGINEER. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 NUMBER OF BOULDER COURSES WILL VARY AS NEEDED 18 TO 23 DEGREE SCHEDULE OF REQUIRED SETBACK, TYP. I IMPERVIOUS FILL BOULDER SIZES 12" DEEP EXPOSED WALL BOULDER DEPTH, TOP BOULDERS, TYP. HEIGHT MIN. (12" TO 18" BOULDERS 4' 28' ALLOWED FOR FINAL GRADE 5' 32' ADJUSTMENTS) 6' 36' MID—LEVEL BOULDERS, TYP. 12" THICK SELECT GRANULAR 8' 42' SAND OR DRAINAGE AGGREGATE SEE BOULDER SIZE SCHEDULE (OPTIONAL) FOR MORE INFORMATION 8• MAX. — — BASE BOULDERS = — WALL BACKFILL COMPACTED 95% HEAVY WOVEN GEOTEXTILE OF MAXIMUM STANDARD PROCTOR BOULDER ��� FILTER FABRIC DENSITY DEPTH BEHIND BOULDERS WALL EMBEDMENT = 6' MIN, _ III= =III�� �� ��' ���t�t�ll'1f,'!• SCk/ r UNDISTURBED I_I I ( I IF 1I I 1—, 4" DIA. DRAIN PIPE F iSE(1 �� S3t d ! OUTLET ® END OF WALL .� SOIL s`t�/3ttVEc� � GRANULAR LEVELING PAD OR @ 40' CENTERS MAX °• 4412s; tip'•• MIN. 6" THICK (OPTIONAL) REQUIRED BEARING CAPACITY = 2000 PSF �s�� '•• '�:�� �? TYPICAL SECTION - 8' BOULDER RETAINING WALL (HEIGHT VARIES) SCALE: NONE Designed By, PROJECT NAME/ Date: PDS LOCATION; 4731 NORTH SHORE DRIVE / ❑R❑N❑, MN 6/10/2013 Checked By. CLIENT: COLSON CUSTOM HOMES,LLC Project No+ PDS CRITERIUM-SCHIMNOWSKI ENGINEERS 18001 HIGHWAY 7 13-0921 161 DUNBAR WAY PHONE:651.779.7700 Scale: MAHTOMEDI,MN 55115 FAX:651.779.7114 MINNETONKA,MN 55345 Drawing Name: AS NOTED pschimno@criterium-schimnowski.com PHONE: 612-275-9734 BOULDER WALL SECTION V/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.aOl COMPLETED ADDRESS 1-123z /Slarz`�► cSll�roe ��' OWNER TELEPHONE NO. CONTRACTOR > DESCRIPTION W ❑ FOOTING El PLUMBING FINAL ❑ EXCAV/GRADING/FILLING W ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKES HORE/WETLANDS Q ID FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: oz W 0 cc �7�d'� , ,�e,•,,,��' - a�2GYd - Gb��� h W 2 Q 2 W W cc j GW ❑WORK SATISFACTORY:PROCEED COMPLETE cc F-1CORRECTWORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. [�_ PHOTOTAKEN INSPECTOR WILL RETURN (7 CITATION ISSUED ❑ STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME Ll CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. Qb 6 Z COMPLETED ADDRESS �f 7.3/ &a OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION R •w ���� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ElPLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT FINAL ❑ WATER HOOK-UP c_--Q-FOLLOW-UP _ ❑ AS BUILT-SURVEY ElSEWER HOOK-UP LI HARD COVER REMOVAL i ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W acc cc W — cc Q z W z cc a LU E)WORK SATISFACTORY:PROCEED OJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Ci BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR E1 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice REMOVE TREE LOW GROW OOT 5 ERODED NO MOW SEED X 5 VIBURNUM - O m ` -n0 O m o m \ Z WOOD 5TE A5 NEEDED W 1 [KACK HILLS SPRUCE 7 CREEPING JUNIPER 5 !�rr^ GRA55 Y; � i= L 15 \ � { ` �X a SUMAC LOW GROW � tkW SEED 3-5 5ERVICE5ERRY CLUMPS ' 7 CREEPING JUNIPER 8 REED GRASS 6 UPRIGHT NARROW i CEDAR OR JUNIPER 3 VIBURNUM 5 STONE 5TEP5 50IL DISTURBANCE UNDER 3.5 Q B c. YD5 HARPxvER LE55 THAN 20 5.F. = To LOW GROW ENCROACHED 5TEP5 PEMOVED W MOW SWEED CLUMP 13A55w000 SREENS WALL Revision #: Planting Scale: Landscape Plan: Landscape Design by: e a cCULLOUGH T�" �• m:°• "`�"�""° 4731 Date: 7/17/2013 1/s" = 1' North Shore Drive "�•� �-1 7 �l Al 6Awe brc vc LANDSCAPE,INC. a:a"�.�;: ;.. p µ• The Gregory Group ORONO COPTIVOICE NO. 80653 d.b.a. F.B.NO. 1064-12 LOT SURVEYS COMPANY, INC. SCALE: 1" = 20' Established in 1962 i LAND SURVEYORS • Denotes Found Iron Monument REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA O Denotes Iron Monument 7601 73rd Avenue North (763)560-3093 0 Denotes Wood Hub Set for Minneapolis,Minnesota 55428 Fax No.560-3522 excavation only Surveyors Certificate x000.0 Denotes Existing Elevation 000.0 Denotes Proposed Elevation Basis for Proposed Site Plan For: \�\� -a*- Denotes Surface Drainage bearings is COLSON CUSTOM HOMES Denotes Existing Contours assumed Pole 1 i �� Denotes Proposed Contours Property located in Section 11 \k 7,Township 116,Range 23, 1 \ 'CCO• Proposed Boulder Wall bit ed Hennepin County,Minnesota 1 \1` 984. \\ 1 �`''\ � 9 .67 Property Address: 4731 North Shore Drive Overhead Wires N k\� �0�� Orono,Minnesota 1 1 y.�. ` m L=24!20 ` � �'� Sh Benchmark: Top Rim of City of Mound Manhole#392 \ v cr 1 W\ Po O Elevation=971.67 \ 01 1 R=15 00 \ i" 1 1 92,°25'24,1 ,\ ` do �� NOTE: Proposed grades are subject to results of soil tests. 1963.1 \`D bit ed �s Proposed building information must be checked with \ 1 1 1 1 / �w� bit -J approved building plan and development or grading 1 X79• plan before excavation and construction. Proposed grades shown on this survey are ) lv ` 70 interpolations of proposed contours from the ! �y bit p drainage,grading and/or development plans. 1 I \ A�6�, \� 964.34 NOTE: The relationship between proposed floor op//Spike I\ \ !y 9 elevations to be verified by builder. 97,82 / � •-\ t \ Q bit p/ l /// /l 'O ••1 \\ \� � wan 984.6/ 977.3 Proposed Top of Block main side house walls ! ^� ( \ '��' \ �� 6' a� 978.32 Proposed Top of Block at house entry 977.0 Proposed Garage Floor I \ T2s, �� oak 36 967.6 Proposed Lowest Floor(basement&lower garage) � �\ / ry\ \\ �O••- \� \ 6 Type of Building Frill Basement Walkout I o 1 1 1 \ . �\ 978.5 \ tip' ° a l 0 I o I� . 9a� 1 \ .�- c \ N \ City Of Orono 00 ` 1 , °y rop Spike \ �� 0 11 1 /� \ rya S, �\ / `.i 977.19 \ Planning&Zoning Plan fWA0W ><, oo Site Plan Review Date: Sp,*e ho I / / ^� 9i,+ r Proposed `I^ �e•. 75.9 961.$3 tPPROVED PROVED WITH F~VIS �CTS nota)� )01 I J,' ' /1 /( e•+\ � ^° \ II ��� /ti 0 DENc o\ 975.5 d'CD StNf 976.8 I To36+ opE \ ° l Bluff Line 169.0 r' _ ° garage floor 1 977.3 01 �o CITY t 0 Hatched Will to be removed � / / / ( / 11 Y / ' �.,pp° \ FAILING WALL TO / / / / I I Buildmg (Encroachment line 9672 >\OTE PPLW _ RADING PLAN BE REPLACED / / l / ete 20'Bluff setback o20 APP aVED W/BOULDERS � � / / Block / I / � lv �Top SP'steps ' APP D WITH REV( S 5TEP5 TO BE // I ( l ll \� / 000 1967.51 ❑ DI PROVED REMOVED/ / ( Metal Rad Line r0 BY .2 ' DAT ?/f 9.2 / o+ FAILING WALL TO 0 TW 96 .2 BE REMOVED �jJ W 964, Wood Tie Wall 8 tree 10 x well CAS NEEDED / ` 966.2 Proposed Hardcover SA9 9co`%, IM Lot area = l l,752.5q ft+ 1'91 `y: ��v� Building = 1,592 5q ft _��, �'9s8 96 .3 Exi5ting Driveway = 255 sq ft /601 `y �Q� 19 Proposed Driveway = 439 sq ft -9 6 5talrway to Lake = 2/6 sq ft walk Stoop* Walk = 42 5q ft 9s0 ��h Deck = l 67 sq ft Optional Patio = 150 sq ft oyTy .94F6 Landscape * Walls = 15 sq ft L eA�oy��.\\\\\ Egress Window Wall = 9 sq ft Stone Steps = 23 sq ft C>'o2cco��` Total = 2,906 sq ft RECEIVE GPTy \\ sF. Percentage 932.0 = 24.74% q� \\� � - 932. ` JUL 1 2013 C4� water Lot 6, and the northwesterly 10.00 feet of lot 5, Block 5, elevation ITY OF ORONO9278 BERQUIST& WICKLUND'S PARK, and that part of Lake �.F Street(to be vacated)lying between the southwesterly extensions of the northwesterly line of said Lot 6 and the The only easements shown are from plats of record or information southeasterly line of the northwesterly 10.00 of said Lot 5. provided by client. Hennepin County, Minnesota I certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed land riod Surveyor under the laws of the State of Minnesota Surveyed this 11 th day of October 2012. Rev. 6-4-13 proposed boulder walls iQb Rev 10-22-12 hardcover calculations Drawn By 10-23-12 House Location and Grades Signed 11-29-12 hardcover revisions File Name fit bw 6 5fbl06412inv80653.dw Gregory .P asch inn.Reg.No.24992 1-18-13 Bluff zone, 2-1-13 deck, patio P- - 9 _ _ Qtalro hnllcia tnn cniP P Pt/C � n t n ��_ ___,,,�......_