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4157 Old Sibley Mem Hwy I -7DF9PINt &UTIL \ : Call 48 Hours before digging X / \ 1 / EAEM� 1.gCERTIFICATE GOPHER STATE ONE CALL r+/ ; X22;X S, 3,0.�3',W. 4 ..�� N3 \;u�,,. 5 //do/ \ ,x ,, OF Twin Cities Area 651-454-0002 // I- S 89'37'37' E ( N 89.39'21• w- Z I -s _ - , / -r I. ;1\, 11, , % ;\`/ , / 1 l / 37,3�?� 21,82 w X\ '' V I-- \ MN. Toll Free 1-800-252-1166 .n l \ vii I m I m°� 1 I w / // N I II... �.. \\'. a N 0 30 60 W a N q��\ \ \' 3. 9 V xlmUm��/s���.�+ SURVEY N m I I I NKNlin l� X N _ w \ \ 1� -cW-t I;�*Wm� ale Wid o I I I I Ln oil1130 UI SCALE IN FEET o I z -\ ;a 010 w Q I Co I I :° rr 11 ° .,� N I a �'. m' I LANT R A S H A D KENNEDY LEGEND wI qVXqI 37,33 ETaC • DENOTES FOUND PROPERTY IRONX rN w. o ��°� Nu DENOTES SET 1/2" X 18" REBAR I of cu � 6 m �� o N I:'1`~I a o WITH PLASTIC CAP "PLS 25105" BUILDING SETBACKS DENOTES BOUNDARY LINE 10 1 S 84.37'37' E J �^ P.�. \ 3 I ZONING: PD-PLANNED DEVELOPMENT DENOTES LOT LINE I I m 71 N7,33 �o �� a tl > .. :. I DISTRICT ----- - DENOTES SETBACK LINE 1I N� u I I Q I — — DENOTES DRAINAGE & UTILITY EASEMENT Icu I� 1 II o N f �X o N x999.99 DENOTES EXISTING SPOT ELEVATION w DENOTES CONCRETE SURFACE W 1 EXISTING HARDCOVER z w I c co S 89'31'37' E - �� I a� \\ ` o n I i- 999 --DENOTES EXISTING CONTOUR LINE TOTAL LOT AREA 4,873 SQ. FT. o co j I w 37133 X w ' X \ , -` . Tin+ �, II EXISTING HARDCOVER 0.0% FFE DENOTES FINISH FLOOR ELEVATION � (U qX � :w �� � ' _ l0i// DENOTES BITUMINOUS SURFACE � o a ..B \ / DENOTES FIRE HYDRANT m Cb/ o l ^ \ I DENOTES WATER VALVE I\♦ I m z l o� Bbl z m -�- as \. i D4 I - REFERENCE BENCHMARK DENOTES DECIDUOUS TREE S e '37'37 E - I E ) l . \ AlELEVATION= 858.20(NAND 88) MNDOT DISK � DENOTES ELECTRIC POWER POLE 33 > �trr. v... 5 p o^ °� n X r=P .. — "PAUL". / - a ,_ gq\ j. - (M) DENOTES MEASURED DISTANCE / o� --- X ��? WV C� (P) DENOTES PLATTED DISTANCE j a� —CANT.2FT �. :: W 1�d. �s DENOTES SANITARY MANHOLE lb #alas 1� 1 ` �\ — ® DENOTES STORM CATCH BASIN (SQUARE) EXISTING I Wim. TOWNHOME I ¢:w I - \- ) DENOTES TELEPHONE PEDESTAL DECK , r-r1\ LEGAL DESCRIPTION r �� - Lots 4,5,6 and 7,Block 1, EAGAN HEIGHTS DENOTES ELECTRIC PEDESTAL � n a \ I. / TOWNHOMES 3RD A)D,DITION, Dakota County, �� DENOTES DRAINAGE FLOW #4173 I 1 uwi I Minnesota,accordin a recor ed plat thereof. —W DENOTES WATER LINE DECK 1' I > DENOTES SANITARY SEWER EXISTING - �: `9� � .. 10 TOWNHOME R WED —CATV— DENOTES CABLE TV Q W \\ II. I By —UE DENOTES UNDERGROUND ELECTRIC I # 1=i . . W� ?ate 4177 N Ems . l o 3 EXISTING 1*��� !� TOWNHOME 1 I I EAGAN )F1�GLNEL�,;}e1.1\C1 m � . � � z. NOTES DECK i , 1.THE BASIS OF THE BEARING SYSTEM IS ASSUMED. :.o.d H BLOCK 2 2.NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED _ 3.CONTRACTOR SHALL VERIFY PROPOSED ELEVATIONS. \ 0 4.NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY.THIS SURVEY DOES NOT PURPORT TO SHOW ALL BLOCK - EASEMENTS OF RECORD. W 5. EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED EITHER PHYSICALLY ON THE GROUND DRAINAGE a UTILITY f. ... DURING THE SURVEY OR FROM EXISTING RECORDS MADE AVAILABLE TO US OR BY RESIDENT TESTIMONY. I ( EASEMENT .WV: . ^ '. . I / -r ,.\;`� OTHER UTILITIES AND SERVICES MAYBE PRESENT.VERIFICATION AND LOCATION OF UTILITIES AND SERVICES 5 8 I \ SHOULD BE OBTAIN FROM THE OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE Z CALL AT(651)454-0002 PRIOR TO ANY DESIGN, PLANNING OR EXCAVATION. o \ o \ S 89'37'37' E\110.28 ti T�7 25.00 59.22 26,06 NO. DATE DESCRIPTION BY ENGINEERING DESIGN OC SURVEYING I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, JOB NAME: 4 — UNIT TOWNHOME AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. FIELD WORK DATE: 10/1621 DRAWN BY: IS PROJECT NO.: 21-234 6480 Wayzata Blvd. Minneapolis, MN 55426 l J EEDS OFFICE: (763) 545-2800 FAX: (763) 545-2801 jL tEu`wu t%pr DATED: 12/04/21 LOCATION: 4164 OLD SIBLEY MEMORIAL HWY EMAIL: info@edsmn.com WEBSITE: http://edsmn.com VLADIMIR SIVRIVER L.S. NO. 25105 EAGAN, MN 55122 FIELD BOOK NO.: EDS-13 CHECKED BY: VS SHEET NO. C1 0 Call SITE PNOTE: CONTRACTOR SHALL VERIFY PROPOSED 48 Hours before digging ELEVATIONS AND SITE DIMENSIONS. GOPHER STATE ONE CALL 1 I \ Twin Cities Area 651-454-0002 I rte' DR IN� &UTILITY \ 0 20 40 `,rbc 10 / i' E4 EME \\ N MN. Toll Free 1-800-252-1166 / 1�' • 1`/ / / I I SAN.MN SCALE IN FEET �-- p' I / / / / {. v 1 I TC=FL=8)69.63¢96.13 / / / / m �� _- _-\ a 1 . 1 \ LEGEND 1 5 / / I S $9°37'37" E Z 1 1 I Grp. • DENOTES FOUND PROPERTY IRON (lJ 37,33� 2 FT.CANTILEVER / I / - I ^\ I O DENOTES SET 1/2" X 18" REBAR / I I \ � �. � ,6` / I / ABOVE 1-\ \ ^ �\ WITH PLASTIC CAP "PLS 25105" CD j m 1I �� // g \I \\ I \ BUILDING SETBACKS DENOTES BOUNDARY LINE I CO I I/ / N I N 1 1 \\ ZONING: PD-PLANNED DEVELOPMENT DENOTES LOT LINE 00 \ DISTRICT ------ DENOTES SETBACK LINE - as7.s2s.do 897.5 25,0 7.00 - DENOTES DRAINAGE & UTILITY EA SEMENT 15331 ----- 1 - DENOTES PROPOSED CANTILEVER cc) Co J ` . x999.99 DENOTES EXISTING SPOT ELEVATION 3.00 IS. J EXISTING HARDCOVER' I ,o #4153 4,0 TOTAL LOT AREA 4,873 SQ. FT. DENOTES CONCRETE SURFACE 0 C:) ISI I 1 PROPOSED EXISTING HARDCOVER 0.0% �- 999 --DENOTES EXISTING CONTOUR LINE Z W o m 3 STORY o o � N I \ I. _ 96� FFE DENOTES FINISH FLOOR ELEVATION I I I I o Q TOWNHOME �? 1.9 8 7 I 8 I I I I 54 FFE=898.3 N ^_- 7C=8 .66 I DENOTES BITUMINOUS SURFACE I I I FFE GAR.=898.0 I FC= I 3 , DENOTES FIRE HYDRANT 00 i I s _ w i `�' PROPOSED HARDCOVER pd DENOTES WATER VALVE I I ( I I 1.00 2' 1 W I PROPOSED 4165 UNIT 744 SQ.FT. DENOTES DECIDUOUS TREE 1 I I ( ( 31,0 ��; I + fir, cA ^ PROPOSED 4161 UNIT 744 SQ.FT. CO I I o o "Z PROPOSED 4157 UNIT 744 SQ.FT. `� DENOTES ELECTRIC POWER POLE 5.0 #4157 I Ln (n II �. PROPOSED 4153 UNIT 929 SQ. FT. (M) DENOTES MEASURED DISTANCE I I PROPOSED I o W I PROPOSED CONC.SIDEWALK 50 SQ.FT. (P) DENOTES PLATTED DISTANCE �I wo 3-STORY o n Q 1 PROPOSED BITUM. DRIWAY 101 SQ.FT. �s DENOTES SANITARY MANHOLE �U�I a Q cu TOWNHOME N Za 9� ] \\ {� PROPOSED IMPERVIOUS AREA 3,312 SQ. FT. ® DENOTES STORM CATCH BASIN (SQUARE) (LI o 5,0 FFE=898.3 TOTAL LOT AREA 4,873 SQ. FT. *1�I FFE GAR.=898.0 1 PROPOSED HARDCOVER 68.0 DENOTES TELEPHONE PEDESTAL C:)1 I /II Co 1 E DENOTES ELECTRIC PEDESTAL 1 1 'I 31.0 4 DENOTES DRAINAGE FLOW I I I o t I I sl,a #4161 1 »- DENOTES SANITARY SEWER I I m PROPOSED o I 3 : `y REFERENCE BENCHMARK o M I > W ELEVATION= 858.20(NAVD 88) MNDOT DISK -W DENOTES WATER LINE I 1 I uo 14- 3-STORY o F- "PAUL". -CATV-DENOTES CABLE TV J I I oQ N TOWNHOME Vu o 2.4% 97.4 I 4Z s,o FFE=898.3 II N UE DENOTES UNDERGROUND ELECTRIC 0. 313 FFE GAR.=898.0 o6 I I I c W H 1 d I a5 I -1 r N Q w 1 I 31.0 0 _ � a 7 LEGAL DESCRIPTION PROPOSED LEGEND Z 2 I I I e; % E r 1' d Lots 4,5,6 and 7, Block 1, EAGAN HEIGHTS W �- _ DENOTES PROPOSED-4 UNIT TOUNHOME Q rn 1 I #4165 - N � �. TOWNHOMES 3RD ADDITION, Dakota County, X Q I ( 5,0 PROPOSED f I vE Minnesota,according to the recorded plat thereof. 0 DENOTES PROPOSED WOODEN DECK (� W 15.3 3-STORY 1.00 0 3.2% X V X I x o 0 0 _ 97.1 1 W LU DENOTES PROPOSED CONC. SIDEWALK �'�'�I Qm N TOWNHOME N ^I DENOTES PROPOSED BITUM. DRIVEWAY I FFE=898.3 8-0 $. 0E A I \ - 25.00 I FS.o FFE GAR.=898.0 \;. xxx.x DENOTES PROPOSED ELEVATION \ Q o 3 \ \ I m P° ai,o \ NOTES } P � \ 5�b3 8g7.5 898 0 / 897.5 CO. \ 1.THE BASIS OF THE BEARING SYSTEM IS ASSUMED. 1 I _ I I I 7 ° \ 2.NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED j� /'S 8� 37'3-71/E P I l 3.CONTRACTOR SHALL VERIFY PROPOSED ELEVATIONS. 2 FT.CANTILEVER D 4.NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY.THIS SURVEY DOES NOT PURPORT TO SHOW ALL / U CATV -ABOVE 1 I Tel-8 '68 - 9 EASEMENTS OF RECORD. ---,_ FL=sgQ 9r t co __ N 5. EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED EITHER PHYSICALLY ON THE GROUND WV DURING THE SURVEY OR FROM EXISTING RECORDS MADE AVAILABLE TO US OR BY RESIDENT TESTIMONY. CO / -CANT 2 FT OTHER UTILITIES AND SERVICES MAY BE PRESENT.VERIFICATION AND LOCATION OF UTILITIES AND SERVICES // r W \W II \ SHOULD BE OBTAIN FROM THE OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE #4169 1 ` I \ CALL AT(651)454-0002 PRIOR TO ANY DESIGN, PLANNING OR EXCAVATION. EXISTING W \ TOWNHOME N0, DATE DESCRIPTION BY �I I d.� i. .. _ :j ENGINEERING DESIGN OL SURVEYING I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, JOB NAME: 4-UNIT TOWNHOME AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. FIELD WORK DATE: 1016/21 DRAWN BY: IS PROJECT NO.: 21-234 .,�EDS 6480 Wayzata Blvd. Minneapolis, MN 55426 OFFICE: (763) 545-2800 FAX: (763) 545-2801 Lf i( �E-'.UL,O..r DATED: 11/01/21 LOCATION: 4164 OLD SIBLEY MEMORIAL HWY 0 EMAIL: info@edsmn.com WEBSITE: http://edsmn.com VLADIMIR SIVRIVER L.S. NO. 25105 EAGAN, MN 55122 FIELD BOOK NO.: EDS-13 CHECKED BY: VS SHEET NO. C2 e j-1� g----------------- For Office Use I Permit#: 3 / EAGA Permit Fee: d, -7-R-), 6. _ I I Date Received: 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 / (651)675-5675 1 FAX:(651)675-5694 1 Staff: 1 • buildinoinsgectionsCa�cityofeagan.com I----------- ______- 2021 RESIDENTIAL BUILDINGPERMIT APPLICATION Date: 09/27/2021 Site Address: 415.4old Sibley memorial highway Unit M rashad�kenned Name: Y Phone: 6515295593 Address/City/Zip: 531 1 st ave s south,pj pauI m 55075 Applicant is: ✓ Owner Contractor Owner Email: rashad@thatpropertyplace.net a Description of work: New Construction IV Construction Cost: $200,000 Multi-Family Building:(Yes X /No_) Kennedy p rtY 1p Pro a Dev rashad kd \ Company: P. ,ment Contact: enneY �v 2136 ford parkway#800 City: st paul Address: „ .. \� state: mn Zip. 55106 Phone:6515295593 Email: rashad@thatpropertyplace.net \ \� bc764075 License M Lead Certificate#: If the project is exempt from lead certification, please explain why: New Construction COMPLETE THIS AREA ONLY IF COINSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit#ar a similar plan based on a master plan? Yes ✓ No If yes,date and address of master plan: . Q Lipend Plumber ." .. Ph�ane 651 } Melia Ical C�ntracr Phone: Fire Suppression Contractor: Phone: �/ \ ,•" Q \ it tit oda 1matYon rrr�fj► 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.citvof4eaaan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at(651)454-0002 or www.000herstateonecall-ora for protection against underground utility damage. Contact Gopher State One Call 48 hours before you intend to dig to receive locates of underground utilities. 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 apermit,.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. Xrashad kennedy , Applicant's Printed Name Applica is Signature FOi W,�_. SE iNIY Site Address: /5-7 Old'SiOleY. Permit#: SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Miscellaneous Single Family _ Garage _ Porch(4-Season) _ Accessory Building Multi _ Deck _ Porch(Screen/Gazebo/Pergola) ✓ 01 of_Plex _ Lower.Level _ Pool WORK TYPES ✓ New _ Repair Sidino Retaining Wall _ Addition _ Fire Repair 'Reroof _ Move Building Alteration _ Water Damage _ Windows _ Demolish Building* Replace _ Egress Window r, ,;Sola►. *Demolition of entire building-give PCA handout to applicant DESCRIPTION Calculated Valuation $186,277.41 Occupancy R-3 MCES System Plan Review X Code Edition 2020 MNRC SAC Units 1 (25% 100% c ) Zoning ;PD City Water Census(.lode Stones Booster Pump #of Units Square Feet:- PRV #of Buildings Length ; Fire Suppression Required ✓ Type of Construction VB Width'r REQUIRED INSPECTIONS ✓ Footings(New Building) Meter Size: y Footings(Deck) Final/CO.Required Footings(Addition) ' ,Final/No C.O.Required ✓ Foundation Foundation Before BackfillHYAG ._Service Test Gas Line Air Test_Hood Roof: [Ice&Water X_Final ..Pool: Footings —Air/Gas Tests _Final Framing 30 Minutes,>e _1 Hour )c 'Drain T(le X Fireplace: Rough In Air Test AC Final _ Siding:_Stucco Lath Stone Lath _Brick_EFIS Insulation Windows -c Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough Ir)A Final X Braced Walls `Erosion,Control Stormwater Management Shower Pan tOther: Permit Required: Reviewed By: h5oa/ , Building Inspector RESIDENTIAL FEES Calculated Valuation $ 186,277.41 Base Fee $ 1,578.75 Plan Review $ 1,026.19 State Surcharge $43-W J MCES SAC $2,485.00 City SAC $ 122.10 Utility Connection Charge $ 1,592.90 S&W Permit&Surcharge $ 129.00 Treatment.Plant $866:b`9 Radio Read $205.00 Other: 3/4 meter $300.00 copies: TOTAL. .2 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: Lots 4, 5,6&7, Block 1, Eagan Heights Townhomes,Third Addition DATE OF SURVEY: 11/01/21 LATEST REVISION: 12/04/21 U z a DOCUMENT STANDARDS Q ❑ ❑ • Registered Land Surveyor signature and company Q ❑ ❑ • Building Permit Applicant Q ❑ ❑ • Legal description Q ❑ ❑ • Address Q ❑ ❑ • North arrow and scale Q ❑ ❑ • House type(rambler,walkout,split w/o, split entry, lookout,etc.) Q ❑ ❑ • Directional drainage arrows with slope/gradient% Q ❑ ❑ • Proposed/existing sewer and water services&invert elevation Q ❑ ❑ • Street name ❑ 11 ❑ • Driveway(grade&width- in R/W and back of curb,22'max.) Q ❑ ❑ • Lot Square Footage ❑✓ ❑ ❑ • Lot Coverage ELEVATIONS Existing Q ❑ ❑ • Property corners Q ❑ ❑ • Top of curb at the driveway and property line extensions Q ❑ ❑ • Elevations of any existing adjacent homes 1:1 ❑❑ • Adequate footing depth of structures due to adjacent utility trenches • Waterways(pond, stream,etc.) Pr000sed Q ❑ ❑ • Garage floor ❑ Q ❑ • Basement floor Q ❑ ❑ • Lowest exposed elevation(walkout/window) Q ❑ ❑ • Property corners ❑✓ ❑ ❑ • Front and rear of home at the foundation No . PRV Required PONDING AREA(if applicable) ❑ Q ❑ • Easement line ❑ Q ❑ • NWL ❑ Q ❑ • HWL ❑ Q ❑ • Pond#designation ❑ Q ❑ • Emergency Overflow Elevation ❑ ❑✓ ❑ • Pond/Wetland buffer delineation No . Shoreland Zoning Overlay District No . Conservation Easements DIMENSIONS Q ❑ ❑ • Lot lines/Bearings&dimensions Q ❑ ❑ • Right-of-way and street width(to back of curb) ❑✓ ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑✓ ❑ ❑ • Show all easements of record and any City utilities within those easements ❑✓❑ ❑❑ ❑❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures • Retaining wall requirements: Reviewed By: Dave Westermayer Date 12/07/21 G:/1 Engineering/Forms/Cert.of Survey Checklist Fillable 03-16-2021 ~z Of W a J Q m M Ql J O r W Z N p O' I Q I ; z w F Z0 U d N O 0' m 0 Q W J W Z Q J p W W d CV sof -jQ � ww n z � Ld oQU) Q Q c } O ui o Z U Z I I � _ U� w w � ow � ww � Q = mo w w p of v z O l>7 w -IL J z W O O O Z !n F 3 I- Q = 0 0 Z Un 0 � F I.�I (O. 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(+') ui V' d F- Z I; v 0_F-Z 11 Q rn W Q I ._ '� �\ \\ aMLL W IL F- LL W 0 LL LL A �L LL W H LL � dI' 7- F- Z 06 dam LL LL LL LL LL ` \ () r LL w 0•EE D'6Z 0'bZ 0142 03 \ 868 \ Q v r E o bS'OZ - E'ZT o 3/KYBN o LOT 0'90 3Aoev o 0'8- 0'90 3AOEW o 0 8- 0 3A08V o O�. -'� >p30 In --. lYJ3o In - �In )o36 Ini!'i N030 In Z o E f1�� - ---- --- --- _--- x — WHA --S6 -- z � '868---as--- ---- -893---b68----�1- €''c,2 O(T-S------�-t68---�---�-_ nz o�.= o vi vi UJ a0"- - ------------------- 1 , ----c�-868------------ o `< 1 J N N LO 2T'909 3 .62,22.00 N 1N3N3SV3 ��� LU llllllfl '8 3Jb'Nlt/8a-�=__�� -------------------------- For Office Use 0� j Stormwater Management Permit#: � � I Building Permit#:EAGAN 1 I Escrow Deposit: 3830 PILOT KNOB ROADI EAGAN, MN 55122-1810 I (651)675-5300 I waterresCa.citvofeagan.com I Staff:-------------------------- "L I I STORMWATER MANAGEMENT PERMIT Date: 11/05/2021Site Address: 4165,4161,4157, 4153 Old Sibley Memorial Highway Description of Project: 4 Town Homes Area of Land Being Disturbed: 4,873 Start Date: November 20th Completion Date: December 1st ❑ Please submit a Land Disturbance and Stormwater Pollution Prevention Plan with this application. That Property Place Name: Phone: 6515295593 Address/City/zip: 2136 ford park way#8004 saint paul mn 55106 Prope"ner:.A' Contact: rashad kennedy Email: rashad@thatpropertyplace.net Applicant is: x Owner Contractor kennedy property development Ile f:. Name: License#: BC764075 Address: 2136 ford park way#8004 city: Saint Paul Contractor < . State: MN Zip: 55116 Phone: 651-529-5593 Contact: rashad kennedv Email: rashad@thatpropertyplace.net Erosion and Sediment Control Performance Security The City requires an escrow deposit to secure performance of erosion and sediment control(ESC)requirements, including proper installation and maintenance. The security shall pay for any City costs or expenses to bring the site into compliance with the stormwater management permit, including any engineering, legal, or administrative expenses; inspections; and necessary work by City contractor(s). The City may extract from the security escrow. The escrow deposit will be released only upon inspection and written notice of conformance by the City. The following escrow deposits include two(2)required City inspections, initial and final. Existing Single-Family Residential Lot(addition,demolition, pool, retaining wall, etc.) $1,000/lot New Single-Family Construction $3,000/lot Multi-Family or Commercial Construction(new,addition,demolition) $5,000/acre' *Maximum of$12,000 Erosion and Sediment Control Reinspection Fee(for as needed City reinspections after the two(2)included) $85/trip Security Amount:_$3,000 i 7y11� The applicant assumes all responsibilities for installation and maintenance of pollution prevention practices on this site. Any violations of City Code identified by the City shall be addressed within 48-hours of service of the notification. The applicant understands that failure to maintain pollution prevention practices within the time allotted by the City notification,will result in enforcement action to correct site deficiencies that are in violation of Sec.4.34. The issuance of this permit constitutes a right-of-entry of the City or its contractors to enter upon the construction site for the purpose of completing ordinance enforcement and/or completing corrective work. 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. The undersigned accepts full responsibility for compliance with the Stormwater Management Ordinance of the City of Eagan and agrees to comply with the Stormwater Pollution Prevention Plan or equival nt in full. Rashad Kennedy �. x x Applicant's Printed Name App icant's Signature Performance Security Release The following information will determine to whom the escrow deposit will be returned. Security will be returned in the form of a check. Rashad Kennedy Name: 2136 Ford Parkway#8004 Saint Paul MN 55075 Address/City/Zip: 6515295593 rash ad @thatpropertyplace.net Phone: Email Amount: Permit Number: FOR OFFICE USE ONLY SUB TYPE WORK TYPE x Stormwater Management Permit ' Apartments Commercial/Industrial x Multi Family Public Facility Single Family DESCRIPTION _ Addition Demolition Pool: x New Retaining Wall Other: REQUIRED INSPECTIONS x Initial Inspection x Final Inspection SECURITY Erosion and Sediment Control Deposit(6501.2257) $3,000 Other:; Total: $3,000 Reviewed By: Brian Leyendecker Water Resources Date: 11/8/2021 =�-DRAINAGE&UTILITY EASEMENT N 00022'23' E 506,12 0 N ?9 o m� Z _ W'--�----�---894--�--- o z --� 4Q�2 23 -W -- -894-- ---_w v� m /1(��i_— — _ m 95 _ 95- 130.54_---------- �7 o �o 3 c' Z -- 3 N`a 0 9��\ 0 -&0- 06.0 B.0 b;.p 0 6,0 10 8 m m so 24.0' 24.0 33.0 5 24.0 - . - _ o0 3 H \20 - s - m 0 y D o Z Qp 15.1II \ 4M s o e TI � � � � � m � � 9 ru c I I W m 0 m 0 m 0 *k m G `" w w (X) a W o w Z rr z rr z _ A w m z -U � \ u J I w1v o w 008 o - = O Q, 0 00 2: J � co C71 o \ww X96 a ;A j 15.00 ohm ooOm � wOm 00 mcl) w 0 �, \ , op II r,I �\ rrlp omp omp omo 0 \ \ o 0 0 8 .5 to \m \\ 3 a -- \ •� v 21.5 0 2. in 24.0 24,0 24.0 3.0 ro --- o \ D-1 — ? _ 101 m 0 600 1600- _ -_--- -_ 17.50 - 5.00 D . . 5.00 16.00 5.00 t I J z -8 mT 1 rn w Iu 3.00 I� +5.00 mo -�--- >` i m 1 1 I a� ' I + ti 1 PRIV A 0 z,9je� t m y .10TY x_-897--�' 9 L N� ,2 - _--� m D 20 Z* - - -------es- ---------L68�� c O i .TOIL �• _ -- -=--- � ---- ^-- / .O Z� - 968- m< oA / �z ol sl00 ro an t 07 / 1 © ® oz Z o O `O U't A W N Q � >W 0� m C) In : . � H D� � � 1 I z rD- 0a:X?5w000 = L=Jmcn D mD <D 0 D r-x --1 � v 00 r 0 r- --i -n--A mcl'M m� FSI o p N m � S0 -Zirt' m T � � 00� C/) LJ tiff � °i - 0co --) � � 0 -Zn0C) 0 O r0 m r ' D � :U -i � �7 (n02 �� m > I Zo ozZi<Ticmn0y9rm c� D C7 f' �/ N om m � rZW C) �0 0 > Z ul j v 0 0 z 0 Z < < D 0 D' O r o rn (mn zl z Z - z 0 r, Nm == O -4 < xm � D ;i) G0 m D� O O O0 O O Z o i rn � mc� 0X cn < DN mcg cn � n N - o mK < � v �� m GO 1_3 n0 m D * KXm 000 --i D Fnm N m Z "'i zzD &5cn < -Q m cn m� -+ O (n _ � m < -Acn 50XK x �c 0 DC Q r mmmZ� pm � � 0 � m � O U) 0 -00 * mOmD 0 (n m O v z F D $ z x m () S x m z c D O C1 _00m0m = Dom 0 Z U) m D m Z o m Cn z o c zc-) ' cn0 0O � z , < � z c Z r 0 z m m mZ < R' DO xm z n z v ro O m - 0 * < m D m 0 0 c T m Z 0 r m O O � � D < m O x x n m 0 D o O O < W D m D C m Zmm ;u 0 r O m 0 o z000m w ^' Lo > � 0 � m ® X � -,a O ZN � � '4 I Lam] co00 LO co I I I z ° � � ° v v ovvovovv000000 0000v � oo d Ocmn vv p vvvv m m m mmmmmm mmmmmmm mm mmm mm (,) n v Cc mm m mrnmm C=] z z zz zzzzzzzzzzzz zzzzz = zz _ C7 x 2T: ;Cu z z zzzz t7 0 0 00000000000000 00000 = 00 Z �• O o Z m � z � v 00 0 00 00 ry* M Ml Ml � r� r� r� r� r� � � � � � r� r� r� � r� � 7 "U = m Z U) cmi) 0 X (n (n N N N N N En N (n vl cn cn cn N (n cn (n cn rn rn (J) cn (A rn rn I/1 D cn cn O n _ -P W { 0 DZm -I � M -0 v -u -0 -V - � m M __j > r- ) r-- m yX Wzx0x � Xm0O � m0 - _� CO � n - c _ m m �1 O Z7 ;7 m t?� D O Z D m (7 -I n -4 c _ m M 00 O 00 00 n m X Dn � m cNcnz )n � D W z z U) v<) N Om00 = OO O OOOO C D �_ i DO � � = z = ZmZ 0D nzcy\ c c m z7 z;7 O 0 w w w w W M r0n () n v rm 0 0 < 0 0 r- � m � rNn 0 A m .ZD) A N T 0) D �, F) c: y 00v00oo ,, � m -Di � 00 -OU) > ;uc: 00 � �nvmr � oxo (u D � rcrl m N rn co n rp 0 _u = D U) o 0 fTt z M Z C 0 c') R* Z r m _ M I 0 m O 0 r m 0 p m 0 z v Fn m c m � � � Z c fT) fZn N OD 00 0 �, Zrrl A T` U) y 3n00z y (AAD Ocu X mZ � r`' mrr+7znr- r, F j � � 0 00 Ln 0 O Z g Z 0 O v U) z -a r > Z m 0 0 r0T) > r m D r�* � o W � I I Z � 0 o z v p m z r,) U' N CL O p ' Z U) C�Ir m AT. = c zm Z m N � n ,0 D 7rC O D m 0 D 7 DRAINAGE&UTILITY EASEMENT N 00°22'23' E 506.12 O'Z68 892.0 t 1 a00. 0'666 T m m 4.0 ------ 894. - ----- 68 0'.N m 1106 $ _ 896.0 �- ' _ _�- _ o �r ` 9 neove 8 p o move 6 0 BA b 6.0 10.7 o Rove o 12.3 _6 +���► 3 0. 0 Y 898 b� �n 24.0 24.0 24.0 33,0 2 54 - --- >°, Z \ 00 p �� 89 X 015.113 II W g m 0 'n k TOS m 0 � m � � v I I u z -V w m * 0 Y _n -n m � 0 �* o vW -N 01 \ m 1i�W o W 11 Z -V _ 11 z _u I) z � V ` Z < I W\ o __ 3:c02Orn o 00 � 0 � 0 00 = 0 � o W v \ W X II�� U at �! 00 0 U) ul c0 rn O Cn x 0 („ o \W V 96 ° �u - > � 15.00 ohm o00m � goOm o00 �nc> w 0 00 \ ; 2N jo, mo Amo Amo oho o a c0 \ o ) 0° 00 8.5 cn \fTl o \ 3 to • A \ - 2.0 c\'n 24A 24.0 21.5 0 �� = 1\ & X \ D --- _ -_-_ _- .0 ru r I \\ F0 \\ - 17.50 - 5.00 X ;r m 0 16.00 6.00 16.00 —5.00 16.00 —5.00— 3.00 O y N Q � � I, g l0 9 j IN n C:) o m I V t7 - +' 5.00 A D �� � 89 ? ��� 9 M 17 m N 6 �E RI , E&.UTIL.ITY' . -1 8 -- D > -- IT I , `Z'9L 9, 961 Z / s zNTA om t — •-�' '--fit` ..9 /ysr9 __FrI�'� a 1 D _ c: 0 . . --------968_---//��------- '// U o z A / N Mm o . 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