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HomeMy WebLinkAbout2024-08-07 Agenda Packet ••• Meeting Location: Municipal Center Apple II 7100 147th Street West Valley Apple Valley, Minnesota 55124 August 7, 2024 PLANNING COMMISSION TENTATIVE AGENDA 7:00 PM 1. Call to Order 2. Approve Agenda 3. Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A. Approve Minutes of July 17, 2024 Regular Meeting 4. Public Hearings 5. Land Use /Action Items A. Cedar Valley Learning Center Setback Variance - 14420 Glenda Dr - PC24-09-V Consideration of a variance reducing the Cedar Ave setback from 50' to 38' (12' variance) for the construction of a secure vestibule. LOCATION: 14420 Glenda Dr PETITIONER: Independent School District 196 6. Other Business A. Review of Upcoming Schedule and Other Updates Planning Commission- Wednesday, August 21, 2024 - 7:00 p.m. Planning Commission- Wednesday, September 4, 2024 - 7:00 p.m. City Council - Thursday, August 8, 2024 - 7:00 p.m. City Council - Thursday, August 22, 2024 - 7:00 p.m. 7. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at wwwapplevalleymn.gov • ITEM: 3.A. ••••• • ••• PLANNING COMMISSION MEETING DATE: August 7, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Minutes of July 17, 2024 Regular Meeting Staff Contact: Department/ Division: Breanna Vincent, Department Assistant Community Development Department ACTION REQUESTED: Approve minutes of the regular meeting of July 17, 2024. SUMMARY: The minutes of the regular Planning Commission meeting is attached for your review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES July 17, 2024 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Paul Scanlan, David Schindler, Phil Mahowald, Becky Sandahl, Jeff Prewitt, and Douglas Hlas Member(s) Absent: None City staff members attending: Community Development Director Tim Benetti, Planner Alex, Sharpe, City Attorney Bob Bauer, and Department Assistant Breanna Vincent. 2.APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. —None. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the agenda. Roll call vote: Ayes - 7—Nays—0. 3. CONSENT ITEMS A. Approval of Minutes of June 5, 2024 MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, approving the minutes of June 5, 2024. Roll call vote: Ayes - 7—Nays—0. 4. PUBLIC HEARING A. Homshuk & Bodega 42 Interim Use Permit for Corn Roaster Chair Kurtz opened the public hearing. Planner Sharpe provided a brief presentation. Commissioner Scanlan asked if there were any venting requirements since it will be near residential areas. Planner Sharpe stated that there is no smell and venting is not needed. This may be a consideration for when the ordinance is amended but is not a concern for the interim use permit. CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 17,2024 Page 2 of 3 Commissioner Scanlan asked if the loss of parking is a concern. Planner Sharpe stated that they have one extra parking space and the roaster will use two spaces. Since it is a temporary use, an interim use permit can overcome that and allow staff to see the impact. There is on-street parking available, as well as parking spaces north of Gabella. Chair Kurtz asked if the primary customers are pedestrians or those inside the restaurant. Planner Sharpe deferred to the applicant but stated that in his experience, most of the customers are not from inside the restaurant. Most people walk up and pay at the roaster. Commissioner Prewitt asked if the expectation is that the permit would renew each year or would they need Planning Commission approval. Planner Sharpe stated that staff would look to amend the ordinance so that the interim use permit would not be needed yearly. The applicant, Fernando Mellado (6999 152nd St W.), was present for questions and comments. With no further comments or questions, Chair Kurtz closed the public hearing. Although action is not typically taken on the night of an item's public hearing, commissioners chose to make a motion. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend approval of an interim use permit for an outdoor corn roaster at 6999 152nd St W., subject to conditions outlined in the draft resolution. Roll call vote: Ayes-7—Nays—O. 5. LAND USE None 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, August 7, 2024, 7:00 p.m. The next City Council meeting is Thursday, July 25, 2024, 7:00 p.m. CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 17,2024 Page 3 of 3 7.ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, to adjourn the meeting at 7:23 p.m. Roll call vote: Ayes—7—Nays—0. Respectfully submitted, Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 08/07/2024 . Jodi Kurtz, Chair • ITEM: 5.A. • •• ••• ••• PLANNING COMMISSION MEETING DATE: August 7, 2024 Apple Valley SECTION: Land Use /Action Items Description: Cedar Valley Learning Center Setback Variance - 14420 Glenda Dr- PC24-09-V Staff Contact: Department/ Division: Sydnee Stroeing, Associate Planner Community Development Department Applicant: Project Number: Independent School District 196 PC24-09-V Applicant Date: 7/15/2024 60 Days: 9/13/2024 120 Days: 11/12/2024 ACTION REQUESTED: If the Planning Commission concurs, the following motion would be recommended: Recommend approval of a variance reducing the setback for a vestibule addition from 50' to 38' from Cedar Avenue based on the findings listed below and subject to the conditions listed below. Findings: 1. The property is zoned LB ("Limited Business"). This zone requires a 50' building setback from Cedar Avenue. 2. The building is in the southeast corner of the subject property. The southeast corner of the building abuts the 50' building setback. 3. The building was constructed in 1993 as a realty office. The property is now owned by ISD 196 and is used as an education facility. The current layout of the building was established and is consistent with what was permitted in 1993. 4. The applicant is requesting a variance to reduce the building setback from Cedar Avenue from 50' to 38' to construct a vestibule addition to increase security and manage visitors at the facility. 5. The existing entrance is located on the north side of the building. This entrance limits security and visitor management because it provides direct access to the elevator and primary stairs in the building. 6. The existing, secondary east entrance does not provide direct access to the elevator or stairs. A secure vestibule addition at the east entrance would limit access to restricted areas and allow staff to direct visitors. 7. A reduced building setback would not be inconsistent with the Cedar Avenue area. Multiple buildings along the Cedar Avenue corridor have setbacks of less than 50'. 8. No significant trees are planned to be removed from construction of the vestibule. Conditions (See the attached draft resolution, subject to City Attorney review and approval): 1. Construction shall occur in conformance with the site plan received July 2, 2024, on file in City offices. 2. Construction shall occur in conformance with the elevation plan received August 1, 2024, on file in City offices. 3. No trees shall be removed, except as authorized as part of the NRMP. SUMMARY: Independent School District 196 is requesting a setback variance from Cedar Avenue to construct a vestibule addition at the Cedar Valley Learning Center (CVLC) located at 14420 Glenda Dr. The CVLC building is situated in the southeast corner of the property with the vestibule addition proposed to be located on the east side of the building. The vestibule will encroach up to 12' into the 50' building setback. CVLC provides educational services and classes for all ages -- children to adults. The vestibule addition will be used to secure the building and manage visitors. BACKGROUND: Existing Conditions: The CVLC building was originally permitted in 1993 as a realty office. The layout of the building, including the elevator and primary stairs, was established and is consistent with what was permitted in 1993. District 196 has been making physical alterations and additions to existing buildings to increase security at its facilities. CVLC provides educational services for varying age groups and has multiple classrooms throughout the building. The current north entrance includes a vestibule area with direct access to an elevator and the primary stairs. The existing entrance is not secure and allows visitors to access areas of the building without checking in with staff. Reason for Variance Request: To secure the building, the District would like to add a secure vestibule to the secondary east entrance. The vestibule cannot be constructed without encroaching into the 50' building setback. The existing primary entrance cannot be secured without additional measures to remove access to the elevator and stairs. The applicant states the most functional option to enhance security and manage visitors would be to re-establish the east entrance with the vestibule addition. Cedar Avenue Reduced Building Setbacks: Buildings along Cedar Avenue have varying setback distances due to differing zoning district requirements and approved variances. A reduction in a Cedar Avenue building setback would not be unprecedented. Definition of"Practical Difficulties": • The applicant proposes to use the property in a reasonable manner not permitted by the zoning provisions of the code; • The plight of the applicant is due to circumstances unique to the property not created by the applicant; and • The variance, if granted, will not alter the essential character of the locality. • Economic considerations alone do not constitute practical difficulties. Factors for Finding a Practical Difficulty: In order to grant a variance, the City considers the following factors to determine whether the applicant established that there are practical difficulties in complying with the provision(s) of this Chapter (Chapter 155, Zoning): 1. Special conditions apply to the structure or land in question that are particular to the property and do not apply generally to other land or structure in the district or vicinity in which the land is located; 2. The granting of the proposed variance will not be contrary to the intent of this chapter; 3. The special conditions or circumstances do not result from the actions of the owner/applicant; 4. The granting of the variance will not merely serve as a convenience to the applicant, but is necessary to alleviate practical difficulties in complying with the zoning provisions of this Code; and 5. The variance requested is the minimum variance necessary to alleviate the practical difficulty. Summary of Findings: The north entrance limits building security and visitor management. The secondary east entrance would remedy this issue by adding a secure vestibule addition that allows staff to check in visitors and deny access to other areas of the building. The proposed vestibule would encroach a maximum of 12' into the 50' Cedar Avenue setback area. Multiple buildings abutting Cedar Avenue have setbacks reduced from 50'. BUDGET IMPACT: N/A ATTACHMENTS: Applicant Letter Location Map Zoning Map Plan Set Elevations Resolution Exhibit MEMORANDUM Wol . To: Sydnee Stroeing, City of Apple Valley From: Sean Kelly I SK Date: July 10,2024 Comm. No: 242050 Subject: Independent School District#196 Cedar Valley Learning Center Secure Entrance Addition Variance Request As part of the Independent School District#196 May 9,2023 successful bond referendum,several District facilities will receive security improvements which,in some instances,include physical alterations and additions to existing building.The Cedar Valley Learning Center (CVLC)located at 14420 Glenda Drive,Apple Valley,Minnesota 55124 has been identified as one of the District's facilities that is in need of physical alterations to improve building security and visitor management. The primary scope of work at the CVLC includes a new secure vestibule entrance addition to allow building administration to better manage daily visitors and overall building security. The first choice would be to construct the new secure entrance vestibule at the current main entrance on the north elevation of the building adjacent to the existing parking lot,however,this option presents significant functional challenges.The existing primary stair and elevator are located immediately inside of the main entrance doors,within the existing vestibule. Currently,the stair and elevator allow visitors to move freely to the lower level of the building without needing to directly check in with building staff,this is the primary security issue of the existing facility. Any vestibule addition at the existing main building entrance will not improve upon this primary dysfunction. Based on the existing building conditions and security improvement needs of the District,the proposed location of the new secure entrance vestibule,as outlined in the submittal drawings, will re-establish the original east building entrance located adjacent to Cedar Avenue. As this approach developed,it became immediately clear that any addition to the east side of the existing building would encroach upon the 50 foot setback requirement along Cedar Avenue. In light of this,we have determined that the east building entrance is the only fiscally and functionally feasible location to build a new secure entrance vestibule and herby request a variance to the 50 foot setback requirement. cc: Stephanie Rudie,ISD#196 Mark Stotts,ISD#196 Scott McQueen,Wold BK/EDU-MN-ISD196/LC_Cedar Valley/242050/Admin/Letters/2024.07.10 Memo to Sydnee Stroeing Wold Architects and Engineers PLANNERS 332 Minnesota Street,Suite W2000 ARCHITECTS Saint Paul,MN 55101 woldae.com I 651 227 7773 ENGINEERS MIragi .y.„4".„, ,, , ,..„._ _. . -,:, iirowilwir,./ , - 41_.... e ic,' Y. 1 ...1 ,.4,1::1 ,.1. ' ...- 0,466 gp emir, IF,_ , IN *-4Thr In /1i , ,.. ,...... , , 143RD OutziAaf CT W - ibi.'•ir.. 10N-,:*.‘-..-*i-1 1P,g1I g 1 !2l2r i-r..I1.-4.1‘ .' # cam. i' it 143RD 14 `` r . � 14,3RD STQ -03 s t . ,.: .. 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No. 120752 OCP#1 / • \ (� I IE(E)=950.31 IO Storm MH Q -- 959.00 ,BURolitill V.` 959 34 X N , L - RE=957.22 J- - IIIE(SE)=948.87v ' ' :UR •+\riff °' N f rn • C IE(N)=950.47 v 959.77 o 4„ • cm ---- ) Bot.=942.22 \ CO \ I ----�- r 1 ", - 0G \ G �-I�- --- I - I 9s9.3•� - 959.96 JT� \ I II �I N • -r- 0 I P-BUR - - - - - - - -960_1 959.93 ` N IaN I °N -L v r 1 I I- X 959.65 N 1 • -a- co ; / r\ v r I / B612 Curb & Gutter�� \ N I CO -° U _ 0 / 960.12 \ \\ I N3 1 lc?) a r -1 .. \ I \\ vND F , o `� a' o [ Io t N W \ rr II 959.66 �/ co \\ \� o N O " 1`�-f- 0Z I ° CONTROL MONUMENTS o 959.96 n I 1 ° I --.....„..- \ L J i� CA CD �� 83 ETC-960. 8 •g' \TC-960.54 1\rn °�' o w �� w < I POINT NORTHING 6.54 FASTING DESCRIPTION P I 2 AGTale.- G ��`960 87 i c S.i 2 X1 r. to -I CO °,, oo CP r oto L �.`� iu _ CP#1 I II r N// �gs1.2 ° ;,9 v � '} �� co \ �R 1 _- CO CP#2 197984.18 525641�.56 NAIL o g •` �.�" v", ,, ; .. , \Si z a� I _ e g61� �'�.a It, I P e -.. H o w II_ CP#3 197698.28 525642.78 NAIL • a ,.• �s i I o ,o \ \� I I o m � ' o `` > I CP#4 197711.16 525515.13 NAIL I W 0 44./' 1\ i? }i �� lume-960.96 I o n. 0 1 1 u) I P a 0p o\ rr TC- g6 aY _ �rfi"•1 o \ Landscape \ a 6 w < I w w \ - I � I � Radon Vent- \ Area - g60 39 6" \ /I i to rn v \ I X X o� I ' rn Z / 9 0 in 7w Q B 0.19x 4) rn�\\ \ es .• I \io `o�� I 0) IJ_ I J I rr ,03� \\ �-Auto Sprinkler -Library Box 1 CO ' Ili; I�Q < L - o Zj-IAI \�Flume-960.73 • ' rn I ,° \ co I°' ro�o� Ol O Q - D �CB / Q -I4_0 --\ RE=956.55cr l �I \ of °��' �I w I C / ZLd J IE=951.70 � I �I ► of IU MA �_s BM#1 MNDOT MONUMENT "PARTNER". - E I Building \ 1 \\ CO\in X I �i/ " L \w -Y °� g 1 \ x X ill I ELEVATION = 968.26 FEET (NAVD 1988) J . 0 o� ,, i m L i \ I < I BM#2 TOP NUT HYDRANT ON THE SOUTH SIDE OF THE co° CO \ - PARKING LOT OF CEDAR VALLEY LEARNING CENTER. Elec. Meter o a \ `U_ 1 8'1 49.6 9so/I__ _L__ o• I i ELEVATION = 960.64 FEET (NAVD 1988) � I rl O o \ gs1.3 g60 4, i II \\ 51 51 rn I 11 Xo < C O / Gas Meter E N � �`r`o X X I lj, 'n / C J 0p CO to \ 0 I, f �.90 960.58 960.24 1p�6 I $" °' 10 soy, 4• . pre* r1� / C 8� sF�F�9s / c Z PIv / �o �� 9 Vk• i* <an•s /960 / fl 4�'J°9 O I I/ 12 Pv CB BM#2 °/ q N / 9�3 RE=956.09 Drainage & Utility Easement-� 95'_ _'••• ' 'S4\`iz sC9s CO IE=952.78 per plat of BOR-NEL j\1 �' _ - - - _ s56.ss X c_i � G °)- - - - - -959- ' 8" I \� L = -.10` -9 �Btlft�P�U@ -EifiR - �956.88 re y p-BUR 957.72 T *14" I345,91 1 _ -957- 4 °" _ 957.17 " ,� I S89 51 00 W 956.95 1 e" : r3905-819 ec3 10 -South line of Lot 3,�� `F.4.. ea 8 * l c, o n Landscaped Area.,4 II 6 rn Block 1, BOR-NEL / 6"46, 6" ,41* ��6 o co I rn 0 )g9s6.s3 TC-95-7.1+- " - TC-957.47 957.36 957.81 , ^ � X X Trash X0) o CP#4 in ° Enclosure 0) 60 75 100 I ACP#3 I LEGEND Ni = GATE VALVE QT = TELEPHONE MANHOLE N = HYDRANT -T-BUR- = BURIED TELEPHONE SURVEY NOTES: - 1 - = WATER LINE -G -= BURIED GAS ® = SANITARY SEWER MANHOLE = SIGN 1. The underground utilities shown have been located from field survey information per Gopher State One Call Ticket ->- = SANITARY SEWER LINE No. 233261728, available records and Private Underground and Locating Services, LLC. The surveyor makes no o = ROOF DRAIN/DRAIN SPOUT = DECIDUOUS TREE (DIAMETER) guarantees that the underground utilities shown comprise all such utilities in the area, either in service or mini = CATCHBASIN = CONIFEROUS TREE (DIAMETER) abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact OD = STORM SEWER MANHOLE location indicated although he does certify that they are located as accurately as possible from information = SHRUB available. The surveyor has not physically located the underground utilities. Prior to any excavation, contact -»- = STORM SEWER LINE (1 Gopher State One Call for an on-site location (651-454-0002). The subsurface utilityinformation on this © = ELECTRIC TRANSFORMER 1111 --ss5-- = SURFACE CONTOUR FT. INTERVAL) p x 965.23 = SPOT ELEVATIONS survey is utility quality level D. This quality level was determined according to the guidelines of Cl/ASCE 38-2, g = LIGHT POLE g = UTILITY POLE A = CONTROL MONUMENT entitled "Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data. = GUY WIRE • = FOUND IRON MONUMENT 2. Al! spot elevations shown adjacent to curb are to top of curb unless noted otherwise. C) = ELECTRIC MANHOLE e = FOUND PK NAIL -P-BUR- = BURIED ELECTRIC • = CONCRETE SURFACE 3. Control Monument coordinates are based on Dakota County Coordinate System NAD83 (1986 Adjustment). -P-OH - = OVERHEAD ELECTRIC . 40 0 20 40 HH = HAND HOLE 4. Boundary lines and easements are shown per record plat of BOR-NEL and available record documents. The IR = TELEPHONE PEDESTAL = BITUMINOUS SURFACE SCALE IN FEET property PID Number is 011480001030. 5. Address is 14420 Glenda Drive, Apple Valley, MN DATE REVISION I hereby certify that this survey, plan or report was prepared DESIGNED BY: SHEET by me or under my direct supervision and that I am a duly Hakanson Anderson Assoc. Inc. SITE SURVEY ...---/ Licensed Professional Land Surveyor under the laws of the BAW 1 State of nesota. DRAWN BY: DATE: Civil Engineers and Land Surveyors CEDAR VALLEY LEARNING CENTER FOR of MSS 12/22/23 3601 Thurston Ave., Anoka, Minnesota 55303 Dec 22, 2023 - 6:40am B Person CHECKED BY: FILE NO. 763-427-5860 FAX 763-427-0520 INDEPENDENT SCHOOL DISTRICT 196 1 K:\cad_surv\Land Desktop 2008\3800.14\dwg\3800.14.dwg Date 12/22/23 Lic. No. 49138 BP 3800.14 www.haa-inc.com SHEETS • ° 1 ° ° 2 ° ° 3 ° ° 4 ° ° 5 ° ° 6 ° • 7 • • 8 • • 9 ° ° 10 ° CEDAR VALLEY LEARNING CENTER RENOVATIOON NOTES " JUI1Ip-JJL.IV //� IN , �C 14420 GLENDA DRIVE \ \ / APPLE VALLEY, MN 55124 \\\CP A 1. REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES. \ / �' i �2CCi i �' »--------- 2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES(CURBS, WALKS, PAVEMENTS, sss.s� N , —,C » ,, N 10 OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.)WHICH ARE TO REMAIN. \ _<< \ /D 3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION,WHICH IS TO REMAIN THAT YJ N ' // �/ 5A_,, R�< \\ ISD #196: ROSEMOUNT - IS DAMAGED BY THE WORK,TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. + , << \ 4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE N \,Ok \�� �' // N jl \ �<< / / \\\ APPLE VALLEY - EAGAN ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE,THE N \one � � `�—' \ j < �01 ' .I-- ' PUBLIC SCHOOLS CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE N \ Of 1 B() — ' \ I< / �' CHARACTERISTICS. \\\ ``t\oo� ,,, � + �\�\ << y ,,,�'� ,,,�'' 3455 153RD STREET WEST 5. HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY \\ �'Bu g Trap -, \\� / j -- _----"-- CONSTRUCTION 'i O ROSEMOUNT, M MINNESOTA 55068 OPERATIONS. N \ << �I- << — 1 N-1.---- �6. MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT ,� g6p.85 �� i �� 0 M NJ LIMITED TO, CATCH BASINS, MANHOLES, PIPING,AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY nce __-- OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES �Ch\n\\nk F e \\ '' �� %� 6" (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.)AS REQUIRED. / �' a `y\� / .�' `\ N �— i\/ ---. a`\ -\\ g60 S, �\ 14" i //�i S // 0 (<N ////.N B \ /"-------- 7 c5' (7,s (7,-, WO I II LEGEND - X Q --- / '')� cr� ,' \ - \ or e` os ASPHALT PAVEMENT REMOVALS -' N /0/ O . N/0. N v v qe( O 6" ii ii 1 — SAWCUT - ' // \\ i/' 07 00 �/. U N /�// 0 O TREE/SHRUB REMOVAL Ni /' c O,p "Q N m AAA MASS TREE AND SHRUB REMOVALS 111 \\, \ NIN 1 �6'J c �/� ` PROPERTY LINE III \\\ •2 C� �� \• WOLD ARCHITECTS \ �6 A AND ENGINEERS 1 \ 1\1 \NCC' i ���'- -_ ---_-__, 332 Minnesota Street, Suite W2000 GI i \ A free Saint Paul,MN 55101 .\ N .__- 0'-- B612 Curb & Gutter \\ A woldae.com 16512277773 \ N \N 0 ‘ 1 N \\\ 3" aBOLTON e-------------: \\\ c i & MENK \ ® ,I N \ o CB 3300 FERN BROOK ROAD, SUITE 300 N URE= PLYMOUTH, MINNESOTA 55447 NCC E(E N\ IE(N Phone: (763) 544-7129 N 0Email: Plymouth@bolton-menk.com \\ www.bolton-menk.com P--B ' \ Q P/BUR \\ c A \ a. ,..„,„g `0 \ 'NI! 6,p N 1,--5‘ig lik N \ ---------- ) NIN P BUR 4" N\ ________--_----- m—p \ c -o N N N 1 I P�BU. N N (n \ O N \ 0 •-_' I v N L- r B612 Curb & Gutter -< NI o \\ �� N cNi o `\\ \ N o \ N \� N \ l 1 c 13 \ -.---- 70 PROTECT CONCRETE 11 11 11 11 � 0 0 `ely' pip E — P—B. , 6" �\ P B ` . R Sign --- \\ / 9;133' 4i� a e —..1 P/BUR / S.i� BUR / Iee - ' 1 1 P�BUR 1 El I m E Li I 1111\ PUR Flume-960.96 -' i Q * 1\ E Z 4,4 I 0 Landscaped a) ry i Radon Vent -'� -tea Area0 O6" \„,...--4. 1 Q 1 L 1 m LI „gUR X -S a o 0 ; g60•�g \�\ `�\ 1 1\ i � REMOVE ASPHALT +� \\ Auto Sprinkler co Library Box 1 Mj1 p REMOVE TREE/SHRUB \ • Flume-960.73 ;� m SALVAGE ROCK FOR REINSTALLATION CD F II \ 0C I hereby certify that this pan,specification or report was prepared by ilti'") me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER Existing y► 6" n under the laws of the State of MINNESOTA B u i l d in g REMOVE TREE/SHRUB `�(7) (4 4 WILLIAM J. DIEDE Registration Number 59532 Date 05/30/2024 — I a Revisions Description Date Num Elec. Meter -.\ \ 1 \ ----- 8" 4s.s • 10 pi 0 e Ili G ,- Gas Meter •sue I e ..ce • e BUR 4 , )' 1 o SG�FJ% 8" ° BUR Area °9,95�°a Comm: 232087 a BURS dsca'ed A s?As >> le) i• ` ' an REFER TO U�ILITY PLAN FORT ATMENT 1`Z P G CB Date: 05/30/2024 1 RE= 77 IE=9I Drawn: MET /ct s" 14" coc -77 v Check: DAR North vo PROTECT ASPHALT G G co 8"* �GP I 6+ /I OVA LS P LA N G 8" 8" \ P,BGR I W * 10" ''/ P—BUR P—BUR 1— PBVR_��P�UI�� ` P-8,_-- ——1 U p—BUR �' — p—BUR LC ` P—BUR ■ C p—BUR • 14" 1111 I I I 1 � � � H � � il I S.i� S.i� c 5.i� 4"a� 10" South line of Lot 3, -' .r, 4" a v li 31ock 1 , FOR—NEL Landscaped Area , cosy `r4 6" , s" Scale: As Indicated `P 6" •A I TrashCO • 01 CP#4 Enclosure I 0 20 40 • I Hi I Feet ° 1 ° ° 2 ° ° 3 ° ° 4 ° ° 5 ° ° 6 " • 7 • • 8 • • 9 " " 10 " CEDAR VALLEY LEARNING CENTER NOTES " JUI11�-JJL.I V -- I . RENOVATIOON N 14420 GLENDA DRIVE N �' \ APPLE VALLEY, MN 55124 \ — \\, CP#2 A 1. REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES. \ —— 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. sss.s� \ ——— N N ——— N 3. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD,WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE AT LEAST 6" OF / ——1 -- TOPSOIL — \ AND SHALL BE SODDED. N —— N + -• N- N\ ISD #196: ROSEMOUNT - 4. WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM,AND STRAIGHT - —— / —— JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL o� �Q� �' �� ——— N / ——' \\ APPLE VALLEY - EAGAN AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS,AS REQUIRED,TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH N \�ce � \ - `�—'-- \ /t / --_.-- L --/ \\ PUBLIC SCHOOLS EXISTING TURFGRASS SURFACE. N\ , \ Qrt\'1 g� — — 1\ ———— ,..- N — 5. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE SOD ALL \ \\l g\o C, \ , ———— + ' ——— ——— 3455 153RD STREET WEST --- ` I � �— --- ROSEMOUNT, MINNESOTA 55068 APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER,TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE \\ ——'BU g Trap -, \`� / i ——— O ———_- ARCHITECT. \ --- —�.— --- M N __— g60.85 — 0 Cho�n\ink Fence �N\ / — ----� • 6" _--- ---- ��. N -— `n10\\ '\ g60.87 �\ / ` 14" — —— /�'''/I B LEGEND / -- �o asp Na� N Vlfol • S 6,.N X \—— --- 1 REFERENCE KEY TO SITE DETAILS _- —— \\ 'bp ��( /- 05.01 DETAIL I.D. NUMBER (TOP) — DETAIL SHEET NUMBER (BOTTOM) —_-— N ,''' .1f N PROPOSED CONCRETE WALK C —— ' N /' O o V////////// PROPOSED LIGHT DUTY ASPHALT PAVEMENT C5g01 —— — \\ i' Oip O N m 1 r 41 APPROXIMATE SOD LIMITS II \\ <96, \ NIN 1 PROPOSED LANDSCAPE ROCK BED Ili \ ,2 C K<NJ `N. WOLD ARCHITECTS \ , \ Q6 AND ENGINEERS >< PROPOSED BUILDING STOOP- REFER TO ARCHITECTURAL PLANS II N -_,_, N , 332 Minnesota Street, Suite W2000 PROPERTY LINE II1\ \\ �'4jc( ./� \- -- ------ _ — — Saint Paul,MN 55101 \ Gr. ,/ B 612 Curb & Gutter \\ woldae.com 1651 227 7773 N N N a, BOLTON \ l 3" 6" \\\ LL1 & MENK 11 fa \\ LLI , N CB 3300 FERN BROOK ROAD, SUITE 300 \ RE= PLYMOUTH, MINNESOTA 55447 \ CC E(E \\ E(N Phone: (763) 544-7129 N Email: Plymouth@bolton-menk.com ° * \\ www.bolton-menk.com \ Q N N \\ ci.,70 NNN D N N \ 1 \ I J1-13 N\ fn i--� \ O N \ 0 .._. B612 Curb & Gutter -<, N o 7 C5.01. 0 5.i� `"'' t e A 6" . . . . . . . . . 111111 ---- Sign A1 e 0 Liw___ . . c3 0 cilt , Radon Vent -' -°a %�,�`• C5.01 ',Ar6d...........*-'-'. \ p O _0_0.4. . .. . .. . er . . . \\ \\ INSTALL SALVAGE STONE �-%b.%*° \\0 C3 , W..111M . . . . . . . . . . . . . v >l LI— Library Box ������� D — Auto Sprinkler ���.♦�, n PROPOSED BUILDING ADDITION - - - p F REFER TO ARCHITECTURAL PLAN C- FOR DIMENSIONS AND LAYOUT I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed + n PROFESSIONAL ENGINEER Existing -� 6" under the laws of the State of MINNESOTA Building .'.- - 1 WILLIAM J. DIEDE ,c. .`. .`. .W Registration Number 59532 Date 05/30/2024 E4 \. \,\. Revisions 1 Description Date Num Elec. Meter \W•`-***.*.W ;1I \`.•...•.•. . I 11 1 vC il G ,- Gas Meter ` 1.• 0 *.. .1.- 05.01 'F` W — 84 0 ;L� d Areo .W..... �,, asW. . . .". , Comm: 232087 0 dsco•e \.•.•.� *.***.*. .*.*1*.*.*.*.. 4,.....'.`1'.`.'.•.' e e v_an y •1• •,..Y• . CB Date: 05/30/2024Er31 0. 1% �� RE=c \ '.'.'.`. IE=s; Drawn: MET • 8" 14" W1W'W...W`� Check: DAR North 8" 1At PLAN 8" 8" I 111 C • 10" 14" I I I 1 � � � � / S.i� S.i� c 5.i� 4"a� 10" South line of Lot 3, -'H .r, 4" a Landscaped Area ��. " * Block 1 , BOR NEL sc s" *' s �� Scale: As Indicated 6" A Trash CP#4 Enclosure Cl • 01 0 20 40 I I-I I I Feet o 1 ° ° 2 ° ° 3 ° ° 4 ° ° 5 e e 6 " • 7 e • 8 " " 9 " " 10 e CEDAR VALLEY LEARNING CENTER RENOVATIOON NOTES JUI11F-JJL.IV /�;� \�\ 3� 14420 GLENDA DRIVE / �, \ / APPLE VALLEY, MN 55124 X / \ A 1. REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES. // 961 .02 z' ' // CP i �_=-- / \_1 • >> 2. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY s5s.s7 N - - _ _ - - _ - 960 _ - - // �� BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. \ , , _ \ N 1 O l,-O _ - - 3, MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. / NX �� /�' �g'9.5-9707 - 4,, RCP <�-- % < \ \\ \\\ ,�,- _ _ - -� g 958 7g 5<< / 1 \\ \ N ISD #196: ROSEMOUNT - 4. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. o� ` -'��\ / // --'- N - i X,<< / 958.37 ''1 \ \ \ \ APPLE VALLEY - EAGAN 5. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENTATION, N\ \�nP. �� �N \ �' //N ' << �'' LI \ �' \ \\ N PUBLIC SCHOOLS CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED \ t�'1 0R \ 959.57 X ° RESTORATION. \ Nor �+ / \\ / 958.48� 958.47 X,-- 1 rn \ \ \\ 8\oc\ _ / 958 _ _ _ _ X"'_ _ _ 4 • \ \ 3455 153RD STREET WEST 6. INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT \ �'BU ' Tra ?�� \\\ <� C :.:1.1 - /�' 959 �'959.21 Xg5g cy) I \ \'' ROSEMOUNT, MINNESOTA 55068 FROM THE FOLLOWING LIST OF APPROVED PRODUCTS: \ g p '�� \ << \ a. ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCO \\ �' Ctj � \ \ --_ \ b, ROAD DRAIN "CURB&GUTTER", MANUFACTURED BY WIMCO �' 85 << \\ ' \ MN °c. INFRASAFE "SEDIMENT CONTROL BARRIER" MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS INC. o' \ % • 960 - \ d. INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. \nkFence `�\ g/ Tc�g5g41i 959.71 X \�- \ %� 6" \\ e. DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC. C\n0\r\ \ N / g5g 52 ,,- / \ \ / f. DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC. Y , i // �. 960.95 X 960.86 \\ / N N g. OR APPROVED EQUAL. - 1\16\ _'\ g60S1 �\ / 14" �� oC\< \\ \ 960.2/� X O //• 8. PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. DO \ 1 NN \ N s Lo . ' Q a7 B NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED 95g , ' I �' �� DSO N \ LO " °' X Wol . AREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION LIMITS TO COMPLY g1.1 \ -- .� S \ rn WITH THE MN CONSTRUCTION STORMWATER PERMIT. / " j/ Tc-g5 -\ 1960.53 X G C�� �/-, ) 4 < N\ \ O� e`� OSN60.86 X / - �� TC-959.36 \ 1 n LEGEND '\\ g 958,ik4 soy °� °0 °��° I \\ o ° a REFERENCE KEY TO SITE DETAILS • \'1 \ / 9 59 _ - \\\ N \\ 6j S9A, \N I �/ I �' N \ \\ �J / \ 1 WOLD ARCHITECTS DETAIL I.D. NUMBER (TOP) C \\ I C5.01 DETAIL SHEET NUMBER (BOTTOM) \1 \\\ N\\ \ �/6 ��0.28 X \ 1 AND ENGINEERS 958.96 / \ / I A 960 EXISTING CONTOUR \I / N \X s5s.00 It'/ N i �� / __4-_. 332 Minnesota Street, Suite W2000 PROPOSED CONTOUR \\\ / \\ \ Ci?4 �i', O ✓'- J 1 I Saint Paul,MN 55101 \\ / N\ 9s9 9, o, 0 \ \ I PROPOSED SPOT ELEVATION ` , / X 959.24 N IA TC-959.61 TX \ \ ME = MATCH EXISTING - B61 2 Curb 8c/ GutterN X I I woldae.com 1651 2277773 X ssas7 I EOF = EMERGENCY OVERFLOW / N Cn c • TC =TOP OF CURB / N\\ \\\, � \ TW = FINISH GRADE AT HIGH SIDE OF WALL / X 959.09 1 BW = FINISH GRADE AT LOW SIDE OF WALL / N • \ BOLTON l N\ 3" // 1 A _ _ _ _ _ _ PROPOSED GRADING LIMITS ,�J 95921 \ s5s.06X \ to N 1 EN K PROPOSED DRAIN TILE (DT) /// 6" ,F' rn \\\ \ Loll r/ rn rn o, U U ® INLET PROTECTION DEVICE AT STORM SEWER INLET / • ~ \\ \ \ CB 3300 FERNBROOK ROAD, SUITE 300 / U \ RE= PLYMOUTH, MINNESOTA 55447 SF SF PROPOSED SILT FENCE / 959.38 \\ \ I E(E Phone: (763) 544-7129 o // N rn \ IE(N I Email: Plymouth@bolton-menk.com >< PROPOSED BUILDING STOOP REFER TO ARCHITECTURAL PLANS // • N P I I www.bolton-menk.com N - - PROPERTY LINE / 'sX X00 1 I ` _/ \ 959.34 X N N 959.34 co I 1 9.00 \ \\ 6 I 1 / \ 1 I -4 41k / \\ I NI N - --�----------- __ rn 4" I \ 959.77 / g-1-0 N D // \ N \ / - i II I, \ N i I 959.35 - JJ.96 \\ \\\ // I - - - - - - - - - - - - - - \ 959,93 J \ / C3 N I / I \\ X 959.65 X 1\ O L- >I- // N \ \I / 960.12 B612 Curb & Gutter \\ \ N 1 - b- 9 o // \ \N \ N N N \\I o /// \\\ PROVIDE DAILY SWEEPING OF PAVED AREtA� C b \ \N \ 7 , / \ \ \ �---- -------4 - 959,66 / \ to 1 _ - ' / .- - �/ - C5.01 5 \\ ( CONCRETE WASHOUT-POST WITH SIGN TC_960.48 "' o\ N fC ) / \ \ TC-960.83 60.8 ME 60.6 M 60.6 I 50.6 \o Ln Ln ' / 960.54 rn o7 rn \\ \\ [ :60.63 -Orb X X \ \ \ 960.87 -\ \-1 - 1 C-g60 ■ �1tr -- _, / / IP-. 60.8-- ;tz."• Y'`'s-. 60.8M I __ / Ln g6, , IA 1 - a.�-.,,Kv , . \ Sign / 1 <,. • iN gg,. a.r�:�� �� �,.:.Y : a',: EIZ.1 ME \ rn I eV // g61.27 I t 6�3 ME❑ >.:-14.->'-ltiK:.a;:;xK'��.AXr:-", 'l\ ..f,y. ' I J 60.8 ME I \ \ / Ica.,.. .0-::• ;. `-61.15 ' '09 CO IC-96°•44 \ \ '3° Flume-960.96 -' ' . r 61.3�iE 6 \ / II It 5' - �` ' `� K=i: / Landscaped \ °' / Q) n' Z / a 1 \\ z :w 61.0 j L(� I o _; 0 'n:"rY `; / Area �. 59.8�ME . 1 Radon Vent O <f } :v j I / g60 3g 6" \:\ I 61.3 E ' '? 61 61.0 1 II / ° M rla -w.. 61.3 960.1g \o \ \\ 1 61.4 E :;,.,,,,,I.,, � I N CO rn +' \ 7 , ILn \ 60.8 _ rn • \`r \\ \\ \\ 61.5 M: 60.9 CO I 1 °�' +, 12 \ \� � -- Library Box 1 / ` 61._ \� I CY) 59.1 M I \\ \\ Auto Sprinkler 1 \ I \\ Flume-960.73 \\ • 61.3 \ CO Ira n \ \ Ia a� \ v x x \ / C) I �I \ PROPOSED BUILDING ADDITION ca it J _ - •0.7 60.6 / I i I C_I F \ 6�3 61.3 0ti \\ O I CII hereby certify that this plan,specification or report was prepared by \ 61.6 / °) Cn \ OI I me or under my direct supervision and that I am a duly Licensed ��1 5 / Ln • CO I 6,I nl PROFESSIONAL ENGINEER Existing I\ 61.8 IIdE O Cfl Cn I I under the laws of the State of MINNESOTA \.9 / i 61.0 � O7 �/ I 1 I Building /� ca J ` L X 59.0'VI -\�• \ 60.5 64 I 1 1-I I WILLIAM J. DIEDE 6�111�\ \ co I I I Registration Number 59532 Date 05/30/2024 \ I I Revisions - - ) I o \ /1\1-6CZ 1 I Description Date Num 5�.1M: I Elec. MeterI\\ \ 8 / • // / / I c.r----h - t 59.88 f --1--- --- I o •I 6 r6�2 ME // / 0a I M. . I rn • 96�30 96 ... // / f , I c 1� `n 0 • G ,- Gas Meter ' - - - / z xi `?% I M / 1 / - ' °` 90 960.58 9 X 95' J / "1 I 03/ 0 e d Are° 960 - 960 - - - �°°�5°� / �r 1 Comm: 232087 cn 96 Copes�96 :3 �(��ds ( 59.2 ME�97 - / p, P\1C' CB Date: 05/30/2024 (1) 59.3 ME -� 4 '\ RE= Drawn: MET g5g, \\ 9_- / - ./., 8 1 a -59.0 MEN / 77 11 Check: DAR North ' C5.01 I 958.69 X \ ° g5g - - - - - - - - - _ _ - 8" \ \ 11SION ° / ram/ 10" .958 - - - -- - X--- --_I I 956.88 \ CONTROL PLAN _ 958 /957.72 \ EL /' - �� _ - - - - - - - / . _ r 1 C I // 10" I 4 14" / \\ \, 2,_, I _ _ 9,-, . - --, _ g 57 l \ X 957.19 957.17 I I -- \ / \ H 5.i� South line of Lot 3 -' �d � ; 111 O 4" i l ant / Block 1 , FOR-NEL Landscaped Area 6" `� 6" �� / co Scale: As Indicated 4 6" / u`°i u`°i o, TC-956.53 10-957.17 / TC-957.47 957.36 957.81 // X X X X f 4C X o A L. Trash X °' CP#4 Enclosure C2 • Ol " 0 20 40 II-I I I Feet • • 1 • • 2 • • 3 • • 4 • • 5 • • 6 • • 7 • • 8 • • 9 • • 10 • CEDAR VALLEY LEARNING CENTER RENOVATIOON - JUI I ICI-JJL.I V //' \ GENERAL NOTESio:c14420 GLENDA DRIVE / '' �,`\ / APPLE VALLEY, MN 55124 X / / \ A 1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. _ / 961 .02 --' i/ CP % L I �_- -- / \ b. * » I 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING/LAYOUT. 959.67 N _ - _ _ _ / - 960 - / >> �� N - - ? - - � \ \ 10 3. OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS. SUBMIT A COPY OF ALL PERMITS TO THE CITY. l,-0 X 9 �� �'' �C� 7 CP 958._- < `\ \\ "J i 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT / .�' - - - g5g- 54„%<� \ \ \ ISD #196■ ROSEMOUNT - PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL - - �- - \ X 958.7j<< �I \ \ \\ ■ AUTHORITIES. N O_. \Ot 3, \\ / ��--_- N/- << 958.37 - II \ \ \ APPLE VALLEY - EAGAN N \;ne ,NE\- \ ' / \ L -'�\ \\ PUBLIC SCHOOLS 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. N Orth BOR. �' 959.57 X I �+ / \ / y< 958.48 958.47 X_- \ • 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. \\\ g\OCR \ �''' / \\\ 958.93 / I ,X_� ' ,,� 959 4 ' \\\ 3455 153RD STREET WEST N ���Bu' Trap `�� \ <�/-</` _ _ _ � _ _-�p 959 - ���� 959.21 X l \ .' ROSEMOUNT, MINNESOTA 55068 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. N\ 9 \ << / '�' ''' \ \ \ . \ 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. �� �//�<< �' \\ 9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. - Fence N� g6085 Ll TC,g5g 47/ i 959.71 X \�-- g60 \ \\ I\,/I I\J ;nk � 6" \ Chain` \ \ g5g 52 \ / 10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY �' �% , / �'...- // �. 960.95 X 960.86 \\ / N BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. a\\ _�\ g6061 / �\ - ,4" ' /',' \ CO N QC\< W \\ \ 960.2/'� X 0 �//• \ N o 11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. \ \ �, /Q \ " Cn o Wol . B \ 12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. g11 \ _- � ��' S \ CD °' / " 7 Tc_g5 \�� c 960.53 X CJ 13. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION)WHICH ARE TO -' \\ \ (,00 ',� //���OSN60.86 X /� i REMAIN. \ �'' N TC-95 . 6 \ /� /U� \ n 14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. \\ �'' g5g �`� '�� X 9 a� �� 6fi \ ' \ -- \N , 958.84 \\\ 60 N O� O0 //2 \ 0 15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 60.1 OR 60 SHALL BE UNDERSTOOD TO MEAN 1060.1 OR 1060. -' \ - \ •,\ ,�� \ N\ / \ 0 - -/ N\ �p� N 1 \\ m I ' • 16. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. \ \ - - --/ \ l'o, N O I t I- A SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. \ \ - - \/ \\ \ 9S0 \ \�, \ NIN �' 1 • 17. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE \\\ _- ' 959 N N N \ ,2 C c �, N N N `J `���\ / `1 1 WOLD ARCHITECTS HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE \ 958.96 \\ N N \ Q/6 40.28 X / \ 1 AND ENGINEERS DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE/ EXCESS/WASTE MATERIAL,AS REQUIRED,AT NO \ \ \\ ���,�\\ \ I ^ \ / X 959.00 �' ADDITIONAL COST TO THE OWNER. \ / A i 96 / __�_. 332 Minnesota Street, Suite W2000 \\ / N N \\\ C4�� �� 0 \✓' J - 1 I Saint Paul,MN 55101 18. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1'VERTICAL(4:1), UNLESS OTHERWISE NOTED. / N\ 9s9 of �' \ \ I \\ / \\ ..-�' 0 .A 19. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD,WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE AT LEAST 6" OF B612 Curb &/ Gutter X 959.24 N \ \ TC-959.61 \ 1 I woldae.com I 651 227 7773 TOPSOIL AND SHALL BE SODDED. / \\ \\-5& 7 X Cn I cr) N \\ LC) C 20. WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM,AND STRAIGHT // N\ \\� c 1 JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL / X 959.09 N AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS,AS REQUIRED,TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH 6g \\ 3" // I ^ BOLTON EXISTING TURFGRASS SURFACE. g 959.06 X 0 \ 959.21/ & MENK 21. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD ALL // 6" ��. rn \\ \ &I\ /ammml ) M APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER,TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE �- Loll ARCHITECT. // 00 ~ \\\ o \ CB 3300 FERNBROOK ROAD, SUITE 300 / U RE= PLYMOUTH, MINNESOTA 55447 22. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: / 959.38 N IE(E • a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM / \ °� \\ 1E(N Phone: (763) 544 7129 \ 01 I Email: Plymouth@bolton-menk.com SEWER STRUCTURES. / N c c; CC • b. ACCEPTABLE MANUFACTURERS/PRODUCTS: / / N H I www.bolton-menk.com I. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE-DIAMETER WATERSTOPS" ./ P-B N\ X X� 1 I ii. PRESS SEAL, WATERSTOP GROUTING RINGS" uR ` _/ \ 959.34 X N X 959.34 c oi 1 iii. OR APPROVED EQUAL. 00 p-g /l �\ N N Nc1 ' i- _ \ 3I I P-gUR �s N 1 I 23. INSTALL DRAIN TILE AND OTHER POTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY `r! N 1 I WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE P-gOR -4 4 \N o L OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). P gUR / 4" ( \\ \, I -+ __ o 24. LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. BEFORE BEGINNING p-,80' s5s.77 // \ \\ X c --.4,1___ I D CONSTRUCTION. / I N c I I- -- / ��\ \ _ I 25. MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT I \ N / \ I LIMITED TO, CATCH BASINS, MANHOLES, PIPING,AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY \ N �' / \ 1 OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES P-g 959.35 90.96 \ J N / I _ (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.)AS REQUIRED. - - - - - - - - - - - - - - - J \ 959.93 \\ / 0 C\I / I o \ X 959.65 N 0 \_I t I / \N \ \I N _'� /' 960.12 B612 Curb & Gutter -<\\ c \\ N - -� "' / \\/ \ `\ ( N o I • / \\ \ \ \ \\\ N LEGEND ,19 \ y • /' \\ \N \ Alk REFERENCE KEY TO SITE DETAILS 959.66 / \ \ / C5.01 DETAIL I.D. NUMBER (TOP) .- - _ / ^\ // 0 •5s s� \ I� DETAIL SHEET NUMBER (BOTTOM) ( TC-960.4` "' N / TC-s6o.s3 60.6 M 60.6 ME 60.6 60.54 \o LC) L(7 r' / \\ \ :0.8 ME -960.6 ME ., Cn a)960 - - - EXISTING CONTOUR I :60.63 \ \ sso.67X X ) X EXISTING SPOT ELEVATION e \ / -D D - - N O "F 4 as+ I C� E 96 PROPOSED CONTOUR I Ii \- _ - , - 60.8� ;;: s�; ,. 60.8 M ___ / PROPOSED SPOT ELEVATION ,g6 .2a g6 .84 P_B t,R , '''• 1 t I ' .,° Sign ( 44L /_ •\\ 160.1 ME = MATCH EXISTING c / PPg � o ti a I • o / --gU.. a 0 I'::' Rom:^ �'. o / 1 if 961.76 d"' � :r,='�^e' / 61.1 ME \ 1 I +_, gUR Yp },- / ry)I / P� / 1.27 61.3 \ " 1 `. y.:'.4 CCU a �e -T \ I I II PROPOSED GRADING LIMITS �;> / -,y�/ P--guR 96 t El -61.15i;,,--�Y.;• ... .w m Y, ": :4" rr • i �'= .ry \ \ R / y Q Q `-61.15 09 ---7 .8 ME \ I / ��•- Y; 4° , ,t.:'.t xw�.';- - PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS q4 \ P UR I co •,ii'�'�". (761.3 ME N. I `//) / .;-•_��t -:,si. . ;y.r r.1.3,% :�:t..._..:_s';• 1C-960' \ \ Flume-9 6 0.9 6 1 0- '~`'isa?,- 0 \ `� E II Y �V�.. 961'S7 ' j N(y1.1 = � K`+ ldsca ed 1 \I / N APPROXIMATE SOIL BORING TEST PIT LOCATION \ \\ >.'u CD P / YSB-1 Y TP X / / 61.0 I ;•f ' ' Q 'i'''�4 I Area 59.8/ME i%* \ 1 Radon Vent -' -a Q - r I / m • >< PROPOSED STOOP REFER TO ARCHITECTURAL PLANS g603g s" o \ ° 61.3 - '.:' t"a X X W u> •'r:<:<•.1' 61.7 61.0 I •' / / p n' I ax;z,v rt. • - - PROPERTY LINE `•''R ���� I ��*r:^ aw.. 61.3 I / /N' m I ,_gUR`�X \ I S 61.4 I N CO rn a rn co 960.19 n \'o \ \ \ 1 \ \ \ \ � 60.9 I � \ 60.8 � _ rn \\ \\ c0 (3-1 ) �\ \\ Library BoxM L61.8 \(0 °' ( I 59.1M:( I� 12 co \ \\ Auto Sprinkler `I co ID_ 1I \ i / p \\ Flume-960.73 \\ CP 1.3 \ o0) °' / m \ PROPOSED BUILDING ADDITION cll \ CP \� TII / p l F \ FFE=961.8/ARCH. 100' 0" \ _'61.3-�' - - ,0.7 -60.6 p I EI BENCHMARKS (FIELD VERIFY BEFORE USING) © `6 6'�' \ / in I II ( 01 I hereby certify that this plan,specification or report was prepared by �c 61.6 °� I me or under my direct supervision and that I am a duly Licensed C5.01 ```� \ I r! s I PROFESSIONAL ENGINEER 1.) MNDOTMONUMENT "PARTNER". Existing , -8 E5 e CD rn I �� I nI under the laws of the State of MINNESOTA Elevation = 968.26 feet (NAVD 1988) +rt \-61.0 CC I I Building .5, 6 X X �59.0 E I 2.) TOP NUT HYDRANT ON THE SOUTH SIDE OF THE PARKING LOT OF CEDAR VALLEY LEARNING CENTER. `' ` 60.5 tX4 I i - Elevation = 960.64 feet (NAVD 1988) ��� I I I WILLIAM J. DIEDE 6�1 n \ \ �o I 1 I Registration Number 59532 Date 05/30/2024 9* \ I 1 I • I - I \ I 1 a Revisions \ 60.1I Description Date Num 60.2 41ME I Elec. Meter -\ Elec. I C3\ 49.6 �1 J / I •, ---- -- --�- 59.8 1' IL 4 oI U, • p 2 ME // / Oa t/ I ME I O1 g61 30 II / 6 L / / a, 1 1- BUILDING PAD SOIL CORRECTION QUANTITY e \ / , 'C) i I X / ( ,, 2 / Gas Meter - X G REFER TO SPEC 31 00 00 EARTHWORK AND UNIT PRICES. REFER TO SPECIFICATION 31 00 00 FOR PROCEDURE ON HOW TO I _ / - - 59.6/VIE o / CALCULATE ACTUAL SOIL CORRECTION QUANTITIES. \ 4--"'''4 960. ' J I - / I � -� 90 9 6 0.5 8 X � -j%,9� / s I 6p77 _BAR Area g6o :43\,-____-� - - Q9�s�s / F G Comm: 232087 INCLUDE THE FOLLOWING QUANTITY FOR THE BUILDING PAD SOIL CORRECTION IN THE LUMP SUM BASE BID: 30 CUBIC s .ed _ - - 960s I YARDS �. euR'14 \�andsca / - / 59.2 ME?9R -�/ p, P\I CB Date: 05/30/2024El-r) - - - - - - - / / U59.3ME 1 I IEE9; Drawn: MET \ g60.3 j ---- \. - - - - g" .?3 II Check: DAR North 959.96 - - = -. ,‹= 59.0 ME �� - - I G - - - - _ _ _ - - _ _ - - \(G 958.69 X _ � � G - /,, - - - g5g - 8" �\ `\ ,' \ m II �►�ADI NG AND / 8" . 8" - -% \ P,B6R ) ' \ 10" �� = P�U�-��UR P-BUR P -- --1 ( 956.8; \ 0 DRAINAGE PLAN > _ - s� 958 /957.72 � P-BUR \ CC _ 9 r-BUR \ p-BUR � - - _ _ _ I(� / . 1 I C P/ r\ I _ Lo Lo // 10" • 14 2. " - - / \ I \ _- _ 9 57 i \ X 957.19 s57.17 1 JJ / \ II / / 956.9 \, e3 c3 S.i� 5•i� 10" ,,, �I H 5.i� South line of Lot 3, -' ; 4" i l Block 1 , FOR-NEL Landscaped Areait \P 6" `� 6" •�� / h. to Scale: As Indicated PE s•4 / in 0) 0 TC-956.53 10-957.17 / TC-957.47 957.36 957.81 / X X X �4( X AU, o 0 Trash X °' CP#4 Enclosure C3 • O1 • 0 20 40 I H-I I I Feet o 1 ° ° 2 ° ° 3 . . 4 ° ° 5 ° ° 6 " • 7 " • 8 " " 9 " " 10 " CEDAR VALLEY LEARNING CENTER RENOVATIOON NOTES JUI1I��JJL.IV /_;� \\\ 1JG 14420 GLENDA DRIVE / - - �, \ / APPLE VALLEY, MN 55124 / -- / \ /--- / CP , A 1. REFER TO SHEET CXXX,XXXXXXX, FOR GENERAL NOTES. _ _ -�'- / \'�. 2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY(TOP OF PIPE TO FINISH + N N - - - - - - 960 = - - _ // 10" \ N GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. l,�O / - - - - - - << \ N 3. ALL WATERMAIN SHALL BE AWWA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED IN ACCORDANCE WITH ASTM D2321. ALL YJ / N ��-, it _ _ - - 9b9- 54' R�</ 1� \ \\ \\ ISD #196: ROSEMOUNT - WATERMAIN SHALL HAVE MINIMUM 8 0 BURY(TOP OF PIPE TO FINISH GRADE). N �Ct --.� // ------- \/-- - ;/ << /< ------i \\ \\ \\ N APPLE VALLEY - EAGAN 4. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER \\ e O� -\\\ -\� --- / /<< / ---- L ---- \ \\ PUBLIC SCHOOLS INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. \� ° N\ \\forth ` 80 - / \ / ---- - - I \ \ 5. ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665,SCHEDULE N\ g\O C\ \ ' --- / \ / << _--- --- + - 1 \ \ 3455 153RD STREET WEST o 40 PVC WITH SOLVENT WELD JOINTS. v -- - / `\ i� _ _ _ I ,0" 959 - - - - 959 I \., ROSEMOUNT, MINNESOTA 55068 N\ ---Bug Trap -, / \ /<� - 1- - ,-.:-_0" \ N --- \/ << -�I-- - - \ \ - I N -- \ ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 N..--- + �/ << ---- �\ - ..-- 6. \ OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. -- \ --- �� - - 960 - \ r 'i ri --- Fence --- ice \ -----Chan\ink \�\ � � ` \ %� 6" \ \ --- / \ / 7. ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,SHALL BE ASTM D2665, SCHEDULE 40 - / _-� \\ PVC WITH SOLVENT WELD JOINTS. --- )� --- / ,.'� - - & - v�/ \ c pp / lAfol B 8. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: -- V • a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM --' ( �'�/ O��S� �77 "/S \ \\ SEWER STRUCTURES. \ - ����� \ b. ACCEPTABLE MANUFACTURERS/PRODUCTS: / X -�// --N. c \ [`r. e` �O I i. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE-DIAMETER WATERSTOPS" \\ ---- N \ S / n ii. PRESS-SEAL, WATERSTOP GROUTING RINGS" - -- , ,0/ Or. N I p iii. OR APPROVED EQUAL. \ ---- g59 �`� ,`C� Q'� Q �O N 6f \ 9. INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN,STORM SEWER,SANITARY SEWER, -- \ N \ ` - ^ C �O \ DRAIN TILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS - - - \ - N\ \ - -/ \\ vO� /I/ N 1 \\ m ( � A • MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF - \ \ , �- -'\ \ N O I 1 A -° STRUCTURES OR SIMILAR). IIII \ - - ' 959 - - \, \N N \\ �6/ c \\ \�� NIN \'/ 1 10. INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE,AND OTHER POTENTIAL SOURCES OF II - - - - N \ 2 N N \J �`� / \ I WOLD ARCHITECTS CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION II - - - - \\\ \N N \ CQr. \ \.�,� / \\ 1 A AND ENGINEERS DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER I N \\ \ 7� ��,_ \ 1 A EDGE OF STRUCTURES OR SIMILAR). \ // N � // 96 / _-4----- 332 Minnesota Street, Suite W2000 \\\ / N N \ �'je< \✓,-' J -- 1 Saint Paul,MN 55101 11. LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES BEFORE BEGINNING / N 9s �% �' \ \ 1 CONSTRUCTION. \�\_ / N 9 .-�� o - B612 Curb &/ Gutter \\ \� \ \ I woldae.com I �s12277773 12. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM,SANITARY SEWER, WATERMAIN),VERIFY ALL / N \ I C PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE / N ..... 1 CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. / \\ c 1 / N • 13. MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT �C) i--""--67--- \\ ,� 3" // \ n 130 LTON LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY /Qj \ r \ I OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES MENK (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.)AS REQUIRED. /// ,/' \\\ 1\ � I N \ W \ i 14. STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS,AND MANHOLES. ADJUST // N c V \ CB 3300 FERNBROOK ROAD, SUITE 300 GATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. \ URE= PLYMOUTH, MINNESOTA 55447 STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB AND / \\ \ I E(E Phone: (763) 544-7129 . GUTTER // N c \ IE(N \ CC I Email: Plymouth@bolton-menk.com LEGE N D / I I www.bolton-menk.com / P_B / \ N N \ ID II II / P,BUR /- - \ N G' a REFERENCE KEY TO SITE DETAILS / "° o \ N 1 � 1 C5.01 DETAIL I.D. NUMBER(TOP) P'BUR \�. N 1 I DETAIL SHEET NUMBER(BOTTOM) P,BUR , ' \\ 1 I 960 - - - EXISTING CONTOUR Bug / 4" I \\ "�---------__ P / \ N 961.52 X EXISTING SPOT ELEVATION P-80'' / \ grO NN o I I- D I 960 _ PROPOSED CONTOUR •-• ' I �\ N \ - c I \ N / t e I 60.1 PROPOSED SPOT ELEVATION ` \ /� N // j 1 • 1 \ ME = MATCH EXISTING P�BU' / \ N _ I - - - - - - - - - - - - J \ \\ / 0 N I - - PROPOSED GRADING LIMITS / \ N\\ \_I 1 / \N \ \I N - » » PROPOSED DRAIN TILE/SUBSURFACE DRAINS (SD) / B612 Curb & Gutter -<� \ N - -� `�\ O ° �` PROPOSED BUILDING STOOP REFER TO ARCHITECTURAL PLANS /// \�\\ \\\\ \\ I \ N 11 / \ \' \ NN I ° - - PROPERTY LINE / `\ \ I / \ ° \\ � �' \ N J / \ ------------4-- / -. - - - - ( - - - � \ \ / [50.6 M60.6ME 60.6 \60.8 ME �60.6 ME \ e\\\ , _ _ \ J / lr-�\- - - - _� . 60.8 60.8M I ri. / E I II ---P _ _ - i-61.00 I 4� P-BUR � ; ,`Z",..� �" I i • A \ Sign �� p��,� R Al �\--- \\ / / PP,BU.. d A c�ti / -. .6a . . kii / \ I I /- I BUR / E11.1 ME \ I 1 / +� / P- BUR I 61.3 \ 4 i /\ / I / / / P' r `-51.19 I I I I i /�\ \ i UR / I Cl e• \C5.01 A1-61.15 •.1,09 3 1 E j 60.8 ME \ 1 a/ ______-------\ \ I - f ? `'R Flume-960.96 -' I Q / / V �0. \ / E II ��;.,. I ' ��1.1 / Landscaped 1 \\ / (Dr- i / 1 6 Cl �` 7 , 61.0 Area \ 59.8�MF Q I Radon Vent - e I / m 1 C5.01 6" N I 61._, 61 i �61.0 \I / / W \ I r1�` p R ,�", j �� // 61.3 r, I / / m I" „BUR X l I 61.4 '„ EL +' \ \ \\ I ~, , \ 6�., 10 Library Box 1 / ` 61.8 v I II 59.1 M=I I p \\ \ \ Auto Sprinkler \ I` \ v I I s✓ \ Flume-960.73 . \\ 61.3I \ O I m \ A \ Ni \ PROPOSED BUILDING ADDITION - ` p I F \ FFE=961.8/ARCH. 100'-0" \ �61.3Jr- 0.7 �-�0.6 \ I I �I 6-3 �y I I I I hereby certify that this plan,specification or report was prepared by \ `-61.6 / °) / I I me or under my direct supervision and that I am a duly Licensed Existing �'S / / I 6d r1i PROFESSIONAL ENGINEER 1\ 61.8 II�E \ I I I under the laws of the State of MINNESOTA Building \ / 61.0 c) J ` L V r 59.0'VIE ��• \ 60.5 60.4 / 1- WILLIAM J. DIEDE 6�1JIV�\ \ cow \ 1t I I Registration Number 59532 Date 05/30/2024 \ v I 1 I °° I - I \'- - - - ) I1 a Revisions II \ � \ 60.1 Description Date Num �60.2 I5�.1 ME I Elec. Meter v I I v I I . ----�% c / 49.6 / � �� -I , I• t l 59.8 fV • 61.2 ME // I/ `'V 15�v ME l I ��J Gas Meter - - - _ \ // /\ v I .A / G , '- a / e 59.6 E / / 1 -BAR Area -a�- - - - -- ''O 9s�s V / \LI I Comm: 232087 a BUR \-(��(�SCa'ed - - - - 960 cA -- 59.2ME\Q v 1 0 Si.� / - / - - _ / a Q�C' CB Date: 05/30/2024 / \.,_ , - 59.3 ME / 17 lEE 9; Drawn: MET ct - � _ - - - - - - - - - - - - - - i,- _ / 44 I - --- \\ - - - e" ME // IV �7/ I Check: DAR North I g5g - - - - - - 4) \ / M\ I • ' (( 8" CONNECT DT TO EXISTING CATCH BASIN @ INV.=954.50 I / \ I VkIl L I TY P LA N - G of �- .__. - - - - - G // 8" 8" - - - AND PROVIDE BACKWATER VALVE I I / 10" - - - - ��- UR P-BUR �` 1- * _,958 --- p_BtlR_��P BUR- - - -P-a --J I 1 0 p=BUS- -BUR \ 958 - - 1 _ i ry P-BUR ■ \ C 1i- _______ pu /''� r\ I v / 10" \ v _ - 957 1 �\ \ 1 - \ / \ I H j i ,/ / - /I \, c) S.i� 5%� e S.is� S.i� e 10" �;i �I v South line of Lot 3, - - `' 4" I Landscaped Area �� e / , v 3Iock 1 , 30R-NEL �4 s" 01, s" �� // 11 Scale: As Indicated I 4 s• / / C4 . 01 Trash CP#4 Enclosure 0 20 40 I ll I I Feet 1 . . 2 . . 3 a a 4 . . 5 • • 6 . . 7 . . 8 a a 9 a a 10 CEDAR VALLEY LEARNING CENTER RENOVATIOON 14420 GLENDA DRIVE APPLE VALLEY, MN 55124 A WOOD METAL POSTS: 2"SQ.(MIN) 0.951bs/If(MIN.)@6' ISO #196: ROSEMOUNT - NORMALUSE SUPPORT F FENCE) PACING (IF USED WITHOUT X) (MAX)SPACING APPLE VALLEY - EAGAN OPTIONAL SUPPORT 5'MIN. LENGTH POST(METAL) /III BACKWATER VALVE PUBLIC SCHOOLS FENCE(WIRE MESH) 4'MIN. LENGTH POST(WOOD) SILT FENCE FABRIC SOLVENT WELD BACKWATER 3455 153RD STREET WEST �>� OVERLAP FABRIC 6"AND VALVE TO DRAIN TILE METAL STAKE OR REFER TO PLAN FOR ROSEMOUNT, MINNESOTA 55068 WOOD POST FASTEN @ 2' INTERVALS STRUCTURE TYPE PROVIDE FLEXIBLE JOINT EXTEND WIRE MESH INTO TRENCH 30" MIN. FABRIC ANCHORAGE TRENCH BACKFILL 6" DRAIN TILE WITH TAMPED NATURAL SOIL Ai M N DIRECTION OF 6" MIN. PROVIDE FLEXIBLE RUNOFF FLOW C _ JOINT AT CONNECTION \ `� 11 11-— FLOW �I III I 1 I CONNECT DRAIN TILE TO —� —� I I_I I I I I I i—i I IIII STRUCTURE AT ELEVATION miSHOWN ON THE DRAWING. —III �I I I I- I I—IIIIII—�I GROUT SECURE TO , J III= L1=1 , STRUCTURE WALL. WO I B III— — III—I I_ NATURALSOIL =1 I II -1 11—� 6"MIN. 24" MIN.BURY DEPTH(METAL) 18"MIN BURY DEPTH(WOOD) :1 I I—III IIIIII MINIMIZE STUB THROUGH —1 I I—I I I—I I I—I I WALL.STUB ONLY AS •1 I I—I I I—I I I—I I I— REQUIRED TO ALLOW NOTE: BACKWATER VALVE TO BE DEPENDING UPON CONFIGURATION,ATTACH TO WIRE MESH WITH CONNECTED TO DRAIN TILE. HOG RINGS,STEEL POSTS WITH TIE WIRES,OR WOOD POSTS WITH STAPLES 1 SILT FENCE 5\ BACKWATER VALVE C5.01 5.01/ NOT TO SCALE NOT TO SCALE WOLD ARCHITECTS FITTING HUB WITH 4" AND ENGINEERS MCDONALD 74M "A" THREADED PLUG.APPLY TEFLON SERIES CAST IRON METER THREAD TAPE,OR APPROVED PIT FRAME AND COVER EQUAL,OVER THREADS. 332 Minnesota Street, Suite W2000 Saint Paul,MN 55101 24"DIA.x 8"THICK CONCRETE SLAB POURED AROUND CASTING FINISH GRADE SUBGRADE (FLUSH WITH FINISH GRADE) woldae.com 1651 227 7773 C F—I II i Al 1 I I I i I- -III— III- ._.. . _w I—III III-III ra----,t,. . , -III-II LEAVE 24"OF EXCESS WIRE , a_ I=III=I 1=1 11=I I AT SURFACE es(Bom...T.,,,.., iE —_III—_III_ —III—IIIK'''"Ii--±ii")-- c a _I—III—III O.D.+2'(MAX) III—III—�I3300 FERN BROOK ROAD, SUITE 300 —III—III=III II—III—III— PLYMOUTH, MINNESOTA 55447 _I—III—III—II 1—III—III—III Phone: (763) 544 7129 -III—III—III—I ._:_., —III—III—III— --ilk Email: Plymouth@bolton-menk.com • —III—III—I I Imo,. ,_ ,ry ~r :r;`I I I—III—III—I I _>: -: -.....a _ _ 1 www.bolton-menk.com z —III—III—III-1 I'i�' :::t:_— 1=III=1 I I- I TRACER WIRE W =1 I I=III=III- ;`III=—III=�1 a -Iv EL II—III—III-1 I:_' :1—III= I 1; I _I=III=III=I I I��� ?" . �I I I=III- " 1i PIPE BEDDING l� 11z' �i -III—III—III—I I ti•L^:'M,.‹a'''''' tt r I—II—III—III —III—III—III—I II . 15" — — — — — — — — — — III;IIII,;,II111,111-111111�1IIII�IIIII�11111�11111�1III11 NOTES: H- kAim D 1. TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. REFER TO PLAN FOR INVERT ELEVATION 6" DRAIN TILE 2. UPPER 3 FT.OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100%STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION,BACKFILL SHALL BE COMPACTED TO AT LEAST 95%STANDARD NOTE: PROCTOR DRY DENSITY. ATTACH TRACER WIRE WITH BROWN STRIPE TO PIPE AT 3'O.C.WITH PLASTIC ZIP-TIES(OR APPROVED EQUAL). 3. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. / 2 PIPE BEDDING PVC 6 CLEANOUT ASSEMBLY 5.01 C5.01 NOT TO SCALESC NOT TO SCALE ASPHALT PAVEMENT DET# ® D® 4"SLAB AND 6"STABILIZED AGGREGATE CONCRETE CURB AND GUTTER DET# BASE-VERIFY WITH ARCHITECTURAL PLANS FINISH FLOOR WALK FLUSH WITH TOP OF CURB AND PROVIDE TOOLED EDGE WITH EXPANSION JOINT SUBGRADE FINISH GRADE(TURF) 4"CONCRETE WALK LLD MIN.4"SAND BASE OR STABILIZED E AGGREGATE BASE THICKENED TO BOTTOM MINIMUM EXCAVATION OF CURB WHERE APPLICABLE JIIIIIIIIII LIMITS PROVIDE 2%CROSS SLOPE(MAX.) TURFGRASS FLUSH TOPSOIL WITH TOP OF WALK o UPHILL" = bi REFER TO WALK WIDTH AS SIDE z Ii STRUCTURALDRAWINGS LABELED ON PLAN /1111164 o 3'-0" All IIUI Ew wt3z, � 1 1 11 1 1—III: FOOTING 1 I I I111 11IlI11111I11111 • —11 12 I — PREPARED SUBGRADE ENGINEERED FILL BUILDING WALL UNSUITABLE SOIL PROVIDE TOOLED EDGE(WITH TURFGRASS RECESSED 1" EXPANSION JOINT AND CAULK BELOW WALK SURFACE ' DOWNHILL SEALANT AT ALL STOOPS AND SIDE SUITABLE SOIL BUILDING AREAS) —� NOTES: '•:"'; :t.:-,.;::::.,-::_,-..-;;,:_>•,:*: ?•-r •.::-.z.:::��.. .Y.:-k•v,.. f.:''•�t�:•a;!•,:x•r :',~i'y� ..,l.; 'i:r1a•' ••..`,i`,,..1 4,i 1. BOTTOM OF EXCAVATION MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER'S r,V-"• .'r ••)rr•"•r•,�, _ _ _ _ F REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL. II 1-1 1 1-1 1 1-1 —1 1 1-1 1 1-1 1 1-1 III—III—III—III- :III—III—III—III- I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed TREATMENT AT TREATMENT AT PROFESSIONAL ENGINEER BUILDING DOWNHILL SIDE under the laws of the State of MINNESOTA 3� ENGINEERED FILL 7\ CONCRETE WALK (;;*(:2-// (;;*5/ WILLIAM J. DIEDE Registration Number 59532 Date 05/30/2024 NOT TO SCALE NOT TO SCALE Revisions Description Date Num G FINISH GRADE AT FINISH GRADE OF PAVEMENT DET# EDGE OF STOOP ADJACENT TO FOOTED STOOP NW Comm: 232087 ,,,..;•::. Date: 05/30/2024Ell) : '"r'n S-y`. I I-, I I-I 1 Drawn: MET :<<tia=.,;w- '•` SAND SUBBASE —I11—I •h, `•n: • I I=1 I I1 I Check: DAR North 0�:��•'a. 1s. �a.:ti� O e••1.r�,' .A!wlYJ��. � -•.4•rq. t r'` ^, .� y : —I I I=I I= PAVEMENT LIMIT AS SHOWN -:�•s: .••. :��•�•`= ON PLAN ��E DETAILS —4 I I I—� I I — I—� I I— I I I I I 1 I III PROVIDE 2%CROSS SLOPE (MAX.,1.5%MIN.)REFER TO STOOP FOOTING- 5' 0" 20 0 GRADING PLAN FOR DIRECTION REFER TO STRUCTURAL 2" CDRAWINGS SUBGRADE SOILS 6" DRAIN TILE(WHERE INDICATED III'd1131I'IIYYI I111YY 11�Y�1101)11 .y ON DRAWINGS)-EXTEND TO _ _ III— - ' — 2"ASPHALT WEAR COURSE STORM SEWER STRUCTURE WHERE 11' III' III-L INDICATED ON DRAWINGS —111-111—III-H — — — 6"STABILIZED AGGREGATE BASE NOTE: IIIIIIIIIIIIIIIII- REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF SAND SUBBASE �� 12" MIN.SUBGRADE PREPARATION Scale: As Indicated 4 SAND SUBBASE / DRAIN TILE AT 8� LIGHT DUTY ASPHALT PAVEMENT C5.01 DOORS & FROST FOOTED STOOPS (;;.17:%/ NOT TO SCALE NOT TO SCALE CS • 01 1 2 3 4 5 6 7 8 CEDAR VALLEY _jr____ir___ir_:__ji‘ \____s& ______ LEARNING CENTER RENOVATION 14420 GLENDA DRIVE APPLE VALLEY, MN 55124 A ISD #196 14445 DIAMOND PATH WEST ROSEMOUNT, MN 55068 M N Wol . B WOLD ARCHITECTS AND ENGINEERS , 332 Minnesota Street, Suite W2000 jI Saint Paul, MN 55101 woldae.com I 651 227 7773 , , , ....N, „:" ,.... ,... , ,... , _______________ © © , / a',',.., -----'IMF`,__-'fir �/ 1 +�-Ir t -:,,,:.,..,,,.: ll1/ 11 II I , 1, I/ 11 II 1 , 1, 1 1 �/ Iiii ' I,\\ i ' I' ii I ' / j1 +_ , , 1, 1 1 , 50 I i it ��� i; � \''L� ; i; i i,i rIl I 1 ' ' 1i ,i ,i\• i 4itII aw 0 if I Il ; iii 1 1 'l n • I 1 1 '4 �s rBA n , Ei 1 1I i/ 1 l 1c 1 'r- I11 I ' II11 -�--_' , 11p ' , ^,II yy ii1: ,I 1 III II 1 III , ., 11L i :III DN Il k ' -- ill C UP 1 Ir-__��'T III iiiI I I III 1 I 1 III Y I I I i -- 111 1 I IIL__J_J �) Psi iir'—'i-1 Ilj � i `♦``\ 111 I I I \\ IIL I_J 1 \ IL___7___JI L__ ` II I ,u 1 1 I r , i% 1 n n y , 1 n n y , , 1 n n y ' -- I 1 ' II i' ', , 1 `\ I I 1 m 1 / 1 II I I 1 ,u l .. 1 / I — 1 L J LL I I �`) L 1 1 ' 11 1 1 1 I 1 /2 !ND sN, ,/ Lon....„_,.., ....jEr \ ss I 1 ' , 1 - 1 ssY \ , I n n I i pi k 11 11- D ** S#_ O# (le al a� \ .,I n 1 p \ . J L i 1I `:�' ' ii i'i i 1 J 6 rcxrrcrcrcxrccrrrcacriE \ pll 1 1 \ ►O�J♦ , I I ;,;; • I a� a; ; .. 1 1 I ` �i u 1 u .......... 1 1 u _� 1 u 1 III' ,T � n 1 I, 11 , 11 II II .i 1 ��_ 11 'I 11 �� it I hereby certify that this plan,specification or report was prepared by I I I; d' I� me or under my direct supervision and that I am a duly Licensed pp I� ARCHITECT 11 ;. ; `. II 1� `;, II \ II under the laws of the State of MINNESOTA UP I 1- - h 1 , „ II 11 L lst l l I�----1 1 ; '1 1 i 1\`_. •- i I 11 II ; •1 ;; ; 1\• • I I 1 1 G�3=--=I 11 R. 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III II ,I 11 ,1 1 ,I 1111 ,1 11 ll 1 11111 ,1 11 ll 1 I 1 1111111 1 ,11111 ,1 1111111 1 ,� 1 1 I 1 1 1 1 1 1 1 I I 1 I I 1 1 I I D1 EXTERIOR ELEVATION ACEDAR AVENUE 3/8" = 1'-0" ALL NEW WOOD SIDING AND BUILDING DATA: 1-STORY ADDITION: D FASCIA TO MATCH EXISTING. EXISTING BUILDING FOOTPRINT: - SECURE ENTRY VESTIBULE - 4,705 SF PROPOSED ADDITION FOOTPRINT: - 153SF 1 ADDITION >k EXISTING NEW OVERALL FOOTPRINT AREA: / - 4,858 SF I I a......................... r i . 1111 V1.01 `s" .. I I hereby certify that this plan,specification or report was prepared by �ss�,% me or under my direct supervision and that I am a duly Licensed ARCHITECT — — — — — ' — , \ , y�2'-6" 7'-4" X 2'-6" y� 5'-0" y under the laws of the State of MINNESOTA N EXISTING ARCH n n R. SCOTT McQUEEN License Number: 20155 Date 2/4/2011 N E COPPER COPING / / i \ \ X TO MATCH / , COPPER COPING _ Revisions Description Date Num 0 / / \ \ / / i 1 F COPPER FASCIA I I 1 MI TO MATCH T.O.ADDITION 1w = w 111'-10" J I ID w, E / VEST. s AL BASEUL N = ARCHITRAVE/FREIZE 110'-0" ARCHITRAVE/FREIZE v 'v Al00 153 SF TO MATCH EXISTING, PAINTED TO MATCH EXISTING, N ,' PAINTED N h 11 Comm: 242050 2 Date: 7/30/2024EiD1 Q U m ENGINEERED WOOD SIDING, > // > X 1L Drawn: AUTHOR TYP. PAINTED TO MATCH. A L J // \ Check: CHECKER North / io /ALUM. STOREFRONT SYSTEM, > > / > N N ,/,,,/ .- TYP. CEDAR VALLEY LC - VARIANCE A F ASEML 00'-0" I V1.01 0 CVLC SOUTH ELEVATION ID CVLC WEST ELEVATION 411) MAIN LEVEL FLOOR PLAN _ 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" Scale: As indicated CD SET NOT FOR CONSTRUCTION V1 ■ CITY OF APPLE VALLEY RESOLUTION NO. 2024 - A RESOLUTION APPROVING A VARIANCE FOR A REDUCED SETBACK FROM CEDAR AVENUE TO CONSTRUCT A VESTIBLE ADDITION AT CEDAR VALLEY LEARNING CENTER LOCATED AT 14420 GLENDA DRIVE AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS,pursuant to the City's said regulations, a"variance"is an exception granted by the City Council from the literal provisions of the zoning regulations when a practical difficulty is shown to exist due to unique conditions on the property which do not apply to the area in general; and WHEREAS, Independent School District 196 is the owner of property located at 14420 Glenda Drive, and legally described as Lot 3, Block 1, Bor-Nel, Dakota County, Minnesota ("Property"); and WHEREAS, Independent School District 196 operates an educational facility on the Property, specifically the Cedar Valley Learning Center; and WHEREAS, the Independent School District 196 made application for a variance to reduce the building setback from Cedar Avenue from 50' to 38' in order to construct a vestibule addition on the east side of the building, fronting Cedar Avenue; and WHEREAS, the Apple Valley Planning Commission reviewed the variance request at its meeting held on August 7, 2024, and recommended approval of the variance request based on the following findings: 1. The property is zoned LB ("Limited Business"). This zone requires a 50' building setback from Cedar Avenue. 2. The building is in the southeast corner of the subject property. The southeast corner of the building abuts the 50' building setback. 3. The building was constructed in 1993 as a realtor office. The building is now owned by ISD 196 and is used as an education facility. The current layout of the building was established and is consistent with what was permitted in 1993. 4. The applicant is requesting a variance to reduce the building setback from Cedar Avenue from 50' to 38' to construct a vestibule addition to increase security and manage visitors at the facility. 5. The existing entrance is located on the north side of the building. The security and visitor management into the building from this north entrance cannot be provided because the entrance provides direct, unrestricted access to the elevator and primary staircase in the building. 6. The existing, secondary east entrance does not provide direct access to the elevator or stairs. A secure vestibule addition at the east entrance would limit access to restricted areas and allow staff to direct visitors. 7. A reduced building setback would not be inconsistent with the Cedar Avenue area. Multiple buildings along the Cedar Avenue corridor have setbacks of less than 50'. 8. No significant trees are planned to be removed from construction of the vestibule. 9. Security and visitor management needs of the learning center cannot be met at the existing north entrance due to the elevator and primary staircase at the entrance which must be allow unrestricted access for staff, students, and authorized visitors. The existing east entrance can provide security and visitor management by constructing a vestibule addition. A secure vestibule addition on the east side of the property cannot be constructed without encroaching into the 50' building setback from Cedar Avenue because of the proximity of the existing building to the setback. These facts constitute a practical difficulty warranting the setback variance. NOW,THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the variance to reduce the building setback of a vestibule addition from Cedar Avenue from 50' to 38' on the property located at 14420 Glenda Drive, and legally described as Lot 3, Block 1, Bor-Nel, Dakota County, Minnesota, is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one(1)year of the date of approval, the variance approval shall lapse. 2. The approval of the variance is subject to the issuance of and compliance with the building permit and Building Code requirements for the construction of the east vestibule addition. 3. Construction shall occur in conformance with the approved site plan received in City offices July 2, 2024, on file in City offices. 4. Construction shall occur in conformance with the elevation plan received in City offices August 1, 2024, on file in City offices. 2 5. Site grading shall occur in conformance with a Natural Resources Management Plan(NRMP)which shall include a final grading plan to be submitted for review and approval by the City Engineer. 6. No trees shall be removed, except as authorized as part of the NRMP. 7. Construction shall be limited to the hours of 7:00 a.m.to 7:00 p.m.Monday through Friday. Weekend construction shall be limited to 8:00 a.m. to 5:30 p.m. Saturdays. 8. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 9. Issuance of a Building Permit is contingent upon the project being constructed in conformance with all the preceding conditions, as well as all applicable performance standards of the current zoning regulations. 10. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion BE IT FURTHER RESOLVED that issuance of the building permit is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this day of ,2024. Clint Hooppaw,Mayor ATTEST: Christina M. Scipioni, City Clerk 3 CERTIFICATE I,Christina Scipioni,City Clerk,hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley,Dakota County,Minnesota, on the day of ,2024. Christina M. Scipioni,City Clerk IN/ ii4ciiii4iimSopeilli\ * Recommended The property is zoned LB ("Limited Business"). This zone requires a 50' building setback from Cedar Avenue. The building is in the southeast corner of the subject property. The southeast corner of the building abuts the 50' building setback. The building was constructed in 1993 as a realtor office. The building is now owned by ISD 196 and is used as an education facility. The current layout of the building was established and is consistent with what was permitted in 1993. The applicant is requesting a variance to reduce the building setback from Cedar Avenue from 50' to 38' to construct a vestibule addition to increase security and manage visitors at the facility. The existing entrance is located on the north side of the building. The security and visitor management into the building from this north entrance cannot be provided because the entrance provides direct, unrestricted access to the elevator and primary staircase in the building. 6. The existing, secondary east entrance does not provide direct access to the elevator or stairs. A secure vestibule addition at the east entrance would limit access to restricted ..• areas and allow staff to direct visitors. AppValley *Findings have been updated per City Attorney review. Continued A reduced building setback would not be inconsistent with the Cedar Avenue area. Multiple buildings along the Cedar Avenue corridor have setbacks of less than 50'. 8. No significant trees are planned to be removed from construction of the vestibule. 9. Security and visitor management needs of the learning center cannot be met at the existing north entrance due to the elevator and primary staircase at the entrance which allow unrestricted access for staff, students, and authorized visitors. The existing east entrance can provide security and visitor management by constructing a vestibule addition. A secure vestibule addition on the east side of the property cannot be constructed without encroaching into the 50' building setback from Cedar Avenue because of the proximity of the existing building to the setback. These facts constitute a practical difficulty warranting the setback variance. ... ..... AppValley *Findings have been updated per City Attorney review. 12/12/2024 Cedar Valley Learning Center (CVLC) Setback Variance 14420 Glenda Drive Planning Commission Date: August 7, 2024 AppVaIIey 1 Requested Variance Consider variance to reduce setback from Cedar Ave from 50' to 38' for a vestibule addition. Aptlley 2 1 12/12/2024 Location Map I,_ = . , , 3 .�. 1 • +47130 SI v+ fI '143RD ST W — — f . - SITE.•:'�:; = v v .r • • 74' lkAI M .:, f" A . - di '•:_ — .x.— 1 '1I SW__., L— _ 0s1.1 Apple valley— ' likiti FT?' 3 Zoning Map LB,Limited Business 4���� LLWILWII \/\ D 4� ; uneDstw +uaosrw Setback Requirements � � Along Cedar Ave:50' % �B a riii , Along Glenda Dr:30' � S Side: 15' '. M8C m M� i ® /ITE_ Ir V, IMF LB 0 ig i 1087 J� 14STH STW ? I 4 2 12/12/2024 Site Plan .' -. ' Building ' I ack ' . I SREPLAN j Apple ey C1.01 5 Vestibule Detail nrx— �Yi�L41.'F MN 7277 a • • AC MOM um �i CITY SUBWITAL Nam... NOT FOR WNSIAOCT. V1•02 6 3 12/12/2024 Existing Conditions Plimmallimr-In. _4. Willi A�Nelley 7 Elevations MN / SIll��i�f/r�rrA! . 7QfL�ClleifGfi 27 rrrnrn __ v ii I I I I i =_ �-----�--- - I _I 14...1..1 I __. 771Jg ....:GA l_-l�_llii�L£T-GKSi! I f II -C.�-IYiYJ� rt4[ I _ - I a 1l V li _ 1\ - ' -III __ Es �q Apple Valley 8 4 12/12/2024 Cedar Avenue Reduced Building Setbacks The Legends (14050 Granite Ave) Huntington Bank(7530 142nd St W) • Cider Ridge Marketplace(7495 145th St W) • Sleep Number/Starbucks(7525 147th St W) • Aspen Dental Building(14750 Cedar Ave) MidCountry Bank(14994 Glazier Ave) • Cowboy Jack's (14998 Glazier Ave) • Chick-Fil-A(7480 153rd St W) Applzky Practical Difficulties Definition of"Practical difficulties": The applicant proposes to use the property in a reasonable manner not permitted by the zoning provisions of the code; The plight of the applicant is due to circumstances unique to the property not created by the applicant; and The variance, if granted, will not alter the essential character of the locality. Economic considerations alone do not constitute practical difficulties. vaHey 10 5 12/12/2024 Practical Difficulties Factors to determine whether"Practical Difficulties"exist: Special conditions apply to the structure or land in question that are particular to the property and do not apply generally to other land or structures in the district or vicinity in which the land is located; The granting of the proposed variance will not be contrary to the intent of this chapter; The special conditions or circumstances do not result from the actions of the owner/applicant; The granting of the variance will not merely serve as a convenience to the applicant, but is necessary to alleviate practical difficulties in complying with the zoning provisions of this Code; and The variance requested is the minimum variance necessary to alleviate APValley the practical difficulty. 11 Recommended Findings* 1. The property is zoned LB("Limited Business"). This zone requires a 50' building setback from Cedar Avenue. 2. The building is in the southeast corner of the subject property.The southeast corner of the building abuts the 50' building setback. 3. The building was constructed in 1993 as a realtor office.The building is now owned by ISD 196 and is used as an education facility.The current layout of the building was established and is consistent with what was permitted in 1993. 4. The applicant is requesting a variance to reduce the building setback from Cedar Avenue from 50'to 38'to construct a vestibule addition to increase security and manage visitors at the facility. The existing entrance is located on the north side of the building.The security and visitor management into the building from this north entrance cannot be provided because the entrance provides direct, unrestricted access to the elevator and primary staircase in the building. The existing, secondary east entrance does not provide direct access to the elevator or stairs. A secure vestibule addition at the east entrance would limit access to restricted areas and allow staff to direct visitors. "' A valley *Findings have been updated per City Attorney review. 12 6 12/12/2024 Continued Recommended Findings 7. A reduced building setback would not be inconsistent with the Cedar Avenue area. Multiple buildings along the Cedar Avenue corridor have setbacks of less than 50'. 8. No significant trees are planned to be removed from construction of the vestibule. 9. Security and visitor management needs of the learning center cannot be met at the existing north entrance due to the elevator and primary staircase at the entrance which allow unrestricted access for staff,students, and authorized visitors.The existing east entrance can provide security and visitor management by constructing a vestibule addition.A secure vestibule addition on the east side of the property cannot be constructed without encroaching into the 50' building setback from Cedar Avenue because of the proximity of the existing building to the setback.These facts constitute a practical difficulty warranting the setback variance. *Findings have been updated per City Attorney review. 13 Planning Commission Recommendation Recommend approval of a variance reducing the setback for a vestibule addition from 50' to 38' from Cedar Ave based on the updated findings (1 through 9) and subject to the conditions listed in the staff report. Avalley 14 7 12/12/2024 Questions? Apple, 15 Removals Plan REWIALSMAN v}'r. �( AR5Yalley C0.01 16 8 • ITEM: 6.A. ••••• • ••• PLANNING COMMISSION MEETING DATE: August 7, 2024 Apple Valley SECTION: Other Business Description: Review of Upcoming Schedule and Other Updates Staff Contact: Department/ Division: Breanna Vincent, Department Assistant Community Development Department ACTION REQUESTED: N/A SUMMARY: Next Planning Commission Meetings: Wednesday, August 21, 2024 - 7:00 p.m. • Public hearing applications due by 9:00 a.m. on Wednesday, July 24, 2024. • Site plan, variance applications due by 9:00 a.m. on Wednesday, August 7, 2024. Wednesday, September 4, 2024 - 7:00 p.m. • Public hearing applications due by 9:00 a.m. on Wednesday, August 7, 2024. • Site plan, variance applications due by 9:00 a.m. on Wednesday, August 21, 2024. Next City Council Meetings: • Thursday, August 8, 2024 - 7:00 p.m. • Thursday, August 22, 2024 - 7:00 p.m. BACKGROUND: N/A BUDGET IMPACT: N/A