Loading...
2101 Wuthering Heights RdCity of Eap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit #: // V6` Permit Fee: /05, ;S Date Received: Staff: 2012 RESIDENTIAL BUILDING PERMIT/APPLICATION Date: Site Address: c 101 !,J L TN6it,U 6 »/16 HlS itD Unit #: RESIDENT / OWNER TYPE OF WORK Name: d G (4c, teC Phone: Address / City / Zip: Applicant is: Owner ► ontractor Description of work: Construction Cost: OC) A00 IRE et -Ace 5th i9LE 5 Multi -Family Building: (Yes / No) CONTRACTOR Company: d6ATjV6- CoPrf-105 Gr7NSrt&t Contact: 34,0 4OU 4'O P-E-AA.opoz_t/..) LC_ _ Address: 42/42 %/ia,i�CfltJOE Sr »e City: HAIM L' State: /1/1 t Zip: JS -3 ©L7/ Phone: C.d 203 O 3C License #: >622-gs--/q Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they 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. x Applicant's Printed Name x Applicant's Signature Page 1 of 3 Aug 13 12 07:48a Ryan Sahlberg City of Eag,all 3630 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 763-754-0066 p.1 Use BLUE or BLACK Ink For Office Use -nrC Permit # , Permit Fee: Date Received: Staff: L 2012 RESIDENTIAL PLUMBING PERMIT APPLICATION f 1 Date: 1wJ UIU( R - � -t iI�///,��� .I �{�1 Date:?)—\2)-1 Site Address: ( 1 Tenant: Suite #: RESIDENT / OWNER CONTRACTOR Name: WLV\ e Jw 1 g t a cv ` Phone: O a IS l -3 ioL1 Address / Ciity / Zip: ---1,Y06 ' " " f (UIV-A1.icU ( 3 oo 6 k 41) 1 5-v4. f Name: G 1 UU i.ch Plum I i 1l�)c1 LL(. License ft: (D[ 0 (Q (r - 1� ►�) `` � 1 D Address: t -O G l ' r +U w City: Can 4 1 lr i State: 1A1 Zip: S G'1 `-'l [1 Phone U) ' PO ; ` b O /0 Contact: TYPE OF WORK PERMIT TYPE New replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W. Description of work: - Ns— Z lL \e -ix--\-\xtI . RESIDENTIAL 1 3 t6i ke4 s S \oiJ 5, ��(Z.- , O\oi t �j 1 SSU\A.1' Y) ) 4�'r". f Ifv`) 1 4IjYu'it`t, 1 Water Softener .' 14,S ,4cyt, ‘ c14 4y j Add Plumbing Fixtures ( Main /! Lower Level) ( , y 1 Water Turnaround i Water Heater Lawn Irrigation ( RPZ / _ PVB) Septic System New Abandonment RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround` (includes $5.00 State Surcharge) "Water Turnaround (add $189.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) ('includes County fee and $5.00 State Surcharge) TOTAL FEES $ ( QO f O O 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.gooherstateonecall.orq 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 n inthe case of work which requires a review and ap.roval of plans. X l OA LS ` bite -e Appiica s Printed Name ) x Applicant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: _Under Ground _Rough -In _Air Test _Gas Test _Final '' ` Rease Cdr l I c i ►t\t, SEWER 8 WATER PERMIT OFFICE USE ONLY ' i CITY OF 15AG71N . METER #~/~~~a PERMIT DATE 11 / 13 / 8(; , 3630 Mlot Knob Rd. ' 8f1, MN 55122-1$97 CHIP #E ~ ~ 19 / ~ ~ PERMIT #E 11091 ~ METER SIZE B.P. RECEIPT # : 4572 j DATE ISSUE DATE i B.P. RECEIPT DATE l i J 1.3189 _ PRV _ BOOSTER PUMP SITE ADDRESS r`- ~ PERIYIR REOUESTED LOT __2BLOCK If-SEC/ B aPPLIcAnrr: - SEWER ~ATER _ TAPS ADDRESS: - COMNVIND 'k RESIDENTIAL CRY, STATE h Y` ' ZIp - NEW EXISTING ~or~E: Lawn Sprinkler Meters are to be Installed ~ PLUMBER: Ahead of D ters on Water Line. ' ADDRESS: Credit WIL T en for Deduct Meters. CITY, STATE ZIP ~ PHONE: " OWNER: REE T CITY OF j ADORESS: ~ CITY, STATE ZIP ' pHpryE; IGNATUR WHEN IMETER ISSUED I PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-6220 PR INSPECTIONS. FOR STORM ' SEWER PERMITS, CONTACT ENOINEERINC DEP'T. • - ' _.i ~ ',-i j SEWER dc WATER PERMIT OFFICE USE ONIY ± CITY OF ,I~IGAN • l 1/ 13 / 8~1 ' 369a~filot Knob Rd. MEMR # PERMIT DATE 11.091_ + E8g11, MN ~~55i 22-1897 CHIP # PERMIT METER SIZE B.P. RECEIPT # C 4572 ' ISSUE DATE B.P. RECEIPT DATE 11 J 13/ $9 aATE ; PRV - BOOSTER PUMP i- I SITE ADDRESS PERMR REDUESTED LOT _BLOCK SEC/$UB ~ SEWER _ WATER _ TAPS APPLICANT: Z_t , ADDRESS: V.r. - COMM/IND ~ RESIDENTIAL CITY. STATE _ NEW EXISTING PFIONE: Lawn Sprinkler Meters are to be Installed PLUMBER: Ahead of Domestic Wters on Water Line. ADDRESS: Credit WILL NOT be given for Deduct Meters. CITY, STATE ZIP ttt^// ~ ' ! 1~ PHONE: - ' 44 1 AGREE TO COMPLY WITH CITY OF OWNER: EAGAN ORDINANCE5 ADDRESS: CITY, STATE ZIP PFIONE: . • SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. ~ otWER dc WATER PERMIT OFFICE USE ONLY i , CITY OF 9AGAN METER # PERMff DATE !2!1069 ' ' 3830 Rilot Knob Rd. ~ i E89811, MN 55122-1897 CHIP # PERMIT # 11140 11 METER SIZE B.P. RECEIPT SO 5 7 ~ 'DATE ISSUE DATE B.P. RECEIPT DATE 1 Z~ 1`~ a y - PRV - BOOSTER PUMP SITE ADDRESS ' - PERMIT REQUESTED LOT -BLOCK SEC/SUB ~ L T SEWER - WATER TAPS APPLICANT: ADDRESS: C~~ COMM/IND RESIDENTIAL CITY, STATE .~~ZIP _ NEW EXISTING PHONE: Lawn Sprinkler Meters are to be Installed PLUMBER: Ahead of Domestic Meters on Water Line. ADDRESS: ' .4 Credit WILL NOT be given for Deduct Meters. CITY, STATE ZIP : PHONE: . ap d 1 AGREE TO COMPLY WITH CITY OF OWNER: EAGAN bRDINANCES ADDRESS: CITY, STATE ZIp PHONE: SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FQA PROCESSINO. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT EN(iINEERING DEPT. ~ . + ~ • CASH RECEIPT . ~ ~ CITY OF EAGAN a 3830 PILOT KNOB ROAD i EAGAN, MINNESOTA 55122 ' DATE ?MoUNr a oouaas ? CASM CHECK "0 FUNO OBJECT AMOUNT Thank You . , C 505) 7 Y ~ PWE-~ copy cirY oF EAGAN f 0 D/8'/0 aGD 7 8' 3795 Pilot Keob Road Eagen, Mlnnnota 55122 Phone: 454-8100 tv r r,r. PERMIT No. pote: tiovember 1, 1977 Receipt No.: Single Site /lddress: 2101 Wutherinq HPi,-hts Rs3. Residential X Lot Block Sub/Sec. Multi Res., Comm./Ind. ~ Nome RiChard Y.enneal_tr New/Alter./Repoir alteration ; Addreu Cost of Instollation _ ~ City Phone: Permit Fee 1t').00 ` Nar,,x Corcoran Fidwe. - t+ieli !7rilling Surchorpe ''n XCdy ress ~o~ ~ ~''°se,tnt 550F,~ _ Phone: Totai 1~' r' n This Permit is issued on the express condition that ell work sholl be done in accordance with oll opplicable Stnte of Minnesoto Statutes and Ciry of Eagon Ordinances. ~y = = , . , Buildinp Official CITY OF EAGAN 3795 IPNae Knob Road Eagaa, MN 55122 N! 5503 I PHONE: 454-e100 BUILDING PERMIT Rec.eivt # I To 6e used fer Est. Value Dote 19 Site /lddross Erect ? OccuPoncY Lot Block Sec/Sub. Alter O Zoning ParceI # Repair p Flro Zone _ Enlorpe ? Type of Const. oWe Nome Move ? # Stories ~ Address Demoltsh ? Front ft. Ci Phone Grode ? Depth ft. °C Name AVVrovab Fees 0 u~ Assessment Permlt ~ G p~~e Water 8 Sew. Surcharye Police Plan c.heck ' ~W Norm Firo S/1C ~a /lddress EnQ. Water Conn, <W Ci Phone Plonner Woter Meter Countil I hereby ocknowledge that I hrne reod this application and state that BId9• Off• the fnformation is correct ond ogree to comply with all app4cable 5tate of Minnesota Statutes ond Gty of Eoflon Ordinonces. APC Totcl i 5(gnature of Permittee I A Bullding Permit is issued to: on the express condition thct cll woric shall be done in accordonte with ali npplicable State of Minnesota Stotutes and Ciry of Eagan Ordinances. Buildiny Officiai Permk ~j Wft hsM/ rwMMtr Plumbing Mechanicol INSPECTiONS DATE IFlSP. RouyMln Find Footinqs Date Irop. Dote Irop. Foundation Plumbinfl Frame/ins. Mechonicol Finol Remnrks: l.t/ .x•~ 1: ~ '~//U~'1J PLUMBING PERMIT For Office Use Oni 1~31g5 , CITY OF EAGAN PERMIT# ~ ~ CONCT 3830 PIL.OT KNOB ROAD, EAGAN, MN 55122 RECEIPT # Lr -5 ~ PRICE PHONE 454-8100 DATE: Site Address / L u»~ vLDG• TYPE WORK DESCRIPTION 10 Lot /I- Blodc S b Re$• New AAult. Add-0n Name e. CO"~m. Repair wrec O1w ~ Addr s ' = City ~h Phone RE8. PLBG. ONLY - COUAPLETE THE FOILOWING: - NO. FIXTURES TOTAL Water Closet - $3.00 $ Name Bath Tubs - S3.00 ~ Address LavatorY - S3•00 " City Phone Sh0'"rer - ~.00 iGtchen Sink - $3.00 UrinaVBidet - $3.00 FEES Laundry Tray - $3.00 COMM./IND. FEE -1X OF CONTRACT FEE Flaor Drains - $1-50 APT. BLDGS. - COAAM. RATE APPLIES Water Heater - $1.50 TOWNHOUSE & CONDO - RES. RATE APLLIES Whirlpool -$3.00 MINIMUM - RESIDENTIAL FEE $72-00 Gas Piping Outlets - $1 •50 MINIMUM - COMM D.IFEE =20.00 (MINIMUI~A -1 PER PERIAI~ STATE SURCH ER RMIT .50 So}tBner - $5.00 (ADD $.50 S! 1,000 OF PERMIT FEE) Well - $10.00 Private Disp. - $10.00 j Rough Openings - $1.50 si TURE OF PERMfTTEE U. G. Sprinkler System - $12•00 ~ ~ ,GpERMIT FEE: - ,50 FOR: CITY OF EAGAN ~ LA~STATES S/C: ~ ~ GRAND TOTAL: , ~L ' INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: 0 0 80 000 ~ " , APPUCANT: ~ • i1ER1M8 HE]AHi`; RQ N I , ~ ~ PERMIT SUBTYPE: TYPE OF WORK: . . ~ INSPECTION . 1 I ~ ~ ~ Pormft No. Permit Holder Data Telephona • ELECTRIC PLUMBING HVAC Inapectlon Dab hup. CornmerKs FOOTINGS FOUND FRAMINCi I I ROOFING /p p~ to; ROUGH PLUMBING I AIR TEST I ROUGH HEATING GAS SVC TEST INSUL GYP BOARD I FIREPLACE I ~ FIREPLACE AIR TEST FINAL PLBG I FlNAL HTG ORSAT TEST I BLDG FlNAL I I BSMT R.I. ~ ~ BSMT FlNAL DECK FTC3 DECK FlNAL CITY OF EAGAN Remarks'~g~le_s Addition Section 18 Loc Rlk`~ Parcel 10 01800 060 78 Owner Street 2101 WiithPri no Hgt c Rpacl State ESQ3n, MN 55122 i Improvem t Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING Lko SAN SEW TRUNK 0 1968 $595. 00 $19.83 30 SEWERLATERAL WATERMAIN WATER LATERAL WATERAREA yy/ 1977 $1292,00 $86.13 15 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK *****~pTkANS"AL'7TON: F755 NAME AND ADDRE55 RECORD DI;1='LAY SUPPLEMEN7AL NAME ANll AUDRESS F'ROFEFI'Y I. D. NAME AND ADDRESS TYF'E SEG!. DATE UELE'TE F 10-0 1800-060-78 EL'iZAPETH C PASSETT OS 01 861021 N 2101 WUTHLRING HTS RD 01 02 N EAGAN MN 55122 01 03 N 10 -018i)0-06i>-78 cirr,.oF eacaN 3794 Pilot Knob Qwd Eegan, MN 55122 N2 5503 BUILDING PEWsTe PHONE: 434-Z700 Receipr # GL K 3 ~13.~ To be wed fo. Storage Shed Est. vai„Q 2300. Date 11-13 1979 Sire Address 2101 Wutherinq Heiqhts Rd. Erecr 8 Occuponcy M L.ot Block $ec/Sub. 18 ~0y6p0 78 qlter ~ Zoning A Portel # 44 ' D/O d DO DIOD / D RePair ? Fire Zone Enlarge p Type of CAnst. V a Nome EliZabeth C. Bd-SS2tt Move ? # Stories i 2101 Wuthering Heights Rd. Addre Demolish ? FIOM fr. o C dgan phone 454-6146 Grode ? Depth ~ h. ~ Name ADVrovala Feei 0 Address Assessment Permit 1. SO ~ Ct Phone Woter & Sew. Surcharge Police Plan check ~W Name Fire SAC Address Eng. Water Conn. <w CI Phone Planner Water Meter Council 1 I hereby acknowledge that I hove read this application ond state that Bldg. Off. the Information is correct and agree to comply with all applicable 13. r>~ $tata ot Minnesota Stotutes City of Ea on Or ijnonc . AP Total ~ Signoture of Pertnittee A Building Permit Is issued to: 1 th C. SEtt on the express condition that oll xrork shall be done in accordance all-np li ~ $tate of Minneso tatutes and City of Eagon Ordinances. Building Offidol ~ 41~~pp 91 eff OF FAGAN Include 2 sets of plans, 1 site plan w/elevations & BUILDING PERI4IT APPLICATION 1 set of energy calculations. fi To Be Used For ket-~ vaiuarion oate Site Pddress • p OFf'ICE USE ONLY rnt Slock sec./sub. _ Brect Occipancy Parcel ~ Alter ~ Zoning Repair Fire Zone Owne:: ~D Enlar9e _ Type of Const. ~ , Nbve # Stories Pddress: ` Desrolish FYont ft. City/Zip Code: Grade Depth ft. Phone # : APPROVALS FEES ~ ~ Contractor: Assessments Pezmit Water/Sewer Surcharge ~ Address: Police Plan Check City/Zip Code: Fire SAC Phone En4• Water Conn. Planner Water Meter Arch /Eng ; Council Road Unit Bldg. Off. Address: APC City/Zip Code: ~T Phone 'ICYPAL fp~ ~ • PERMIT ~ CITY OF EAGAN 3830 Pilot Knob Road PERMITTYPE: BuzLozNs Eagan, Minnesota 55122-1897 Permit Number: 032013 (612) 681-4675 Date Issued: 0 5/ 14 / 9 8 SITE ADDRESS: 2101 WUTHERING HEI6NTS RD LOT: 6 BI.OCK: 78 SECTION 18 P.I.N.: 10-01800-060-78 DESCRIPTION: . (ROOFING) Building Permit Type SF (MISC.) Building W'or.k Type REPAIR CenSUS Code ~ 434 ALT. RESIDENTIAL .i -/`r' REMARKS: FEE SUMMARY: VALUATION $5,000 Base Fee $99.75 Surcharge $2.50 Total Fee $102.25 , CONTRACTOR: - qpplicant - ST. LZC.OWNER: ASK FOR COVERAL•LS 14868086 2007556 BASSETT ELIZABETH 2499 RICE ST 150 2101 WUTHERING HEIGHT3 RD ST PAUL MN 55113 EAGAN MN (612) 486-8066 (612)454-6146 S hereby acknowledge that I have read this application and state that the informatian is correct and agree to comply with all applicable State of Mn. ~ Statutes and City of Eagan Ordinances. ~ APPLICANTlPERMITEE SIGNATURE ISSUED : SI ATU E CITY OF EAGAN ~ O 3830 PILOT KNOB RD - 55122 ~ 5115 AM BUILDING PERMIT APPLIC ATION (RESIDENTIAL) 1998' 681-4675 S,9op' New Construction Reauirements RamodeUReoair Reauiremants ? 3 registared s8a surveys ? 2 copies of plan ? 2 copies of plans (include beam & window sizes; poured fnd. design; etc.) ? 2 site surveys (exterior adddions 8 decks) ? 7 energy calculations ? 1 energy plwlations for heated addiqons ? 3 mpies of tree prcservation plan 'rf lot platted after 7/1/93 required: _ Yes No • DATE: Z'z ~ CONSTRUCTION COST: DESCRIPTION OF WORK: - STREET ADDRESS: ~~G~ W «~a-C / ~u iPrO • LOT V BLOCK SUBD./P.I.D. PROPERTY Name,,~.~~ r G~c-~ 1~2~cC~ P h o n e owNeR ~ Street Address• 44a2> > !1t City: State: Zip: CONTRACTOR Company: &,/,& l_a1-r.cJ, a D/~ Phone Street Address: License ?S-~ ~ City: State: Zip:,SS/L~ ARCHITECTI COmpany: Phone ENGINEER ~ Name: Registration RECEIVED gtreet Adr-ress• C_"3 City: State: Zip: BY~ Sewer & water licensed plumber: Penalty applies when address change and lot change are requested once permit is issued. 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. Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received _ Yes _ No Tree PreservaGon Plan Received Yes No ~.OFFICE USE ONLY BUILDING PERMIT TYPE 0 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish ? 02 SF Dwelling ? 07 4-plex ? 12 Multi Repair/Rem. ? 17 Swim Pool 0 03 SF Addition ? 08 8-plex ? 13 Garage/Accessory ? 20 Public Facility ? 04 SF Porch ? 09 12-plex ? 14 Fireplace o 21 Miscellaneous ? 05 SF Misc. ? 10 _-plex ? 15 Deck WORK TYPE 0 31 New ? 33 Alterations o 36 Move ? 32 Addition ? 34 Repair ? 37 Demolition r,FUERei WF!1RMaT1ON Const. (Actual) Basement sq. ft. MCNVS System (Allowable) Main level sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. PRV # of Stories sq. ft. Booster Pump Length sq. ft. Census Code. Depth Footprint sq. ft. SAC Code Census Bldg Census Unit APPROVALS Planning Building Engineering Variance Permit Fee C/ e/• 75 Valuation: $ Surcharge ~ Plan Review License MCNVS SAC riN gnr Water Conn. Water Meter Acct. Deposit 5/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Other Copies Tota,: ~v a a 5 % sac SAC Units WELL RECORD Well Owner and Address I VILLAGE OF EAGAN ~/D / J~/&r, iC2#i~ oigDi) ~~.n78' Well Location. Se ion Lot ( lock State Licence No. Permit No, Datd C'o r c o ~ eti-, w 0,11 2 9 7(s- /<?~s' ` ~5,~• zv Drilling Company Address Telephone ' 5ize of Well_ -21 Inches q Water Level FeAt We11 !JeiA~h- _ 1/~_Feet ~ Draw Down___j_Feet at_ 1<5 _1:2M Ca;sia.g DFptk. Feet ' Capacity Gallons- _20-C~ ~Per/HEt:. I Started Ehded of I;_,id of _c.rm?t; on Color ~ DPpth Depth For;nation I P.~marx= (At ~-e Lv 7L Sc j? o,2 79 . 'sa n-A 1Gp- /i8' 10 Exteri-' Space Around Casing Sealed With: f]Cement Grout biAzddled Clay QOther ' Disinfectant Used 1/P.S Hours Left in Well /1' Drille'r's Signature' . . RETURN THIS RiCORD'AF'TER GO'rrYLETIM Ordinance No. 114: Pemiit No. WELL CONSTRUCTION AND ABANDONMENT 91-9172 WELL PERMIT DAKOTA COUNfY PUBLdC HEALTH DEPARTMENT ENVII20NMENTAL HEALTH SERVICES SECITON WATER QUALITY MANAGEMENT UNIT 14955 Galaxrie Ave., Apple Valley, MN 55124 Telephone: (612)891-7556 WHEREAB, the NON-TRANSFERABLE PERMITTEE/DBA: Bohn Well Drilling Co., Inc. ISSIIED TO #70350 ADDRE88: 16550 Baseline Ave. REVIEWED BY 8wenson Shakopee, MN 55379 has submitted a permit application, has paid the sum of one hundred ($100.00) dollars to the County of Dakota as required by Ordinance Number 114 and has complied with all of the requirements of said Ordinance necessary for obtaining this permit to permanently seal the well(s) described herein: An abandoned well(s) with a casing diameter of 4 inches, depth(s) of 70 feet and completed in unconsolidated sediment will be permanently sealed. The well(s) shall be cleaned of equipment and debris, disinfected, neat cement pressure grouted and terminated at least two feet below grade. The well located in the municipality of Eagan as follows: Well Locatioa: Property owner and Well Owner and Address (if different) Addresa (if different) 2`O1 Wuthering Hts Rd. ~~Slizabeth Bassett Eagan; MN~ - " NOW, THEREFORE, Bohn Well Drillinq Co., Inc. is hereby permitted and authorized to permanently seal the well(s) described and located above for the period Auqust 1991 to August 1992 subject to all provisions of said Ordinance, the Minnesota Viater Well Construction Code and any conditions attached on the reverse side of this permit form. Given under my hand this 23rd day of August, 1991. ATTEST ENVIRONMENTAL HEAL ERVISOR E SRONMENTAL HEALTH DIRECTOR , FROM DRK CiV SOC SVC 9. S.199 6123 1P. 2 DAKOTA COUIV T Y D~pN~„EFLANDER$(pN f6121 350-2614 rU6llc HEAITH OEraRTMBNT ~ COMMUNITY S6RVICES pivISiON _ . Public Heallh Nursing Epyjrpnynenjpl He~lth Emargency Medical Services Servj,c~es_ Services aerLv ro L Hannern ea.ie. Ce~~m +J( wniam eerorce Cenio, 77 Ent Wenlaonn Avawa 14955 GRUkie AvMUo WBo181.Pau1,MNSS, 10 ApO1pWiItr,MN501i4 16171 16a-a171 ~6t}~601-I500 Fu.Ii121450:PE' Oa xW21 eoidUy DAKOTA COUNTY PU9tIC HEALTFt UEPARTMLNT - WATER QUALIT'f MANAGEMENT WGSTERN SERVICE CENTER, 14955 Calaxie Ave. West, Apple Valley, MN 55124; (612)891-7556 PnCSIHiLE (612) 891-7473 121NIClPAL NOTICE OF WELL P,CiRMI7.' APPLICATION sEarn zo"Mm &)c.Rir"/3ot cMNicieai,iTx:^ PJJ OPFICE: M _ TELEPHONE:( ) PAC6IHILEs( - FROM:]"«n -YNSPECTOR 9 TEL$PHONE;, 75~~ DATE/TIHS PORWAItllED; -VAL2-1 C02'L"SENTS: RECER TO WELL PMtlSI'1' NU._ ry~~ gZ 72, DAKOTq COUNTY WAT£R QUALITY btANACEME:IT H?,S RHCEIVCD THE W$LL PERMIT A°pLICATSO\(S) DE- SCRLBED BELOIJ. PLEAS@ NOTE: IF YOU RGQUIRE FURTHER AEVICIJ DF TliIS APPLICATIOV(S) OR IF YOU HAVE ANY OUESTLONS OR CONCERNS ASOUT iT, CONTACT OUR OFFICE AT 891-7556 OR THE E:NIRO'Liy$NTAL NEALTH SPECIALIST LISTED ABOt*E. IP THERE IS VO RESPONSE FROii l'OOR OFFTCE WITHI\ 24 HOUAS. (EXCLUDING WEEKLNbS AND HOLIDdYS), SiAPP WILL ASSUh1E THAT YOL' &1VL \'0 OSJECTIO:]S TO THE ISSUANCE OF THE PER4IT. ALSO PLF.A56 NOTE THAT PERyIT ISSL'A.\'CE TS ALUAyS CONDITIONBD 0\ THE OBSE&VANCE OF ANp CO:IPLIANCE WZTIi ALL APPi,ICAHLE LOCAL RE- QULRPMEYT5 Arp oRDINdYCES. A CoPY OF THE WELL PER~liT NILL BE FOR11ARDED WHE.~' CO`IPLETEP. PRO[+[RTY OWNF.R;~~,p~'~'~ SJELL OWiJER: ,$f}/17F LOCATI0:1 UF W$J,L(S): ADDRESS~~ , ~TWASW ;Rb PROPrRTY ID N0. COORDIVAiES: OF OF OF OF SECTIOI TOliNSHIP NORTH, AANC~E WEST. PNNICIPALITY:~~ ~ WELL DRTLLFR: - .1 4 ~ _}5 /~~1~ vm~ WA% DATE RCCORDL•D: f r,.vrzcipa•rEu oxzLLiNc/staLiuc uaTr•. (iF x,qowN}: UNKrVdWit/ IdELL(S) DG5CRIPT70\: PRIhLqRY USLr~~ NEW CONSTFLCTZON- RECO\STFPCTIO\ ' TEM71O}G1RY. C:1P1'LNG` PIiRPL1tiGNT SfA1.I\C: ':\\'1;:1L ;WI:1TE\A\C1i: RCCLAI?:F,,) RtGISTL'RLD l1~LL A7.:L~~I:TLIt~CXCHGS. IcF.LI. I)CPL'H ~r1qCIIT'R~~ lf . . M • . 4 CITY OF EAGAN SENER & AATEA COPNECTION CBARGES - 1989 ERISTZBG PROPERTIFS SENE ONNECTION CHARGFS WATER CONNECTION CHARGFS SAC $ 675.00 WATER CONNECTION $ 580.00 Previously Previously Pd. Beceipt lF Receipt # ACCOUNT DEPOSIT 15.00 WATER METER 90.00 SEWER PERMIT 10.50 TREATMENT SURCHABGE 228.00 TOTAL: $ 700.50 ACCOUNT DEPOSIT 15.00 WATER PERMIT 10.50 PLUMBING PERMIT 12.50 TOTAL: $ 936.00 ,vo 7rp ~ -rnio w~-~--~ TOTAL FOR SEWER 6 WATER HOOR-UPt ` OEFICE USE ONLY 10`C PROPERTY OHNER: V -7 2~ ADDRESS t Lt ~ H: ADDs No P CITY Of EAGAN Remarks 46e'Ae5 Adc'~tionI qant.iOn 18 Lot -Blk:- Parcel 10 01800 060 78 Owrie:L' i~r,1.+•.Ilonr~~I k'p~~nm1-~treet 2101 WuthPrinv Hofg_$na~__Scate ES$an hW 55122 0 0 ~~f•,f,)„ lr '~j1'.i,,6I ,ik PI n,i,r.(-~ Improvement Date Amount Annual Vears Payment Receipt Date STREET SURF. STREET RESTOF. GRADING ~ yp SAN SEW TRUNK Kv 1968 $595.00 $19.83 30 SEWEFi LATERAL WATERMAIN WATER LATERAL WATER AREA y1 1977 $1292.00 $86.13 15 STORM SEW TFK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK S4w[v ~Q~"QrCLI T as CITY OR EAGAN Remarks~ cartio 18 Lot B~k` parcel 10 01800 060 78 owner ~.-„I d•11erM'irr-1 kn~nFn~ISaeet oini uy;.heringJigfq Road S,ata EaQan MN 55122 ' -_.-_--r (7( C1. n.lNritIA P-~(1,) Improvement Date Amount Annuel Veers Payment Receipt Date STREETSURF. STREET RESTOR, GRADING 1,,O SAN SEW TRUNK L/1968 $595.00 $19.83 30 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA y+,~ 1977 $1292.00 $86.13 15 STOFM SEW TRK STORM SEW lAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK (4~~, w 1 V ? ~¢2l ~iSSaSS.aa~..~s //fl, 5- 3 ; 'r • XXXY.SACT'TON ID: F768 SF•ECIAL ASSESSMENT5 SF'CCIAI_ AS5ES5MENTS SEARCH SLIMMAFY F'ROPEFTY I.D. TOC)AYS DATE: 10/20/89 ---SPLCTAL FLAGS---- 1-2--3-4-5-6-7-8-9-1 0 tO-01S30C7-Ub0-78 S. p. # ASSEuEiMENI' DCSCR. YR YRS kATE TOTAL ANN. F'kIN. PAYOFF CClh11MENT 100040 SAN SW '7'hk:: 67 :?G 6.00% 595.00 19.84 158.74 100344 WA'TER AhEA 76 15 H. C>G"/. 1292.00 86.16 172.31 SUMMflRY (7F ACTIVE 1887,00 206.00 331.05 THIS YF_AR'S TOT N8t! 131.40 WAIVER OF HEARING N0. 00324 SPECIAL ASSESSMENT AUTHORIZATION I/We hereby request and authorize the City of Eagan, MN (Dakota Co.) to assess the following described property owned by me/us: Plat and Parcel No. 10-01800-060-78 for the benefit received from the following improvements: ITEM OUANTITY RATE AMOUNT PROJECT N0. Lateral Benefit from Watermain 193.42 F.F. $13.75/F.F. $2,659.53 65 TOTAL S2.659.53 to be spread over 10 years at an annual interest rate of 98 against any remaining unpaid balances. The undersigned, for themselves, their heirs, executors, administrators, successors and assigns, hereby consent to the levy of these assessments, and further, hereby waive notice of any and all hearings necessary, and waive objections to any technical defects in any proceedings related to these assessments, and further waive the right to object to or appeal from these assessments made pursuant to this agreement. Dated: ELIZABETH C. BASSETT STATE OF ) )SS COUNTY OF ) On this day of , 19 , before me a Notary Public within and for said County, personally appeared to me personally known to be the person_ described in and who executed the foregoing instrument and acknowledged that executed the same as free act and deed. Notary Public FOR CITY USE ONLY Reviewed: Eagan Public Works Department , I r«~ o~ I o d b aiq ne qrw N M . .oore.o s 10 10, J'6 a $o+b ~i f ~ s od sa + a 030 J09 M 0(/~ yy?~~l G 4-~ ~Q < V 81'~a "h ? • ~+~s~ w ~ / ~ p 'y"ie'~oro_~e Kanneal ; ! 'y t ~ 'k oao-~e~ CitAlr/ m x s ; n/...i • _ ,Y. ' ~ P~' O~M y \ • • ~ x- _ ~ a°. i3~ P \\~o~ r~ I10-71 ' .rr, s~t s o•'v O O~/~J Lester M SpQncer is'. , a"' ~ ~ ~ ~ • ~ t Fi.»A-M k • ~ - ! o Dp[ S: e~ ~ C V.K. *n Krwni//s. r h - 1 C 7 ~ t M ~.r - .Gc /f .9t. t „„?y.,R ozc_ . ofi.7~ e70.7f o T re-?t orv•» 1101 060-79 j Jr' , oro•'f S ..-.r v.. ff i~ w . ~ ~ ` 010~ ~ ~ LATERRL BENEFIT FROM WATERMAIN ~ w ; µ CGM SUG[3~`STEDYFNDOFI m~ROPOUrAn wArTE aot~rRa. commiuionDA~ rt ~ 00 PURCHASE REQUISITION T"'" P.R. N~ J f 4 J ~ 1O SIIC FUND GL 11CCT PR06. lAC ACfAUNI RNOUNT INT. PO w : 3 R 30 P, lo+ ~to~ m !Dp C30"ezI1gy ~ ~Q~ 05-3 6'740 6UPGETCONTROL noa accs. ioc. vaoc. £ rp neasox wuwq ~ J ; p i n ~ iL I 2~LY. REO. SAECIAL INS7RUCTIONS o, ~ ~ ~ SED CATEGORY , o o O~ ~ OI1R STOCK NO. QTY. ORDERED UNIT ~T FACTORY OR MFO. NIiM1ABER ! DESCRIPTION UNIT PWCE oist T07AL PR1CE S ` ~ I c > ~ / n ri . 3 7 s #ieojc, -76 n 4- 6 O~= a a ; , ~ W I. ~ p ^ ~ - _ ' A, Z- 6 5~5.5~ I N -u ; xEOUesrEUeY APV ED TOTAL AMOUN7 07y 53 m ~tl l/Vu.Ys?~v 2.45S~} ; OftiGINAL - FORWARD TO PUkCFfASfNG CITY OF EAGAN SEWER & WATER CONNECTION CHARGES - 1989 E%ISTING PROPERTIFS \ SEWER CONNECTION CHARGES NATMCONNECTION CHARGFS SAC $ 6'/5.00 WATEA CONNECTION 580.00 Previously Pd. PreviousTy Pd. Receipt tl Receipt U ACCOUNT DEP0.SIT 15.00 WATER METER 90.00 SEWER PERMIT 10.50 TREATMENT SURCHA E 228.00 ~ TOTAL: $ 700.50 ACCOU~DEP0.SIT 15.00 7A r S A~O DU WATER PERMIT 10.50 So P.LUMBING PERMIT 50 TOTAL: $ 936.00 TOTAL FOR SEWER & NATER HOOK-iIP: ,636-5. 9-~sco.so V lA-cC. OFFICE USE ONLY PROPERTY OWNER: 6DDRESS : 42/01 U L:~B: 79 ADD: ~L,GP~~I~tI--N ! l~ 1 ~l c~ q- (41 ~ ~ EL FJl2 F7AIVER OF HEARING N0. 00330 SPECIAL ASSHSSMENT AUTHORIZATION I/We heteby reqttest and authorize the City of Eagan, MN (Dakota Co.) to assess the toilowing described property owned by me/us: Plat attd Parcel No 10-01800-060-78 for the benefit received from the following improvements: ITEM pUANTITY RATE AMOUNT PROJECT N0. Lateral $eriefit from SAnitary 100 F.F. $15.85/F.F. $1,585,00 65 Sewet TOTAL S1.585.00 to be sp'read ovei 10 years at an annual interest rate of 88 against any remaining unpaid bgiaiiceA. The undersigned, for them'selves, their heirs, executors, administrators, successor's kttd assigns, hereby consent to the levy of these assessinents, and furthe'r, heieb}i waive notice of any and all hearings necessary, and waive objectioii's to any technical defects in any proceedings related to these assessnieilEA; and furthe'r waive the xight to object to or appeal from these assessmerits made pur'suant to this agree.ment. Dated: ' ELIZ~TN C. BASSETT ' NJRIaNIfI1NINII~Ilf~ ~:-::~.w.., M.1s1fra L wucnEarrEpMro, Y~:~ ~!q~1 O:ARr PU"LIC - MINIlESOTA STATE OF - N D;91;07A COUNTY )s$ My Cmnmicr.ian Ex0 Fc6 B, 1993 COUNTY OF `d~~"~.U ~ KfPI'MlIGTSNtfN:.'.GSOIIlt ( On this r/d-day of ,Cl/"24I/, 19~ before me a Notary Public within and for said Cotii~Ey, personally appeared ~3As~s~r~ to me personally 66btl to be tHe person described in and who executed th foregoing instrumerit firid hckiiowledged that executed the same as free act and deed. Nq~_ary Public . - FOR CITY USE bNI,Y Reviewed: Edgan Pub.Lic Nmflcs-Department ~ ~ • r=«n' r'~sE~i-.so.~- xf ; ~ . , r A. p c~ • . ti..a.n Y. o,,-7 j t ~ : ,~dr . ~ + ~ a 1. 01 ~-39. i G O ~ • d ~ ~ \ w~~r;t' I~~5 0d p ~ !O 0131- 'f ± ~.o., F. Q' OII~/ .O. I~101 E Br~ ~ ~ . \zC t~=. ir'i~i/oio_t~. Kanneoly~ ~ •n'~rr.~; ''v OLZ-561 Ae _ - -r to-~~ ncAvi m ~ e~...~ _ Z ~'C'2 t, Ci 14 I10-71 ' .rr. s~t's ' e"v I { c Lester ~I ~ o? o ~ in•~ ~sr..~ Spvr,cer n L F/ilJdrM jew ~ o DioS: •i ; Kr~nil/y ti ~ i • ~..t ~er 71-7T e30.71 oI&-)I oTN-7~ OIfO-.~ ` fr.~ . J.r• o2c-ot . oro- ~ • ScC.Sn _ ~ f~a••~C O'~'c~ oOAO ~ _ .r-.r r?• . . r~ N ?r~..:i to' : ~ LATERAL BENEFIT FROM SANITARY SEWER , xxR~xx ir71a rtr~n - r... 1 1 ._1.10 SF'ECIAL AS.S'F_SSMF_Nl" SEAhCH SUMMARY AS OF: 12/06/ 1989 X f'F;I]F'ERTY T D ASSESSMENT TYF'E 10-01800-060-78 CLOSEI7 S/A dt f-a:iS1=SSMI=NT D-.-.SC;hIPT. RATE TOTAL ANN.F'RIN. PAYOFF 102UUO WLTK: W324 9. 000i0°!. 2659.53 0.00 0.00 F'FE-ND YEAR: UO OF 01 YERFS SUMh1ARY OF CI_0SED 2659.53 0.00 0.00 /U-bISOO-6(G-78• )6y- q- 0 sli s k.. X SF'Et:IAL_ ASSESSMENT SF_ARCH SL1hIMARY AS DF: 12/06/1989 X FRClF'LFiI'Y ID ASSL=SSMEN'T T'YPE 10-01800-060-78 LEV:[EI) S/A # (-aSSESSMENT DESCF:IF"f,. RHTE TO'TAL ANN.F'FrIN. FAYCIFF 100040 SAN S'W 1"Rk; 6.0000"/. 595.00 19.0' 138.91 YEAh: 23 OF 30 YEARS 100344 WATEF AFEA B.0000% 1292.00 86.13 86.18 YF_AR: 14 OF 15 YEARS SUMMARY OF ACTiVE 1887.00 105.96 225.09 I j , arrLor : i ~ ti ~ , • V / yo Jj e. et ~ r f ~ ~ N,i r'es 6 _ly ~ o-: _ ~ - a ~ i - ~ bordvn 5 . 11 , ~ I1' 8 IvIie n 2sta al ,a So o ° 's' '?y:~• r . o~~,'oP3 el IrtiQ DO d • ~ ~ / S 41136 ~ ~ J 9 r+f i R:246.48„ • 4~ Vr 1}., l~ • p.109°3416 ~B7 ' ~4; c. il~os E 61'1ar F /sa.~v 4 /y < ~ kanneulV ~ : ~ b ~ , . ~o io-7e l,cAl~r : r. ~/b O ~ ~ ~ • Z 14 ~y ~O •~y~~ O / ~ ~ `t ~ ~ i ~ o i~ ~O / <O/I e 9 0 r. r ' ~ 4 a ?~vipd rY. 11W w. 0~. f.1~ ~ , <<~i.~>.•.~ ~~•q Z M ~~.f4,~eMer4 o"rp ~ ' ~ aO ~ .•~..r^.,~ . y A~C ZD ~g~~~ q ^Ve-~p 050-99 rg t ~ti ' ! LIF c ~ 00 A D 1. 59 4!. 6_._- - f1 f ~v . . ~t 04 ?u' e6' is• ~H ~3 - rr r~ a~ I9'~ ?c~° ~i' IZ 4 MAL vc,Q s.' W117' 3s_00 a0 ?G~ /3.r -7do/ 79o~G yO,Ofl i do ~q g" ?cP 1-7' 3y~ /,~o'D/c 5C_ ~yo,o,C) iy /d' I~?G~° JJ ~'j,oo~C~ l, 3cSo.o~0 wc(-~D 0 l)9S-o. oa o u er oo. 00 i .39Soo m~ a79so n„4 /a" /c~° ~s, Jva~ S200.00 ?cP a8' Ll oo' oa ?GP S' yoD ~S 7C 6 o v. o0 ly 1~3 iJ" ?c~ 3a~ 3a0' y'0 "DO.0,0 s~t l ~ 3-71' _ ~ G a rt ~ a~ c~0~~ ~?2 8' /0v 3 o CL $S ~'lSfl~ x ~ x ~ ' 1 /Snrte.l~ii,na, I(ade~se, ?Ystc~i~i~z Li fYddoci¢ted. J~sc. eo.~eul~:.g ~'~qinaens , 2335 W. 474"/r4 dliqAItuarj 36 ~toeert W Reaaene, P.R. Pasrl, Mi~nedota 55>13 Javeyh C. And ylik, P.E. none: 636-4600 R+adfo.d A. LeonLrrn. 7'.F.'. lfnM1Crt D. FrioartN. Y.R. f[i,hard F. Tunirr, P.R. Jam'w C. Olaon. Y.F,'. April 4, 1973 F,F'rLGirn,P.F.'. raem'~ rr c.c. P.E. Koieh A. CarAou. P.E. Village Council Village of Eagan CharlnA.F'rickaon 3795 Pilot Knob Road Iv. Tlmmw E. Nnyu St. Paul, Minnesota 55122 H,dp.,, c schu,trcht Attn: Alyce Bolke, Clerk Re: Sewer ana Water Impr, Proj. No. 65A File No. 604983 GentLemen: Construction has been completed on the above project and the costs broken down as follows: \ Cedar Ave, Lateral Sanitary Sewer ~~~r, ` Construction cost including res[oration $28,247.00 +16~% contingencies 4,460.75 $ 32,707.75 ~.f ~ Vogelpohl Apartments Lateral Sanitary Sewer 33, Construction cost including Restoration $50,138.00 +16, Contingencies 8,272,77 $58,410.77 -2_-T °Yy.'f ~ McCarthy Ridge Lateral Sanitary Sewer bo./~r.iS Construction cost including Restoration $11,846.20 +W2/ contingencies 1,954.62 $13,8Q0.82 The balance of the sanitary sewer construction cost ($31,981.59) was used r, in constructing trunk sewers along Cedar Ave. and to the Vogelpohl Apts, ~ Vogelpohl Apar[ments Lateral Water Construction costs including restoration $ 5,238.10 +16k7, contingencies 864.29 $ 6,102,39 ~ McCarthy Ridge Iateral Water Construction costs including restoration $ 8,335,00 +16~7 contingencies 1,375.28 $ 9,710,28 3~- ~ Page 1. . c:' Village of Eagan April 4, 1973 St. Paul, Minnesota 55122 Re: File No. 604983 9 i The balance of the water main construction cost ($81,787.76) was used in constructing trunk water mains on Cedar Avenue and Silver Bell Road, Coimnercial Sewer Services Construction costs - 360,00 +16~1/ contingencies 59,40 $ 419,40 ~ Commercial Water Services Construction costs $ 195,00 +16s% con[ingencies 39.00 $ 234.00 ~ Residential Sewer Services y•i9 Construction costs $ 600,00 +16~% contingencies 99.00 $ 699.00 . Residential Water Services 7 Construction costs $ 765.00 +1627 contingencies 126.23 • $ 891,23 3 v~ Cedar Grove No. 5 Storm Sewer 47~/21,E ;,,,;t caa. yr Construction costs $ 7,177.50 +162% contingencies 1,184.29 $ 8,361.79 Silver Bell Road Storm Sewer Construction.,costs $12,827,20 ~ +16'{/, contingencies 2,116.49 $14,943.69.Change Order No, 1 in the amount of $25,446.60 was used to construct a sanitary sewer trunk on Cedar Avenue north of T.H. #13. i 4~ Change Order No. 2 in the amount of $2,198,00 was used to extend the storm ~ sewer at the Dean P1yhr residence to Blackhawk Lake, ' Change Order No. 3 in the amount of $4,975.00 was used to install a pressure reducing station on the trunk watermain on Cedar Avenue, :I • Page 2. • . . . Village of Eagan April 4, 1973 St. Paul, Minnesota 55122 Re: File No. 604983 The date of the first estimate was October 2, 1972. Yours very truly, BONESTR00, ROSENE, ANDERLIK & ASSOCIATES, INC, ~p.G4` (•1 .r%'.-~Lin Keith A. Gordon xAG:li Page 3. / . ~F 7 7E% / ~ REQUEST FOR PAYMENT DATE• Januarv 2 1973 FOR PERIOD PLACE:_ Eagan. Minnesota From: 11-1-72 to 12=31-72 PROJECT: S& W Exts. - Vogelpohl Apts PRO.TECT N0. 65A FILE N0. 604983 CONTRACTOR: Richard Knutson, Inc. ADDRESS: 201 Travelers Trail Burnsville, Minnesota 55378 REQUEST FOR PAYMENT NO.: 4th & Final SU4@fARY : Original Contract Amount 245.439.45 Change Order - ADDITION $ 32,619.60 Change Order - DEDUCTION $ 1°~S• y`~~~~ Revised Contract Amount $ 278 059_p5 - Value Completed to Date.Crst 4S,V~rlO.c.0 6'71.ya $ 272,118.00 Material on Hand $ Amount Earned $ Less Retainage $ Sub-Total $ Less Amount Paid Previously $-_122 999. 79 Amount Due This Request for Payment No. 4th & F+nal $ 78.718.21 Approved By: B014ESTR00, ROSENE, ANDLP.LIK 6 ~ ~AS~S/OC~IATL•'S, INC. BY:. OidNER APPROVAL gY . By: Approved by: Richard Knutson. Inc. CON e-;/- TqA CT Date • By..~ z y b~ L~ . e,l aa&,r - project' W& S Exts. - VoRelaohl Apts. & Cedar Ave. Trunk Payment No. 4th & Pinal EaGan Pfinnesota File No. 604983 Proiect No. 65A Date .Ian. 2, 1973 Contr. Richard I:nutson, Inc. STL.TL'"fENT OF WCRK Unit Quantity Amount Contract Item Unit Price uantit To Date To Date I. SANITARY SEWER 12" RCP, C1. 5, 10'-12' dp. in pl. L.F. $ 9.00 20 11 $ 99.00 12" RCP, C1. 5, 12'-14' dp, in pl. L.F. 10.00 30 31 310.00 12" RCP C1. 5, 14'-16' dp. in pl. L.F. 11.00 70 81 891.00 12" RCP, C1. 5, 16'-18' dp, in pl. L.F. 12.00 80 147 1,764:00 12" RCP, C1. 5, 18'-20' dp. in pl. pl L.F. 13.00 130 97 / 1,261.00 12" RCP, CI. 5, 20'-22' dp, in pl. ~ L.F. 15.00 130 111 ~ 1,665.00 12" RCP, C1. 5, 22'-24' dp. in pl. L.F. 17.00" 70 105 1,785.00 i L.F. 19.00 130 111 2,109.00 12" RCP, C1. S, 24'-26' dp, in pl. `V 0 12" RCP, C1. 5, 26'-28' dp, in pl. L.F. 22.00 440 432a3 9,504.00 12" RCP, C:. 5, 28'-30' dp. in pl. L.F. 25.00 590 210 5,250.00 12" RCP, C1. S, 30'-32' dp. in pl. L.F. 28.00 590 971 27,188.00 ~ 9" VCP. jacked in carrier in pl. L.F. 100.00 60 70 7,000.00 I i 9" VCP 0'-8' dp, in pl. L.F. 5.00 800 1,122 5,610.00 , 9" VCP 8'-10' dp. in pl. L.F. 5.50 1,050 849 4,669.50 9" VCP 10'-12' dp, in pl. ~ L.F. 6.00 680 675 4,050.00 i 9" VCP, 12'-14' dp. in pl. L.F. 7.00 940 4q 988 6,916.00 'i 9" VCP 14'-16' dp, in p1. L.F. 9.00 520 651 ~ 5,859.00 9" VCP 16'-18' dp. in pl. L.F. 12.00 180 158 1,896.00 9" VCP 18'-20' dp. in pl. L.F. 16.00 400 207 3,312.00 9" VCP 20'-22' dp. in pl. L.F. 20.00 140 329 6,580.00 9" VCP 22'-24' dp, in pl. L.F. 24.00 120 100 2,400.00 Build MH 11 over exist, 24"RCP Each 450.00 1 1 450.00 - Std. 8' dp. MH w/cstg. in pl. Each 325.00 27 27 ~ 8,775.00 • MH depth over 8' dp. in pl. L.F. 30.00 240 210 `6,300.00 ~ 6" CISP serv. riser in pl. L.F. 8.00 70 81 ~.648.00 ; 6" saddles over RCP in pl. Fach 30.00 3 3 _ 90.00 ~ 9"x6" VCP wyes in pl. Each 10.00 10 10 100.00 9"x4" VCP wyes in p1. Each 10.00 7 7 70.00 Cut into exist. MH Eacli 100.00 2 2 200.00 3/4" minus rock for pipe bedding inpl. Ton 4,30 700 .,131.3 564.59 Total Sanitary Sewer....... $ 117,316.09 - 1 - , P.ro'ject W& S Fxts - VoRelpohl Ants. & Cedar Ave. Trunlc Payment No. 4th & Final i Eanan P(innesota File No. 604983 I Proicct No 65A _ Date Jan. Z. 1973 Contractor: Richard Knutson Inc. STATEMENT OF WORK Unit Quantity Amount Contract Item Unit Price Quantity To Date To Date II. 41ATER ttAIN Jaclc 16" D.I.P. in carrier in p1. L.F. $70.00 40 40 $ 2,800.00 16" D.I.P., 7' cover in pl. L.F. 12.34 3,350 3,345 ~ 41,277.30 12" D.I.P., 7' cover in pl. L.F. 8.81 1,720 1,710 15,065.10 8" D.I.P., 7' cover in pl. L.F. 7.00 370 320 2,240.00 6" D.I.P., 7' cover in pl. L.F. 5.45 1,400 1,387 ~7,559.15 4" C.I.P., 7' cover in pl. L.F. 3.50 50 ' 16" Butterfly valve S box in pl. Fach 1,000.00 3 3 "7' 3,000.00 12" G.V. & Box in pl. Each 325.00 3 3, j 975.00 8" C.V. fi Box in pl. Each 180.00 2 2 360.00 6" G.V. & Box in p1. Fach 135.00 4 5 L. 675.00 4" G.V. & Box in pl. Each 115.00 1 Rydrants in pl. Each 350.00 5 7 ji 2,450.00 Fittings in pl. Lbs. 0.38 7,500 10,325 3,923.50 Cut into 16" plug Each 100.00 2 2 7 200.00 Cut into 12" plug Each 100.00 1 1 - 100.00 Cut into 6" plug Each 50.00 2 2 L 100.00 Total Water Main 80,725.05 iII. SERVICES b" CISP in pl. L.F. 6.00 100 60 $ 360.00 4" CISP in pl. L.F. 4.00 250 150 600Q0 1~" copper type K in pl. L.F. 3.50 120 30 105.00 1" copper type R in pl. L.F. 3.00 250 150 450.00 1k" Corp. stops in pl. Each 40.00 5 1 40.00 1" Corp. stops in pl. Each 10.00 7 7 70.00 1T" Curb stop & box in pl. Each 50.00 5 1 50.00 1" curb stop and box in pl. Each 35.00 7 7 245.00 Total Services......... $ 1,920.00 - 2 - Project ld & S EYts - Vogelpohl APts. & Cedar Ave, Trunk Payment No. 4th & Fina1 ~ . Eafan Minnesota File No. 604983 Project No. 65A Date Jan. 2. 1973 Contractor Richard Knutson. Inc. I STATEMENT OF 110RK Unit Quantity Amount Contract Item Unit Price uantit To Date To Date N. STORM SE41ER 21" RCP C1.3, 0'-8' dp. in pl. L.F. $ 9.50 170 213 $ 2,023.50 ~ 21" RCP, C1. 3, 8'-10' dp, in pl. L.F. 10.00 70 49 490.00 21" RCP, C1. 3, 10'-12' dp. in pl. L.F. 11.00 90 160 1,760.00 18" RCP, C1. 3, 0'-8' dp. in pl. L.F. 7.75 460 430 ~ 3,332.50 ; 18" RCP, C1. 4, 0'-8' dp, in pl. L.F. 8.50 430 426 3,621.00 , 15" RCP, C1.4, 0'-8' dp. in pl. L.F. 7.25 41 42 304.50 12" RCP, C1. 5, 0'-8' dp. in pl. L.F. 6.60 650 652 ~ 4,303.20 Remove and relay 24" RCP L.F. 10.00 40 40 400.00 24" x 18" P.CP., C1. 3, reducer in pl. Ea. 75.00 1 1 75.00 I Std. 8' dp. Ki w/cstg. in pl. Ea. 340.00 3 3 1,020.00 I Std. 8' dp. t•fA C.S. w/cstg. in pl. Ea. 360.00 4 4 1,440.00 Std. 8' dp. C.B. w/cstg. in pl. Ea. 280.00 2 2 560.00 ~ 21" RCP Apron w/trash guard in p2. Ea. 150.00 1 1 150.00 18" RCP, APron in pl. Ea. 125.00 2 2 250.00 Cut into exist. 1-Ili Ea. 100.00 1 1 100.00 Crouted rip rap in pl. C.Y. 35.00 5 5 175.00 Total Storm Sewer........ $ 20,004.70 L_ V . RESTOP.ATION C1. 6 gravel in pl. Ton 2.15 3,000 935.4 $ 2,011.11 Crushed linestone for drives in pl. Ton 8.00 150 223.3 1,786.40 Bit. Patching Mixture in pl. Ton 28.00 300 172.5 4,830.00 Sodding in pl. S.Y. 1.00 3,000 6,555 6,655.00 Seed with mulch in pl. Acs. 400.00 15 8 3,200.00 Repair curb on Gold Trail L.S. 125.00 L.S. Common FSccavation C.Y. 1.50 1,000 700 1.050.00 $ 19,532.51 Total Sanitary Sewer $ 117,316.09 Total Water Ptain 80,725.05 Total Services 1,920.00 Total Storm Sewer 20,004.75~' Total Restoration 19,532.51 - 3- Change Order No.l 25,446.60 Change Ordcr No.2 2,198.00 Change Order No.3 4,975.00 1qTl+L........ $ 272,118.00 ` CHANGE ORDER DATE: December 29, 1972 PLACE: Engan, Minnesota PROJECT: Cedar Ave. Trunk Sewer & Water - koject 65A -.4ile No. 604983 CONTRACTOR: Richard Knutson, Inc., 201 Travelers Trail, Burnsville, Mn, 55378 CHANGfi ORDSR NO.: 1 DESCRZPTION OF WORK: This change order No. 1 is necessary to cover work done in the construction of a trunk sec,*er connecting the Cedar Grove system with the Sloomington Interceptor, thereby bypassing the Cedar Grove Plont. The work has been completed at the following , aegotiated prices: / 76 Lin.ft. 18" RCP, C1. 4, 8'-101 dp, in pl. @$16.00/lin.tt. $ 1,216.00 25 Lin.ft. 18" ACP, C1. 4, 10'-12` dp, in pl. @$17.00/lin.ft. 425.00 1,250 Lin.ft. 15" RCP C1. 4, 8'-10' dp, in pl. @$14,50/lin.ft. 18,125.00 5 Each Std. 8' dp, MI{ with cstg, in pl. @$440.00/each 2;200,00 1 Each Build MH 6 over ex, RCP @$600.00/each 600.00 , 1 Each Build ,Il{ 7 over ex. RCP @$600.00/each 600.00 10 Lin.ft. MH depth over 8' dp, in pl. @$35.00/each ~ 350.00 6 Lin.ft. MH dcop inlet in pl. @$G0.00/lin.ft. 360.00 1 Each Connect to existing meter manhole @$200.00/ea. 200.00 232 Tons C1. 6 gravel base in pl. @$3.30/ton 930.60 11 Hrs. Frost ripping @$40,00/hour 440,00 ' TOTAL ADD CHANGE ORDER N0. 1.......... $ 25,446.60 , ~v Approved by: Ric" Rnutson, I c ~ By - Approved by: BpNE5TR00, ROSENB, ANDERLIK S ASSOCIATES, INC. sy ~,.~',•,.+/2>.~//.,'~:.^<.c , r Approved by: V. }lage of ~gan, Minnesota sy ~a.t,61.~~-1;- Mayor 'i Hy Clcrk Date: Distribution• 1 - Village 2 - Con[ractor 1 - Engineer . ' i . .I.~ 1 CHANG& ORDER DATE: ' December 29, 1972 PLACE: ' Lagan, Minnesota PROJECT: Cedar Ave. Trunk Sewer & Nater - Proj, 65A - File No. 604983 CONTRACTOR: Richard Knutson, Inc., 201 Travelers Trai1, Burnsville, Mn, 55378 . CHANCE ORDER NO.; 2 DESCRIPTIONOF WORK: ' This change order No. 2 is necessary to cover worlc done in extending the storm sewer outlet from Blackhawk Road through the Dean Myhr property to the shoreline of the ,,:..pond in order Co prevent further erosion. The work has been completed at the follow- :ing cast: 210 Lin.ft18" RCP, C1. 32 0'-$' dp, in pl. @$8.4Q/lin.ft. 1 Each .'.Std. 8' deep manhole ~,+/cs[g, in pl. $350.00/ea. 1,764.00 1'Euch 18" RCP apron in pl. @$85.00/ea. 350.00 84.00 _ TOTAL ADD CHANGE ORDER N0. 2...... $ 2,198.00 APProved by: gictwqd Knutson I e.~ ~,f~.~.i... . , By -M Approved by: gOYESTIJt00, RpSENEf, ~ANDERI,IK 6 ASSOCS,,INC $y. . „ . . . `;''6pprwed by; Vil ege of Eagan, Minnesota By Mayor BY Clerk Date: ~--/L --j~ . • Distribution• - ViLlage ' • 2 - Contractor 1 - Fngineer • . `~z..l~ ~ .i~ . a i CH.INGE ORDER DATE: December 29, 1972 PIACE: Fagan, Minnesoca PRO.7ECT: Cedar Ave, Trunlc S CONTRACTOR & W~...proj...65A, ..Pile No. 604983 : Richard Knutson Inc, 201. " CHANCE ORDER NO.: 3 > Travelers Trail, Burnsville, DSinnesota 55378 DESCRZPTION OF IJORK: This change order No. 3 is necessary to eover the cost of work done in instal pressure reducing valve on Cedar Ave, and was done at the followiag price: ling a LI1MP SUAt Furnish and install pressure reducing station ~ including manhole and valves. 4,975.00 TOTAL ADD CHANGE ORDER N0. 3........ $ 4,975.00 Approved by; Ri~hB utson InQ, : - BY ~~~'~'r Approved by: BONESTR00, RpSENE, ANpERLIK 6 ASSOCIATES, ZNC. - , By . Approved by: yiZlage of Eaga Minnesota ' gy . ~ 6% ~.cr /"?Y F~ ~ MaYor BY C le rk , Date /L Distrib_ uti_ 'o_ ~ 1 - Village 2 - Contractor 1 - Ennineer V o ye f " • - ' / ag~ aa~ a /so L ~~y d „ 300 /v ' /p o( $o0 oCoo -7 g COCV oP ~~gcin 3795 PILOT KNOB ROAD, P.O. BOX 21199 BEA BLOM9UiST EAGAN. MINNESOTA 55121 Mayor PHONE. (612) 454-8100 THOMA$ EGAN JAMES A SMITH JERRV THOMAS iHEODORE WACHiER Cour,Cil Members THOMAS HEDGES Ciry Atlmimsfrator EUGENE VAN OVERBEKE July 27, 1983 Ptv Cierk Ms. Betty Bassett 2101 Wutherincj Heights Road Eagan, Minnesota 55122 Re: Erosion and Drainage Problem of Private Roadway Dear Ms. Bassett: This letter is in response to your complaint of July 20, 1983. I have reviewed this item with members of the Engineering Depart- ment and the project file. Prior to the time the utility construction took place, your neigh- borhood was given the option by the City of Eagan to construct new streets and the City would maintain them. Your neighborhood decided to not spend the money at that time and that you and your friends and neighbors decided to maintain your own neighborhood private streets. Therefore if you want the City to maintain your neighborhood streets you will have to rasolve this by approaching your.neighbors and petition for new stzeets and dedicate the proper riqht of way for it. If you have any further questions, please contact me at 454-8100. Sincerely, ~ ~ n^a4/~-/ E dwi h Engineering Aid III EK/jj cc: Rich Hefti Tom Colbert Bill Branch THE IONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWiH IN OUR COMMUNITY 4 ' ' . ' h ~ rPYf . Y'.. r . : w,: . . .u. INVOICE 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 4FE=),'.ty of Eagan 454-8100 Equa! Opportuniry/Aflumahve Action Emoloyer ro: 'N•, P87A r ~ mwrr, Date: 11-R-s9 230 E Sth St St Paulp Mr7 55101 , L ~ Attna Doug Warner 7g' 3 ~!I DESCRIPTION AMOUNT SENECA P T ENWaISION Reaidential Watermain Connection Asa emen s As er MWCC Purchase Re uisition #173283 10-31-89 Parcel 10-01800-020-60 3785 Nicols Rd, Eagan 2,760.00 Parcel 10-01600-010-79 2141 Silver Bell Rd, Eaqan 660.00 Parcal 10-01800-060-73 ``2101 Wutherinq Hte Rd, Eagan 2,659.53 TOTAL $ 6,079.53 T 1 n• • - Q ~ ~ L o Q W /i N m Y \l 3rd Q N U u - ~ Q d ¢ a \ , ~ i~ r O W z w LU cr LL. ~ z ` w 7- a~ S O~' ¢ O a Z ¢ ~ cai pp ~ ~ ~ 0 ~ W U _ \ Qj ° o p, Z ~ V v LL ~ ~ . C( • ~L~ city oF eagen PATRICIA E AWADA Mayor October 5, 2000 PAUL BAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A MASIN CouncilMembers THOMAS HEDGES ' Cdy Atlmirnsirofor Betty Bassett ' - 2101 Wuthering Heigfits Road Eagan, MN 55122 Dear Betty: I received your voice mail message requesting 1.) a copy of June 17, 1994 conespondence regazding your storm water drainage concerns on Wuthering Heights Road, and 2.) a traffic study for the proposed Cedar Industrial Pazk Development in the City of Eagan. If you have any questions regazding either of the documents, feel free to contact our Engineering Division and speak to Russ Matthys, City Engineer. . Hope a11 is well with you! Sincerely, ~ Thomas L. Hedges City Administrator ms Enclosure Cc: Tom Colbert, Director ofPublic Works Russ Matthys, City Engineer MUNICIPAL CENiER TFIE LONE OAK TREE MAINiENANCE FACILRV 3a7o aIL07 uN08 R0,4D TF{E SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITV 3501 COACHMAN POIM EAGAN. MINNESOTA 55122-1897 EAGAN. MINNESOTA 55122 PHONE: (651) 681 -4600 PHONE: (651) 681-4300 Fwc: (usi ) aei -mi z Equal OPPortunitv EmWover Fnx: (651) ea i-a3ao TDD: (551) 454$535 www.cttyofeagan.com 70D: (651) 454-8535 . "city oF eac~an THOMASEGAN Moyoi June 17~ ~~4 PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER CouncA 1Aembeis BETTY BASSETT iHOMAS HEDGES 2101 WUTHERING HEIGHTS RD c"~"d""""''°,°' EAGAN MN 55722 E.J. VANOVERBEKE C11y Cterk Re: May 31, 1994, Correspondence Storm Water Drainage Concerns On Wuther(ng Heights Road Dear Ms. Bassett: ` The City is in receipt of your May 31, 1994, correspondence identilying concerns with the amount of storm water runoff which currently flows northerly and northeasterly along Wuthering Heights Road across your driveway. The Engineering Division at the City has reviewed the naturai drainage patterns which existed on the adjacent property in the early 1960's. These topographic maps show a natural drainage flow generally in a northeasterly direction. The area on Page 2 of your correspondence which shows a place where Wuthering Heights Road bends to the northeast where water had accumulated in the past has been filled in with the building of houses on the Stevens Addition. The Stevens Addition was approved by the City Council on April 5, 1993. The information submitted as a part of the plat approval for the Stevens Addition generaily directs the storm water runoff generated as a resuft of the home construction to the north and west away from the proposed buiidings. The rear lot areas of the proposed homes in the Stevens Addition was to be directed to a rear yard drainage swale which directs the storm water runoif northerly to the ri8ht-of-way for Wuthering Heights Road. All of the aforemeniioned drainage pattems generaliy conform to the naturai drainage patterns which existed in the early 1960's. Wdh any new developmertt within the Ciry of Eagan, the Eagan City Code requires the upgrade of the public street access es well as edequate storm water improvements to convey the additional storm water runoff which is generated by development of adjacent properties. In the Wuthering Heights Road area, two single-family plats have been approved within the last two years. The first of these, was the Stevens Addition, which 1 had previously mentioned, and the second was the approval of the Wuthering Heights Addition which created two additional lots along the west side of Wuthering Heights Road just north of Silver Bell Road. Wrth the approval of the Wuthering Heights Addition, staff had identified the need for an upgrade of Wuthering Heights Road as well as the ' MYNICIiAI CENTER THE IONE OAK TREE MAINiENANCE FACIIIfY SlJO iilOi KNOB ROAD THE SVMBOI OF STRENGTH AND GRON?H IN OUR COMMUNRY 3501 COACMMAN POINT FAGAN, MINNESOTA 65172•1697 EAGAN. MINNESDiA 55122 iNONf: (012) 681 •4dpp PHONE. (Ol t) 681 J,70p FNC(ei2) 6e1•4e12 EqualOpportuntry/AntrmatNeAenonEmpbyer FA%:(61Z)6B1•d160 1DD: (612) 4544535 TDD: (614) 454-0S]5 ~Page 2 storm sewer facilities to adequately convey the storm water runofl generated as a resuR of the deveiopment. In reviewing the Ciry Council minutes for the Wuthering Heights Addition, City Council deiiberation removed the requirement to upgrade the road at the time ot the Wuthering Heights Addition and suggested that the upgrade of the roadway could take place when further development occurred in the area. At this point, one solution to the conoems you have with respect to storm water runoff would be to upgrade Wuthering Heights Road and install storm sewer facilities adequate to convey the site generated storm water runoff. This process can be inRiated by receipt of a petition from the properry ovmers adjacent to Wuthering Heights Road requesting the City to prepare cost estimates for the installation oi these facilities. Past City policy has been such that any Iocal street improvement costs are alloceted 100% to the adjacent property owners with no cost participation by the Ciry. If you have eny questions or need additionat information, please contact the City's Engineering Division at 681-4646. Sincerely, C \ Thomas L Hedges City AdminisVator TLH/B cc: Thomas A. Colbert, Director of Public Norks r u . ~ . ~ ~ IZ ~ W& ~ ~ ~ ~ Q,, . ~ cc ~ ~ d . - . . / ~4 ~ ~ ° ~ ~'~~-~•~t.~.~'~~ 1~ ~ A49~ ~e-0-,~-l.,c q a~--•1.~ ~a.~c ~ f`W ~ ,44iZ, 7d e4A .jL '00 A-6"~ VIOLe L ~ ~ - ~ • ~ i ~ ~ . / , f ~y~J Uj~ wP `~•C.~ . ~ ~NP k-e~ ~ r ~ ~ . a , - . . . . ' ~ , , . • / ~I ~ ~ l~ ~ i ~ ~~j ~j ~ _ ~ ,iqt'" ~ _ J~" . ~ = - ~ . \ / I 'Y" ' . ~ l' .Y~ C ` i ~ G~-¢-c.. ~ I _ ~ ~ ' f 'f. I: ~ - ~ 1 ; f. ! 1`.:. i , . , I - ~ 4 J ~ ~ i ~ ~ - ~ ~ 1 I I - /Wy~ I 1 __P ~,.~,~c.~ : i ~ , ~ ~-r~.l ~ fJ ~ . r P. kJ 7 = I ~ i _ , . ,,;i ..a_.i~@J ~ • . . ~ ~~J y v~-v . 1 r i~~li _ t \ . ~ f / . . f " / / / ~ I _ V~V_`rr /~r ~ I v - v~/` ~ \ li~~ ~ - ~ ~ ~ . ~ ~ ~'u=~ . ~ ~-e ~ U , ~ ~ ~ . ~.ir . ..s . - r . ..i. , . ~ . . . . , . . . . r• •MF~uAw: e.a I \ 1 ~ I ` ' i 1 1 ~ ~ ` ' ~Y ~ 'qi" : \~111' ~ ~I' u.' v ' : , ' ' ' . , • \ 1~~ ~ ~~1~{ G..ia ~ ~ ~1 ij'~~~~/,.'~ ',M. ~ 1 1 Ir . ~ 1 I ~ ~ ` i ~ ` ~ ~ . ~ i: i i ,vi ~ i ~ i ~ ~ ~f;^r i . 1 ~ ~ ' ~ ' ~ • _ I _ ~ ~ ~ ~,~~\t•1 ~ ~ ___~~Ii~i~~i~~~~i~i..=`~~~~p~``~~ ~ / ~41~l;~i I~il~.. il~.'•. ~~i ? . i ~ J-~ ~ \ ~ . `l:'~. ~ ~.i ~ ~<.~'.i, i . ~ i t ~Pr ~ •>o=,-l:~~ % /%n.i ~1 I ••r_ _y- ii ~~~~~~p~~~~ ~ ~ 1 l JI !~/,//ll ~ ~ ~ ~ i ? ? . ~ f ~i -%i iii 1 ~ I ~ ~ ii4, i ' v • y~ ~~~'~~a~~/~~ii~~~i' ~ 1 1 i i ~ . ~ _ ~ ~ i~~,,. ~ ~ h~~~~~~iii~~~t~ ~~i~~~~.~ ~ A/ 1 ~11///~ / I/i~G~~i/~ I ~ ~ r ~j:r os~'•i~ir ~i \ ~ in~i~i~l ri~~ 1 I _ r ~;.il j ~ ~ ~ . . % o~r ~ ~ i ~ ~ ~ / Y/ ~ . ~ ~ . M!,?Um1Ep . . ~ 1111~~ ~:~~i1~ ;1'I 1'? oa . ~ t~lSiNUC11MJ . ~ i ~ ~ i. a/~~i~n~tq ,i Yi ~ /~l ~l ~~~i~~~ ~/i 1 . ~ li. , ? ' ' i~~~ I~i ~i~ii~.~ii~'~ ""t4~ / (~i I ~ ~ . ~1~ V\. . ' . e / I ~ i . i i/ i 9 4ii S {s . ` f ~l i / ' . ^ • i . ? I i f / iY I' i. f jI 6l I , \ I. ` . . . I. / ~i / ~ :i.'/i/~i~ii / ~ i \ ~ . .I q ? • I ~ / / i~ „ ? / ~ b. . ' \ I 1 . ~i i i '~ii~ ~i~ 'i i~ / ~'!i ~ \ ? ? ` 4. ? ~ y.;A'. \ 11 I ~~ii i' i/%/i/i i / i ~ ~ y• i 'i. / ~i+~% ; i ij~~ ~/~b~i ~ i i ~ ~ ~ 1 ~ li ~i~ i~%.., ~ ` ? P` ` ` ~ ~ / I I 1 : ! li~ ~i ~i~~ j ii%i' 'fj; l' ~ ~ ~ 'v 1 lI .t ~ ? ?`T / i/~ i~i~~' 'L " ~ i i ~ ~ /I ' ~ ~ ~ ~ l~i~~~~ ./'G • ~ i~ 1~'-~e j~ ~i'~-73C:i ~ ~ ~ ? ; ~V ~ ( ~ \ . - "j - L -l*.'' /Li ~Ci%i ~/ii ~~_i I / i~ ? ` i'-~~ f •i ~ i ~ ? ~~~'I !O~Nii ~ ? . ? ~ ~ '.n / ' "i~i~ i~~~i~%~~ii :1~a' / I ~ i.: ~ d1t101~~.` . ~ ~ ff• ~ / f~ X ~--~iiG/itY y~ I - ` ~ ' • ~ J ~P AeTM~'A+T _ ' `%~.rr~ ' / : ~ ~ ..c- • . ~ ~~.I ~ _ . 1 11 ' - / ~ ~ i ~ I 'wL~ /i • ' ~ • ` `A * , • I 1 -r~ ML1a1O"T rLtt lfevRf 11EDITIa~ r leaL $ 1 faeL - 100 !wt • pae~1EL l oM o loeatim I /~4'~~ No .tee araefnv vLm.e mell i~ ~l !I-}••~ • d 1 ~ I~i J,\ ~ ~ ; ~I ~ M ea.. aoa.enecim wp1n.. ti;i' 1~' ~ ~ 1 1 - ~ ~J ~ i ~ ? . )l ~ ?Y i ~ 'levevtaPe7 7~ehawA !iw ~ i~ _ ;f • ~~1 ~ ' ~ J ~1' ~ . ~ 1 wIA)~, L• ? ' ~ ~ . l` i i ~ ~ ~~N-.- Wkota C.-q' °O tO A n.c.e, aat7 70. 19112 i,{ i- i h t '~~.'l. J~1~i'1j61~~~ ~ W > 1 1lviwd OeCal~ 3. 1997 ~C~[~~ \ P II 1 '~1 V I Ily \ ~ \f ~ ~ ~ ~ ~ M1wd IWeaac7 9. 199) \'I~ ~~1/6 1• i l~l \'_i 1~1~~~ ~~\I . ~I~~.I~~ ~ „ . 7Tp IN~/"I~N ~v ~3""~~e^~.....ecu-~~...y..~~.~~'_-y..<~,.,.~~.,~.~..z w..:.A......~~?.~...,~~~s~~~' / i I WuTµIZ R/A1C, 41 Ts Rd , ~~_GDELMARH.3CHWAN2 F • ~..e....~..~ - ' • on- ~,'-~-Ie , ~~~blOIRN~IWlRTnutt 1W~lY011rR.WMI!lOtA1Y~ ~~VRftfM ~ ~"~L A m~' ~ .u.p~itc . SRF No. 0003908 DRAFT MEMORANDUM TO: Thomas Colbert, P.E. Director of Public Works FROM: Marie Cote, P.E., Senior Associate Andrew Mielke, Transportation Planner DATE: October 10, 2000 SUBIECT: TRAFFIC S7'UDY FOR THE PROPOSED CEDAR INDUSTRIAL PARK DEVELOPMENT IN THE CITY OF EAGAN Introduction As you requested, we have completed a traffic study for the proposed Space Center Air Cargo development in the Cedar Industrial Park northeast of the TH 13/TH 77 interchange in the City of Eagan (see Figure 1: Project Location). The pnrpose of this study is to determine the traffic impacts on the adjacent roadway system related to the proposed Space Center Air Cargo development, full development of the Silver Bell Commons building and the Cedarvale area redevelopment as described in the Cedarvale Traffic Study dated September 25, 2000. Traffic operations analyses of the a.m. and p.m. peak hours of the adjacent streets for existing and future 2002/2010 conditions are included in this study. In addition, this study includes a review of truck impacts on the adjacent neighborhood, due to the future development of the area. The following key issues have been addressed in the study and are discussed in the memorandum: • 'A'hat is the current peak hour volume of trucks on Kennebec Drive, and how does this compare to the peak hour volume on the adjacent roadway system? • How does truck traffic impact the existing roadway system? • • Will the proposed development generate additional truck traffic on the roadway system? • How will traffic generated by the proposed development impact the operation of the adjacent intersections during the peak hours? r •y!,' ' /I ~!!I ~ `1~ ~ a4\/ . ~ ~;i a i o~ , Z / DCK 141' ~ ~ h A//. Op ~ J4• / 1 //t/ / RD. / ~ ~ ~ 00G / sy5 / E0~~ a ~p~'RY 4a/ \fF % FOX CRESTRIYE 0 U ~ P RD. ~ 20 1 EPPO'Iv~pA MOFIiEREY ~ I LA. p I B1R aium; ~ \ ~ ' ~/y a/ 1- N' (T ~F'fi~ : i{ G f.~ J`B(UEBILL 1 oa.,~,l% RD;~ 44.REDROBINLA. ~•S~ ~ 1 //'1 FVN11NG043 GREYDOL'EDR. \ILVERBELL y R0. 151LVCR~ BELL ¢ , - ¢ RD. i' C~;\`\ ~ i 13 if a9°At11 s~ ~ OP' PY: % GOLD~.~_. ~ I 04% m G~ QFJ'~~T1NE OR I 1"~ ,CGIlt, ^v'ie'~ S i O s~ ~ w ~,p~el ~ HR ANEAVE. i ao co:n L_ w ~ oR c~` cv". rR t cT. ¢oj 11i.o I OAV_N, GORT cia l~,::• / d"~% ° ° ta. ~ ~ iz~J+`~ r ~0~~ V Gc MONiI'CELLDRV P ; ¢.FP J.I DR. ZR.,~ `F ~i. 1~1 I 4 2• SAfi--LL Z AVE G66F0 (F i Q ~CT~~ TnCONR Ea 1'il. ~ ~ ('7 C. s %IM1CE ~ i~ ° 1 I w 1aL~r i\eLUE F 2 I w~~ PL S~ CARNELiAN ~A. 49.SKYVRKL4 ,~CSEa ~ / - c D ~ L4 . E,R ~~T Ijr ~y ~1 a E ~ Jr~e 3W 2` ~161. ~ r I M I( /6~~ lli df~D Q Z ~ o I ylg M,EA00 I I o i r o~ d c T. ? g J S I m I PE. Gt ~ ~R/ L m ~ RNE~ I°C. \ U 2 0< t ~ KATIIRYI: Q cT: T u R /I WATER t v. p I i~ ¢ 1 ~ENF1E l D S. A U B Y PPHIReR ~,y~ I R~D C ~ I ~ GT. O \ / ~EEKS~CE , l.l ~ O IRCON L4 I I PT~~ C D0.. Z I DIFFL'Y 6 SY Cli1PMUNKCT. G~ ~I, Y J~ I n I I u h pl*,' f ~ / I CORAL lA OEER '.AUfM!'O,,t,J C. ~ z s ~ N N. TlA10E C' O LL O Z g ~ 5.~ T1AR Q/py,~ Q,O (n WPY ~ % BR/.\T .a I AMeE / Ci~i ~I D i Eq iI~\ ilI GLORY~ O ~ ~ \ \ ~ o ewc R r/! METGPLF OR CT. tl G~ J ~ ttZM ^ SR \QD ` `'P~k~$ P yt~ B 1 c~ ~ <i_•A/ =Qi[j. U~ mI ,~rH L"cs j R~'l vi i++f ~l¢I (w~ i1~ ~~CG`~4'~/ w W C ~ 75E i D 6 N I ti j c. !I ~4 r ` Hox FI '3; ~l I .i%AwvasL6ACn;,i:G/ CE RIDGE! TR. l \1 ti U IM ~.IR o~,a ~ O' 6 m F t~E V SMALE ~lA I I DGE =lfy p R F KE. CFL^ CiS i 31 J• KYLE{yy 171 ~ Q.-LR. 1170._:~n CITY OF EAGAN FIGURE ~CONSULTING caoU., INC. pROJECTLOCATION 1 SRFNO.OD03908 CEDAR INDUSTRIAL-PARK TRAFFIC STUDY Thomas Colbert, P.E. -3- October 10, 2000 . • Are there any improvements that may be needed to accommodate the additiona] traffic generated by the proposed development? • Vdhat will be the impact to daily traffic volumes on the adjacent roadway network? • How will truck traffic generated by the development impact the adjacent neighborhoods and intersections? • What are the impacts of modifying access at the Kennebec Drive/Silver Bell Road intersection? Existing Conditions Currently there are several light indusfial businesses within the immediate area of the proposed Cedar Indusd-ial Park site, and residents are concemed that an additional office/warehouse complex could lead to an increase in traffic delays, promote unsafe intersections, cause air and noise pollution problems, and create additional transportation related impacts. The developers of the Space Center Air Cargo site recently commissioned David Braslau Associates, Inc. to complete a noise impact assessment addressing the potentia] noise impacts that may be created by the proposed development. The study concluded that any additional noise impacts created by the proposed development would still be consistent with State standards. Truck Traffic Various ]ight industriaUwarehouse businesses located near the proposed site are responsible for ~-:erating truck traffic consisting of semi tractors and straight trucks. Due to differences in , chicle size and acceleration, trvcks require longer gaps in the mainline traffic stream and longer right-and left-tum storage bays. Many of the truck concerns involve the lefr-turn movement from Kennebec Drive onto Silver Bell Road and the queue lengths for eastbound Silver Bell Road at TH 13. These movements are considered to be critical movements since they involve gap selection and lefr-turn storage length requirements. Hourly traffic counts were taken in September of this year on Kennebec Drive and Blackhawk Road to classify the vehicle types and determine the volume and peak hour of truck and adjacent street traffic. The daily count data is summarized in Table 1. Thomas Colbert, P.E. 4- October 10, 2000 , Table 1 Daily Volume Summary INTERSECTION TOTAL TRAFFIC* TRUCK TRAFFIC pERCENTAGE OF TRUCKS Kennebec Drive 1,893 1,016 54% Blackhawk Road 910 232 zs% 11 •lncluding wck traffic As shown in Table 1, Kennebec Drive currently carries twice as many vehicles and five times as many trucks as Blackhawk Road. The percentage of tiucks on Kennebec Drive (54%) is significantly higher than on Blackhawk Road (25%) or TH 13 (5%), due to the industrial land uses on Kennebec Drive north of Silver Bell Road. The percentage of trucks on Kennebec Drive is higher than a typical industrial park based on the industrial park land uses surveyed in the Instimte of Transportation Engineers Trip Generation RepoRS (1-22 percent). The peak hour count data is summarized in Table 2 below. Table 2 Peak Hour Volume Comparison ROADN'AY A.M. PEAK P.M. PEAK Truck Peak All Vehicles Peak• Truck Peak All Vehicles Peak* Time Volume Time Volume Time Volume Time Volume Period Period Period Period Kennebec Drive 7- 8 113 7-8 160 2-3 58 4-5 194 Blackhawk Road 7- 8 19 8-9 78 1-2 27 12 - 1 108 `Including wck traffic As shown in Table 2, the a.m. peak hour for truck traffic was 7:00 - 8:00 a.m. on both roadways. The p.m. peak 6our was 2:00 -3:00 p.m. on Kennebec Drive, and 1:00 - 2:00 p.m. on Blackhawk Road. T'he a.m. peak hour of the truck traffic coincides with the a.m. peak hour of the total traffic along Kennebec Drive, and is within one hour along Blackhawk Road. The a.m. peak hour is also the highest volume hour of the day for both the truck traffic and the adjacent street traffic. Therefore, analysis of t6e a.m. peak hour of the adjacent street (7:00 - 8:00 a.m.) traffic will also show an overall worst case scenario for truck traffic along Kennebec Drive and Blackhawk Road. The p.m. peak hour of the truck traffic does not coincide with the peak hour of the total traffic for either roadway. Malysis of the p.m. peak hour of the adjacent street will show a level of service worst case scenario, since the traffic volumes on TH 13 would be significantly less during the p.m. peak hour of truck traffic (2:00 - 3:00 p.m.) than during the peak hour of the adjacent street (4:30 - 5:30 p.m.). . Thomas Colbert, P.E. -5- October 10, 2000 , Based on the hourly traffic count results, existing tuming movement counts were collected during the a.m. and p.m. peak hours of the adjacent street traffic. Turning movement counts were collected by SRF Consulting Group in May and June 1999 at fhe TH 13Blackhawk Road intersection. Al] other intersection counts were collected in September 2000. The truck tuming movements were counted sepazately at the Kennebec Drive/Silver Bell Road, TH 13/Seneca Road, TH 13/Shawnee Road and TH 13/Silver Bell intersections, The truck turning movement volumes at the TH 13Blackhawk Road intersection were estimated based on the hourly truck count data on Blackhawk Road and the truck volumes counted at TH 13/Shawnee Road. The existing truck and total traffic volumes at the key intersections are displayed for the a.m. and p.m. peak hours in Figures 2 and 3 respectively. Table 3 shows the number of trucks as a percentage of the total intersection volume during the a.m. and p.m. peak period of the adjacent street traffic at the five key intersections. Table 3 Peak Hour Truck Volumes(') ~ INTERSECTION A.M. Percentage P.M. Percentage ~ Silver Bell Road/ICennebec Road 56(730) 8% 40(586) 7% TH 13/Silver Bell Road ]OS (3,466) 3% 85 (3,555) 2°/o TH 13/Seneca Road 75 (2,241) 3% 65 (2,502) 3% TH 13/Shawnee Road 77 (2,142) 4% I00 (2,425) 4% ` TH 13/$1ackhawk Road 79 (2,224) 4% 72(2, 566) 3% 0) Numbers shown in parentheses are total intersection approach volumes (including trucks). As shown in Table 3, the intersection of Kennebec Drive and Silver Bell Road experienced the highest percentage of truck traffic of the three intersections studied. The day the counts were taken, trucks made up approximately 8 percent (8%) of the total vehicles at this intersection with the majoriry of trucks making a left turn onto Silver Bell Road from Kennebec Drive or a right turn onto Kennebec Drive from Silver Bell Road. The number of trucks during the a.m. peak hour at the Silver Bell Road/Kennebec Drive intersection differed between the hourly count data collected on a Tuesday and the manual tuming movement count on the following Thursday. This displays the fluctuation in truck traffic that can occur due to distribution schedules. The peak hour truck percentage at the Silver Bell Road/Kennebec Drive intersection is lower than the daily truck percentage counted on Kennebec Drive because of the volume of passenger cars on Silver Bell Road and reduced truck volume counted during the a.m. peak hour. Many of the passenger vehicles that passed through this intersection had trip origin/destinations at Silver Bell Commons, Silver Bell Business Center, or Tesseract School. 0 l4, Z R~ pP ~OJ ~9 S~ R~~ p2~r U ro ~ /119~ o~~ / . ~ yh?' / `ryG\IN \LRY ~+Ee~ ~x \ CREgiRIJ3E c lA 40, , . ~~RPc~~ ` MOMEREY c~'9I U p I ~X6ryZ, • 3!2 \D E'~ c t!BiF iruo z~ u Q'.. ~.i ? I ^=9[p pP~ ~ I m ? ~i~~ O V 4 \C~~ \ ° ~ • QS/ y~~ I ~ m ~ r ~ y y Mplq / ~ B(UEBILL IDR~~' ~C"~' S~`~ \ \ P; ~ ~ p . 9p y ~ , ~ FI.M'INGO D. a2. P.EU R08t4 U 4 7. GkEr pOVE DA. SI! VER 6ELL RA ~'j/ ~¢y, g w ~ I:vcR ~I 8-LL i p o > d ~ - - ~I c~yl Y F77~~,'~ n• ~ ~ ~ 16' ~ ,o.•'\4y /r 3 g ~ ~`,>mQq 'y l~`\ c W,. c0,a Pi. I O,: W P 60 I ~~~~~`//i,j~% PµJ; ~ )i ~ ~'GP • ~O GC! D,yh~4~ OR. 6 . R ~1 1 ~`N` r S. JS `~1~ q\~ cR ~ F/ . a F c SJ\E/~ ZR, 1 ~p fT co~ e`\ I ^J1 51eL[Y ICE 0 II a [ i'~ I ~d rx~e ~ G ~ "~M1••~~.1 Nr'~ O LL. GT. J iJ .`4E1aE4 I ~+II I . 1DF ~ 1~4 C0. W 7 SRNE l1 W~ LA -,i::A. CT : ~f~ n ~ Cq lADE Z < 6~ L4. t6'.. ' E.°. ~Z I- > ~ S i! o ~~1 0~ _ !5 ml,eo I g ~li f'/• ( r e ~ Vo. ~ ~ \ wn\OrE `u i/,~1~ I~~~Sp~\~'•~l lI`\ "'tis~a°:•ii' ~1 J I / Q` G I ENFICL~S p Q ` n ~'~1 j/ / i ~_R D~ %i~ 02EErc5 ~ /j I C 9 GT. \ q. ~ Z A/Z oiFF~r -=r-- ~ - P ivMUNKC r0 J O 11N,8E % R ~j lM9F 0 ii~m`~ 'IIII . 6\19~5 o E R\,. ~ A~" ~ir ST. METGALF \N 0 P • p1 /y 1' D.l N0 J.14 ~ ¢ l p\ . u: I ~~vTM; J \ 1 g n~i.x.h ; . E~ GEND ,pL ' . ~ i ml Q\hi ~~J~O VAS ~'~.G i F `Ba[ =J ~~ES XX =ALL VEHICLES l~E i 4I 0`4 FO%RIoce , (XX) = TRUCKS aR. 5i~_ l{~ u o, . pfiAKEl 0i` G~F If 31 r & =TRAFFICSIGNA L iotie wr ~ / ~ ~ Q = SIDE-STREET STOP ~ „j ~e~;.l i7o ~ CITY OF EAGAN FIGL`RE mcoNSOLTIr:c cAOV., tNC. EXISTING A.M. PEAK HOUR TRAFFIC VOLUMES 2 SRF N0.000J906 CEDAR INDUSTRIAL PARK TRAFFIC STUDY o ii Z p'6 Q1 ? ~ . ~ ~ / ~ R~ p ~r % ~ ooi 'O Q NN7? O °P ~O J \ ~~0 90 pp ~ ~ ~ < \'o>,~„ ao. ~ ~\`"s i/', ~.sys ~ , r~•<~ itED ` rc \lR~ X FOk \ CRESTfiIDGE ~ LA. c~~ / ( • ~ 'sF~~ea`'~p\.+orrEaer ~~o ~ .t ~ qa\E9 a rcvuo o 's S40 ~Efllp~~?i.. QI Qm i 1 < l ~ ~ \ ~X ~P\ey~ / ~ ~ ii"' • / 1~, c0~ A ~ nnzEL1~.~/ i oa:•.~ r, ~ 0E" O ti ~n I a2 RED ROBIN U a I ~FLMIINGO 43 GREY DOVE DR, . i L-~ }i~I ? SLLVER 9ELL '~I...~~RD w~ iLVFA~I BELL i¢ Q ~ = ~ x' 71 1. „ I't;. % .fa'.•"~ S:a 6 coLd.PT.m R./ ^~9 Pe,'/Ye~ 'so ~o~~ '~~ia ~ /"?oto/~ Y OF d' v rR, y ~iD ~ C.~ t` Ci ^J ~ SJ`NND4. /I R' 1 T C04R E` i s\ 0 . m.. ` I% EIBLEY I l i~~ i ' qaR r J ~ E ` 7 w r\ YI P AICE L~~ J IIJ -~PJ ylI I o ~I ; Nf~ 4.4 ; m~ WI5 I vT. / I~~ . '~fif U.• ARNEiLIM't L4. V.. . CMELScA !q j i Jaoe ? 2 ; ~ T I a -~e~ ''~ea;~ ;I; e: ' M;Ewo, aR i A1 K'1t i% ~ t ~ RD/ ~CREFKS ~ ~ ~ r116 CT. 1 i.! ro J 7 DIFFLEI' •--y O . J y ~iD i R ~ iGMVNK C ~0 % r /1 ~ ~ i / ~ •.37; ~ ~6, ~ \ ~ - r S~ R ~ ~ ~ \ e ~ vy uP nr.~eER r / O ~ \ /p ~w nMe Eq /p /J iii 11N 9T. MEIGALF ~ LEGEND ` a 9TN/ J. `y\ 91 o T. L^~ O~ ~%;5 LF.i wc, XX = ALL VEHICLES iDIe .vu enciF; i % (XX) = TRUCKS iR e I I'~ I~ I m~ ~Ok R10GE v " Ke! = TRAFFIC SIGNAL $ rcvLe w,r ,~r ~ Q 16l 191 . DR. ei tE; =SIDE-STREETSTOP I ' ~e, m' no._~d ~`~;rE: ~~r, CIN OF EAGAN FIGURE ~CONSULi1NG cROUP, INC. EXISTING P.M. PEAK HOUR TRAFFIC VOLUMES 3 SRFNO DOOJ908 CEDAR INDUSTRIAL PARKTRAFFIC STUDY Thomas Colbert, P.E. -8- October 10, 2000 During the truck counts, special attention was given to observing whether or not trucks were , interfering with the operations of the subject intersections. Observations at the intersection showed that during the p.m. peak, lefr turning vehicles were queued beyond the driveway for Silver Bell Commons and Silver Bell Business Center, almost to the intersection of Silver Bell Road and Kennebec Drive. The queue did not appear to be a result of truck traffic, however, there were instances where the green time for vehicles tuming nonh from Silver Bell Road to TH 13 was not sufficient for all the vehicles in the queue, due primarily to a truck attempting to make this tum. Other observations included numerous stop sign violations by passenger vehicles at the Silver Bell Road/Kennebec Drive intersection. Drivers of passenger vehicles were able to see traffic on Silver Bell Road without coming to a complete stop. The truck drivers always came to a complete stop, but then at times experienced difficult}, maneuvering the turn before a car entered the intersection on Silver Bel] Road. Another issue related to the Silver Bell Road/TH 13 intersection is the two driveways located just west of TH 13. These driveways are approximately 270 feet from the intersection and there were instances when southbound vehicles at the TH 13/Silver Bell Road intersection would queue past these driveways, making it difficult for vehicles to exit. The other intersections where manual truck counts were performed experienced fewer trucks than the Silver Bell Road/Kennebec Drive intersection. Two of the major concerns at these intersections relate to the safety of vehicles turning onto TH 13. This segment of TH 13 is 55 mph, and larger Wcks are typically not able to accelerate to highway speeds in the limited amount of distance available. Car Traffic The proposed development site is located in the northwest quadrant of TH 13 and Silver Bell Road, immediately northeast of the TH 13/TH 77 interchange. The surrounding area consists of light industrial, office and warehouse land uses. There is also a private elementary school, approximately 15 single-family homes and three apartment buildings located to the south of the development site. There aze two primary roadways that provide access to the proposed site, TH 77 and TH 13. TH 77 is classified as a north-south principal arterial and serves as one of the primary Minnesota River crossing routes for traffic between the southeast suburbs and the west side of the metropolitan area. TH 13 is classified as a minor arterial-reliever to I-35E and runs southwest-northeast along the west side of the City of Eagan. ' . Thomas Colbert, P.E. -9- October 10, 2000 Traffic operations for existing a.m. and p.m. peak hour conditions were analyzed at the following key intersections: • TH 13 and Silver Bell Road • Silver Bell Road and Kennebec Drive • TH 13 and Seneca Road • TH 13 and Shawnee Road • TH 13 and Blackhawk Road Current traffic controls include signalization at the TH 13/Silver Bell Road intersection. The Silver Bell Road/Kennebec Drive, TH 13/Seneca Road, TH 13/Shawnee Road, and TH 13Blackhawk Road intersections all have side-street stop control. A traffic signal is scheduled to be installed at the TH 13Blackhawk Road intersection in late summer/early fall of 2001. The existing geometrics at the TH 13/Shawnee Road intersection will be modified to right-in/right-out only access as part of the current construction on TH 13. A traffic operations analysis was conducted for the a.m. and p.m. peak hours of the adjacent street traffic at each of the key intersections to determine how traffic currently operates within the project area. Capacity analysis results identify a Levef of Service (LOS) that indicates the quality of traffic flow through an intersection. Intersections are given a ranking from LOS A through LOS F. LOS A indicates the best traffic operation, with vehicles experiencing minimal delays. LOS F indicates an intersection where demand exceeds capacity, or a breakdown of traffic flow. LOS A through D are generally considered acceptable by drivers. LOS E indicates that an intersection is operating at, or very near its capacity, and that vehicles experience substantial delays. All intersections were analyzed using Synchro and SimTraffic to model and simulate the intersection operations. Results of the analysis are shown in Table 4 for the key intersections with existing traffic controls and geometric layout. Table 4 Existing Capacity Analysis LEVEL OF SERVICE INTERSECTION A.M. Peak P.M. Peak /Cilv r ell R ad E C Silver ell oad ehec Ro * A/C A/B TH 13/Seneca o* A/F A/F /Shaw e Road* A/F A/F T i/R a h w nad* A/F A/F " Indicates an unsignalized intersection. 1'he overall level of service is showT followed by the worst approach. Thomas Colbert, P.E. -10- October 10, 2000 ' Results of the analysis shown in Table 4 indicate that the intersection of TH 13 and Silver Bell ' Road currently operates at an unacceptable level of service during the a.m. peak hour, with motorists experiencing significant queuing and delays. Also shown in Table 4, all unsignalized intersections currently operate at an overal] LOS A, with the side street approaches operating poorly. The traffic operations at an unsignalized intersection with side-street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total entering traffic volume into the intersection and the capability of the intersection to support these volumes. Second, it is also important to consider the level of service on the side-street approach. Since the mainline does not have to stop at an unsignalized intersection that has side-street stop control, the majoriry of intersection delay can be attributed to the side-street approaches. ]t is typical of intersections with high mainline traffic volumes to experience high levels of delay (poor level of service) on the side-street approaches, but an acceptable overall intersection level of service during peak hour periods. As shown for the unsignalized intersections along TH 13, the poor side-street level of service can be attributed to a low number of available gaps in the TH 13 traffic stream caused by high speeds and vehicular volume on 7'H 13. Proposed Development The proposed Space Center development would be include a 175,000 square feet building on a currently vacant site of 14.9-acres (see Figure 4: Proposed Site Plan). It is anticipated that this building will be approximately 30 percent office space and 70 percent warehouse. The proposed facility w-il] contain approximately 80 dock doors for loading and unloading trucks. Truck traffic generated by building occupants will mainly be in the form of freight deliveries. The majority of employees at the proposed site would be office personnel, most of whom will work typical business hours. At the current time, tenants of the proposed facility are expected to utilize a variery of vans, straight trucks and semi-uailers. The proposed building is expected to have more office space and fewer truck terminals than the existing Space Center building located at the Minneapolis-St. Paul Intemationa] Airport. The tenants of the existing Space Center building are not expected to transfer al] of their facilities to the new building. Therefore, it is currently uncertain who will occupy the proposed building when it is planned to open in the late summer of 2001. However, the truck traffic generated by the proposed development is expected to be consistent with the existing industrial facilities along Kennebec Drive. r _ P~OPE 0 ~ ..eA~ ,.me . ~ 6,~-. ~ .r.u- ~ m SIACE CFMFLL' r - , ---r _ 9 lu- -r IT A1A r~n m.~i~s ~uoo w ~ DrYE RAN @11&DM6 DATA Mvo Ron~rc~~. A~~ M~. ~IYY. ~or4 tAw~.1~Y~ M. - O~OAti~.Y~Ow+~,lel1.~O11~Kr S I YI~O~ORIt~•\I~Y.d\~ .y : r^ 10~40~~IR1.141YY.a0~ / / VI AOKfA~~Y~ON'y~P~YW V.MITa ~ h~l Y~a~OOM.w~rw~11CA.~lM~V. ~ PARICMG DAtA ~ i _ ww.nm. o.v . w r s.n ru wna~e.~rro~w+~Y1~V.~0 f w~~ o~ 1~ Alm~ V.R.wAG4sY. V IdE~1~l~~•O~~.Y~MV•MW r• .~.~..~,s..~. r. W~ w~w~acw~oq ~ IC111 IMR1 Mb~p Y Ii ~411) \~WC/~g~14UI1~1~o~O11L~1H11C1 ~ w ~ ~ Mb~M d I~ b ...~P..A. A11 W Ip4 CITY OF EAGAN FIGURE ~CnNSULTING GROVP, INC. PROPOSED SITE PLAN 4 s2F Nn noniooF CEDAR INDUSTRIAL PARK TRAFFIC STUDY Thomas Colbert, P.E. -12- October 10, 2000 • , The Silver Bell Commons building in the northwest quadrant of the TH 13/Silver Bell Road intersection is currently 30 percent occupied. T'he building was assumed to be fully occupied as part of this study. As shown in Table 5, trip generation estimates were developed for the proposed development and the vacant space available in the Silver Bell Commons building. Trip generation estimates were calculated for fulf build-out of the proposed Space Center building as well as the Silver Bell Commons building. Trip estimates were calculated for the daily, a.m. and p.m. peak hours of a typical weekday based on information from the 1997 ITE Trip Generation Reports. Table 5 Proposed DevelopmenWacant Adjacent Property LAND USE TYPE SIZE DAILY A.M. PEAK HOUR P.M. PEAK HOUR (Sq. Ft.)/Units Average Total Average Trips Trips Average Trips Trips Rate Trips Rate lo Out Rate In Out Space Center Air Cargo Office 56,000 11.01 616 1.56 77 10 1.49 14 69 Warehouse 119.000 4.96 590 0.45 44 10 0.51 15 46 Total 175,000 1,206 121 20 29 115 Sih•er Bell Commons Business Park °1 164,500 12.76 2,099 (2) 197 38 (1) 53 179 The Silver Bell Commons building (235,000 square feet) is currently 30% occupied. Trips generation estimates were calculated based on the remaining 70% (164,500 square feet) of gross 17oor area. 'Irips were estimated using the fitted curve equation: LN(T) = 0.982 LN(X) + 0.450 Trips were estimated using the fitted curve equation: LN(T) = 0.915 LN(X) + 0.782. TRAFFIC FORECASTS Completion of the Space Center development is expected during the summer of 2001. Traffic forecasts were developed for full-build conditions for the year 2002 (one year afrer opening), and future year 2010. Background traffic was calculated using a one-percent yearly grownh rate. Included in the 2010 background traffic volumes aze tr-ips generated by the redevelopment of the Cedarvale area, as shown in the Cedarvale Traffic Study dated September 25, 2000. • Thomas Colbert, P.E. -13- October 10, 2000 , The trip generation estimates for the proposed development summarized in Table 5 were assigned to adjacent roadways using the directional distribution shown in Figure 5. These distribution percentages were developed based on the regional distribution of households and employment, as well as existing travel pattems in the study area. The 2002 a.m. peak hour and p.m. peak hour combination of background traffic and h-ips generated by the proposed Space Center and Silver Bell Commons developments are displayed in Figure 6. The 2010 a.m. peak hour, p.m. peak hour and daily combination of background traffic (Cedarvale Redevelopment trips and one-percent yearly growth) and trips generated by the proposed Space Center and Silver Bell Commons developments are displayed in Figure 7. / 1/j LID% • ~j, ' , 0 Z ~ J - , •~,S c ~ ,c.°; o0 • i \ ~ / C.~ j ~~i 100/9 4 \y/ ~~1.../ ~i~c'~\ ~ ~BE~ '•'~kso-,~ ~o F ( z u \"Rr s r ~ .po~ e~ / ox \ caesraiDc: o \y/Q R~RD MONiEREYVI lq ~ y o KYLlO ¢ ( ILA ti~ a % seo~ I oe, ,MEri1pJ~~'•. o~ m*~ ~fi cv. t o p '~.4 g ; / ' 4O/O ' 2.E\' ~ ~ i~'/ q•%,l f ~.I r u~ Y' G,~.~^P/ OE,/C< 0 ' MlSEL 4 ~ ~ g'/ • 5o • ~ j.z~enaoeiNu i~--~ . /0 qp FunnvGo N R.~., 47 GRErDOVEDR. x~ SILVER SELL 1 ul+ RD. j^%' I p g -TSIWERW,BELL l'RD. Y~ -77~~c~_. D s r i..~ S e.~`;pe Pais r C I 9. ~O / \ ~ w e`~~~,••~,4qti g ~ c 5 ~3' J~ .o~ ` pQ QTOe' a ~ • j~ / GOLv~. ~ I w ~ PE Tw~ I ~C ~T•~ c a~ .1 /~j~ % i~' .t•~'~'?i'o~'`~.' ',~9 ' ~ i w co~o=~ ~ R~ANenve Y'e G°L°44• \ ~ ~ 5u " \SE I ~ 11.0 DAVEtJ'PORTCIR oa. d* cT~' rR.~ ~1`;.,~/.• ~60 0• ~~Qw Qd• ~ o QS. , t,. ! I ~ oro-'/,.''~ ~cP°/ E~ s~'c t%-, ~ , z , z ^ CRVSf7AL 01' Vi <I MONTi1CELLOnV o.•c:\~J a. ~ ~.JQ% ~F CT.I 4 W lP I SAF.iEIL Zp AVE. Vy J(TIh°" TR.. 4\c ~ ) 1 Q ¢I I W59ROTR. L P\J:' rAcon7 e m < . I I SIBLEY 2ld ~ QyU i~ 4''f w ~y1 PUMICE Z w <4 Z~ 6LL'ES; ~ ¢ S~ 0.~cDR. / ai', vT. 6~\_ . CMELSFJ~ C4RNE~ LVJ~` L4 I 48. SKV~fRY, lA ~ . ~ C 19 ~ II' ~ C4 ~ ~no= '~d i u. I~- ~ ` M1 ea ~ ~ / j 35% gl ~y 2 ~ ~ F I~IJS~`+no`,~M ~ ~~g~ I~ la9 ~ i o aP o. g~ ~$cr._ s~~RO. ~ ~ ye~,~9 I~I ~ 1 i~J ieQ, \ w~f~ p R~~k. ~iU ~ 2 o')V ~G i u n~%~M F~r ~i• ~ ~¢J GIFNF'ElFjS RUBY•y~. VFPHIFE q~~ 4,W ZI4CON U I ~S~ C % OIFFLE" ~ ,m fL'J' a CHIPMUNN GL Y ? ' ^ •T~~ / GOHl~1U ~W ~ OEERSO~ti~,yj~'S / lV• S I o u N. TNBEq j` ~ s r''• ~ 2 5. TIM' 9p rY E ~CT. W ' ~ IJAB p ' ; , ( I cLor~ I ; ~a ~ -'c o o BT METCALF ~ a~nce a / °a~ oR. o EJ ~p 112~+ .F?~ z 't CT. ~py LL i o i ~ ~ O d i~ ~ o c0%c ~ / v c~, h I o li l : ~ o~ f 9 r , TR 1 YS~ O ~~.ioi ` f S M i? L1, iX ~ 1 n~ n CANVF_.S~~~D:'~ ~ \1 U~ c~ GEOM RIDOE FO% RIOG LA E i CURK , ~ GR. I U SIN1E C ppU:Ei DF 7F ~ 31.: 5 7. c I 16~ KV:6 W1Y f):. R. T t'LI U ~'R" G' 110.' O S"~_•~ `E,1 ~J ^a' c5 -`c CITY OF EAGAN FIGURE mCONSULTING cROUP, INC. DIRECTIONALDISTRIBUTION 5 SRF NO. D003908 CEDAR INDUSTRIAL -PARK TRAFFIC STUDY I I r p ~ i ~ . i. 1 / E'~ y4h, w : ~ o« /1, ~vo s ~ r ,s TSr~, ~ r` 001i9 `po~ ,1h °r Y o5/ p S 90 ~Y ~v / VP/ a ~5~~>~ 4 i • aO o Rr 2~~ ~ \,9\"'~'F (~D fok caESiRiDGE g Lq ~ 4~ O`• ~c D r P ~,,Yy ' i~' / • ~Z Ep"~MONTERc'Y 'o I l!` O I 01 ~ ` 0 , 2 ~ 61f. ~ Q~~ j", / qo~y a S~ :Q Xc~F \ m^«o aIu pI 'ER[01e>. X, ~ I m 4el'. ~ 1~ { , ~ ` / ~ , .S~P~ l C3~? ~ ~ ~ r ~ ~ i ~ oi r-~ ~ pJ ~ . . ~E~~ - ~ iii % ? ~('~e ~I j ~•90 T/BiUEBILL I OR",~~~ ~f~ ' • O D ti~ I 42 REO RDBIN U ~y-'~~' \T~ 43 GREY DOVE OR ~ ~rg ~ SILVER BELL ~ I - RD ' ixi -I ` 1I s'J/~~ I W1 RvER_IBELL~rc kI n' j',;:~ ~s~~~ \ 44ti oe- 04. 2u5~ oer b~` `~a % I ^ ~2 P?S; ~ / GOLD\ M. m i / w /r~~•`y-i ~i j Pe i ; S ~ "oe~: ~ ca.n4- (`?oJ !r oR < ~D ~'•S\~ ' \ O~J; `EYJ ~ ',1G_% CR a°,, I/ \ L~'' ti. . S. j oa~l ~ JU'' a ~P ° 0 T CoNrt Ea, \ ~a SIBLEY °s1dqW~ ~o~TWE w, ~ (tt~-YS~a ~jZi\e :eLINr~, I Ia, WI_ aT .c_He~s-~ i ~i~ ~ ''90E uU., i~i I .seNe,unt+ LA. kLa ~ C; JADE = 6, a i T_ s.; ~~A9 ~ i ~yp,~v ~oa. F~,~ il ; • 90 /I • ~7 kC/ ~y0A gOl Y l`L gp1 y ~ e V I~. 1 w,ueR ~uuv ~i > / FIE~Ii 5 r~b Rq ; q T ~ R ~ ~ r~?EKS~ne ~ ' ~ycD,svv - f/ , ~y OL1p1 DR. % > SS i IPMJNN C J 7 ! O eZI /0 .1O ~j R\ \ T ~ ~i 00 \ . A"\ u~ ~O TiMEE s7 ~ ~I ` S U ~0 /.~~TIMBER 0 O ' 6FyJT 7O /S ]GERrq''. . ~t2m 9T. METCA:F \ ~0 P p,~/ t~l D~~'~ O ~P. l\~ / EG ND 9 ~ 1 , 9~y c ~°y XX =A.M. PEAK ia;e i~el o,a z>~'d I I S!1 FOkR~ r. i6nc~,F; ~S~i (XX) = P.M. PEAK CiR SF/ALE LA m~ OGE i pRqKcoR, N pP J~ 31 J = TRAFFIC SIGNAL qi? ~ ~ ,r,2E Q p. ~ ~6'I pR 1N. = SIDE-STREET STOP o I, ~ F a' \`+`re• " i~ ('~,F;17z 0: CITY OF EAGAN FIGURE mCONSULTING cROU., INC. 2002 BUILD TRAFFIC VOLUMES 6 saF NO.ooo39oe CEDAR INDUSTRIAL PARKTRAFFIC STUDY 0/1 - , / ~ R/ 0~O ~ A%~ 3•" , \ti°,~°, 0 ~DC< ,~o . . R~ P ~1D o, -o ~ y;/ 0 0-\ doj2 OJ e / o 'po r,° y iio~ 4~~4 ~yop1 Q~y~/ J , 0 ~p jo 4 . ~ rox CRESRI~E 0 u r~, ~ • /Q ~p~, RD. 1EESy4~' p•1 NAMEREY t~ lA Bin C~n rcvuo a ! u ~ ; O' hi ? "E^ r~ \ % Sp OD ~ i i~ 6% qtm fi ~ iy d •~t 'Sy/ 3. I ~y j an'~ ~ ~,/;•'S ~I oi g' 0 . Hu~~jOj r~fy. 90 /.•.;'Lh~ SBtoes:u t oa•,\,; ~ I @ ftED R061N LA. RG y~• ~5~~ FUMfNGO C]. GREV DOVE DR. y (h- i.~~r o) ~~_J 1 SILVER EELL RD. ILVfR 6ELL a 2 u )GOLOm~~ w~ f ~?,I A i•'~~/--`\lyi?/PPj' /Y 0 ~'pP: ~O GOlD~4. `.~l n ~ p0. ~ TR N ,O / /•:~I \ ~J,. ~ SP , ~ a~v a 4~.°cn \ 4~ / y sW oa. Tua~'>.r za.. po T COkT E< q P E`\ 1 2~ e `,06 SIBLE\ yi 1 ~ ~R/ ~ F~ m ( I ml vT. 4v/r~~~Nr~ CHELSFA o~, IS I ~~1 ~ lA. ' i t^'P ~I F y MNE~IIW'~~ ' ~ I i ~SGI K , JADE < w ' CT. u 1 y p ~4 I LA. Q I'i D:ERlr`~ Rq/~ &ADD, o, O¢. 9Lp~-o L4.LY \`,~pO~ ~ ~ ~~1` ' wnTE0. V- / R~ `]"O L~O NFlEt9 ~ 5 ~ `.~~JD~ •,i,U' K! i i u ~ 6 I T 1 R~D. .11EFN , / D4 ~I ! O r 1'~ Gt \ O O1 ~q 1 CL SOE OGFL'_Y ff. R/ 0OO` . - - ~ ~ i R IPAIUNKC J~o \v$"'o nnteeR J~ O ~ L , p80 ~i7`O n`Msq O o~ ~ 6~ tiOl ry ?p ~ J 7GER ~q` 9~~~ 0~i'~J CQ SYr. 2 ; v ^ O ' LEGEND \ 90~ , P ~ ¢ ~ p~1 m ~ 9TH i J . 0\1 , pG~ XX = A.M. PEAK r VAS'O SAC~o :Jt"HG,i (XX)=P.M.PEAK ioc,E qo" coxRi°GE LA ESC^ r~ {XX) = AVE. DAILY TRAFFIC ci .1 sriuE ~ ~ o I u pppNElrPi' , C~"' ~ 31' J TRAFFIC SIGNAL m '6~! M'LE VAY 171 =SIDE-STREETSTOP 170.-;Cjs 171 cirv oF Ea,cAN Ficu~ ~CONSULTING caoU., INC. 2010BUILDTRAFFICVOLUMES 7 SRFN0.0003908 CEDAR INDUSTRIAL PARK TRAFFIC STUDY • . Thomas Colbert, P.E. -17- October 10, 2000 The traffic volumes on Blackhawk Road west of TH 13 do not include the Kennebec Drive connection to the Blue Cross Blue Shield parking lot. The daily traffic volumes estimated for 2010 are consistent with the 2020 daily traffic volume forecasts in the Eagan Transportation Plan, with the exception of Silver Bell Road west of TH 13. The transportation plan volumes are based on generalized access and large zones. Any time specific land uses and access locations are known, it is reasonable to use the traffic study volumes rather than the transportation plan volumes assuming the general roadway requirements are consistent. Future Traffic Operations Analysis To determine how well the existing roadway system will accommodate the proposed Space Center development, a traffic operations analysis was conducted for the a.m. and p.m. peak hours for year 2002 and 2010 for the key intersections previously listed. The driveway to Silver Bell Commons on the north side of Silver Bell Road is approximately 270 feet west of the TH 13lSilver Bell intersection, resulting in eastbound queued vehicles restricting left-tum movements from the driveway during peak traffic periods. Restricting the driveway to right-in/right-out only with a right-tum lane is recommended as development occurs due to the close spacing. The intersection of Silver Bell Road/Kennebec Drive was analyzed assuming a right-in/right-out only at the Silver Bell Commons driveway as a worse case scenario. Table 6 summarizes the year 2002 analysis results. Table 6 2002 Intersection Capacity Analysis - Full Build 1NTERSECTION LEVEL OF SERVICE A.M. Peak P.M. Peak TH 13 and Silver Bell Road(') E(D) E(D) Silver Bell Road and Kennebec Road* A/C B/C TH 13 and Seneca Road* A/F p/E TH 13 and Shawnee Road*(') A/A A/B TH 13 and Blackhawk Roadf) A B ' Indicates an unsignalized intersection; the overall intersection LOS shown followed by the LOS of the worst approach LOS with existing haftic control and geometrics showm followed by LOS with recommended improvements in pazenthesis This intersecdon will be restricted ro right-in/right-out only movemenu prior to 2002. The installation of a traffic signal and additiona] geometric improvements are planned at this inrersection prior to 2002. Thomas Colbert, P.E. -18- October 10, 2000 The results of the 2002 analysis shown in Table 6 indicate that the intersection of TH 13 and Silver Bell Road would operate at an unacceptable level of service during the a.m. and p.m. peak hour with existing traffic control and geometrics. Hocvever, with the recommended improvements described below, the intersection is expected to operate at an acceptable level of service D during both peak hours: • Northbound and southbound dual left-tum lanes are recommended on TH 13 at Silver Bell Road to provide an acceptable level of service during the a.m. peak hour in 2002. The northbound dual left-tum lanes should extend approximately 350 feet to provide adequate storage for queuing vehicles. • Eastbound left-tum lane is recommended on Silver Bell Road to reduce queuing and provide an acceptable level of service during the p.m. peak hour in 2002. The results of the 2010 intersection capacity analysis are summarized in Table 7. Table 7 2010 Intersection Capacity Analysis - Full Build LEYEL OF SERVICE INTERSECTION A.M. Peak P.M. Peak TH 13 and Silver Bell Road") F(D) F(D) Silver Bell Road and Kennebec Road A/E B/D 7'H 13 and Seneca Road A/F ,q/F TH 13 and Shawnee Road A/A p/g TH 13 and Blackhawk Road A g LOS with 2002 recommended traflic contro] and geometrics shoµm followed by LOS with recommended improvements in parenthesis With the following improvements, the level of service at the Silver Bell Road/TH 13 intersection is expected to improve from LOS F to D during the a.m. and p.m. peak hours: • The Cedarvale Traffic Study recommended an additional westbound-shared through/left-tum lane on Silver Bell Road at TH 13 to reduce vehicle queuing between closely spaced intersections. The intersection will operate at LOS D with this improvement; however, existing split phasing would have to remain for future conditions. An option to further improve capacity and eliminate the split phasing is to provide an additional left-tum lane and an additional through lane. This approach would consist of dual left-tum lanes, two through lanes and a right-tum lane on the east approach of Silver Bell Road. • , Thomas Colbert, P.E. -19- October 10, 2000 • An additional eastbound right-tum lane is recommended on Silver Bell Road at TH 13. This improvement would provide capacity for the heavy right-turn and reduce vehicle queuing that could impact the operations of the driveways immediately west of the intersection of Silver Bel] Road and TH 13. An additional left-tum lane is also recommended to provide consistency with the east approach of Silver Bell Road. This approach would consist of dual lefr-tum lanes, a through lane and dual right-turn lanes. Thomas Colbert, P.E. -20- October 10, 200-0 Roadway Alternatives In addition to the intersection analysis, two roadway design alternatives were reviewed to address the concern for Wck related traffic impacts to Silver Bell Road. The altematives are designed to separate industrial traffic with origin/destination to and from Kennebec Drive from non-industrial traffic traveling on Silver Bell Road. The alternatives were analyzed for 2010 conditions to represent a worse case scenario. The analysis of the roadway design altematives also include recommended access restrictions for the Silver Bell Commons driveway located west of the intersection of Silver Bell Road and TH 13. The following are the roadway design alternatives that were examined: Altemative 1- Kennebec Drive is modified to a southbound one-way road north of Silver Bell Road (right-in only), and the Silver Bell Commons driveway is also restricted to right-in movements only. Alternative 2- A cul-de-sac is constructed on Kennebec Drive north of Silver Bell Road, and the Silver Bell Commons driveway is removed. The access restrictions imposed on the Kennebec Drive approach are also recommended at the Silver Bell Commons driveway to eliminate the possibility of traffic cutting through the parking lot between Silver Bell Road and Kennebec Drive. Based on the examination of the altematives, the following comments are provided for consideration: • There are three intersections impacted by the roadway design altematives, TH 13/Silver Bell Road, TH 13Blackhawk Road and TH 13/Seneca Road. • Under the existing roadway geometrics, a large northbound lefr-tum is projected at the Silver Bell RoadlfH 13 intersection during the a.m. peak period due in part to the Space Center and Silver Bell Commons developments. During the p.m. peak hour, the retum movement for these trips is the eastbound right-tum on Silver Bell Road at TH 13. Due to limited gaps in the TH 13 traffic stream, dual right-tum lanes would be required to store queued right-tum vehicles in 2010. • Under Altematives 1 and 2, the dual eastbound right-tum lanes required under 2010 conditions are no longer recommended. A portion of the 6eavy eastbound right-turn volume in the p.m. peak hour at TH 13/Silver Bell Road are expected to divert to the Seneca Road/TH 13 intersection. The increase in eastbound right-tum volume at this intersection causes the intersection to operate at an unacceptable level of service during the p.m. peak hour. No minor geometric improvements are available to accommodate the heavry right-turn at this intersection. . Thomas Colbert, P.E. -21- October 10, 2000 • Alternative 2 redistributes a portion of the heavy northbound lefr-tum volume during the a.m. peak hour to a through volume at the TH 13/Siiver Bell Road intersection. A heavy uncontrolled left-tum volume is then created at the TH 13/Seneca Road intersection. The 6eary northbound left-turn and southbound right-tum volumes result in an unacceptable level of service at the TH 13/Seneca intersection during both the a.m. and p.m. peak hours. No minor geometric improvements are available to accommodate the heavy turns at this intersection. The Minnesota Department of Transportation (MnDOT) plans to restrict this intersection to right-in/right-out only if an operations problem arises. • Operation of the Silver Bell Road/Kennebec Drive intersection is improved under both altematives. • An additional signalized intersection on TH 13 will exist at Blackhawk Road for the control of tuming vehicles entering/exiting the Cedar Indush-ial Park. However, the distance between this intersection and the Space Center and Silver Bell Commons developments makes it unlikely that a significant number of passenger vehicles to/from the south would ili:n-ly utilize it. An additional altemative for deterring truck ttaffic on Silver Bell Road is to post signs that restrict truck traffic. Truck traffic could be routed from the parking lots to the Blackhawk Road and TH 13 intersection, which will soon be signalized. This intersection is expected to operate at LOS B, and would be capable of handling the diverted truck traffia The intersection operations would remain acceptable under this altemative because only the truck traffic would be diverted, leaving the passenger car traffic at the Silver Bell Road/Kennebec Drive intersection. The difficulty with this alternative, however, is in the enforcement of the signs. Summary and Conclusions Based on this traffic study, it is expected that the adjacent street system can accommodate the proposed Space Center and adjacent developments in the year 2002 with the following recommended improvements: TH 13 and Silver Bell Road • Dual lefr-turn lanes on the north and south approaches of TH 13. • A left-tum lane on the west approach of Silver Bell Road. Thomas Colbert, P.E. -22- October 10, 2003 ~ The following improvements are recommended to accommodate year 2010 traffic volumes: TH 13 and Silver Bell Road • Dual lefr and right-tum lanes on the west approach of Silver Bell Road. • An additional left-tum lane and through lane is recommended on the east approach of Silver Bell Road to provide capacity and eliminate the split phasing. This approach would then consist of dual left-turn lanes, two through lanes and a right-tum lane. If split phasing is acceptable, the intersection would operate at an acceptable LOS with only the addition of an additional through lane as stated in the Cedarvale Traffic Study. A review was performed of potential roadway altematives designed to reduce the impacts of trucks at the Silver Bell Road/Kennebec Drive intersection. Two of the alternatives involved restricting access on Kennebec Drive at the Silver Bell Road/Kennebec Drive intersection. These altematives are expected to cause traffic to divert to the TH 13/Seneca Road intersection, thereby resulting in unacceptable levels of service at this intersection. Using signs to route the truck traffic from the Silver BelUKennebec Drive intersection to the TH 13Blackhawk Road intersection could reduce the truck impacts at the Silver BelUKennebec Drive intersection while not creating unacceptable impacts elsewhere. . ~ , ~ . citq of cogon ~ , . CITY OF EAGAN 3830 PILOT KNOB ROAD r - - EAGAN, MINNESOTA 55122 :.:s;FAX ,:~'RANSMITTAL . . ' ' . . Office # (612) 681-4600 TDD # (612) 454-8535 Fax # (612) 6814612 TO: FAX # DA1'E L-A( (cH COMPANY TTMR 10, ~ S A ,?-l AITENTION 7-o vv,- !E a r,, # of Pages to Follow FROM: Q~c 4 es <These are being transmitteil as checked below: . , . , , •r, . ' , • - _ For Approval • , . _ For Your.Use ~ equested Fo r Review & Comments ' % As R ~ For PubLcahon _ High,Pnority. " COmmCnts: To Ca~1` ~ Note to Facsimile O~erator: ~p g,~ Please deliver this fax transmission to the bove atidre see. If you did not receive all of the pages in good condition, please contact us. Thank you. THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GR0INTH IN OUR COMMUNITY Equal Opportunity/Affirtnative Action Employer . city oF eagan . THOMASEGAN Mayor June 17, 1994 PA7R1C1A AWqDA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER CouncilMembers BETTY BASSETT THOMAS HEDGES 2101 WUTHERING HEIGHTS RD c'^"Atlrninisfpj°, EAGAN MN 55122 E. J. VAN OVERBEKE CBy Clerk Re: May 31, 1994, Correspondence Storm Water Drainage Concerns On Wuthering Heights Road Dear Ms. Bassett: The City is in receipt of your May 31, 1994, correspondence identifying concerns with the amount of storm water runoff which currently flows northerly and northeasterly along Wuthering Heights Road across your driveway. The Engineering Division at the City has reviewed the natural drainage patterns which existed on the adjacent property in the early 1960's. These topographic maps show a natural drainage flow generally in a northeasterly direction. The area on Page 2 of your correspondence which shows a place where Wuthering Heights Road bends to the northeast where water had accumulated in the past has been filied in with the building of houses on the Stevens Addition. Tha Stevens Addition was approved by the City Council on April 5, 1993. The information submitted as a part of the plat approval for the Stevens Addition generally directs the storm water runoff generated as a result of the home construction to the north and west away from the proposed buildings. The rear lot areas of the proposed homes in the Stevens Addition was to be directed to a rear yard drainage swale which directs the storm water runoff northerly to the right-of-way tor Wuthering Heights Road. All of the aforementioned drainage patterns generally conform to the natural drainage patterns which existed in the early 1960's. With any new development within the City of Eagan, the Eagan City Code requires the upgrade of the public street access as well as adequate storm water improvements to convey the additional storm water runoff which is generated by development of adjacent properties. In the Wuthering Heights Road area, two single-family plats have been approved within the last two years. The first of these, was the Stevens Addition, which 1 had previously mentioned, and the second was the approvat of the Wuthering Heights Addition which created two additional Iots along the west side of Wuthering Heights Road just north of Silver Be11 Road. W~th the approval of the Wuthering Heights Addition, staff had identified the need for an upgrade of Wuthering. Heights Road as well as the " MUNICIPAI CENTER THE LONE OAK TREE MAINTFNANCE FACIIITY 8530 PIlOT KNOB ROAD THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNRY 9501 COACHMAN POINi EAGAN, MINNESOTA 55172.1897 EAGAN. MMINESOIA 55122 VViONE: (612) 681 •A600 PHONE. (612) 681 -d300 FAl(: (612) 681-4612 Equal Opportunliy/Afflrmatlve AMlon Employ8r Fnx: (612) 681-4360 TDD: (612) 45+1-8535 TDD: (012) 454-8535 . ; Page 2 ' storm sewer facilities to adequately convey the storm water runoff generated as a result of the development. In reviewing the City Council minutes for the Wuthering Heights Addition, City Council deliberation removed the requirement to upgrade the road at the time of the Wuthering Heights Addition and suggested that the upgrade of the roadway could take place when further development occurred in the area. At this point, one solution to the concerns you have with respect to storm water runoff would be to upgrade Wuthering Heights Road and install storm sewer facitities adequate to convey the site generated storm water runoff. This process can be initiated by receipt of a petition from the property owners adjacent to Wuthering Heights Road requesting the City to prepare cost estimates for the installation of these facilities. Pasi City policy has been such that any local street improvement costs are allocated 100% to the adjacent property owners with no cost participation by the Ciry. If you have any questions or need additional information, please contact the City's Engineering Division at 681-4646. Sincerely, \ \ Thomas L. Hedges City Administrator TLH/jj cc: Thomas A. Colbert, Director of Public Works . ~ O ~ _ . _ . , ~ ~ ~ i -i ~ ~ o ' : l~J"t? ) ~ ) i ~ ~:)00 A~l_; :''G~~C::c._)'t'_~=;"l";~l")JI,:~"1")_)~l-~ C: G~~CI_7i}•~'7 7 77 ~J0:1~777 ~ ~ ADMIIVISTRATION Tom Colbert, Public Works Holly Duffy, Admin rat Gea an, Police Jon Hohenstein, Admin Dale Nelson, Fire Admin Secretary Peg Reichert, Comm Dev Joanna Foote, Rec lin /Comm Gene VanOverbeke, Finance Kristi Peterson, MIS Ren Vraa, Parks & Rec Mike Reardon, Cable Jim Sheldon, City Atty Joyce Pruitt, Admin Intern tIC~ ~ ~SS f~~- ~de~. d -I~ ,t.l.~:,., ~,~,-...-c- ~,,,,.c, ~ n w ` J~, Q ~ ~ ~-•,.-j4A-a ~~1 ~-r I-~ ~PJ~- A~,,,~,,~- " l~ ~ ~ ~ ~ ~ e ~~5~ ~ a ~ ~ a-~,,~ . i~C.Uf.;~N~FJU(.)UUUJJJJ~`GJ".JJJJJ.J 7~~ C C~ C. l3 ~J J J_J J J J J 1 J J_~ _1 i J O : : ~ 1 T ) ) )•1.i i i ~ i ~ L-.... J ~ JJJ.,..J_,J~'J.~JJJJ10 Zia_ - ~ ~ ...~.AQ ~ , L4~ a, ~ . ~ U(~-~"' ' ( I ' Ao ~ - ~ . -c~ . ? ~ it° L, ? ~ , J kf ~29~ ~ ~C P_t D ~~~-9'~-~ ~ ~--?1! ~O dL r 't/ . ~ a ' " p GCll'~ ~ • G~-~-~ ~p~ ~ ~ ~l~lL~ - 6+-~..~.--~~ ~ ` ~vL~~•c.e.~--t' i,~.~.o ' ~ e~~ - ~d 4,4 ~ e4A ~ ~ (T" Y / , , ; i , ~ ; . ~ - ~ k-P , ; a .~%u~ , i ( I~~ \ . ' ~ 6 < a I . . ~ , ~ I I ' c~-rm F f~, r14J e., . . ~ ~1Jt~u7 , ~ ~t'~c.c~-o • ~ ~-.6-<,c.~cc ~ . ~ ~ ~ . . ~ ~ ~ • ~ , ~ ~ ~i ~ ~ • _ ' . Ci 0~.~+ ~ - • - - ~ ~ 9~d'\ . 'V6, . ~ i ~ . , .03ENEC A . , 1p, ,py, , , ~ ~ ~ ~p - ~ r Ao~0o. N11ARY ftlll~ `,~#~M J'•~, ~~t R OOC. A0. ~I'14t-C ~ f r O ~e OA~ J ,rct ~S ~ ~ / ~ ~ ~a N~, a ~ C-1 0 bordvn ~ .~II1~60%rli (70 I& 7vlia n Ilta t~. ' 4 4%, d%y ( A%i~~1b 11 1 ~ r~Yt1dk'y ? ~ I. ° o ~ A o ~P 03P , P G .1r% t ~lpo~ ~~8J0'4 ~sd '?1 O s~~ 3 ~ s i 030 7°v~ G~? s ~ 'sj / r• ' ~ ~ ~0~ B • ~-~S' ! <O f ~vI : ,o. Thos E 8 .~~i~ ~ Z .s,.,r io-~d Kvnnenl ~ ~~y.. : •ert~w.,~ ~ / tp- 12 l . ~ -n• Z ~ Y ~ ~ • O 'I ~ n ~ ~ y` T j . • ( ~ 1 ~ 1 `f~ i . • ' ~ y~ ) r `1 ? ; M1O Pp~. f1 os r 0~ogav, ~ ~i?~ ry• 1~\0 = f A fN, f (0 . JAfo-,P.4 YY. r Dy~ (r u i€ t F~~JJG~~if ~ r+ , (v v./ w o,r y K ~ _r y 11.ru.i~ z • K~~~~i/ ti m; y : a ~,N v . '~3 . ~ e~t• aa~'~ ,~.r.t, • ' ~ -~'S°z7t 0110-7t 060-T9 ~ ~1: ' ~d• _.-~-Aric io ~P104 '-;~ns i~'w. s.e~ 1~~I'`+':~"" e~G L ~OA O ~ 71.38 423 Ya• f1~Sf w wv7~i )Z2 t"/vG 467-•»~. . .y~ S r (W~~1 1~+~. 1? ~\~v :5(s9t~':k.',~Yt?~Fr~:z3:fw~u:isat~sY.r.~:~:;^:,e.. •.*...,..t-.:. -:=~:,-n"fa~a:~ir.... ~ t~.. . . . . ~ , ,.e. .e ~,f~ ~ ,'~,ti..- . ~~t.,: a,.-.-Y<r s•, •ir_ ~ ` ~ ( ~ i ~ ~---}'~.'..,'~~i,~%:.., i ~r..~,~ ~ • u J i r ~ V' *K : ' • ~ i~~ n~ I_ ' ~ ~ I ~ ~1 f ~ \ _ ~v. . i ,vi ' ~ ~4i~;'~~'~iiy-'~.. '~~,'.~'.~\~\~W~ ~ ? ~ ~ ~ ' 7/~~ ~7,1r:I.i~^ ".~,..-.-~~-_L.1T- t'~---~K-~_ ~~i~_yi,~~ 6,./'6A' _~~I_~~~~ ~ ~ ~ ~pti~~~i,Y~ i~/~-1-~'.~~:'•'• ~t~~`~~ ~ ~ ~ ~ A'~. %~.>'~;.'.~~i:~~~~i~ii:%~ ~ I ~ II I~ r ~ _ I ,--r- • ~ ~ I / ~ J~~i ' ~J` ~~~i i J%~9i~i~~.f ~ ~ II~II i /.i /t/, i X ~ ° ~ ~ ~ ill~, ~ ~ ~ ~ i ~ i i ~ ~~~~~~~i~ ~ i ~ l I ~II fi/~•%//'/%i ~ ~ - ~ ' III/11I~ \r"i~ia ' t / 1 ~ / i i ~ i~~~ ~ ~ I ~r..i• , 7~_~ _ /i i 1~ inGiii.~ ~ i I ii r. AIiENI1NUEU. • ' ~ r/ ~ ~ i i i Fi i rii/' ~ : ? ~ I ~i •li ` ~ . I. ~.i r ~ ~ X ~ '-N ~~y.lSiHUCfIOHJ . . , J_ ~ ~ l ~ • S i ~ ~ ~ ~ x ~ ~ ` ~ ~ i I ~~/'.i~ ~~i~.%"i.iq~~ 'i,,;v,. ~ , . , y `~L l-.~~,~, ~ t``•~e~•..., / i~i"~ ,'~i~ ~ ' i 4iiii~ O/ / l~ i '.sl ~i~ ? \ / 1 1 / / / .i . / /1~'`` ? ~ / _ • • ~ ~ i/~/i~ ~i / r .il ? I ' ~ .i~'~ ~~i~~~~~~ i/ o ~ ~ ` , ~ ~~.p":' ' ~~i" _ . P. ;/f~ i \ ~ ~ ~ i i ~ ~y'~.. ~ ~i / / I ~ \ . ~ i i ~ ? ~/y , / ~i~ ~ i I ~ • i I ~ y{ ~~I ~ ? ~ 1 C~ ~g1 ~ ' ~ ~I ?i~ I/i ~ ~ ' ~ l~ 1 ~ i ~ i~/~i~i ~~~%/~iiii~~ ~ i 1,~ ' - . 1 ~ ~ ? . ~ ~ J~. ~ •:•A- i~~~~i~!v ~ L~ il/ ~ /I . ~ \ ~ ~ .J . 1~~ 7A1 G~ ~zr'~ ~ ~ i ~ ,V '~a ~ • _ ~ . ~ ~'~i ~.'"~i i~~~o~'T3_~i ~ 1 \ ~ ( I \ ~ _L_~~~~.,`'i`~~ {1 e~ r . . i, .4~iiiJ:. I ~ 07V' % ~ ~ . ? ~ ' ,d ~ outlm-1 . ~ . . ~ •y~ {~i~•.~' ~ C~ ~J, ~~~~/~~i~~~N,~~~ii ' I ~ ~ ~ i ~ I ' I n\~1,~4. ~i .tJ, FAF- o~ # J4p~8L'TMXNZ'' I'- ' - - .Il~i~ - J } i~ ' - ~ \ ,\IC~-'~,( 9/ `~,o/r~~` 1 dl~ ' i'~ I I ~ ? E V X`_ I:~~~~1~'.r.~.~`/ r/ ~,~~~iry _ I ~ ~ yr ` ~ j~~ I 1 ~i r{y`~~.rl i t cF I G i / • ? ~ ~ ~I. 1 ~11sa~tY PLt: ETEOA1511COITSbI ~ r ~ ~ j' ? H . ~ beale: 1 lnes • 100 tw[ /I~~~~`/• ~ I ~ ' - _----J~/~ ~ ~ ~ ^ ~ C~ ` i/ j{ w.ssble eoc.e lx.cim I/ / ~I ~ ~ / I 1f~- ) ` ~ Ib tlle / 9+'--04 Plemad Imtl.1 ea.e eemcxvesion Wsana. ~.J , ~ ~ y~~ ~ ~ ~ w..._.. • r ,A'y ` ' i i~ ii i i'-- . . ' i - .i ~ r'l''--.;'- ~ y r. ~ / ~1 \ 1 ' ~ ; SaVC4r.PEY PareheaW fmm naxota counsy_ 1/ 1 r a r,c'• i , ~F~ 7 1 . ~ i'~e= N~C % 7 o u ~ Y! C a~ 4 . ~ ~ ~F~~6 ~ ~ - ~ ~ ~ CW: duly 70. 1992 ~.0 ~r ~~'i9Ai~~r~^'~._ ? ~1yr ; W i ~ul ~iead Oetober 3. 1993 `N I IS Il~ ~ 14v1eM PWCmrY 9. 1993 YI I ~ I~I~~~_== ~ I~ I I I r~l~i•/ \ ~.l'/ /i. I 11\ n t-. ~Ia~~`~_~ ni:.` -.I~~~ ~eo°1 I ~ ~~,~ti ~'•ti'~~~~~.Lr>> 4 i . . ~'pH~ y I . ~I ~ .~i ;UiUTµ~R/NE (~Ts ICd cy~a-.~ J ~OELMARH.3CHWANZ on•7s ff'~"""' w...::.°,"...•:•~"`.~ .r.., • 1l0lOIRX ROlfM TMII IM!lMUUxT. bMNflOTA101 lILp}tm 1 `~^-"L a m 6~n.]` ~Qu:y~?~ 1Kc..IL~ a..cca+- ~teeA ~ r, city oF eagan PATRICIA E. AWADA Moyor October 5, 2000 PAUL BAKKEN SEA BLOM9UIST PEGGY A. CARLSON SANDRA A. MASIN . Council Members • THOMAS HEDGES ' Gty Atlmirvsirotor Betty Bassett 2101 Wuthering Heights Road Eagan, MN 55122 Deaz Betty: I received your voice mail message requesting 1.) a copy of June 17, 1994 correspondence regarding your storm water drainage concems on Wuthering Heights Road, and 2.) a traffic study for the proposed Cedar Industrial Pazk Development in the City of Eagan. If you have any questions regazding either of the documents, feel free to contact our Engineering Division and speak to Russ Matthys, City Engineer. Hope all is well with youf , Sincerely, ~ . Thomas L. Hedges City Administrator ms Enclosure Cc: Tom Colbert, Director of Public Works Russ Matthys, City Engineer, MUNICIPAL CEN7ER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOT KNOB ROAD TF{E SYMBOL OF STREN6TH AND GROWfH IN OUR COMMUNITV 1 COACMMAN POIM EAGAN. MINNESOTA 55172-1897 - - EAGAN. MINNESOTA 55122 PHONE' (651) 681-4600 PHONE: (651) 681-4300 Pnx.(a5t)a9t-atl2 , EqualOpporfunNyEmployer cr,x:(e5t)tet-a36o ioo (651) 45449535 www.cltyoteagan.com roo, (651) asu-Ws . :oF eacjan THOMASEGAN Moyo, June 17~ 1994 PATRICIA AWqDA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER CounCO Members BETTY BASSE77 THOMAS HEDGES 2101 WUTHERING HEIGHTS RD tnv~ern~is~~moi EAGAN MN 55122 E.J. VANOVERBEKE Clly Clerk Re: May 31, 1994, Correspondence Storm Water Drainage Concerns On Wuthering Heights Road Dear Ms. Bassett: The City is in receipt of your May 31, 1994, correspondence ident'rfying concerns with the amount of storm water runoff which currently flows northerly and northeasterly along Wuthering Heights Road across your driveway. The Engineering Division at the City has reviewed the natural drainage patterns which existed on the adjacent property in the early 1960's. These topographic maps show a naturai drainage flow generaily in a northeasterly direction. The area on Page 2 of your correspondence which shows a place where Wuthering Heights Road bends to the northeast where water had accumuJated in the past has been filled in with the building of houses on the Stevens Addition. The Stevens Addition was approved by the City Council on April 5, 1993. The iniormation submitted as a part of the plat approval for the Stevens Addition generally directs the storm water runoff generated as a resuk of the home construction to the north and west away from the proposed buildings. The rear lot areas of the proposed homes in the Stevens Addition was to be directed to a rear yard drainage swaie which directs the storm water runoff northerly to the right-of-way for Wuthering Heights Road. All of the aforementioned drainage pattems generally conform to the natural drainage patterns which existed in the early 1960's. Wdh any new development within the City of Eagan, the Eagan City Code requires the upgrade of the pubtic street access as weli as adequate storm water improvements to convey the additional storm water runoff which is generated by development of adjacent properties. In the Wuthering Heights Road area, two single-family plats have been approved within the last two years. The first of these, was the Stevens Addition, which 1 had previously mentioned, and the second was the approval of the Wuthering Heights Addition which created iwo additional lots along the west side of Wuthering Heights Road just noRh of Sifirer Be11 Road. Wrth the approval of the Wuthering HeigMs Addition, staff had identified the need for an upgrade of Wuthering. Heights Road as weil as the " MYNICIPAI CENiER " MAINTENANCE FACILRY 50.10 VIIOT KNOB ROAD THE IONE OAK TREE ~yp~ ~OACMMAN VOINT FAGAN. MINNFSOTA 55122•1897 THE SVMBOI OF STRENGTH AND GROWTH IN OUR COMMUNRY EAGAN. MINNESOTA 55171 iHONE: (012) 601•4600 iNONE: (617) 6814700 FAx: (e12) 681•4612 Equal Opportunlry/AtllrmotWe Actlon Empbyer iDD: (bl]) 0.S0-0S~S cAX: (bt]7 EBt-U60 TDD: (012) 45d4SJ5 . Page 2 storm sewer facilities to adequately convey the storm water runoff generated as a resuft oi the development. In reviewing the City Council minutes for the Wuthering Heights Addition, City Council deliberation removed the requirement to upgrade the road at the time of the Wuthering Heights Addition and suggested that the upgrade of the roadway could take place when further development occurred in the area. At this point, one solution to the concems you have with respect to storm water runoff would be to upgrade Wuthering Heights Road and instali storm sewer facilities adequate to convey tha site generated storm water runoff. This process can be inRiated by receipt of a petition from the property ovmers adjacent to Wuthering Heights Road requesting the City to prepare cost estimates for the installation oi these facilities. Past City policy has been such that any local street improvement costs are allocated 100% to the adjacent - property owners with no cost participation by the Ciry. If you have any questions or need additional information, please corrtact the Ciry's Engineering Division at 681-4646. Sincerely, G Thomas L Hedges City AdminisVator TLH/b cc: Thomas A. Colbert, Director of Public fiorks ; ; • 3~~ ~ 99 S~ . O~ t - .~t.t•t . ~ Y~e . ~ ~ V-t u- ~ k-a ~ - , . ~ -L,4 ta~-~`~ , . ,U7 -2 . -e~• t° ~ . ~ , ui~ ~ 61~ a t&t Lu-%~ J ~ ctAb- 4 `f ~ ~ ,o ~ ~ . , y . ~ 0 ~ Yb i~- c° ,A,4 CA- , • ~.~/~~2,c~c~ 4ti~ ~ v~.., ~ . * - ~ ; ~ . ~ . / i / , ' ' ~ ~ . . ~ LLe k-e . ~ . , ~ , . ~ ~ ~ . ~ ~ P41", ~ ~ I ' ~ " I i= - = Y - 1 ) 4 ~ 1 ~ ~ ~ . y~Iy-c , ( .i~4-Ai1l" : . . ° ~'~l~'-m'-dC ' \ . ~ ~ . . ' ~ ~ _ " , , ~ ~ - - - - _ ~ ~ _ ~ ~ u~~ - n~,~-~-~° lcR-<--~ . . ^ v ~ ~.~..~cQw u'-~-~ti . v ~K ~ . , ~ ~ ~.a , ; •-(.v~ • r.b .Y~ r. . - f. . . O• . . • ~ ~ , 1 r , . ~ ~ 1;~ , v,.. r„ . ~ 1~, ~ I_ ~ 1 ~ 1 1 ~ ~ ~ ~ ~ ~ ? ~ r~ ~i. ~ ,wi ~ ~ I~„ ~ ~ ~ 1 ~ ~ ~l:~li~i~,~%.:;;iJ~ . ^ ~ ~~d1~~~ ~ / ~ ~il~i;~ ~ ~ iil il~... ~ . i ~ I 4'~• ~ ~ ~ j, ~ ~y,(~~ ~~'!y.'~' I I ~ ~ ~_i ~~y~~~y, r~'.'~... ~ ; -L ~ ~ i~i i. "i '7^r : ~ ~.r , ~ I ~ ~ ~ ~pii qlt'"f!.1 i ' . ~ . • % : 2 ~ • ~ ~ \ ~J~ ~ I•T ~ _~~+±`!ilT.~~".~ . `'J " Y ' ' ~,~.,.}'_i" ~ '1 ~ V!I ~ I ~ fl !I/,iii~.,^ /•~lii~~ ~i .i `y\ . -7~ '%i i/ i ii ~ 1 1 I t ~ . ~ i ~\1;' ~ ? ~ ? ~ ~i i / ~ ~ibi 1 / ~v~//~~~/,'/L ~ ~ ~ %v~. ? 1! ~ ` ~Wj%i~~//l „--1,- .,y "II if, II /•i~ 1 I .i~ .._.a ~ `.il•~ i ~I ! . / `1 j•ii / ~ o dl \l i AI1ENWUE11 i r/ ~ i/. Ai~ . i i ~ I i ./i~ I. a X - . ; , O V % ~~~n . I • ~ • • L&IS111UCI(OM ~ / ~ i' ~i. i~•'.ii / r 1 1- ~ J. . "lw (!j ~ j 1i1\~` .',:/A`,... 1 ~y .r ~ ./~i v~ ~ ~ ?\(i .:1 ~ ~ ~ \ ` ~'.,p f~ 1 . ~ • i~~i i ~ .'Ji~i~:f o~~i ' i \ ~ ..i ~ ii~~~ ~ . i ~ i.~,,• ~i ~i i ~ .i " ~q~y~~ ~i i~ i ~ ~ v~ ~ . !i/ ~ ~ ~ q.i i 4.• ~ ~i~ ~ ~ :i i /~/~~ii i / i i i ~ ~ i i i i^."%.-~ ? v.4~..' \ ! ~ I I ~ . i / $~b i i 1 .i~ i~ ? P~ ~ / r' : i~ i~i~~ %~~~~%ii R% ' ~r~~~l~ ~i~ • i 1 i 1~ \ °1 %W} ~ 1 ~ ~ 1/ ~ I'i ' i' ~i ~ ~1 i~ ~i ' 'l ? ? r ~ rl I ~ / (((qqq ~i ~4 A/. \ i ~ /1 ~ ~ ? ~ sl: Q • ~ ~~if~~i~tii ,~%.i1$=~ ~ I ~ Q- 1 ~ l~ r ~ 'O -~`~l i 1/ f~ _=~/'~i~; ~%i~ii~~ii% I i •v i~ ` ~ i ^ { ? /'i ~ i~/~i~%ii~~ :1~0~ / / ~ ~ ~ . I ` NI101` 1 ~ f ~ /ii~~~/ii/~~ - l ? ~ . ~ {i 1 . 1 ` \ • ~ I I}' ~ r %-iii~iif~~ .n ~ ~ I ` l~ • i +f~ n.l;f %Rw- VV, "",~t ~ ~ _ '?i -_~-_---'-`i.~ ~ : f f. ~ o ;qp)6P.TM9N?' % `4 i 0 • i': r ~ i~/ ~ ~ ~ ' ~ ~ I 1 \ _ ? : V`~~~~ ~ I:'•• l~ w /I i J r 4i ~ ~ ~ ~i ~ ~ R' ' ~ \ ~ ~ ~ 8eW, 1 Snes - 100 rwt ~ A pe.afel. eoa.. lae.ctau ; ~ 14, i ~ ~ ` ~ r 1 •a 1JJ~~~> , I ~ ~ . ~ ~ ~ \ b sib 9t~Qln9 PLm~d mtil ~ ~ I i ~ 4I~e R ...__ea. eae~s:veeim npfa~. ; i p• ~',1~ ~ ~ ~ / ~ ~ 1 rY~.~ ? ? ~ . - , 1 { ~ ToPes.aphP Pmehawd !xa . Dft?ut~Cwn~ Ai~ o ~ -ro~i wc.a, aiuy w. i»z 1 i R~ ~I~1.- I q 1 1.. ~ \ I II i Ml1NA Oetebae 1993 r ~(ty r'r. b-iMd /Wrumy 9. 1993 1 ~j'~M~^• ~ ~ ~~C"1/"I~r/V w•` ~II ~ i11~~~~~~ l? ti~ ' 1 1 ^ ~~I r'~II./ \1 . • ~~-~001 I ~ I+~-~!!.`, 1~~ti~~~~~~ _~/..t ~ . . "~a ` w , ~ ..r.. _I tuLfl'µR;Z /A) C, k~Ta I~d~~c~ DELMAR H. SCHWAN2 . - - - - on•n ..~.M: • #AM FtnetL'a-'.a~. ~,c.~.L ~ ~ f~ ~ - n~.ne aanw ~a+nw~ weerwr.r. wwnon uea ~~w»in~ , t~.~lt.L ~K/Jt.IL' d-GLIw~ /IEA~' , _ _ _ . . ,.~,m . . _ , . _ . , , ~y~ - , u: j . y"" , .k. . _ . , ,-~.,.Tp _ < . . ~ ~ , ~P .nwr i . f`vrt'-R ~ ..~_:un)`~Y" su. . . !t . . S] -ise».~.s....m^: , .'a",~ .'~i."r'^Y. vA . C'^4~M+~' . , r n. .w+W'r~ , ,.s. .r.. .w~ - ~ - -~...i. M..n. . .^.dt . r . . ~ -.3a.~+, ~ . ~ . f!= _t_..-... . n. _ , ~ . ~ - ~ . . . _:A~.. , f b ...a ...la.-e..^^ . ^k . ~ ~..c - "'~~w~+ ? . . ,..rz,.;-yh . u : _ . . t ? . . . ' w1.~~~.a _ , ~ `4. . . . , vS~.... ' A s. ~ . ,L#! . , u .~:f -.uv.. . . . . ....'~:t" , . . ~ ~ . "3 - F . ~ . .~-x . . . . . , n rr .IN t . . ~ . K... . . . m+f 'i~ . M4 w . +.~.:l.;m.. .Mm ..,r . i ..r.- C v . ^i. ~i,kr . , ~ . . ~-w. b . . ..yp~~~,~ , x~ 1 L~~ _ . , . . : ~.,r. e*' x, . _ h: . . i _ ..'R..,..Cf ~ . . . . .e.,.±. _ r^ ~:.a.'b:.~F~ a ~ ~ - . . ~ , ef.- ..:'Y: .~i..,"l . . ~ _ ~ ~ : . ~ .,..lx.r; _ ~ . ..ti.".. . . .,-n. ya.,:,.... ~i.. .w _ , ..~R . ~~.._P_...,_.. -G~i a. F~- ~u ...s _ ,~d. . r^..~ ..,A, : - v-- - . - .c ~w g . ro....-., . - . _..~..a. _ _ _ .,!"Y . . " --~s', _ . - ~ _ 'as - ~ r.~.s 4 _ , .:,..a . ~ . ~ , . Km_ . ~ . . -a.- t~::.a'r ..s._ - ~ . . . ~ ~ wA> ~ : _ r , . _ ~-^.w„,. _ . , ~ . . fi -ng'..~,., . v ` . _ : ~ _ ~ _ „ . ~ _ y u _ , , . ` . . . , -ti, « 4 :;.-.4...,;aCZ~., ~r ~ x . aw~ . ' ..v. _ . sda.:... ,~v, Z~.:,ae..... . . ~ , o . , - . :I.~ - . ~ . ' ' + . , , . . . - a : . ' . , . _ . . ,a..~ ~ ;m. . . i . - . . ' . _ . . - . _ _ • _ ~`.xSg~; . . . - . . . . . . a.;. ' ~ . . . , ~ . . . . . ~ ~ . . - . ~ ~ . _ ~ . ~ . _ . . : i_:.' . . , ~ . .:~n , / _ y at~" . . . _ . . _ : .rt ; ~ _ _ , . _ i , . .i ~ . ~ . . . . , _ _ . . . . . . . . . . ' - ' - . . - , ~ _ : . . _ ~ _ . . , ~ . . ~ . s . _ r _ ~ ~ - . , . - . , . _ . - _ , ~ ~ ~ ~ , _ ~ . . . ~ ~ t w . , . . : . Y - . - . : : . , , . . - ~ ' ~ . ' ~ ~ _ ~ I ~ ~ ~ ~ s , ( p. r \ Y' d ,i o ~ p ~ ~ ~ ~ ~ ' - ~ ~ , i ~ ~ r / ~ sm ~ ~ ~F a~ .s - / ~ ~ ~ ~ - - o. q . / ~s ~ , ! . ~C r , ~ . , ~ e ~ ~ ~ ~ ~ , t s . ~ i ~ ~ ; , ~ ~ ~ i- ~ ~ ~ v ~ ~ ` , ~ ~ ~l ~ ~ , x f / ti , ; ~ rs y. / f ~ P ~ ~ p~ .t ~ . < ~ '1 ~ ~ ~ y~ ` ~ ~ v ~ ~ - / u ~p . ~ / ~ ~v ~ ~ ~ ti ~ . . / . ~ ~PP P~ ~ '~l` l. ~ ~ . _ ~ k- / , ' f : E ~ .tu. ~ ~r ~ ` / x / ~ ~ 6 / ~ _ ~ i .t J-.;} ~ ~ . / .k ~ L - * X ~ ! / p~ , ~ ~ I " ,c ~ rs ~ e°r ~ ~ 9 : ~ ' ~ ~ ~ i ~ r! o ~ i ~ / ~ ' ~ ~ ~ ~ ~ r ~ v~ n - f ~ . . ~ ~ 1 V ~ ~ ~ ~ ' 4 ~ / I f A . . . _ . . . . . . ~ 1 .~tt - ~ ~ / / ` l V . . . ~ ~ y°'~ Y ~ ~ ~ ~ ~ . . / ( ~ . ~ / i~ I . ~ ~ ~ J ~ / 't . . ~ )f ~ ~(1`r ~ ~1. / d~ , ~ ` ~ - ~ \ 1- , r i~ . ~ . ' . ~ / ~ ~ ~ ~.Z ' ~ ~ ~ . ~ . - i ~ ~ ~ .F / ~ •l .._1"".~~ ` / E ' ~ r / . I . ~ 1 der : r ~ / r~ <; 1 ~ r"' ~ . ~ / ~ , ~ oti oo ~ -4 ~ f ~ 'd < ~ 19 ~ fi ~ ~ ~ ~ ! - _...J ' ~1 ~ d ' ~ ' ~ ~ 1 ~ l ~ l ~ ' ~~j i ~ ~ Z, IV ~ . . . ~ ` i. ~ . ~ - ~ ? . ~ ~ i yr ` ~ ~ ~ / / ~ 1 ~ ~ ~ ' i `Q P \ ~ i r~~ ~ r % { / ~ ~ ~ ~ ~ ~ _-.1; . ~ ~ : , i C~ . ~a ~ ~ i ~ 1 \ ~ ~ ~ ~1 : : R / i . As ~ ~ ~ ~ i ~ t Q~ s i ~ \ ~ _ ~ ~ i ~ ~ ~ - i 4 ~ ~ f. ~ ~ i , ~ . , . ~ d i ~ j ! ~ . r I~ , , _ . , , ~O ? ~ f ~ - ~ ~ . ~~t , ~ t , ~ ~ ~ I ~ ~ ~ i t ~ ~ ! p ~ ~ P~ ~ r ~ ~ l ~ ~ s~~".. ~ i ! / I ~ ~ _ : ,A~ y` . ~s _ . , o _ . ~ . _ _ r ~ s, , . _ _ _ - _ , ;y ~ : ~ ~ \ r ~ / ~ ,,,,i l ~ Ot ~ i ~ 1 0 ` i , v ~ ~ / \ i vx ~ ~ , ; ~ w ~ i " , ~r x ~ ~ o / r'''` g ; ' 9*€ 1 ~ p ^ , t~. ,r , I f / ` I , f ' ! ~ i ~ kW . r~ ' I~ i ~ ~ / i~ ' I t' ~~~r ~ s , i~s \ ~ / l i ~ ~ t ~ ~ i ~ ~W 1 ~ / \ - ~ ~ , P~ ~ ~ ~ 6 - _ 'E ~ ~ °_o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 1 ~ ~ ~ i~` - . ' " I ~ ~ ~ ~ ~ 4 e ~ r~ ~ ~ , ~ v / ~ ~ ~ ,e ~ d . - J . R 1 I . ~ \ ~ .l . ~ ~8 I ~ ) \ ^ , t 0 T ~ I ~ '!1\ ~ ` R~~ J~ ~ I . ~ ~ ~ ) . ~ ~ ~ ~ ~ ~ ' ~ . ~ ~ ~ ' ' gy~~ p ~ r'^ I ~ ~ ~ . I ~ ~o l ~ r ~ E ~ \ ~ ~ ~ , / ~ I ? ~ ~ ' I ~ b~-$~/ ,(y,am. ~ . rp ~ ~i . ~ F ~ ~ _ 1 / ~I 4 ~ P ~ I6o i y ~ R ` ~ ~ mr v4 ~ i b f k.._-~'~ ~ i , s_,m~ ~ ~ ~ ~r ~ ~ ~ . „uf, .t ~ ~@ ~ ' ~Q A n 1 ~ ~ t ~ .1 ~t ~ ~,f ~ ~ ~ ' a ~o f ~ ~ ~ ' ~ / ~y. 1 / P' ~ ~ ~ ~ ~ / ~ k My ~ . ~ ~ ~ • . . i . ~A ~ .~~A/ ~ ~ ~ . . .f Y . ! ~ . ~I ~ . . r r ~ ~ ~ ~ ~ ~k~ t ~ ~ `1~ r ~ ~ L ~e~ t .s / ~ ^ M ---'^~1 ~ ~ ~ ~ ~ r . . • 6- i @h d ~ ~ 1 ~ , ~ e e, ~ ~Ok : 1 ~ i . / ~ ~ ~ " ~ ~ ` ~ ~ ~ f ta~„ / y ' { ~ ~ ~ ~~m9 i ' ~ 1 ~ ~ ~ i - f ° ' 1-- ' ~ ( : / # v ~ ` , ~ r'' ' s~J ~ ~ ~ ' ' ~ ~ ~ ; ~e, . , _ { / ~ ~ ' . a ~ ~ ~ o~ ~ , ~i , ~ t~ u ~ ~ ~ i, ~ ° ' 1' s / ~ ~ ~ ~ ' ~ r~ ~l: v ~ ~ EEf - r ~ \ / ~ . - f d~1 ; i v ~ l 1 / ~ ~ ~ ? , ~ ~ ~ ~ ~ ~ ~ s~~~ ; ~ ~ - ~ ~ ~ i o ~ ~ -i ' ~ , ~ ~ ' f ~ c~ x ~y j I . ° ~ o t c ~c w ~ . ~ ~ °`~v. f R : Q J v ~ . ~ 6 ° ( f ~ t;{+e , ~ ~ - i8'' ~ r v ~ / . ~ ~ ' ~ . lj p ~ - f i ~ ~ . ~ IO~~~ ~ T ~ I i ~ 1'~ ~m~~; ~ ~ ~ , ~ ~ . ~ ~ ~ - . j C~ • ~ ~ ~ . ~ , ~ Fo v , `E j ~ , . ,e°' ~ _ ~"C7~~~ ~ ~S 1 ~ , ~ ~ ~ "C7 k ~ ~ o ~ ~ , ~ ~ ~ ~ ' r~ ~ - \ ti--~ r 6~` 0 t \ , ? ~ 0 -v e-~,~` - 6 'e / ~ W 1 ! ~ I ~x~ . bi ~ ~ . ~ . i 5e "L~ ~ , °"~~.so. U ~ ' ~ r~ ~ ~ . _ p_~o~__~ - % ~ _m~~ i i i ~ 3 °'~°~~i - ~ ~ ~ t i ( ~ ~ ~ ! - - _ - - ~ 0 ~ ~:1'° J ~ ~ ~ d; k _ _ Q ~ ~ ~ ~ ~ 77~ ~ ~ ~ I ~ <y, n zt ~ ~ ~ ~ ~ ' ! ~ ~ ~V ~ e ~ _ ^'~-'B° ~ 0 v ~ ~ ~ ~ , ~ ~ ' ~,r 'u` ~ J Ba.s R. t ~ ~ Y s~ ° m ° ° e ~ L ~ ,J^ ~ i ~ ~ ~ ~ \ ~ 0 6~a o ~ ~.1 e ~y. / } 7'~ h ~ e~ I \ ~ ~ - 1-` ~ 1 ~ ~ ~ G ! ~ ^t o ~ ~ ' ~ ~ ~ , ~ _ ~ i s i f ~ i ~ ~ ~ ! ~ ~x ~ ~ ` ; ~ ~ ~ ~'~°r "4 6 ,..r ~ , i , ~ ~ - ~ i ~ ~ ~ ~ a ~ ~ , ~ ~ . ~ rA~ ~ ~ ~ o , ~ ~ ~ ~ ~ ; ~ _ o t ~ . - ~ ~ ~ ~ ~ " ~ - ~ ~ ~ € _ \ ~S , ,V ~ i a~ ~ ~ ` e I ~ ~ r' ~ I ~ ; r~, ~ , i f f ~ , ~ ~ ~ ~ ` f < o' ~ ~ ~ ~ ~ ~ r , y~{ f ~f ~S , p ~ ~@~ ~ ~I ~ ~ / ~ ~ ~ ~ ~ ! ~ ~ / d ~ _ m \ s , ~ _ w d ~ t i w ~ ? / C . ~ s~~ ~ ~e / E . ~ ` + ~ . . iP C~ ~ Mf~ ! ~ ~ / / ~ ~ " i i • / / y ~ ~ ~ f f ~ ~ ~ ~ ~ ~ f ~ ~ ~ N ~ I l / / ~ ~ ~ ~ E"' / ~ , ~ f . . -i ~ ~i..~ . r ' / ~ P . ~ ~ ~ ~ v ~ ~ . ` ~ r / ~ 1~ ~ ~ f °~i ~ ~ l / , ~a / ( , ~ 1 I i ~ ~ / . s ~C p , ~ ~ , ~ ~ ~ ~ ~ . ` i / . I v ~ ~ t ~ ;u o ' / ~ ~ o_ c, ~ w~ ~ ~ ~ ~ / / _ f ' v ~ c~ ~ ~ I ~ ~ ~ , , - , E~ : / f ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ` 1 ~ ` O / ' ~ / ~ . ~ ~ ~ I ` B ~ 1 CJ.`l. ~ / ~ ~ ~ . ~ ~ , ~ ~ ~ /?1 ~ I ~ I , . ~ _ ~ 1 ~ _ o'd • ~1 ~ ~ ~ ~v ~ ~ ~ ~ • _ ~ . ~ , + ~~o~ ' °t 6`'~ ~ o f , ~ ~ J ~ o, r "4 ~ ~ s ~ ~ x O ' ~ r ~ ~ ~ ~ J~ / s • r t ~ i ro t ~ ~ ~ ~ ~ t~ s { ~ ~ ~ ~ ~ ~=r. ~ ~ V ~ " s ~ ~ 1 ~ V ~ 1 ~ f . C ~ ~ f ~ ~1 ~ ~1 ~ 1 ~ E ~ d . o ~ ~ C ~ P~ ° 4 » ~ p ~ ° ~ s ~ ~ ~F i I ~c ao ~ ~ ~ ~ ~ f ~ ~ t ~ ~ i v ~ ~ ` ~ ° P~ d ~ ~ ! ' ~ a,,, / . ~ O ~ . r~ r ~ ~ ~ ~ ~ ,o - s ~ ~ . ~ . m , ~ ~ i ~ \ ~ ~a ~ ~ a. f ~ ~ _ ~ . 1 : , ~ P' ~ < : E ~ ~ ~ ~ ~ 1 t ~ \ ~ ( t~ ~ y ~ ~ c ~ i ~ ~ U ~ ~ % ~y ~ \ ; .,q ,~'I ~ , ~ ~ j 1 ~ `ar.'~ ~ s' ~ , ~ , ~ ~ / ~r' 0~ , s~` ~ ~ s ~ 0. / ! 0 ~ ~r ~ ~ P d / ~ ! / , ~ , ~ ~ t ~ s ~ , , , . ~ ~ f ~ ~ :r , ~ ~ ~ ~ ` ' , 6 ° ; ~ ~ ~F~' / o~ s p 9 , ~ ~ /F ~ ~ F . . r ~ ~ i r , ~ d° ~ 0 ~ ~ i f ~ ~ ~ / ~ ~ & i ~ i i / ~ / a / r` ~ 8k 'k F ` ~ f. / / ~ ~ ` ' ..r, . ~ f t f P f s y„~` ~ I ! ~ ` f i`~ °tv~.. ~ t ~ ~ ~ , f ~ ~..r .r ~ ' 1~ ~ ~ f ? ~ t / t~ ~ ~ - ~ l 1 ` / ~ T J 4 . _ r 1 , ~ ~ ( F ~ ~ i~ . . ~ ~ ~ ~ ~ ~ . ~ , r a , a ~ h... ~ ~ ,t ~ v - , , ~ .e, a ~ ,w ~ P ~ - - , z t ~ t . 1 u.-m. , . ..m.a_ ~_.e.. .d._o ~.s. .p.- , y ~ . , _ ~ `4 e F1 I 7!' ~ 't~ p,., ~ ~ ~ f ~ E ~ ~ i r , a1 f . ~ ~ r ~ e~ ~ . ~ E ~ t , e ~ ~ / ,s , 6 ~ f 6 i. ~ C < ~ ~ ; ~ a ~ . . ~ : s ~ ~ ' ~ h E K ~ r ~ ` . ~ p -x ~ k~ 'e. ~ ~ l _r r f . ~ ~ s a , , 1 ~ r i , ~ f ~ ~ ~ f.e ~ 0 a- ~ ~ ~ ~ ( ~ ~ B~ ~ ~ ~ , ' . ' ~ .Ib ~ tY ~ . ~ ~ I ~ ~ r' ! J . ~,y ~ ~ ' O . ; j .1 ~ ~ I ~ ~ . ~ ` / i, ~ . { C~' ~ f ~ f , 1 ' i ' I ~ ~ / p " ~ . , ' 0 ` } st ~.o ~d/ ~ ~ ~ ~ v ~ ~ s o-r '~j f u ) ` ~t C . r / ~l ~ ~ V f: . , l ~ , . . ~ t ~ _ t ~ ~ ~ ~ ~ ~ ~ P ~ ~ , ~ ! °m m ~ / f F ~ F ~ ~ ` ' i ~ ~ ~ _ ~ `r ~ y i . " c \ Q ~ r ~ ~ ~ , $ ~ ~ - , ~ ~ f~ ~ . . ~ . a. ~ . ~ v ~ t ~ r f ` ~ ~ r ~ ~ / f t ~ ~ ~ r 4~ 0 m ~ ~u+ tia ~ " ~ ~ ~ ,-a„~ , ' ~'1 ~ t~ " ~ ~ ' f ~ s ~ w ~ ° f ~ ~ % ~ t , ~r ~ ~ / ~ ` ~ ' ~ f~i l a . ` ; ~ ~ ; ^ f ~ ~ p , i F ~ t ~ o i ~ ' $ ~ ~ ' . : ~ ~ ~ . . s~ a: ~.S ~F . p~ f & ~ , , ~ ~ ~ ,O~ < ~ 1 ~ ~ . i ~ ~r ~ ~ ~ 1~ k ' r P ~ ` _ ~ . ~ ~ / , ~ ~ ~ / . ~ ~ r ~ ~ / ' ~ ~ ` ~ ~ r° t ~ ~ ~ ~ f s~' ° " ' ~ ~ ' ~ . ~ ~ ~ .v . - / ~ a.~ • k ~ ~ ~ ~ . ' ` ~ ~ P t / 1 ' i ~ , E e r~ , ~ , r ~ ~ ~ f - . ~ ~ ~ , ~ ~ k ~ C . r. ~ ~ ~ ~ , N ~ ~ I~ y. ~ ,f - x ~ ~ ~f ~ ~ . ~ ~ _ ; v . ~ . ~ ,~I y..._._ d 'II , - - . . S ° ~ k ~ ~ ~ ~ 6 ' . ' _ ~ . , ~ , ~ - „ • ; . , - 1 : _ . : , _ , , _ - ~ . . . ~ w . _ - - . Date: City of Eagan 3830 Pilot Knob Road Eagan MN 55122 RECEIVED Phone: (651) 675-5675 Fax: (651) 675-5694 MAR 2 9 2012 Use BLUE or BLACK Ink For Office Use Permit #: /623055 l Permit Fee: Date Received: Staff: 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: ► i® 1 ii e ( i '(Jni'#: Name: C.) I Lei Phone 69/Z__ gY,S l zr Address / City / Zip: pplicant is: k Owner Contractor td peewit) geR W ( i0aw5 "moo Description of work: - Construction Cost: 0.11 000 C.R.€1,Fri/6 C›oiiCEP'rS C ,p� j,, Company: Cb/3S�2uCTto 411-0 L a L Contact: !/ `t-G� 11-01) Address: S L City: TTANA State: PIZip: 5530 ` Phone: (l Z 04 " (:)(341 License #: ,(7C_ Cf A S-741 p0__ Sill'! ►rZ 72 Jf<N^ C Ott,C44€7.5r Multi -Family Building: (Yes / No S-..' Lead Certificate #: .1\147---- 1 03-7-76 naall inTTorn or mation If the project is exempt from lead certification, lease explain why: (see Page 3 for a A,1 hi- I 9(d COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: -/1 NOTE: Plans and supporting, documents thatyou submit are considered to be public information Portions of ; the information may e;classified as non;. public if you;prov,ide spe'cific�}reasons that would permit t ie City to lude That they aCe trac% secrets : � : nc 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 Minnesot. . tate BuildiCode must be completed within 180 days of permit issuance. x •Zt✓ iD Applicant's Printed Name Appli nt's Signature Page 1 of 3 f /e l "al -h(46 t t/ �d' r T Vt-RTE BE V THIS LINE SUB TYPES _ Foundation Fireplace A- Single Family Garage Multi Deck 01 of _ Plex Lower Level Accessory Building _ Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) _ Pool WORK TYPES New Interior Improvement Addition Move Building y Alteration _ Fire Repair Replace _ Repair Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100%_ Census Code # of Units # of Buildings Type of Construction 113 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final Framing Fireplace: Rough In Insulation Sheathing Sheetrock Siding Reroof Windows Egress Window Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant Occupancy li?C - Code Edition a97 Zoning Stories Square Feet Length Width MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath Brick Air Test Final _ Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control , Building Inspector Reviewed By: RESIDENTIAL FEE Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL % /rcr,c4.1 iapa = e, O & 02,944= Lk 62:6 & 0.10 /;Z oce W ;do< 040 Moo Page 2 of 3 41111 City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: 2012 MECHANICAL PERMIT APPLICATION Date: ri -3i - 2- Site Address: Tenant: 4(.....0-10 T Zie t W ukThiRltJ(, g -T5 (Q Suite #: Name: hi_ ICSOAJ RLIVZ -k. Phone: &7 i-33' (o Zi Address / City / Zip: Name: �p t%) i}-Tj C?1'll 1-1-644-0/4) 4.c, License #: Address: /40.57 g 00 4)4 11-3 AIL() City: /0 State: Mid N Zip: c5 307 Phone: Z,3 - Z Z (_ CI y 3 Contact: L[.L 14—N'i Email: boli b lahtc IS ;zoo o M .n /New Replacement Additional Alteration Demolition Description of work AL TTti-i- 14C_ 4C10TvtoAK--FOA0n460 &j/LE ',NOTE: Roof mounted.and ground rraounte „mecha ical equipment is required to be screened 4.r Code' Pleasecontact the.Meclianical Inspectorfor information on permitted screening methods. RESIDENTIAL %-"...-F",urnace V Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under / Above ground Tank ( Install / _ Remove) RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) _ $ TOTAL FEE COMMERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) $60.00 Minimum (includes State Surcharge) - 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 (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) OR Contract Value $ x 1% _ $ Permit Fee = $ 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.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; at the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name x Applicant's Signature FOR OFFICE USE Required Inspections: Underground Rough In eviewed Air Test .' Gas Service Test In -floor Heat Final _ F` • , HVAC Screening • . L .. For Office Use a .----, , LI I I Permit#: /Lit Permit Fee: .3-- Date Received: N01 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 ill (651)675-5675 I TDD: (651)454-8535 I FAX:(651)675-5694 3 Staff: buildinginspectionsAokofeagan com L .4 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 3j2. Site Address: 210\ , A41. , ,...., W u-t-hex ing fittc hts Farr I. 1/ 5c-ii 2- Unit#: i I Name: ñ Phone: 6152ZX-)1-.DI 1 Resident' 1 \I , i n tigh _ pi, , 1A0V 2.1n t u+Ale( 59 21 .‘,A.. _h ta--- el ; Owner I Address/City/Zip: ,,,, , 1 I ' Applicant is: Owner s. Contractor , ,1 ,• ' OSt1C‘It 01I SiakrileS,S Sitei IA inj Stic-eni, I Description of wor .., , Type of Work 1 i . I 1 ,,9,, 1-..)' ,-,;.00 Construction Cost ..../ii ,;--"" Multi-Family Building:(Yes /No/X. ) x 0 ,-N i I , Company: 2r0 ue,n)vrati CY) Dell rrinef Contact: \Y1Ait. y 1Y...I ey I City: EaSt tequit I Address: 1t -1?-()brAwan ,.)-.r. . Contractor i ;,,,,,,r . 11 State:IAN" Zip: 550t\ Phone: 1 03)1112-1,-)410-tal: Irf: - 2-116(fniraAl cx 1 1.11 t mrv'tS .4- ''' '..) i ,,..,-..1 I ; License#: P-c 1 p i IN t ,_,,...,_,.... - Lead Certificate#: If the project is exempt from lead certification, please explain why: , 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? I Yes No If yes,date and address of master plan: I Licensed Plumber: Phone: I 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 the information may be classified as non-.tiblic if ou t rovide specific reasons that would•ermit the City to conclude that the are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www-oitvofeaoan.comisubscribe. 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. 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. viww.qopherstateonecallon 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 VAVIsa Pt ae,r4. Applicant's Printed Na Applicant's Signatur DO IIOT WRITE BELOW THIS LINE g/O 001.41/teteivicikl1 J / 71 SUB TYPES Foundation 40 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 e Repair Egress Window Water Damage Retaining Wan *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation (h 3,51:3 Occupancy O.V.0 MCES System Plan Review Code Edition AA 2,=.15— SAC Units _ (25% 100% ?(') Zoning g•-• City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction V 3 Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: _ Footings (Deck) Final/C.O.Required Footings (Addition) Final 1 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 i6 Fireplace: j4 Rough in Air Test g Final Siding: Stucco Lath Stone Lath Brick EFIS Insulation Windows Sheathing Retaining Wall: Footings Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , 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