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5.1. BASR 06-20-2023it ci Elk* River Request for Action To Item Number Board of Adjustments 5.1 Agenda Section Meeting Date Prepared by Public Hearings June 27, 2023 Chris Leeseberg, Senior Planner Item Description Reviewed by ISD 728 — Handke building — 1170 Main Street NW Zack Carlton, Community Development Director Front Yard Setback Variance, Case No. V 23-05 Reviewed by Action Requested Approve, by motion, the front yard setback variance (4-feet) for the following reasons: 1. The general purpose and intent of the ordinance are met. 2. The property has a land use of residential and the use is consistent with the Comprehensive Plan. 3. The proposed use is reasonable and is permitted in the zoning ordinance. 4. The plight of the petitioner is due to circumstances unique to the property not a consequence of the petitioner's own action or inaction. 5. The variance will not alter the essential character of the locality. Background/Discussion The property is zoned R1-c (Single Family Residential) where Educational Uses require a Conditional Use Permit (CUP). The applicant is seeking a CUP (CU 23-15) to construct a 300 square foot secure entry to the early childhood setting at the Handke Center. To construct the addition, the property needs to be granted a variance. The applicant is requesting a front yard setback variance (V 23-05) allowing the addition to be 4.3 feet from the front property line, matching the existing structure. CR 33 X RR - Hwy 10 e 0 CR 12 ..... ------ Figure I = Applicable Regulation (The applicant's responses are italicized with staffs notes after.) Variances may be granted when the petitioner establishes that the variance satisfies all five of the criteria described below. The variance is: 1. Is in harmony with the general purpose and intent of the ordinance, and The purpose and intent of front yard setbacks is to provide uniformity of structures along a street. It is common for buildings of this era, especially in downtown areas, to have been constructed to the property The Elk River Vision P O N E B E o 9 Y A n elcoming community avith revolutionary and spirited resourcefulness, exceptional INATUREI service, and community engagement that encourages and inspires pro perity. Updated. January 2023 lines. The proposal does not encroach any further into the current setback requirements than the existing school building does. 2. Is consistent with the City of Elk River Comprehensive Plan. The property is guided as public/semi-public and the category includes local government uses, municipal facilities, community service providers, schools, and places of worship and assembly such as City Hall, fire stations, churches, and Elk River's public schools. Coordination with schools and service providers is key to ensure these essential facilities have capacity and/or are in areas that can support growth and development as it occurs. The use is consistent with the Comprehensive Plan. Variances may be granted when the petitioner establishes that there are practical difficulties in complying with the zoning ordinance. Practical difficulties means that: 3. The petitioner proposes to use the property in a reasonable manner not permitted by the zoning ordinance; The proposed use of the property will not be changed as a part of the project. The area of the building (the 1951 addition at which the proposed addition would occur, will be changing from a shipping receiving and storing area, to an early childhood space for which the owner mould like secure access to be provided, similar to a secure entry vestibule to a school facility. Additionally, there is an existing exterior door that egresses directly onto the sidewalk on the north side of Main Street, which we are proposing to remove and infill. In place of this egress point, a new exterior door is proposed for the east side of the 1951 addition to extend the exteriorpoint of egress slightly away from the sidewalk so as to preventyoung students (3-5year olds)from exiting directly toward Main Street. This new exterior door mould be egress only and not used for access. The proposal is reasonable as it is consistent with the existing school's positioning, not encroaching any further into the current setback requirements. It is common for buildings of this era, especially in downtown areas, to have been constructed to the property lines. 4. The plight of the petitioner is due to circumstances unique to the property not a consequence of the petitioner's own action or inaction; and As noted above, the addition that is being proposed as part of this project will abut an existing addition that was construction in 1951. The addition itself is necessary to provide a secure sequence of entry outside of the existing building footprint, which mould otherwise be too small to serve the desired function of an early childhood setting. Also, as part of the addition, a toilet room is proposed for use by the young students. Including the toilet room as part of the addition works well with existing utilities and proposed improvements to the utilities, as well as not restricting the use of the general programmed space. The placement of the original school and subsequent additions is unique and is not a consequence of the petitioner. 5. The variance, if granted, will not alter the essential character of the locality. The proposed addition seamlessly integrates with the existing structure, ensuring that the essential character of the locale remains unchanged. Financial Impact None Mission/Policy/Goal ■ Responsibly grow ■ Meet changing needs - Agile Attachments ■ Location Map ■ Applicant's Narrative ■ Site Plans ■ Architectural Exhibits O x - 7 - 1 75-009-0110 i, 10,1 n1 z 75 408-0590 !� 75-409-0155 a I 75.409-0610 75-409-0605' 7508-0640 75-408.0635 ISD 728 Variance and Conditional Use Permit V 23-05 Narrative/Variance answers The proposed project includes minor site improvements, major interior renovations, and a small addition. Interior renovations will include remodeling of classrooms, specialist settings, long-term facilities maintenance improvements (replacement of finishes, casework, doors/hardware, ceilings), and major mechanical and electrical system improvements. Mechanical system currently includes rooftop units and ductwork, which will be replaced with interior air handling units. Most single and multi-user toilet rooms that do not meet accessibility requirements are scheduled for remodeling. The small addition (approx. 300s� is required to provide a secure point of entry to the early childhood setting at the Handke Center, and will also include a single user toilet room. Additionally, an egress -only ramp is being proposed for a second point of egress that does not discharge young student directly toward Main Street. Variance Information: 1) The variance is in harmony with the general purpose and intent of the ordinance. Confirmed. 2) The variance is consistent with the City of Elk River Comprehensive Plan (discuss with city staff if needed). Confirmed. 3) The petitioner proposes to use the property in a reasonable manner not permitted by the zoning ordinance The proposed use of the property will not be changed as a part of the project. The area of the building (the 1951 addition) at which the proposed addition would occur, will be changing from a shipping, receiving, and storing area, to an early childhood space for which the Owner would like secure access to be provided, similar to a secure entry vestibule to a school facility. Additionally, there is an existing exterior door that egresses directly onto the sidewalk on the north side of Main Street, which we are proposing to remove and infill. In place of this egress point, a new exterior door is proposed for the east side of the 1951 addition to extend the exterior point of egress slightly away from the sidewalk so as to prevent young students (3-5 year olds) from exiting directly toward Main Street. This new exterior door would be egress only and not used for access. 4) The plight of the petitioner is due to circumstances unique to the property not a consequence of the petitioner's own action or inaction; and As noted above, the addition that is being proposed as part of this project will abut an existing addition that was construction in 1951. The addition itself is necessary to provide a secure sequence of entry outside of the existing building footprint, which would otherwise be too small to serve the desired function of an early childhood setting. Also as part of the addition, a toilet room is proposed for use by the young students. Including the toilet room as part of the addition works well with existing utilities and proposed improvements to the utilities, as well as not restricting the use of the general programmed space. 5) The variance, if granted, will not alter the essential character of the locality. Confirmed. F:: .00 �y pr _ �' Ogg 6 p. ol // F` 399TR cSr� 909. B. TR 9. GftDL �? / 909.2 909 S =,' 8 gps 39Qy 4 6 9 g C��� S ^O/ �R�TE sH 66 CI366 O Uy TOP=907.3 w 111 O INV-902.8 S,N,W\ hH O iA TOP=907.5 \ ` �PP `•, INV-903.2 1` 908.3 x 9Dg.6 .CBX TC z 90 .I 908.3 soTC SRS g�79 FOUND RLS 47466 FOUND RLS 15233 #1 cp TC 1150 T.908C1 ~- TCEI OP=906.7 %%�7/ %66 I / 908.2 g 5 07.8 HYD Jr TC x908.7 \ ®90ryB4 INV=902.8 S 0 HYD BTL INV=90 CAS BTL (P) 0-.8 TC CAS (P) 908.9 HCR , 908.4 908.2 907.9 907.7 907:8_ 07.1 7.2 /5"RC ST S 908.1 TC / '0 907.9 TC TC TC TC Tc TC \-� G G TOP 907 \ TC TC 908.5 I 1 /2 DlP W (P)-1 I I I I I I-/2�"D/lP W (P)I I I INV=903.61NE,W I I I WV \ B T U M N O U S LL TH S��� NW x // x90e.1 • 908.8 \ -907.4 T g0E.p • 908.3 • 907.9 y x 907.7 907.6 x 908.fi x 90 AN 908.3 z� UD z 907.8 x 907.6 907.2 x 907.4 z 907.4 • 907.7 D-.8 \ Q SAN " g0� � ^ c6 486J SAN o FOUND IRON x0.6 FT. Q ca . hTOP=906.8 o i I/ p �� TOP-908.1 NORTH AND 1.9 FT. TOP=908.6 y (� TOP=9o7.5 H INV=902.6 W N89 4/ 34 E 4CJ .33 8\ INV=g97.6 B 5AN S (P) INV=899.9 INV=902.3 E,SW B SAN S (P) V=902.8 N 85AN S (P) B"SANS (P) ie"RCP ST s of I / 908. 908,2 908.2 O6� 907.7 907. 07.2 907. 907.6 907.8 B.2 ®PKS CBX 9 8.1 .5 907.9 ® TC 908C p�� BTL q Q TG• RGP TC TC TIC §O&- TC TC BTL BT IC �Og TC STC TC TC HCR TC TC T CB CBX TC 9 21" CONCRETE_ °t / 908.5 �908.3 908.6 9D8.1 Dg• \> ZN 9 BTL ERHANG CONCRETE cox so6.s CON TE 9079 CBX 907. BTL TC -ann--- - 908.3 908.6 908.8 908.7 908.2 907.9 908.4 908.3 908.2 908.0 TC 908.5 908.7 13' ASH RAIN J907. 908.5 908.3 908.1 9081 Tc LPCBx' -gE 08.6 TAT TRANS 90B 9 'a• B .3 9083 9 8 TE RAINS RCP • 908.2 DESCRIPTION OF PROPERTY SURVEYED GENERAL NOTES Lots 6 through 18 and Pond, Block 5, Houlton's Addition to the Village of Elk River, according to the I.) Survey coordinate basis: Sherburne County Coordinate System recorded plat thereof, Sherburne County, Minnesota. 2.) At the time fieldwork was performed for this survey, there was a significant amount of snow on the NOTE: Boundary is subject to change upon receipt of additional information on alignment of Main ground. Physical features were located to the best of our ability, but there may be additional Street and information from previous surveys. features that were not visible and, therefore, not shown hereon. UTILITY NOTES PLAT RECORDING INFORMATION I.) Utility information from plans and markings was combined with observed evidence of utilities to ' develop a view of the underground utilities shown hereon. However, lacking excavation, the exact The plat of Houltons Addition to the Village of Elk River was filed of record on June 12, 1874. location of underground features cannot be accurately, completely and reliably depicted. In addition, Gopher State One Call locate requests from surveyors may be ignored or result in an incomplete response. Where additional or more detailed information is required, excavation and/or a private [ ] Bearings and/or dimensions listed within brackets are per plat or record documents. utility locate request may be necessary. 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. TITLE COMMITMENT 3.) Some underground utility locations are shown as marked onsite by those utility companies whose This survey was prepared without the benefit of current title work Easements appurtenances and locators responded to our Gopher State One Call ticket numbers 213230710 213231655 and 907.9 2 908.9 , . . STAT '� X x 908.3- 907. TC ST s src 40.3 53. 0 soe.- P RTA LE URB _ xsTAT a A1s A15 encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon 213350536. c6 xgoa.� o �/ ?8. 8.3 sog.a soe.z Y Y J P TOP=90 .3 CB O' / - 90a.4 908.3 908.1 ^� I INV=90.4 TOP=907.1 � 9 B'3x908.7 N / 0,. gp �✓ •9A7.8 receipt Of a current the insurance commitment Or attorneys title opinion. INV=902.Q1 SINE w s08.s/ BTAT 08.0 2 TR 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite location of INV=902.3 N,V/ STC 9Dg 7 gpg g 908.7 908.5 908.3 908.1 /;90/8.0 ry / O SPG g p E°NCR Eg08.0 DECK AREA ro STCO _/ C`• o // / 905.6 GATE •9P7SPR z9078 9 .1 0�•SPR x utilities prior t0 any excavation. 90B.1 908.7 � U'V-f T� 907.7x •" SPR TC 66 m src / B T U M N o U S /o, 908.1 l.o °Bd`� `49.3 // I STAT 9077 o Area = 287,742 square feet or 6.606 acres 5.) Private utilities are shown as marked by Hance Locating Services, Inc. on December 7,2021. 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TC O \ T CP \ y\ K 878.6 6 m G \.�.�...z oa.z \ U $ soe° a soe.e ` a7B•s f786 878.-LP 9p 905.8 R - q\ \� y\ A \ �8 878.7 878.7 PIVUSE ® / O \\... x908.8 / 908.6 8 B,4 G P 9°�3 \ \ � \ 878.5 ' S • _ _ \ \ 9 89 9 � � 906.6 Oa.3 Q08.8 0g./ \ \ \ \ \\�'� OAR-8 g .fi A • QI •\ •BAgo y TC v L \ \ \ \\ \\\ \ \ \ \ \\... G x soe.s wv �soe.17.� \ \\\ \ \\\\\ ��'� - _ Sages eA� 'S/ e gp�.e 3 / OF 9 07.9 \ TG! q OAK \ \ \ \ \\ \\ BB,�"L- /� S WTi 90 x 906.3 I • 13 AK .o ,5 a 0 rC \. gpB \ \\ \ \\ \\ �xaq�a ag9.l a�Bi . i /� A 4 o AK as .. 2 TC T x so- �sos\ s so . 9 \ \4 \ ��� \cgx..03 9 _I \ ?s ONO. 3 �r 9 \9oa.l _I'�i� RF909.0 Tf 9Aas� oA Au6d xessa- / ° •90'¢ 6 s°6.a rc I \ z 908.6 / \ ` ° 0 \� A� " • 9�' TC 906.7 9 TC ...\�i'U 908.6 _\• �6M(PJ�• 4.#� �O OAK- - �I •gp OA OAK •90 .OAK 9 11 8. 07OA 5 TC \ \\ G x 9082 \/ \ ' �z '•=K� 9 o9g4.p / AK OAK-L / 9p5.2 DB 9D 9x\ T\BO 908.2 F� 06. 06. K K \... ��907.91 !s.r 06.5saj.$,-9 • ,P__D9pB.%J®sae. TCTTCC \ 7 T•90,7.OA D OAK 6AS HYD \TC\908.3 G�"_� OAK •90 8 90 - AR 90 . -06.9 cBX '�Y� 907.7 \ g '\ V� rC OAK3D8�b8.4 E Og y ,o C 905.8 PPT b GeZ \ a rc CONCRETE - boo' 66 TC sue- o x soz- I - �... 7. x 907.6 Z I�BP}�/ i 'YB5O//'OO "V 2/ 4. BV 986- ,\ 9C6.6 \ 907. 907.1 Q 3 x 907.1 W I 2V �. 67J �._6.0 _ �i 6.4 gOCR k ,S•0, TC _ � x 907.3 \ TC 905.6 x �o C 05.6 �\ 907.5 \ ETA°P_so7� xs07.2 \ I T U M I N 0 U S �s°w(PJ_I \ G 4 o s0s.7 TC \.. INV=883.7 x907.0 z906.9 -I 9 TC -I TC �® 07.1 18'SAN x 906.8 PPLP�1>D�... °06.6 TC 'S (/'J x 906.6 "8'B' (PJ� CBX 5D7 07.0 G x906.4 TC \ U ® 90 :2� U 906.5 2� BX CT�7:e-... 07. °0g 6.4 / z 9°5.7 > TC TC c TP ¢(t 3- (PJ- --sue_cPLCBX 907....9062 o=soss /BCSANST06.2 06.5 INV=883.1 E,W CBX 0NU-906.3C G8 INV=895.5N ... �C.. �... 92TC � - o6.905.3 - - - - CBX PPU LEGEND Denotes found 1/2" open iron monument unless otherwise noted AC Denotes air conditioner AGP Denotes above ground pipe AIS Denotes information sign BE Denotes building entrance BTL Denotes beavertail curb CB Denotes catch basin CBOX Denotes control box CBX Denotes communication box CST Denotes concrete step CWT Denotes concrete wall top DB Denotes decorative brick DIP Denotes ductile iron pipe EB Denotes electric box EM Denotes electric meter EO Denotes electric outlet FH Denotes fire hookup FP Denotes flag pole G Denotes gutter elevation GAS V Denotes gas valve GM Denotes gas meter GP Denotes guard post GRDL Denotes ground light HCR Denotes disabled ramp HCS Denotes disabled sign HYD Denotes fire hydrant INV Denotes structure invert LA Denotes landscaping LP Denotes light pole MB Denotes mail box OD Denotes overhead door CHU Denotes overhead utility lines (P) Denotes per plan PIV Denotes post indicator valve PKS Denotes parking sign PP Denotes power pole PPLP Denotes power and light pole PPT Denotes power pole with transformer PPU Denotes power pole with underground utility PVC Denotes polyvinylchloride pipe RCP Denotes reinforced concrete pipe RD Denotes roof drain RM Denotes rubber mat SAN Denotes sanitary manhole SAN S Denotes sanitary sewer SMH Denotes storm manhole SPG Denotes spigot ST S Denotes storm sewer STAT Denotes statue STC Denotes surmountable concrete curb SWT Denotes stone wall top TAD Denotes truncated domes plate TC Denotes top of concrete curb TCS Denotes traffic control sign TRANS Denotes transformer TV BOX Denotes television box UGC Denotes underground communication line UGE Denotes underground electric line VCP Denotes vitrified clay pipe W Denotes water line WV Denotes water valve BAS Denotes Basswood tree CED Denotes Cedar tree CRAB Denotes Crabapple tree HACK Denotes Hackberry tree MPL Denotes Maple tree PIN Denotes Pine tree PINW Denotes White Pine tree SHB Denotes shrub SPR Denotes Spruce tree TR Denotes deciduous tree I hereby certify that this survey, plan, or report was _ prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. YV Dated t is 13th day of January, 2022 SUNDE AND SURV YIN LC By: ZA A 0, J ---------- BUILDING ENTRANCE ELEVATIONS BENCHMARKS (BM) SURVEY CONTROL STATIONS Leonard F. Carlson, P.L.S. Minn. LIc. No. 44890 (NAVD 88) Revision I By I Date D Denotes door number STA NORTHING EASTING ELEVATION NON I.) Top of top nut of fire hydrant in the northwest quadrant 3101 219813.675 578988.549 907.74 Drowing Title: Door I = 912.74 feet - Top of concrete outside door of Oxford Avenue and 4th Street NW. 3103 219533.762 578690.379 908.66 40 BOUNDARY, LOCATION, TOPOGRAPHIC Door 2 = 912.76 feet - Top of concrete outside door Elevation = 910.66 feet 3104 219321,719 578883.473 908.27 and UT/L/TYSURI/EYFOR. Door 3 = 909.58 feet - Top of concrete outside door 3106 219498.298 579044.931 898.83 Door 4 = 909.15 feet - Top of concrete outside door 2.) Top of top nut of fire hydrant in the northeast quadrant Independent School District No. 728 Door 5 = 909.11 feet - Top of carpet inside door of Proctor Avenue and Main Street. HandkeFamily Center Door 6 = 908.60 feet - Top of concrete outside door Elevation = 911.13 feet 1170MainStreetNW ElkRiver MN Door 7 = 907.13 feet - Top of concrete outside door Door 7A= 899.64 feet - Top of concrete outside door JISUNDE9001 Main office: 3.) Top of top nut of fire hydrant in the northwest quadrant East Bloomin ton FreewaDoor 7B= 903.60 feet - Top of concrete outside doorg y (35W) • suite 1I8 Door 7C= 902.14 feet - To of concrete outside door of Proctor Avenue and 4e Street NW. Bloomington, Minnesota s-888-3435 9526 P Elevation = 911.50 feet LAND SURVEYING ssz-aal-zass (Fax: 952-a88-9526) Door 7D= 902.89 feet - Top of concrete outside door w .sunde.eom Door 8 = 909.56 feet - Top of concrete outside door 30 0 30 60 Project:202/-134 8k/Pg:986/33 Date: Township:033 Ronge:26 Section:33 0//l3/2022 SCALE IN FEET File:202113400/.dwg Sheet' 1 of 1 2 3 4 5 rA 7 8 A B C D E F ; , yUo. / 909.3 - - 9U9.4 SAN N 9C8.9 TOP-908.8I I STC NV- 901.3 910.1 910.2 909.7 a STC 910.0 STC 909.3 A.2 /,,g°Aon TC 910.0.0 STC I0< �Toj ng oCBX m&m TCS 93 909.7 STC 9TO 4 \� JM 908.7 909.7 081.8 A 908.E I 90-TO TO9.2 TO STC / 72'RCP ST S \ 1 03 � B T U M N 0 UPS / CB TOP-907.5 908.0 'oy�\ \ 907.0 I �° �909.0 NV=9020 S 90 2 \ G ICE IN DE 908.5 \ mo mo 0 \ / 908.7 1TC \ m m 909.0 G x 908.7 9 9.0 909.3 90�. ALP TC TO 909.4 OCE T I TCS 08.6 TO 909.1 I90S O oilC_ / TO _ z I 909.0 TG8.7 XgOB. )A­ f908.6 08. C `907.6 9U,/.6 �� HCS RA 908.5 EE UGE g0g'� TC m B° ' I 908.8 g0j9 \ °lO o� GRDL G D I 0 42 O 908 � gOzS. " Sp 4 ®PKS Q �� �3'N O 81 � N J BE 908.8 O xU 9C .5 908. 908.4 v 3 9 FP LP c1 RD7.,_ GRDL_ G LP 908.9 CO GRDL.. �. X 908.7 CRETE GRDL ,- 908.8 h I 9092 LP 908.9 X8.9 90N. H 908.E \k 08.9 0 TF8.4 x 908.6 x 9 8.70 7, 9 GGG k N ` + 6E 908.7k g�Oq 0I I 'eoo 0 9 ��-4 T-CRAIN LINK FENCE X 909.0 y TF 9 6 w c0 m x 909.0 SF 9, 1 P I w (V 909.1 909.2TOP 9) P 09/ o Z I �2P Co 909.3 Q INV=901�4P�y,S °j m cod° 1 77 ' N 69 909.4 x 909.2\ l 1 ro0 90 8_ N I o ° O ^8�¢� 909.4 , / m 908.3 I I o m 909.4 0> O TC I 908.4x / ce o 0) I-D BM#2 N Ccj TNH=91113 ho 03 o �j,A 0 o m m x 3 9 (. 908.1 q" 909 TO 3 V908.4x z 909 7 &092 89. % co (0 ))m I 9 011. 4 907.6 \ O0o 909.1 90g.3 90 / o 9. 2 909 2 7.9 HCR \ � 1 908.2 MH \ x 909.2 CP 3 90g3 8 7 0 n_zz 2 .9 9 0P=908. 2 O9. S 4 3 77�� �� 9 75'RCP ST S ��-- �P 0 NV=901.06�,1�♦ 5 9092 909 g09.4x 0 907.9x 90 .6 HYD � ?� 909.5 9'> M Z H R jAD 08 7 9�9. 0 909.3 UGE J 9 7. 9-1q W� ° COl c q 4 O \ BM #2 TC 909.1 \ x 909.4 909.5 91 91 1908 x908.2 TNH=9113 CR>90j9S\\^p ` 8 RC\�\ 90 G RDLg0g9 90g86.9 ° ^ /// �/ /// �/ A 7/1 Appy RA As / / // vv c' m /x 885.4 2-16" _OAKS x 8�1 8� ®8_8 g8' 0 K 884.4 4.9 884. 884.2 83 g UGE 8 E \ 1:17101 7 �^ /// 7 // //rjg/ / 880.7 / / 878 be AB 879 // PRA A 880.0 co ` c �17 / / STONE WALLS / . // 1 / 871 6 / / 878.8 x 878.5 o / 1. m // A\ ® / YH A C O ° ® 14 CV ONA 8®8 7/3�/ d ND 89�i �z 7 x883 /� �T CFC IN x 878.7 N FENCE / co Cc 0) Go1 °o CO ow o 87 .9 x 878.8 8. , 0)94. a x 878.7 8g9 S 898 9.0 879.0 89\ G \ENE 0) 899.3 g 2 85 8 O�ATEPS CONIC 819.2 5 BgTC X 881 �UTLET NOT FOUND ,23 GP GP 8. ? \ q9 878.8 T ® GPR �Ct `�\ \� \ Aqcp 26.3 P C) ANA x 878.7 cV 47 \ A. 0�B� N 899.7 899.0 9 1 \ \> 95�. \ \\ \ \ \\ 8 \\ \� \ \ x 878.4 0 899.� C\ V A \ \V\ \\ \ \ VA\ \ 880�9 \ x 878.9 CB x 9\x\6\� 900.3 K9 qqx\8��5� 0' x"R00.1 x 899.5\ \ U69D.`O F� 1 1 1 I I I I I I x 878.9 900.4 \ \ "A x878.6 SFB TUM NC S 7gEC N \\ I I I I 1 111 1 1 111 11 880 9 N� C �N 902 7 900.7 \ 899.9C\9.91 1 1 1 I I �gl I I III I\ \ 6. 9 0' �7E) SF CON 80 g0o 0. 4 -- � 0 6.6 o f ST 900.5 3PIF S3 Sao I I I \x 8788 3 6 9 5 I TCI \ x 900.4 0 3. 8 4 00 S 0 918I 1 I I I I I I I I I 88I2 8 I I F x 879.2 1170 MAIN STREET 1-2 STORY BRICK AND STUCCO 8s9 \ ® 8 911 09.3R � 909.6 GRD 09.> \, pJ x 908.2 \ Gq- g08 90 91 `c \ \ TC 0 T S C S \ ° x 909.2 FP 909. > o� x90 44 Op �` 909.3 qN 4 \\ NH 90) : ® 909.3 �C09.> oo SHB xg04 j0p x 908.1 8g8 3 go TC J 90 \ 90 SH9 S l908 0 \9� \ lNV�9 9 S 2 �N 8 S GRD 909� 9. °9 > �70 0 �7 1 T'� NH\8g88H SE \ 8 X U 1 NH g� 0 w \ ♦ ♦ 9.1 GROL SHB x909 C N q\ � w 908 ` \ 909.1 09.3 Dog 0 TC ♦♦ 908-6 A ®909.5 S G �pJ \ x 9 7.9 CB TOP -907.4 NV= 903.1- 908 907.E C Of / IIIII I I I I I I I I A 8 I 43. I 879 0 $7� \8" OA� x I STC*IE WALLS 0j 9 1.6 901.8 \ 1 P 882 3, � 879.8\ x 878.5 o1.7a ° g�- \ 10 878.9 go9.eo ? I 09 x \ 1 94 d ® PI�889. 9 26 ;\ WT 8� \ 2 9 878.9 0 9 >1 g Oa o \gb 807 \ 87 x 878.5 o9.so SNOW E so3 902.8 32, x�AK Or- 8 ��O 878.6 os n o aria Ex 90 I L x BUILDING 4 Tc � � o ti St.9 G 878.6 J T ♦ 90 ; 9V90 TpN x 9081 GAS 90 08.37 TC 08.91 EX 90g 09. 09.50 7NV_ �0% \ 1 08.93 EX TO NV 9 'P 2 , \ _ e • os.as os.as ,Gy 908.0 82NFNW x908.3 ��♦= 4 eA os. TO ♦'♦ 908.1 �♦ ♦ TC 90 CB \ B x 908.5 8V %� 08.4 ♦ 1 ,♦ oe. Q � A 908.1 A� �� M r ♦ NG PPLP \ 907.4 \ R/ x 908.E \ v S �oe.r. 908: � \ TO \ x 908.8 TO 908.1 \ 8"4N 908 C TC � 07.9 908� TC PPT�* CBX ' G 908 8 908.1 TO 98 7 ` x 908.7 3 TR x 909. G ♦ ♦ 908 6 \ 90> 8 901eB !C r 90/A8 \ 09.50 A00.0) X !1'%4�n FX 909.0 04 \\ V� "n- 887.0 ' �G 8 �\ PA An 881 8 8>66878.8 .37 9 03.20 EX s so�9 �4 OO.o3.eo Ez�k. \\\ 5�8�85 LP \�\� \\ 878.4 � 09�6 3.6 \\ X. e \ g0 \ / 08.80 EX \ \ ®\ \\ \\ \\ \ ® 0 08.71 ♦, 08.80 EX J, � o 1 AK n ♦ x9 \ O\ \\\\99D\ \\ \\8 08.70 Ex ♦♦ '�� 08S \ \x�8.1 907.0 TC OAK -AA' \ \ \\ \ \\\ \ 90 \\9 x 907�x 906.7® 905 \ 90> 8 O \ \ \1 :_P TIV x 0 yv \ 1 0 \\ \ CREJc > \ x 906.9-, \ TC \S \ 908.E x 908.6 8.� > �♦ 9275 � \ X 9iT8C7� \ 908.2 908 5 \ TO as 907.9 \ 908.3 G CBX\®� 907.7 EEL 908. x 907.7 wow 907.5 SOP= TC � INV= ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin CONC Concrete ELEV Elevation EX Existing FIFE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe W.O. Washout 2023-2024 Handke N Center Addition And Renovations 1170 Main Street NW Elk River, MN 55330 20' 10' 0 20' 40' ' *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED SCALE 1° = 20 TO BE PROPERTY LINE UNLESS OTHERWISE SHOWN. WALKWAY NOTES: APPROXIMATE DISTURBED AREA IS 0.09 ACRES 1. GRADING CONTRACTOR IS TO COORDINATE WITH PAVING CONTRACTOR SO THAT ALL STEPS AND LANDINGS ARE SLOPED PER CODE. 2. ALL SIDEWALK LONGITUDINAL AND TRANSVERSE SLOPES ARE TO BE PER CODE. KEYED NOTES NOTE: KEYED NOTES ARE DENOTED BY NO ON PLAN. PRIOR TO THE START OF CONSTRUCTION, CONTACT JASON JOHNSON WITH EXCEPTIONAL OUTDOOR �1 INSTALL 8-INCH STRAW SEDIMENT CONTROL LOG PER MNDOT 3897. SERVICES TO SET UP A MEETING TO DISCUSS IRRIGATION WORK (763-438-0438). INTENT IS TO �2 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 1/C4.000. DISCUSS CAPPING OF THE EXISTING IRRIGATION CONTRACTOR SHALL RAISE MANHOLE CASTING WITH ADJUSTMENT RINGS LINES, EOUIPMENT TO BE SALVAGED FOR REUSE, �3 AND THE CONSTRUCTION SCHEDULE. REMOVAL, TO BE FLUSH WITH THE SURROUNDING GRADE. A 2-INCH CONCRETE SALVAGE, AND CAPPING OF THE EXISTING LINES COLLAR SHALL BE INSTALLED AROUND RINGS. SHALL BE PERFORMED BY THE DEMOLITION 4 APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT CONTRACTOR. WHEN CAPPING THE LINE, DEMOLITION BIN. REFER TO THE MINPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTIONTION ACTIVITY CONTRACTOR SHALL PROVIDE A STAKE IN THE FOR MORE DETAILS. SELF GROUND AT CAPPING POINT FOR FUTURE LOCATING. INTENT IS FOR FINAL IRRIGATION INSTALLATION TO BE CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS IS AN PERFORMED BY EXCEPTIONAL OUTDOOR SERVICES. ACCEPTABLE ALTERNATIVE TO ON -SITE CONTAINMENT. EROSION CONTROL NOTES: 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEERING DEPARTMENT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY. IF DAMAGED OR REMOVED DURING CONSTRUCTION ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY; BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR REQUEST. 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL FROM THE CIVIL ENGINEER. 4. FLOWS FROM DIVERSION CHANNELS OR PIPES TEMPORARY OR PERMANENT SHALL BE ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS. 5. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS. 6. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY, THROUGHOUT THE DURATION OF CONSTRUCTION. 7. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS AND REQUIRE OR AS DIRECTED BY THE CITY. Q / 8. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 7 DAYS: A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 21-111 (OATS), OR 21-112 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 22-112 AT A RATE OF 40 POUNDS PER ACRE. D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVIVED A 60-DAY GROWING PERIOD. E. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF SOD. F. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED. G. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS RESTORED. 11. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 12. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS RECEIVED FINAL STABILIZATION OR AS DIRECTED BY THE CITY. GRADING NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. 2. THE BACKGROUND INFORMATION WAS PREPARED BY SUNDE. CONTACT LEONARD CARLSON AT (952) 881-2455. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER STATE ONE CALL AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 6. ALL SPOT ELEVATIONS SHOWN AS 09.00, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 909.00. 7. ALL SPOT ELEVATIONS ALONG THE CURB -LINE INDICATE THE ELEVATION OF THE GUTTER, UNLESS NOTED OTHERWISE. 8. NO LANDSCAPED SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. 9. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. 10. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. THE CITY WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 11. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE SITE. 12. THE CONTRACTOR MAY STRIP AND SALVAGE TOPSOIL FOR POTENTIAL RE -SPREADING ON THE SITE, IF APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. SIX INCHES OF TOPSOIL - AFTER COMPACTION - SHALL BE RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR ANY SPECIAL TOPSOIL OR PLANTING REQUIREMENTS. 13. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). 14. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, STRAW MULCH PLACED, AND DISC -ANCHORED. 15. WINTER MULCHING: 15.A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. 15.13. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION. MULCH MATERIALS THAT REQUIRE DISC -ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A SUBSTITUTION FOR DISC -ANCHORING. 16. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS SEDIMENT CONTROL LOG PROPERTY LINE SAWCUT LINE (APPROX.) - - - - - - - - PROPOSED CONTOUR sas DRAINAGE FLOW ARROW >> SPOT ELEVATION as.oa SOIL BORING is SB-1 CONCRETE WASHOUT conlcBerE AREA w.o. nREA INDEPENDENT SCHOOL DISTRICT #728 815 Highway 10 Elk River, Minnesota 55330 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 BKBM ®. ENGINEERS 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2022 BKBM Professional Engineers, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Professional Engineers, Inc. and may not be used or copied without prior written consent. BKBM JOB NUMBER. 21114 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Nathaniel P. Anderson License Number: 59311 Date 09/20/2022 Revisions Description Date Num Addendum #2 10/05/2022 1 Comm: 202179B Date: 09/20/2022 Drawn: WH Check: KAB North GRADING, DRAINAGE, AND EROSION CONTROL PLAN C2,.000 2 3 4 5 6 7 A B C D E F Un 0 1 � 1 0 I z O jLH CIO N m z 1 77 4 0 1 0 I /TT/ 1 O6 38 0, B I T U M I N O U S 09 Ox 920 0 N T / 0 3. 4 ONG CO P6 CONCRETE <,S n 4 FT CHAIN LINK FENCE co O o� `87 7 1 � � O "k , 4 0) M - 0 CO C 7.4 9j4 /7Q o 8/ '/// `A 7 C ir, i1. 76 0 CONC `6. 0 O O \ 0 3 \ 1170 MAIN STREET N 1-2 STORY BRICK AND STUCCO 0 �7 T 0.7- - O CcETN7 �9 8 BITUMINOUS 6-9 0' O��E) CONC 0. 4 --- - % 6,6 20 0> O 0) S3 T O 3 6.9 �6 9 1 4 69 In \ 44 6 6 0 / (0 "6 6 FT CHAIN LINK FENCE 0 3106 UARD RAIL 8 ET CHAIN LINK FENCE ON CONC 0 \—CONC STEPS 0 STONE WALLS ONO STEPS STONE WALLS co/v`�iiiiiiiiiiiiiiiiii, F% PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS PROPERTY LINE SAWCUT LINE (APPROX.) — — — — — — — — BITUMINOUS PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT HARDWOOD MULCH ABBREVIATIONS APRX. Approximate BLDG Building BM Bench Mark CONIC Concrete ELEV Elevation EX Existing FIFE Finished Floor Elevation MAX Maximum MIN Minimum R Radius TYP. Typical *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED TO BE PROPERTY LINE UNLESS OTHERWISE SHOWN. KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. �1 INSTALL CONCRETE WALK. REFER TO DETAIL 2/C4.000. �2 STOOP. REFER TO STRUCTURAL PLANS AND DETAILS. �3 RAISED PLANTER. REFER TO ARCHITECTURAL PLANS. ® INSTALL CONCRETE MAINTENANCE STRIP. REFER TO DETAIL 3/C4.000. INSTALL CONCRETE LANDSCAPE EDGER. INTENT IS TO MATCH EXISTING EDGER. © INSTALL 4—INCHES OF SINGLE SHRED HARDWOOD BARK MULCH TO THE EXTENTS SHOWN. LINE ENTIRE MULCH AREA WITH MNDOT 3733 TYPE 1 FILTER FABRIC. TURN —UP FABRIC AT EDGES. �j STRUCTURAL RAMP. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS. REFER TO SHEET C2.000 FOR PROPOSED ELEVATIONS. NOTE, RAMP IS NOT INTENDED FOR ADA ACCESS TO THE BUILDING AND IS SLOPED AT GREATER THAN 5%. �8 INSTALL CONCRETE BOLLARD REFER TO DETAIL 4/C4.000. �g INSTALL BITUMINOUS PAVEMENT. INTENT IS TO MATCH EXISTING PAVEMENT SECTION. FOR BIDDING PURPOSES REFER TO DETAIL 5/C4.000. 10 INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 7/C4.000. 11 INSTALL B618 CONCRETE CURB AND GUTTER. REFER TO DETAIL 6/C4.000. PAINT CURB, YELLOW IN COLOR, TO MATCH EXISTING. PAVING NOTES: 1. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 2. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT. 3. FOLLOW ALL CITY OF ELK RIVER RULES, REGULATIONS AND SPECIFICATIONS WHEN WORKING IN PUBLIC RIGHT OF WAY. 4. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE CENTERED ON THE DOORS. 5. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT TO BUILDING FACE. 6. MATCH NEW SIDEWALK INTO EXISTING. NO ABRUPT GRADE TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED. 7. SAWCUT SIDEWALK TO NEAREST JOINT. COORDINATE REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND CONSTRUCTION MANAGER. B. CONTRACTOR SHALL PROVIDE SIDEWALK CLOSED AND DETOUR SIGNS FOR THE PUBLIC SIDEWALK DURING CONSTRUCTION. COORDINATE WITH THE CITY OF ELK RIVER FOR DETOUR ROUTE AND SIGN LOCATIONS PRIOR TO THE START OF CONSTRUCTION. 8 N 2023-2024 Handke Center Addition And Renovations 1170 Main Street NW Elk River, MN 55330 INDEPENDENT SCHOOL 20' 10' 0 20' 40' DISTRICT #728 815 Highway 10 Elk River, Minnesota 55330 SCALE 1° = 20' NOTE: PRIOR TO THE START OF CONSTRUCTION, CONTACT JASON JOHNSON WITH EXCEPTIONAL OUTDOOR SERVICES TO SET UP A MEETING TO DISCUSS IRRIGATION WORK (763-438-0438). INTENT IS TO DISCUSS CAPPING OF THE EXISTING IRRIGATION LINES, EQUIPMENT TO BE SALVAGED FOR REUSE, AND THE CONSTRUCTION SCHEDULE REMOVAL, SALVAGE, AND CAPPING OF THE EXISTING LINES SHALL BE PERFORMED BY THE DEMOLITION CONTRACTOR. WHEN CAPPING THE LINE, DEMOLITION CONTRACTOR SHALL PROVIDE A STAKE IN THE GROUND AT CAPPING POINT FOR FUTURE LOCATING. INTENT IS FOR FINAL IRRIGATION INSTALLATION TO BE PERFORMED BY EXCEPTIONAL OUTDOOR SERVICES. WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 BKBM ENGINEERS 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com 2022 BKBM Professional Engineers, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Professional Engineers, Inc. and may not be used or copied without prior written consent. BKBM JOB NUMBER. 21114 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Nathaniel P. Anderson License Number: 59311 Date 09/20/2022 Revisions Description Date Num Addendum #2 10/05/2022 1 Comm: 202179B Date: 09/20/2022 Drawn: WH Check: KAB North PAVING AND GEOMETRIC PLAN C3mOOO IL H JL ADMIN I OFFICES IN10 ff m - 1-1 M ECIMICAILCONFERENCE L I I OFFICE T STORAGE STAGE OYMNASUM T MECHANICAL IJ�I V ❑ MULTIPURPOSE x SROC❑ A llp IIL I�-It^-JI� a T CHILDCARE 3 4 5 7 8 IJ�I� A B C u E F T.O. MASONRY 114'-8" T.O. SF 110'-01, B.O. SF 10T-0" i, T.O. PLANTER 102'-4" i, BASE ML 100'-0" FACE BRICK PRECAST CONC ANODIZED) "LUM NODIZEDALUM PREFINISHED ANODIZED ALUM PRECAST CONC FACE BRICK (TO MATCH SILL (TO MATCH STOREFRONT (TO ALUM COPING STOREFRONT (TO FACE EXISTING BUILDING BEYOND SILL (TO MATCH (TO MATCH EXISTING) EXISTING) MATCH EXISTING) (TO MATCH MATCH EXISTING) NEXISTING) EXISTING) Fx1cT1n1r� i EXTERIOR ELEVATION - BUILDING ADDITION WEST 0 3' 6' T.O. EXISTING +/- 132'-0" T.O. MASONRY 100'-01, BASE ML 100'-01, T.O. EXISTING +/- 132'-0" PRECAST CONC FACE BRICK FACE BRICK PRECAST CONC ANODIZED ALUM PREFINISHED SILL (TO MATCH (TO MATCH (TO MATCH SILL (TO MATCH STOREFRONT (TO ALUM COPING FACE OF EXISTING EXISTING EXISTING EXISTING) EXISTING) EXISTING) EXISTING) MATCH EXISTING) (EOXISTING MATCH BUILDING COPING WINDOW T.O. MASONRY 114'-8" T.O. SF 110'-01, B.O. SF -7 104'-0" O T.O. PLANTER 102'-4" BASE ML owl EXTERIOR ELEVATION - BUILDING ADDITION SOUTH �� 0 3' 6' =A 1 ENLARGED EXTERIOR SIGNAGE DETAIL �`* J 1 /2" = 1'-011 0 1'-6" 3' E4 Y.A2 r � HANDKE CENTER 1170 MAIN STREET moo ANODIZED ALUM DIMENSIONAL LETTERING EXISTING FACE OF BUIDLING EXISTING BUILDING T.O. SF 110'-01, BASE ML 100'-01, FACE BRICK FACE BRICK FACE BRICK (TO MATCH (TO MATCH ANODIZED ALUM (TO MATCH FXISTINC,) FXIRTINC�I STOREFRONT FXISTINC,) CONC RAMP ANODIZED ALUM PAINTED BOLLARD HAND/GUARDRAILS ASSEMBLY STOREFRONT (TO MATCH EXISTING EXTERIOR ELEVATION - EXISTING BUILDING EAST 1 /4" = 1'-011 0 3' 6' BUILDING ADDITION EXISTING BUILDING FACE OF EXISTING EXISTING BUILDING WINDOW G EXISTING COPING if HAND/GUARDRAILS PAINTED BOLLARD 2023 - 2024 HANDKE CENTER ADDITION AND RENOVATIONS 1170 Main Street NW Elk River, MN 55330 INDEPENDENT SCHOOL DISTRICT #728 815 Highway 10 Elk River, Minnesota 55330 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KEY PLAN 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the 4,,MINNESOTA License Number: 26 9 Date 09/20/2022 Revisions Description Date Num Comm: 202179B Date: 09/20/2022 Drawn: AL Check: JK North EXTERIOR ELEVATIONS Scale: As indicated CITY SUBMITTAL - CUP EXTERIOR ELEVATION - EXISTING BUILDING SOUTH 1 /8" = 1'-0" 0 6' 12' NOT FOR CONSTRUCTION •^2 _yl -- 71 r Via.— � _, ., . r•������r i� arrar� .rr��A�y� �r a a a� 4a�aaaaar,—� r� t•,' ids Nor -170 "ILO itororsir �- �� �� III III III -II 11 III III 111 or iir IN r �I� III II ii ii � -