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4511 Ches Mar Dr rITY OF EAGAN WATER SERVICE PERMIT `3795 Pilot Knob Road PERMIT NO.: Eagan, MN 55122 DATE: Zoning: No. of Units: Owner: _ Address: Site Address: Plumber: Meter No.: Connection Charge: Size: - Account Deposit: Reader No.: Permit Fee: I agree to comply with the City of Eagan Surcharge: Ordinances. Misc. Charges: Total: By Date Paid: Date of Insp.: Insp.: CITY OF EAGAN 3795 Pilot Knob Road Eagan, MN 55122 N2 4683 PHONE: 454-8100 BUILDING PERMIT Receipt To be used for Est. Value Dote x_19_ Site Address Erect ❑ Occupancy Lot Block Sec/Sub. Alter ❑ Zoning Parcel # Repair ❑ Fire Zone Enlarge ❑ Type of Const. W Name Move ❑ # Stories z Address Demolish ❑ Front ft. o City Phone Grade ❑ Depth ft. Name Approvals Fees 0 u'j Address Assessment Permit _ ~ City Phone Water & Sew. Surcharge C Police Plan check °C Name F W Fire SAC UQ Address Eng. Water Conn. aW City Phone Planner Water Meter Council I hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable APC Total State of Minnesota Statutes and City of Eagan Ordinances. - Signature of Permittee A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official knelt # Do% Mwd Mrmittee Plumbing -Mechanical /Z// INSPECTIONS DATE INSP. Rough-in Find Footings Date we Imp. Foundation Ql1 _ -lI Plumbing - 7 Frame/ins. Mechanical - Final Remarks: CITY OF EAGAN 3795 Pilot Knob Road Eagan, Minnesota 55122 Phone: 454-8100 - - - PERMIT No. Date: 7/ 25/ 7 o Receipt No.: C 9! 3 Single ~r:i11 C.i1 6 :".dT LTiYs Residential Site Address: > 2 Ghe5 ::iar 1 Lot Block Sub/Sec. _ Multi Res., Comm./Ind. Name New/Alter./Repair Address 3816 Holyoke Lane C Cost of Installation - niiple Valley City Phone: Permit Fee Uenz-Ryan Name Surcharge a -;-k 14745 _:"outh ~ o 7 ai 1 Address C O City Phone: Total This Permit is issued on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official CITY OF EAGAN 3796 Pilot Knob Road Eagan, Minnesota 66122 Phone: 464-8100 - PERMIT No. 12 Date: Receipt No.: Single Site Address: Residential Lot Block Sub/Sec. _ Multi Res., Comm./Ind. Name New/Alter./Repair Address 1,1816 )iolyol; Cost of Installation City Phone: Permit Fee Fredrickson heating :c4 Name Surcharge Address 4030 Beau D' ku~, Drive - City Phone: Total This Permit i ssued on the express condition that all work shall be done in accordance with all applicable State of Minnesota utes and City of Eagan Ordinances. V Building Official CITY OF EAGAN =795 Pi&* Knob Rood Eagan, MN 55132 PHONE: 454.8100 BUILDING PERMIT Receipt # To be wed far Est. Value Date 19 Site Address Erect ❑ Occupancy Lot Block Sec/Sub. Alter ❑ Zoning Parcel # Repair ❑ Fire Zone Enlarge p Type of Const. W Name Move ❑ # Stories Z Address Demolish ❑ Length city Phone Grade p Depth Sq. Ft. a Name Approvals Fees uU Address Assessment Permit City Phone Water 8 Sew. Surcharge G Police Plan check ~Z Name Fire SAC 1, Address Eng. Water Conn. <W city Phone Planner Water Meter Council Rood Unit I hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable APC Total State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to. on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official Permit No. Permit Holder Misc. Permit No. Holder Plumbing H.V.A.C. Well Water Disp. Sewer Electric Inspection Date Insp. Other Footings _ Foundation Framing Rough Plbg. Rough HVAC Insulation Final Plb¢ Final HVAC Final Water Describe Location: Wall Sewer Pr. Dlep. CITY OF EAGAN Remarks Addition CHES MAR 1st ADDITION Lot 9 BIk 2 Parcel 10 17100 090'02 Owner i Street 4511 Ches Mar Drive State Eagan, MN 55123 ~ Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 1973 281.61 14.08 20 * SEWER LATERAL -,;7& -669~h 1977 3327.46 221.83 15 WATERMAIN WATER LATERAL g 3 1978 1178.98 78.60 15 1 inn 4o A006705 9-19-78 * WATER AREA 1977 * STORM SEW TRK 1977 * STORM SEW LAT 1977 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 25u.()U 9Z55 - - BUILDING PER. 6 8 3 - - SAC 500.00 9255 PARK CITY OF EAGAN N° 7 3 21 3745 Pilot Knob Read Eagan, MN 55123 + PHONE: 454-8100 BUILDING PERMIT Receipt To be ased for DECK Est. Value $1,700 Date June 7 _ 19 -12 Site Address 4511 Ches Mar Drive Erect N Occupancy R-3 Lot 9 Block 2 Sec/Sub. Chefs Mar lot Alter ❑ Zoning R-1 Parcel # 10 17100 090 02 Repair ❑ Fire Zone NA B]rr011 Miller Enlarge ❑ Type of Const. V a Nome Move ❑ # Stories zz Address 4511 Ches Mar Drive Demolish ❑ Length 28 city Eagan 55123 phone 452-6785 Grade ❑ Depth-2 Sq. Ft. °r Name Osrner Approvals Fees 0 o~ Address Assessment Permit 28.00 u~ Ci Phone Water 8 Sew. Surcharge 1.00 Police Plan check f W Name Fire SAC Address Eng. Water Conn. <W Ci Phone Planner Water Meter Council Road Unit I hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable $TO_11f1 State of Minnesota Statutes nd City of Eagan O`ry1 inances. APC Total Signature of Permittee`>~~- A Building Permit is issued to. ( on the express condition that all work shall be done in accordance with oll pl"cable Sfat Minn utes and City of Eagan Ordinances. Building Official - CITY OF EAGAN Include 2 sets of plans, 1 site plan w/elevations & BUILDING PERMIT APPLICATION 1 set of energy calculations. To Be Used For Valuation Date g~ Site Address ti J S ► I r kja-S j)Af C- OFFICE USE ONLY Lot ry Block Sec. Sub. 41k95 r.r O--~ I / Erect occupancy Parcel 10 G© ®(?C) CZ Alter Zoning Repair Fire Zone a Owner: S y r ,r,1 1 s L Enlarge Type of Const. Address: Move Stories ft. Demolish _ Front _ aS City/Zip Code: ci.q a. ,1 SS) c)-3 Grade _ Depth J ft. Phone 1 S! `o l cl APPROVALS FEES Contractor: S o w : s u v ne, Assessments Permit zow ?4ater/Sewer Surcharge Address: Police Plan Check City/Zip Code: Fire SAC Phone Eng. Water Conn. Planner _ Water Meter Council Road Unit Ar~h./E1zg.: 5 ,v e, s [~wr - Bldg. Off. :mess: APC City/Zip Code: cy Phone TOTAL a This request void 18 months from J"pS~ rJ 42 4/ / to Date of this Request 9, 6 7 8 6 5 1, as P-15icensed Electrical Contractor ❑ Owner, do hereby request inspection of the above electri, cal wiring installed at: Street Address or Route No. ~L~~ sd~~ l,~,~/,,1~ City Section Townshiippopp'-07 pQ 6a 2 VV ` Lt ang ~Countyr2jd- 43tD Which is occupied byL (Name of occupant) Is a roughin inspection required on this job? No ❑ Yes ❑ Ready Nosy ❑ Will Call' ❑ Power Supplie n i Addresses ElectricalContr6 r DRI K ELECTRIC Contractor's 435.2 (Company Name) Mailing Addressl 38 13 HIGH DRIVE BURNSVILLE GARY installation) Authorized Signature PhoneeNVJ2-5036 (Electrical contractor or Owner Making This Installation) NAM 2®AR D Opu This i tun request will not ti accepted the a State Board unless proper inspection fee is enclosed. Minnesota State Board of Electricity 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 .yd REQUEST FOR ELECTRICAL INSPECTION P 67865 CHECk DK-LO* WORK COVERED BY THIS REQUEST Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wved For Home ❑ ❑ ❑ Range ❑ Temporary Wiring Duplex ❑ ❑ ❑ Wat Heater ❑ Lighting Fixtures Apt. Bldg. ❑ ❑ ❑ Dry Electric Heating ❑ Commercial Bldg. ❑ ❑ ❑ Fu Silo Unloader ❑ ❑ Industrial Bldg. ❑ ❑ ❑ Av ' o i ' er Ql Bulk Milk Tank Lis[ List Farm 11 El 11 2 ere Others Other -C] ❑ ❑ Here Here COMPUTE INSPECTION FEE BELOW Service Entrance Size: # Fee Feeders&Subfeeders: # Fee -Circuits: Fee 0 to 100 Amps. 0 to 30 Amperes 0 to 30 Amperes 101 to 200 Amps. 31 to 100 Amperes LAbove 100 Amperes Above 200_Amps. Above 100 Amps. 100 Amps. Transformers Remote Control Circ. l or other fee Signs Special Inspection um fee $5.00 RemarksTOTAL FEE 1, the Electrical Inspector, hereby Atify that the above inspection has been made. (Rough-in) ( Date (Final) , Date This request void 18 months from Sf This request void 18 mont m \G~J~~ / o ~S-•3 80193 Date of this Request I, as Z Licensed Electrical ontractor ❑ Owner, do hereby request inspection of the above electri- cal wiring installed at: J/G Street Address or Route No. h~ y✓~! City ~atowc~ Section Township ge County Which is occupied byi .e C,4 (Name of Occupant) Is a roughin inspection required on this job? No ❑ Yes B' Ready Now ❑ Will Calljd Power Supplie4,&,&®®~~ APe L /t ce~ Address Electrical Contr quLl6dlfrK ELECTRIC Contractor's License No. (Company Name( Mailing Address BU I LLE 139I3 HIC-f iectrical D ~32503~ Authorized Contra for or owner Making This PhOne No. Signature GARY KENDRICK (Electrical contractor or Owner Making This Installatlon) S jj ~(J 'j ~ MAE OP This inspection request will not accepted cl the State Board unless proper inspection fee is enclosed. mmnesota state tsoaro OT tlectncity - 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUEST FOR ELECTRICAL INSPECTION P 80193 CHECK BELOW WORK COVERED BY THIS REQUEST Type of building New Add. Rep. Check Appliances Wired For Check Equipment Wired Fox Home 0 ❑ ❑ Range Temporary Wiring ❑ Duplex ❑ ❑ ❑ Water Heater ❑ Lighting Fixtures I~ Apt. Bldg. ❑ ❑ ❑ Dryer ❑ Electric Heating ❑ Commercial Bldg. ❑ ❑ ❑ Furnace 2 Silo Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Air Conditioner ❑ Bulk Milk Tank ❑ Farm ❑ ❑ ❑ List List Other C] ❑ E] Her~ers)} ) Herers COMPUTE INSPECTION FEE BELOW ss # Fee Service Entrance Size: # Fee Feeders f Mo 0 to 100 Amps. 0 to 3 E Amperes 101 to 200 Amps. 31 to 1 Am res Above 200Amps. Above mps AmpsTransformers r fee Si ns Special Ins ection $5.00 Remarks I, the Electrical Inspector, hereby certify t the ov it ~pection has been made. , t (Rough-in) Date l3 (Final) Date f IS- This request void 18 months from cT~Tr~-y 6TJ RESIDENTIAL -iR(O(Z BUILDING PERMIT APPLICATION 7 CITY OF EAGAN 1 ` 3830 PILOT KNOB RU, EAGA AGAN MN 55122 651-681.4675 New Construction Requirements Remodel/Repair Reauiremerds • 3 registered site surveys showing sq. ft of lot, sq. ft of house; and all roofed areas . 2 copies of plan (20% maximum lot coverage allowed) . 1 set of Energy Calculations for heated additions • 2 copies of plan showing beam & window saes; poured found design, etc,) . 1 site survey for exterior additions & decks • 1 set of Energy Calculations . Indicate if home served by septic system for additions 3 copies of Tree Preservation Plan if lot Matted after MW • Rim Joist Detail Options selection sheet (bldgs with 3 or less units) DATEVALUATION 17 t V •09 SITE AD'D(RR~ pp ~ MULTI-FAMILY BLDG _Y N TYPE OF VY + iI?A FIREPLACE(S), _ 0 X 1 _ 2 APPLICANT as 17A_ri 03r~Gd~~F,f CITY ufntS(/i~f STATE ZIP,?' STREET ADDRESS TELEPHONE # 7D,&6959 CELL PHONE # FAX # 5 Q>V-U° PROPERTY OWNER4'Vf'f71_? ./Vjlfef TELEPHONE#~~"1~67~~ COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Cade Category _ MINNESOTA RULES 7670 CATEGORY I _ MINNESOTA RULES 7672 5 (d submission type) . Residential Ventilation Category 1 Worksheet Submitted New Ei 11 M77 S• Energy Envelope Calculations Submitted U~I 1 AUG 2 2 2002 Plumbing Contractor: Phone # Plumbing system includes: _ Water Softener Lawn Sprinkler By .Fee. $90.00 _ Water Heater No. of R.I. Baths No. of Baths Mechanical Contractor: Phone # Mechanical system includes: Air Conditioning nee: $70.00 Heat Recovery System Sewer/Water Contractor. Phone # I hereby acknowledge that I have read this application, state that the information is correct; and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinanc Signature of Applicant OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4/02 CITY OF EAGAN .i 5795 Filof Knob Rood Eagan, M% 55122 N2 4683 PHONE: 454-8100 BUILDING PERMIT APPLICATION $42t000. Receipt 9255 To be used for Sf Mg. d Garg.Est. Value Date Mar. 8. lg 78 Site Address 4511 Ches Mar Dr. Erect Qt Occupancy -I Lot 9 Block 2 Sec/Sub. Ches Mar I Alter ❑ Zoning RI Parcel # 0 171nn nqu 02 Repair ❑ Fire Zone 3 Enlarge ❑ Type of Const. y z Name Byron Miller Move ❑ # Stories z Address Demolish ❑ Front f,R ft. 0 432-2082 Grade ❑ Depth 27 ft. Ci Phone o Name Ta11e€sen Bldrs ine Approvals Fees ~ Assessment Permit 190. In u< Address 1 3R7 F Holyoke LA Apple valley Water & Sew. Surcharge 91 _ no City Phone 454-6873 Police Plan check Name Fire SAC Son On f Address Eng. Water Conn. ?~SO 00 ¢w City Phone Planner Water Meter 60-00 Council I hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable APG Total ~0 State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to: T01le soft B1drS on the express condition that all work shall be done in acm nce wi all a i le State of,Minnesoto Statutes and City of Eagan Ordinances. Building Official ry c7 j°~683 PP Till ~P BUILDING PERMIT APPLICATION Include 2 sets of plans, 1 site plan w/elevations and 1 set of energy calculations. c/ I (F To be used for k' Valuation Site Address: Lot Block Sec./Sub. Parcel. Number y - Chu »1 _ /D 17fOD o 90 0 'V- Owner Telephone Address Contractor Telephoned"- /v X ~3 Address 1'3g16 ~d Arch./Eng. Telephone Address OFFICE USE Erect Occupancy Alter Zoning / Repair Fire Zone 1-17 Enlarge Type of Const. Move # of Stories nemolish Front 411, Grade Depth 7 ' OFFICE. USE Date of Approval & Initial FEES Assessment 7 Permit /9,0 Pater/Sewer Surchavge oZ ~ Police Plan !:heck Fire SAC ~o Eng. TTater Conn. Planner Water Meter fig i7 Council Bldg. Off. % A.P.C. TOTAL C e. T llefson Builders Inc. Or.10802 183-18A F. C. JACKSON I LAND SURVEYOR t( R[OIBTERED UNDER LAWS OF STATE OF NIMNEGOTA l jrQ LICENSED BY ORDINANCE OF CITY OF YINN[A'OUS 9616 EAST 66TH STREET 5§417 PA. 4 468+- r = l1-6 tf 727-3484 8urbgw's Ctrttfitate 10 I ~1 s6. , o N ri I 24• I tl o N I ~ ~ h IN I 7 a 7-71 \ O _ .36 41 spiky I T ~ HERESY CERTIFY THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY OF Lot 9,Block 2,Ches Mar First Addition, Dakota County,Minnesots. AS SURVEYED BY ME THIS lat_DAY OF March A.D. 1978 SIGNS F. C. ACKSON. MINN T REGISTRATION. NO. 34500 ~ ~ ~N•` ~ , ~ ~ y P/ 4 ~ /:1 % . yvy Vii/ 6 t/~`63 K7 Y°~~i . c l ,F3 f 'I ~c ;"i'1 PZ J [ ri t, ark. Phoris L-1,734-1187 14 P~i.~~i L7JCI~ tl , w c~ttrr~ ~rnZ~s~ L 9E, £ nC"%F~IC_7 0T' i0. t Ln g .Or-:; llnva'kC,n £A'i4B, ra r - T COM'YJ w I•I',TZ AL PM1 ~tq TOTAI, C!3' ~e .0P: Tn P(1 ~1~ -ti•3 r~ - - - TOTAL SQ6 1,-2, C. f , a^" ..CTS P.ATS'i TOTAL 3Q, I e'e G ~ LtlO ?.9 S, C O . - TYPE:/-.. r}"Co woo:> ~!f °r~>Zr'.\; `i: TYPB OP I Ui ATle~. Lr H M:0 n rT. ca TI'.ICF: VAV tct~ s' IP C7 MUL- TIOU ?n PLOOn" %A VALUT AUMAM!.'nJtD ULF M 07 PRF 3M) ETAL1_S A-BO'r OP1PCI U- 07 eP.r rot cm, nin r,~.~1.a~ r•`Elzg~'.,~ - fI9AE(z aI 07 m22 LOR AY.a. OT7T LiJLF'°J~,~,C.l i t ' u - Y iWill .-r:, ~ . . . Dr PAIL SQ. F rJ4( ` FT. --."nU' X"SQ.'POOTAGE, FT RCr^GRr^,IICS OY''.IIUCS L'-,':3S OP~11111(3,` VA r ( Fc7 oas. n ;i i ! C T u c 1...v..-.~~ ' gFCa.- ?Q d1 S G IL. llql 9 S`L id ro Y, t, f) 1. 7 Lc 0 -A J- yv ' (Sr rTr l-r ! r Q I OTALS ly ~ Ir L ~I~ 11 TOTAI BOORS O it 5 TOTALS CLILII•GJ 7r Ss:rT an rJ a_~.~.-.-....._....4,1,.,._..a 0-t~ ! TOTAIS Ir-sLCt2ux m •TAL ('I; .(A7 VAIJI: AV6RACr''„U„ - e' ' BzvIB1;B BY crrAl: •aAI:L AREA I ~ r ..IY F4 (•Jl i{iaA Aa .ry I M.II~~1 y\~FP~.:.` 4 ! t Fi ~ ~ Al fr unnC(1 vS~ wITI! rEn'n2 FI_~ nr,ouF GnAaLr t 7 i I - )1 , co..Ic LIa w/ 732,E I~ PfjeuL~ C,a: a I _ _ - - <!I ' , f a 111 171 , ,1 in U`~(y1 ~l TF ♦ Ih s ,1 t , T 1 i- clh, rr a , t,L t"f"Ylt~a LLZ' Jt I -~.,..o_~__a: w`-• II ~ _._..-.-_~~ftt .SAT I,._c~_ ~ fy ,?,q~.{ ~ - I,a If 17~ . lt, 9~IC- ` o f~ - ! - _.-_.___•__LA>_~A.~,a 0 1;~y JSG 4r f ~Ilit,^, ~I ! 4_ ~ C~ ,-f ITv ~I` I rl EI S }CF It'C of ,aR4G p ` ~ z I ~ ~ I ~~k iii 11y ~ )1 f ti?IMF T>r CI G M1 { P1 , )d i t F1 11Nflq n. 5~.~ . _y> 1` r, 11 !.".774 nr_.I. v__ C^P f~ /~r r olNr.r wnlvL- - I - tld jj ~l C-. fi al + P I W r? R~_LtiJ /{1-p, f -a - it t I f t P 4 F.r II~I(1,N~'1~- _ +__I0Tn 269-.C4+ 7- o U-i T-' R W P, c~ ~.L'~ r N S OL I T r ^ ! 1 > , _ y.- - n) ( I ! y r R F. n 1 G I r.) Fft 0 5 E ~ ; C, F NOD JI (r( a 717 t s1 I><I i / +I _~3 _ _ , - 7..,L, L` I l,.L 1 I ( 4 f~ ~ 1 r ~ 1 +.r _ I F....:L s3 I ~ 7 7~rI c In Sr " .r fu0s ®/pf~ + + _ Z",Dt2 PePAG3F - 14 l A/ f (OV r 7-1 AV" Ylr. x I FT c R Ik~ I j •a it a r \ ~ r t 1. r. i.:. L.,r _ - r I e n % K N r 1 rat. ql> ~if=-~ R 1 < r ~ _ , as ! ~ , ~ C"FL6va~:.: ~5~-.... lrt(s~5~ f_Z~R1G 4~tAU:,S ' f Use BLUE or BLACK Ink For Office Use J, City of EakanI Permit OS31 I I Permit Fee: (7~' 3830 Pilot Knob Road I I Eagan MN 55122 r^ I I ~i L:. i, EIVi"i.J 1 Date Received: I Phone: (651) 675-5675 1 I Fax: (651) 675-5694 MAR U 5 2012 1 Staff iZ 20* MECHANICAL PERMIT APPLICATION Date: Site Address: Tenant: ' Suite M RESIDENT / OWNER Name: '9'/ t^e" ✓~'Li`t'~-~- Phone: -Z.-7- -.9 -.9 Address / City / Zip: ` a 3 CONTRACTOR Name: 41 .7 d LL License 1 1+(D J? Address: Jr tt/ City: State: f~ Zip: ,J'~✓' Phone: ga 7 ~~j~~ ~~g Contact:,C 1 / p7enew Email: TYPE OF WORK New )L Replacement Additional Alteration Demolition Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. PERMIT TYPE RESIDENTIAL COMMERCIAL Furnace - New Construction Interior Improvement -?Sir Conditioner _ Install Piping _ Processed Air Exchanger _ Gas _ Exterior HVAC Unit Heat Pump _ Under / Above ground Tank C_ Install / _ Remove) When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: 60 $56x66 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) -513 $95.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $75.00 Underground tank installation/removal OR Contract Value $ x1% $55.00 Minimum (includes State Surcharge) Permit Fee - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee = $ Surcharge (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.ora I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x /S % Gam. /C Gte . r-L x Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: -Under Ground Rough In -Air Test `Gas Service Test -In-floor Heat -Final Exterior HVAC Screening Inspection i CITY OF EAGAN SEWER SERVICE PERMIT 3795 Pilot Knob Road PERMIT NO.: Eagan, MN 55122 DATE: Zoning: - No. of Units: - Owner: - - - Address: Site Address: Plumber: I agree to comply with the City of Eagan Connection Charge: Ordinances. Account Deposit: Permit Fee: Surcharge: Misc. Charges: - Date of Insp.: Total: Insp.:- _ _ Date Paid: - PERMIT City of Eagan Permit Type:Building Permit Number:EA117465 Date Issued:10/18/2013 Permit Category:ePermit Site Address: 4511 Ches Mar Dr Lot:9 Block: 2 Addition: Ches Mar 1st PID:10-17100-02-090 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Matt Czech Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Byron K Miller 4511 Ches Mar Dr Eagan MN 55122 Pineview Builders Inc 2201 Lexington Avenue N, Suite 100 Roseville MN 55113 (651) 489-3696 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA124421 Date Issued:07/01/2014 Permit Category:ePermit Site Address: 4511 Ches Mar Dr Lot:9 Block: 2 Addition: Ches Mar 1st PID:10-17100-02-090 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Byron K Miller 4511 Ches Mar Dr Eagan MN 55122 Pineview Builders Inc 2201 Lexington Avenue N, Suite 100 Roseville MN 55113 (651) 489-3696 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACInk/1 6d r For Office Use I :*''' City of Eaaall Permit#: Permit Fee: ��� 7L� 3830 Pilot Knob Road rC l` t Eagan MN 55122 .t 7E ';o Date Received: Phone: (651)675-5675 ` ` ,� � Fax: (651)675-5694 Staff: / 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: D Site Address tic/./ t'S /kat-- 'MC_ Unit# Nametem 6-\ 1.,1 Phone57) 9,5;7 gib/?S Resident/ iiiv Owner I Address/City/Zip: '.S'[ ( 9 G 4. Applicant is: Owner Contractor ` Description of work: " t� v 4 to, G Type of Work fi Construction Cost: �c) 96 MultiFamily Building: (Yes /NoJ t i Company: Contact: I i i Address: City: Contractor k State: Zip: Phone: Email: License#: Lead Certificate#: I If the project is exempt from lead certification, please explain why: /(1...%:.\\ i COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING I In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of i the information may be classified as non-public if you provide specific reasons that would permit the City to L__________ , ___ ___ conclude that the are trade secrets. .... ,_ CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. r X t/ r ' x ,dieApplicant's Pinteame APp lican :i•nature Page 1 of 3 /L Z- /( �� s plwiL 4'1)0 NOT WRITE BELOW THIS LINE ./ 7706.)6 SUB TYPES Foundation Fireplace Porch (3-Season) Exterior Alteration (Single Family) () Single Family Garage Porch (4-Season) Exterior Alteration(Multi) Multi Deck Porch (Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES New Interior Improvement Siding Demolish Building* Addition Move Building Reroof Demolish Interior Alteration Fire Repair Windows Demolish Foundation Replace Repair Egress Window Water Damage .. Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation _1( DE)e) Occupancy SRC — MCES System Plan Review Code Edition W)/1 Z&15 SAC Units (25%_ 100% >(3) Zoning ` -\ City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction V9 Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath Brick EFIS Insulation Windows Sheathing `P Retaining Wall: Footings K' Backfill( Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: ''Tt L4' /V? , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit& Surcharge Treatment Plant Copies TOTAL Page 2 of 3 /ycc LOT SURVEY CHECKLIST FOR RETAINING WALL BUILDING PERMIT APPLICATION Address: if J I 11 Mar )2Dr. / Applicant Name: 11{ /► l �-rJY1I j e i t 1;//ems `f DATE OF SURVEY: /0446 LATEST REVISION: **Permits required for Retaining Walls 4 feet high or greater. oz DOCUMENT STANDARDS ❑ ❑ • Registered Engineer signature and company X ❑ ❑ • Building Permit Applicant ❑ ❑ • Address ❑ A ❑ • Legal description ❑ 7 ❑ • Lot lines/Bearings&dimensions ❑ fd ❑ • North arrow and scale �' ❑ ❑ • Street name ,,12' ❑ ❑ • Show all easements of record and any City utilities within those easements ;3 ❑ ❑ • • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS ❑ ❑ • Property corners ❑ ..Z ❑ • Top of curb at the driveway and property line extensions(only if wall is within 30 ft.of curb) ❑ j2r ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ , ❑ • Waterways(pond, stream, etc.) ❑ ❑ • At the foundation of the building and/or nearest structure PONDING AREA(if applicable) ❑ ,ef ❑ • Easement line ❑ ,21 ❑ • NWL 0 ,21 ❑ • HWL ❑ jZ ❑ • Pond#designation ❑ 1( ❑ • Emergency Overflow Elevation ❑ ,1 ❑ • Pond/Wetland buffer delineation Y N3 • Shoreland Zoning Overlay District Y • Conservation Easements RETAINING WALL INFORMATION ®e' ❑ ❑ • Location of Retaining Wall on property g' ❑ ❑ • Top&bottom elevation at each end of wall and any change in elevation in between fd ❑ ❑ • Type of material(i.e. modular block, boul.- etc.) �1 ❑ ❑ • Directional drainage arrows with slo--/gradie % Reviewed By: �� .a Date I//&////‘' G:FORMS/Building Permit Application-Retaining Walls Rev.5-4-09 C.11-6111\)/� 0111/1111, REVIEWED By: Date: /7" Z " Eagan Building inspections Division B} DaLc 4/21/4 r) EAGAN ENGINEERING DEPT. SCALE 1"=8' open below Byron & Connie Miller Basemap 4511 Ches Mar Drive Eagan, MN 55123 STAGING AREA �C,v Werr- Luc,A1 J • HAUL ROAD VicIcerg Engineering 6.Consulting,LLC 14+41 Wage WoodaI' ry .c'A.ett rrait e,MN y5347-1509 rkone 9544-65-5z7z ram 55L .24..i 971 tvic6r3jevic6ryens.com Boulder Wall Calculations - 3-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Desitin Parameters: Page 1 of 2 Retained Soil Friction Angle, • sr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, R:= Odeg Foundation Soil Friction Angle, 44)sf:= 28deg Surcharge Load, qs 0 lbf S1 :_ 1• sr 451 = 18.667.deg Rock Unit Weight, 7r:= 150pcf ft2 3 Exposed Height, He:= 2.5ft Wall Embedment, Hb :_ .5ft Total Height, Hr:= He+ Hb Hr= 3ft Top of Wall Width, Wt:= 1ft Base of Wall Width, Wba:= 2ft a:= 83deg := 90deg — a = 7•deg v := tan(q)sf) v = 0.532 Calculate Wall Weight: Wl := .5•(Wba— Wt)•He•^yr•lft Wl = 187.5 lbf W2 := Wt.He•ryr•lft W2= 3751bf W3 := Hb•Wba•'ys•1 f W3 = 125 lbf Ww:= W1 + W2+W3 Ww= 687.5 lbf Active Earth Pressue Coefficient(Ka): Ka:_ )) (cos(�sr+ 10)2 2 Ka= 0.274 (cos( ))2•(cos(S1 — 1 + [(sin(�sr+ 81))•(sin(�sr— 3))] J [(cos(Sl — ))•(cos( — R))] Total Horizontal Force: wt Horizontal Force From Soil, Fah:= .5•-ys•Ka•Hr•Hr•cos(61 —0) 1ft Fah= 151 lbf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr•lft Fs= 0 Total Horizontal Force, Fh:= Fah+Fs Fh= 1511bf 2 Hw Frictional Resistance: Vertical Force From Soil, Fav:= .5•rys•Ka•Hr•Hr.sin(S1 — 'q))•1 f Fav= 31.21bf 1 Fu:= v•(Ww+ Fav) Fu= 382.1 lbf Factor of Safety, Base Sliding: 3 He FOS Sliding, FOSs:= Fu FOSs= 2.53 Fh Vb —Engineering 5clutAnns for an(Unstable Work/-- Vicker9 Engineering CY Con5uiting,LLC i++!'1Vitaig W4)04445 Drive,tcn Irabic { 55547-4509 y kora: 95Z-445-82,72 5-8272 i` 95.,1-42.6-197 is rvirlorgaxvickonjovcam Boulder Wall Calculations - 3-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Page 1 of 2 Calculate Overturning Moment: Driving Moment, Mo:= [o.5.ica -1s.Hr.HIr.cos( 1 —0•(111 +[qs.ia. r.(! )]HMo= 1511bf Calculate Resisting Moment: J Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above W1•(Wba— Wt)•(-2) Ml :_ M1 = 1251bf rr lft W2•L(Wba— Wt) + Wtl M2:= 2 J M2= 562.5 lbf (1ft) W2.( !) M3 := 2 J M3 = 3751bf lft Resisting Moment, Mr:= M1 + M2+ M3 Mr= 1062.5 lbf Factor of Safety, Overturning: FOS Overturning, FOSot:= Mr FOSot= 7.035 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Ennineer cinder the laws of the State of Minnesota. 4001.11111111...°— Ronald 1. Iickery, PE Registration Number: 24065 November 3, 2016 : n in ert 50krtions far onan-stableWork"' • Vicker9 Engineering&Consulting,LLC 14441 Village scat l rive ,eh 'Paine,MN 55347.1509 rkorte: 5 1-65-8Z7 MckergevielarNeng4orn. Boulder Wall Calculations - 4-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Design Parameters: Page 1 of 2 Retained Soil Friction Angle, 4sr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, R:= Odeg Foundation Soil Friction Angle, (I)sf:= 28deg Surcharge Load, qs := p lbf 81 := 3•izi)sr 81 = 18.667•deg Rock Unit Weight, ,yr:= 150pcf ft2 Exposed Height, He:= 3.5ft Wall Embedment, Hb :_ .5ft Total Height, Hr:= He+ Hb Hr= 4ft Top of Wall Width, Wt:= lft Base of Wall Width, Wba:= 2ft a:= 83deg 4' := 90deg — a 1= 7•deg v := tan(4sf) v = 0.532 Calculate Wall Weight: W1 := .5.(Wba– Wt)•He•ryr•lft W1 = 262.5 lbf W2 := Wt•Helfr•lft W2= 5251bf W3 := Hb.Wba•'ys•1 ft W3 = 1251bf Ww:= W1 + W2+W3 Ww= 912.5 lbf Active Earth Pressue Coefficient(Ka): (cos(cksr+4'))2 2 Ka= 0.274 (cos( ))2•(cos(S1 – )) 1 + [(sin(�sr+ 81))•(sin(�sr– 13))] J [(cos(81 –4'))•(cos(– – R))] Total Horizontal Force: wt Horizontal Force From Soil, Fah:= .5• js•Ka•Hr•Hr•cos(S1 — 1).lft Fah= 268.51bf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr.1ft Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 268.5 lbf 2 Hw: Frictional Resistance: Vertical Force From Soil, Fav:= .5 rys Ka•Hr•Hr•si.n(81 – 4)•1ftFav= 55.4lbf 1 Fu:= v•(Ww+ Fav) Fu= 514.71bf Factor of Safety, Base Sliding: 3 Hb FOS Sliding, FOSs:= Fu FOSs= 1.917 Fh -n neeii olotions car an Unstable World.:.- ickcry ngineering,&r Consulting,LLC \ \ 1+4+1 wage} as l riy.,:EA., rafrii,Mak.5534,E=15+09 '1 one, 952,-4454z72, 1' ,91z4-24-197, rvie6,73covicig,elvtosxam Boulder Wall Calculations - 4-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Page 1 of 2 Calculate Overturning Moment: / [ s.Ka.r-ir. J] Driving Moment, Mo:= [0.5•Ka•rys•Hr•Hr•cos(S1 —)),I 11 + Mo= 358 lbf Calculate Resisting Moment: ` JJ Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above W1•(Wba— Wt)•13 / M1 :_ M1 = 1751bf rr lft W2•L(Wba—Wt) + Wtl M2:= 2 J M2= 787.5 lbf (\1 ft) W2•IaJ M3 :_ ` 2 M3 = 5251bf lft Resisting Moment, Mr:= M1 + M2+ M3 Mr= 1487.5 lbf Factor of Safety. Overturning: FOS Overturning, FOSot:= Mr FOSot= 4.155 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Ennineer under the laws of the State of Minnesota. (0(Aro— tio— Ronald Iickery, PE Registration Number: 24065 November 3, 2016 nsrnccxrns biutr'cns far an Unstable j/(%, r/d-. ickerc� Engineering Et Consulting, 1 1 Village Woods Drive,Edden rrairre,MN y5347-1500 rkvnca 9 2.+65-x'272 rag ,.952 2.6-1971 raekerveivickergengcom Boulder Wall Calculations - 5-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Design Parameters: Page 1 Of 2 Retained Soil Friction Angle, 4:13•sr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, B:= Odeg Foundation Soil Friction Angle, 0-)sf:= 28deg Surcharge Load, qs := 0 lbf S1 := 2•ksr S1 = 18.667•deg Rock Unit Weight, ..yr:= 150pcf ft2 Exposed Height, He:= 4.5ft Wall Embedm ent, Hb:_ .5ft Total Height, Hr:= He+Hb Hr= 5 ft Top of Wall Width, Wt:= ift Base of Wall Width, Wba:= 2.5ft a:= 83deg := 90deg — a = 7.deg v := tan((isf) v = 0.532 Calculate Wall Weight: Wl := .5.(Wba— Wt)•He•-yr•lft WI = 506.25 lbf W2:= Wt•He•'yr•1f W2= 675 lbf W3 := Hb•Wba•'ys•1 ft W3 = 156.25 lbf Ww:= WI + W2+W3 Ww= 1337.5 lbf Active Earth Pressue Coefficient(Ka): (cos(epsr+ 10)2 Ka:_ 2 Ka= 0.274 [(sin( (cos( ))2(cos(S1 — )) 1 +11 4sr+ 61))•(sin(�sr— (3))] [(cos(sl —11)))•(cos(4— 13))] ] Total Horizontal Force: , Horizontal Force From Soil, Fah:_ .5•rys•Ka•Hr•Hr•cos(61 — ,)•1ft Fah= 419.5 lbf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr•1f Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 419.5 lbf 2 Fiv,. Frictional Resistance: Vertical Force From Soil, Fav:= .5•1s•Ka•Hr•Hr•sin(6i — j)•1ft Fav= 86.61bf 1 Fu:= v•(Ww+ Fav) Fu= 757.2 lbf Factor of Safety, Base Sliding: 3 H1), FOS Sliding, FOSs:= Fu FOSs= 1.805 Fh tgri crng5o/utions far .r t'ab/ec rld-- • t • ia‘ VickeT ngince ring& onsuItin&LLC 1+444 viilagc W0,<al rive,Ecteri t rains MN 133+ i 509 '1exncz 95. Z72 1aX, 912,4'26--1971? Boulder Wall Calculations - 5-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Page 1 of 2 Calculate Overturning Moment: Hr r Hrl Driving Moment, Mo:= 0.5•Ka•'ys•Hr•Hr•cos(151 — )•(--)1 3 +[ s.Ka.1ir. JjjgI 2Mo= 699.21bf Calculate Resisting Moment: Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above W1•(Wba— Wt)•(3� M1 := Ml = 506.251bf rr lft W2•L(Wba—Wt) + Wt1 M2:= 2 M2= 1350 lbf (ll ft) W2•( ! M3 :_ \ 2 J M3 = 843.8 lbf 1f Resisting Moment, Mr:= M1 + M2+M3 Mr= 2700 lbf Factor of Safety, Overturning: FOS Overturning, FOSot:= W FOSot= 3.861 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Enoineer tinder the laws of the State of Minnesota_ ,err Ronald I ickery, PE Registration Number: 24065 November 3, 2016 —Engsneenno5olutions for an Unstable WadS— • Vic n ineerin 6, ,onsultin&,LLC l+i •1villagc eac rice,Eden rrairic,MN 51347-15o rho.. 952.40 4272 r 2 r 952-n6,497 F rvickeTeNicitergertg.corn Boulder Wall Calculations - 6-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Design Parameters: Page 1 of 2 Retained Soil Friction Angle, 4:•sr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, 13:= Odeg Foundation Soil Friction Angle, (1)sf:= 28deg Surcharge Load, qs := 0 lbf 61 := 3•.sr S1 = 18.667-deg Rock Unit Weight, -yr:= 150pcf ft2 Exposed Height, He:= 5.5ft Wall Embedment, Hb := .5ft Total Height, Hr:= He+ Hb Hr= 6ft Top of Wall Width, Wt:= 1.5ft Base of Wall Width, Wba:= 2.5ft a:= 83deg := 90deg— a = 7-deg v := tan(44)sf) v = 0.532 Calculate Wall Weight: W1 :_ .5-(Wba— Wt)•He•-yr 1ft W1 = 412.5 lbf W2:= Wt•He•ryr•lft W2= 1.238 x 103 lbf W3 := Hb•Wbals•lft W3 = 156.25 lbf Ww:= W1 + W2+W3 Ww= 1806.3 lbf Active Earth Pressue Coefficient(Ka): (cos(cisr+ 10)2 rr 2 Ka= 0.274 (cos( 1))2•(cos(81 — 1)) Ll + I[(sin(q)sr+ S1))•(sin(ksr— (3))] V [(cos(61 — ))•(cos(-t1)— 13))] ' Total Horizontal Force: Horizontal Force From Soil, Fah:= .5.7s Ka•Hr•Hr.cos(S1 —11))•1ft Fah= 604.11bf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr•lft Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 604.11bf 2 Fkw, Frictional Resistance: Vertical Force From Soil, Fav:= .5•-ys•Ka•Hr•Hr.sin(S1 — 4)•lftFav= 124.7 lbf 1 Fu:= v•(Ww+ Fav) Fu= 1026.7 lbf 1 Factor of Safety, Base Sliding: 3 I lb FOS Sliding, FOSs:= Fu FOSs= 1.699 Fh � —Engineering o/utrcns&ran anstaido World— , s 1. Vickerg Engineering 8,Conouiting,LLC 1 iii i Village Wends Drive,blen rrifrie,MN l 553+7-150 flior 952-1-654z72 rax, 952,-+245-Wt r ic. ryeog.cosi Boulder Wall Calculations - 6-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Page 1 of 2 Calculate Overturning Moment: Driving Moment, Mo:= [0.5.Ka.-Ys.1-ir.Hr.cos(öl —11)).(-11 +[ s.Ka.i-ir.( )] Mo= 1208.3 lbf Calculate Resisting Moment: Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above W1•(Wba— Wt).(-2) M1 :_ M1 = 275 lbf rr lft l W2•[(Wba— Wt) + Wtl M2:= 2 M2= 2165.6 lbf (l1 ft) W2.( ) M3 :_ \ 2 J M3 = 1546.9 lbf lft Resisting Moment, Mr:= M1 + M2+ M3 Mr= 3987.5 lbf Factor of Safety, Overturning: FOS Overturning, FOSot:= Mr FOSot= 3.3 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Ennineer tinder the laws of the State of Minnesota_ f . 47 Ronald 1. Vickery, PE Registration Number: 24065 November 3, 2016 ; ngfn ct ng5olutions dor an allocablewows- Vicker9 Engineering 6.Consulting,LLC IL\ 14 1 Wage Weat4a Dive,r„denPrairie,1 NYS5+7-}309 ['h , . .. -g3-sZ7z. raw 95.2.+ZE-T,71 Mckenyavickergen&com Boulder Wall Calculations - 7-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Design Parameters: Page 1 of 2 Retained Soil Friction Angle, cksr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, (3:= Odeg Foundation Soil Friction Angle, (0sf:= 28deg Surcharge Load, qs := 0 lbf Sl := 3.4sr Sl = 18.667•deg Rock Unit Weight, -yr:= 150pcf ft2 Exposed Height, He:= 6.5ft Wall Embedment, Hb :_ .5ft Total Height, Hr:= He+ Hb Hr= 7ft Top of Wall Width, Wt:= 2ft Base of Wall Width, Wba:= 3ft a:= 83deg := 90deg — a 4'= 7•deg v := tan(c0sf) v = 0.532 Calculate Wall Weight: Wi := .5.(Wba— Wt)•He•ryr•lft W1 = 487.51bf W2 := Wt•He•'yr•1ft W2 = 1.95x 103lbf W3 := Hb—Wba—ys—1 ft W3 = 187.5 lbf Ww:= W1 + W2+W3 Ww= 2625 lbf Active Earth Pressue Coefficient(Ka): (cos(c0sr+'))2 2 Ka= 0.274 (cos(j))2•(cos(S1 _ 10)11 + [(sin(�sr+ S1)) (sin(�sr- R))] [(cos(S1 — 4))•(cos(-10— R))] _ Total Horizontal Force: ""-wt—► Horizontal Force From Soil, Fah:= .5 rys•Ka•Hr•Hr•cos(S1 —10)•1ft Fah= 822.3/lbf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr•ift Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 822.3 lbf 2 14 Frictional Resistance: Vertical Force From Soil, Fav:= .5• s•Ka•Hr•Hr•sin S1 — 7 ( �)•1 ft Fav= 169.81bf Fu:= v•(Ww+ Fav) Fu= 14861bf Factor of Safety, Base Sliding: 3 Hb FOS Sliding, FOSs:= Fu FOSs= 1.807 Fh rr t,ecrr`rrg5chitions car an anstablc W sn'd Vicker.9 Engineering&ConSuiting)LLC 1‘ \ 1 1 Village Wcoda Drive,Eden f rains,MN 933*7-t 505, none 9,2,-445-$Z72 raV 95z-+.2 16''-'197 t Boulder Wall Calculations - 7-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Page 1 of 2 Calculate Overturning Moment: [ s.ica.ir.( )] Driving Moment, Mo:= [0.5.Ka•.ys•Hr•Hr•cos(S1 — 1)•(—)] + gMo= 1918.7lbf Calculate Resisting Moment: Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above W1•(Wba— Wt)•I 3J M1 :_ \ Ml = 325 lbf lft l W2•[(Wba—Wt) + �t M2:= J M2= 3900 lbf (1ft) W2•(W ) M3 := I\\ 2 //II M3 = 2925 lbf lft Resisting Moment, Mr:= M1 + M2+M3 Mr= 7150 lbf Factor of Safety, Overturning: FOS Overturning, FOSot:= Mr FOSot= 3.726 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Enoineer under the laws of the State of Minnesota. r/( f 410/ fI', 0000 Ronald I ickery, PE Registration Number: 24065 November 3, 2016 -rnsineenhs5olotions Foran Unstable World- Vickerg Engineering&Consulting,LLC 1444I Tillage Woods Dive,Eelen rr-airiey MN 1,347-1509 l'itanw r5Z a6,- 2.71. fax:;95Z.»4Z6-1971 Boulder Wall Calculations - 8-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Design Parameters: Page 1 of 2 Retained Soil Friction Angle, (1)sr:= 28deg Soil Unit Weight, 7s:= 125pcf Crest Slope, R:= Odeg Foundation Soil Friction Angle, (I)sf:= 28deg Surcharge Load, qs := p lbf 451 := 3.4sr S1 = 18.667.deg Rock Unit Weight, 'yr:= 150pcf ft2 Exposed Height, He:= 7.5ft Wall Embedment, Hb := .5ft Total Height, Hr:= He+ Hb Hr= 8ft Top of Wall Width, Wt:= 2ft Base of Wall Width, Wba:= 3.5ft a= 83deg := 90deg — a = 7•deg v := tan(4sf) v = 0.532 Calculate Wall Weight: W1 := .5•(Wba— Wt)•He.yr•i ft W1 = 843.751bf W2:= Wt•He••yr•1 ft W2= 2.25 x 103 lbf W3 := Hb•Wba•'ys•1 ft W3 = 218.75 lbf Ww:= W1 + W2 + W3 Ww= 3312.5 lbf Active Earth Pressue Coefficient(Ka): (cos(izOsr+ ))2 Ka:_ 2 r [(sin(Or+ SO)•(sin(�sr— (3))] 2 Ka= 0.274 (cos(')) •(cos(S1 — fir)) Ll + [(cos(S1 — ))•(cos( — [3))] , Total Horizontal Force: Horizontal Force From Soil, Fah:= .5•7s•Ka•Hr•Hr•cos(51 — )•1 f Fah= 10741bf Horizontal Force From Surcharge, Fs:= qs.Ka-Hr.ift Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 1074 lbf e Hy Frictional Resistance: Vertical Force From Soil, Fav:= .5 s Ka Hr•Hr•sin S1 — 1 'y ( �)•1 ft Fav= 221.81bf Fu:= v•(Ww+Fav) Fu= 1879.21bf Factor of Safety, Base Sliding: 3 Hb FOS Sliding, FOSs:= Fu FOSs= 1.75 t Fh —rnsinecring5dutions for an Unstable World-- . i wiais .err Engineering 8.-Consulting,LLC la\ i+++)valag.wood.Driue Oen N.* 553+ -3 50 Mane: ,5 `d 3482 Z ram 95 Z-1-24.i 971 rvickenjOvic6rgerig.com Boulder Wall Calculations - 8-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Page 1 of 2 Calculate Overturning [0.5.Ka.'-Ys.Hr.Hr.cos(öl Moment: Driving Moment, Mo:= – )•r-11 +[ s.Ka.Hr. )] Mo= 2864.11bf Calculate Resisting Moment: Resisting Moment is calculatedlby taking the sum of the weights times the moment arms for each section of wall above W1•(Wba– Wt),I 3 M1 :_ ` J M1 = 843.75 lbf lft W2•[(Wba–Wt) + —Wtl M2:= 2 J M2= 5625 lbf Oft) W2.( ) M3 := 2 JJ M3 = 3937.5 lbf 1ft Resisting Moment, Mr:= M1 + M2+ M3 Mr= 10406.3 lbf Factor of Safety, Overturning: FOS Overturning, FOSot:= Mr FOSot= 3.633 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota_ Irr'" ("1 ,,,, ,it , „000,060100.0.„ Ronald I. Vickery, PE Registration Number: 24065 November 3, 2016 ngirre rin 5olutians for ansta6// World- • ` R Vickery ngineering& ,onsu f s'n LC 144+1 Wage.Woods I)rive;Exten '1347.1500 riho,d. 952 6 8Z7Z rax. 95 +2.6=1971 rvitkenpvickergeng,com Boulder Wall Calculations - 9-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Design Parameters: Page 1 of 2 Retained Soil Friction Angle, izi)sr:= 28deg Soil Unit Weight, Is:= 125pcf Crest Slope, 13:= Odeg Foundation Soil Friction Angle, 41sf:= 28deg Surcharge Load, qs := p—lbf S1 := 3•�sr Sl = 18.667•deg Rock Unit Weight, ,yr:= 150pcf ft2 Exposed Height, He:= 8.5ft Wall Embedment, Hb :_ .5ft Total Height, Hr:= He+ Hb Hr= 9ft Top of Wall Width, Wt:= 2.5ft Base of Wall Width, Wba:= 4ft a:= 83deg 4':= 90deg- a 1= 7•deg v := tan(0f) v = 0.532 Calculate Wall Weight: Wl := .5.(Wba- Wt)•Hell-lft W1 = 956.25 lbf W2:= Wt•He•Ir•lft W2= 3.188 x 103lbf W3 := Hb•Wba••ys•1 ft W3 = 250 lbf Ww:= W1 + W2+W3 Ww= 4393.8 lbf Active Earth Pressue Coefficient(Ka): (cos(Or+10)2 rr 2 Ka= 0.274 (cos( ))2(cos(S1 - 4'))•Ll + [(sin(�sr+ 61))•(sin(4sr- (3))] [(cos(61 -1))•(cos(-‘4)- 3))] _ Total Horizontal Force: Horizontal Force From Soil, Fah:= .5 -ys Ka•Hr•Hr•cos(S1 -10.ift Fah= 1359.3 lbf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr•ift Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 1359.3 lbf 2 liw. Frictional Resistance: Vertical Force From Soil, Fav:= s Ka•Hr•Hr•sin 61 - 1 ( ) 1 ft Fav= 280.7 lbf Fu:= v•(Ww+ Fav) Fu= 2485.4 lbf Factor of Safety. Base Sliding: 3 Hb FOS Sliding, FOSs:= Fu FOSs= 1.828 Fh Vb. rr*inter r8-Solutions Iran Unstable World— r ilk c xr9 Engin a r'rn€ ons'A g,t_.L 1+4^9'1 vat.se vdocsd,,Drive„,Ea.,rr ti MN ,5`3 47-1 509 rlo of 952+45ms22 Fax- 952.+,24-1971' Boulder Wall Calculations - 9-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Page 1 of 2 Calculate Overturning Moment: / \\ [ s.Ka.Hr. )] Driving Moment, Mo:= 10.5•Ka.ls•Hr•Hr•cos(S1 — )•I )] + Mo= 4077.9lbf Calculate Resisting Moment: JJ Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above Wl•(Wba— Wt)•13 M1 := M1 = 956.25 lbf rr lft l W2•L(Wba— Wt) + �t M2:= J M2= 8765.6 lbf (l1 ft) W2.Ia M3 := \ 2 J M3 = 63751bf lft Resisting Moment, Mr:= M1 + M2+ M3 Mr= 16096.9 lbf Factor of Safety, Overturning: FOS Overturning, FOSot:= Mr FOSot= 3.947 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Ennineer tinder the laws of the State of Minnesota. 0 Ronald f. Iickery, PE Registration Number: 24065 November 3, 2016 ; n =in ng a/utiorr rcaran n5 h/ World— Vicke9 Engineering onsuIt n&,LLC 14441 Wagehoc e1xnre,Dieni'reine,MN 55347-i5O rhone; 952-145-8272, rare 95, 26-197 tvtaerijavIckeengx.orn Boulder Wall Calculations - 3-foot Total Wall Height Project VEC 16-257 - November 3, 2016 4511 Ches Mar Drive, Eagan, Minnesota Design Parameters: Page 1 of 2 Retained Soil Friction Angle, (bsr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, 13:= Odeg Foundation Soil Friction Angle, (I)sf:= 28deg Surcharge Load, qs:= lbf 81 := —2 sr 81 = 18.667•deg Rock Unit Weight, ryr:= 150pcf ft2 3 Exposed Height, He:= 2.5ft Wall Embedment, Hb := .5ft Total Height, Hr:= He+ Hb Hr= 3ft Top of Wall Width, Wt:= lft Base of Wall Width, Wba:= 2ft a:= 83deg := 90deg— a = 7•deg v := tan(cl)sf) v = 0.532 Calculate Wall Weight: Wl :_ .5.(Wba— Wt)•He•-yr•lft WI = 187.5 lbf W2:= Wt•He•^yr•lft W2= 3751bf W3 := Hb•Wba•'ys•1f W3 = 1251bf Ww:= Wl + W2+W3 Ww= 687.5 lbf Active Earth Pressue Coefficient(Ka): (cos(*.sr+ 11)))2))2 Ka:_ 2 Ka= 0.274 (cos( ))2•(cos(S1 — )) 1 + [(sin(tsr+ 81))•(sin(cbsr— (3))] J L(cos(Sl —'tU))•(cos(�— (3))] Total Horizontal Force: Horizontal Force From Soil, Fah:= .5•1s•Ka•Hr•Hr•cos(81 —11))•1f Fah= 1511bf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr•ift Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 1511bf 2 HN, Frictional Resistance: Vertical Force From Soil, Fav:= .5•1s•Ka•Hr•Hr•sin(81 —i)•1ft Fav= 31.2lbf 1 Fu:= v•(Ww+ Fav) Fu= 382.1 lbf Factor of Safety, Base Sliding: 3 H4 FOS Sliding, FOSs:= Fu FOSs= 2.53 Fh n3rnwerr`n o/utJons Iran Unstable World— / V Z 0 -I F- a z a 0 0 O ~ O I__ Z W W W u) 0 z �n p Z a >- �N� o O ' / V;1V V ` ce W Z v -) = N U ,-Nk‘\_ O r\:-.3, LU Q _ N Z O W w U J O W w I- J a W p Lu'‘)* - X Z O y E p J Z N } a ce Q Q Z J H co o 4 4 \ Z Z I- Z U _ . \Q o CC inE 00 IX 0 MEM Z CL U W I- Q O W a CO(in I. o 0 O co �� , Q U p v i a \ Fy J J } , Z \ a W W i- J U m O " W Q W W � p3 � WW > z = � W � 6 J I W aZ Lu Z N Nw 4U - NI) I- W W ti W ce _ _ • _— N QQ J W E I- Z W z a > N a O w O O Q 0 U (III9 W ~ Q � w Q N Z LU o— } . cf, .0 LL U > U rj tomp > < Fe Z W 5- W Z IMMO H O Z N U Z W U Imam Ct O >- O W ce m 4 F- lL 0 >- U- f Z loi !q Z O m p iu Q J Z Z O E a Q V-..1 W Wce } J W 0 Z 0 U m Q N J H F- U p a a J z W W LU O w F- Z J E Q o < > H FM m a Q LU 0 N LU 3 a W J > w °O° Q• iii = N > D 0 W a > J N Nm LU W 0 .40 W Wx F- ww IX LLI ~ J W a W F- ~ S 3 ,f- a' UJ O Z N t LL > U a W O O z F- fn W > a ~ O Z 0 W O = m z 0 z O W Z w Lu o � z � � = 0c) � zoW o Q J Z - = o } a F- vo J Z F- 1 . d W N N > = W Z Q O O Q F- W a, O Q W O W U ~ N Z O H Q O re F- w W W Fx- > O W x z w O z } Z w a z w z F- CL Lu a aww a W � � > r W = moo z C7 0 H p m U Z m Z W a M I- O W Q LU Z W z LUwE 0 wNz Z O O Z � N ~ � F- � z — W 11.1 xF=.. 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