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2006.09.11 PC Meeting PacketREVISED AUGUST 30, 2006 CRYSTAL PLANNING COMMISSION AGENDA SUMMARY September 11, 2006 7:00 p.m. Crystal City Hall — Council Chambers 4141 Douglas Dr N A. CALL TO ORDER B. APPROVAL OF MINUTES - August 14, 2006 regular meeting* C. PUBLIC HEARINGS 1. Consider Application 2006-16 for Site Plan Review for a retail building at 4824 56th Avenue North.* 2. Consider Application 2006-17 for a one year extension of a previously issued interim, temporary Conditional Use Permit for the Highview Alternative Program at the former Cavanagh Elementary School, 5400 Corvallis Avenue North.* 3. Consider Application 2006-18 for a Preliminary Plat of Crystal Economic Development Authority Third Addition at 5720 32nd Avenue North.* 4. Consider Application 2006-19 for a Zoning Ordinance Text Amendment.* 5. Consider application 2006-20 for Lot Division at 5354 Douglas Drive North.* D. OLD BUSINESS 1. Consider Application 2006-14 for Planned Development (Preliminary Plat, Rezoning, and Site & Building Plan Review) for a 4 story, 75 -dwelling -unit senior cooperative on a portion of the property at 3420 Nevada Avenue North.* E. NEW BUSINESS F. GENERAL INFORMATION 1. City Council actions on recent Planning Commission items* 2. Staff preview of likely agenda items for October 9, 2006 meeting G. OPEN FORUM H. ADJOURNMENT *Items for which supporting material will be included in the meeting packet CRYSTAL PLANNING COMMISSION August 14, 2006 A. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7:00 pm with the following members present: Davis, Nystrom, Whitenack, VonRueden, Buck, Hester, and Strand. Also present for the city were Council Liaison Joselyn, the following staff. Matthews, Sutter and Zimmermann. B. APPROVAL OF MINUTES Moved by Commissioner Strand and seconded by Commissioner Nystrom to approve the minutes of the July 10, 2006 regular meeting. Motion carried. C. PUBLIC HEARINGS 1. Consider Application 2006-14 for Planned Development (Preliminary Plat, Rezoning, and Site & Building Plan Review) for a 4 story, 75 -dwelling unit senior cooperative on a portion of the property at 3420 Nevada Ave N. Mr. Sutter summarized the staff report, and stated that while staff was reviewing the applications they found a flaw in the Planned Development section of the city code that staff would like to amend. Discussion commenced among the commission members and Mr. Sutter. Public Hearing opened. John Paulson Jr. of 5095 Trenton Ave N in Plymouth stated he is here with his father and his sister. They all own the Barcelona Apartments together. He stated the concerns that he and his family members have with the proposed project. Chair Davis asked Mr. Sutter if the city had done any traffic studies. Mr. Sutter replied that the City Engineer had stated that this shouldn't generate more traffic than the street can handle. Lisa Paulson of 2340 Cabella Ave N in Golden Valley part owner of Barcelona Apartments expressed her concerns about the project and asked whether the City of Crystal was subsidizing this project in anyway. Mr. Sutter stated that the city is not subsidizing this project. Ms. Paulson stated she is concerned that there will be run off onto the property that will create problems for the Barcelona Apartments. Mr. Sutter replied there will be a storm sewer picking up the outflow from the pond directing it away form the Barcelona Apartment property. She stated that she also has concerns about traffic. John Paulson owner of Barcelona Apartments stated that he also has concerns about a 4 story building being built in this area and that 35th street is a narrow street that wouldn't be able to handle the traffic. John Paulson Jr. of 5085 Trenton Avenue South spoke again as to the positive aesthetics of flat roofs. He stated that he is concerned because the real estate market is not good for condos and this type of building would never fill up. Tony Kuechle of United Properties stated that they have been working with the city staff to try to meet current code. He stated that this is the sixth building that they have built like this. The company stays involved with the buildings from a property management standpoint. Mr. Kuechle also stated that senior housing has the least amount of a traffic impact than other types of residential building. He stated that they have a provision in their contract for no rental units. Commissioner Strand asked whether the outdoor parking spaces only exited onto Nevada Avenue. Mr. Sutter clarified that yes they do. Public Hearing closed. Moved by Commissioner Nystrom and seconded by Commissioner Strand to continue until the September 11 Planning Commission meeting Application 2006-14 for Planned Development (Preliminary Plat, Rezoning, and Site & Building Plan) for a 4 story, 75 -dwelling unit senior cooperative on a portion of the property at 3420 Nevada Avenue North. Motion carried 2. Consider Application 2006-15 for a Variance at 4510 Brunswick Avenue North. Mr. Zimmerman summarized the staff report. Discussion commenced between the commissioners and Mr. Zimmermann regarding the need for the variance. Public hearing opened Joel VanRisseghem of 4510 Brunswick explained the situation to the commissioners, and stated what he would have to go through in order to make it conform. Commissioner Whitenack asked a question to verify the measurements that are actually there and what is actually required to make it lawful. Discussion continued between the commissioners and Mr. VanRisseghem. Commissioner Hester added that as a home owner you become the responsible party when a plan is submitted. The plan is a legal document. Public hearing closed Moved by Commissioner Nystrom seconded by Commissioner Burk to recommend to the City Council to deny Application 2006-15 for a Variance at 4510 Brunswick Avenue North. Findings of fact are as outlined in the staff report. Motion carried with Nystrom, Whitenack, VonRueden, Buck, Hester, and Strand voting aye and Davis voting nay. D. OLD BUSINESS E. NEW BUSINESS F. GENERAL INFORMATION Mr. Sutter gave the commissioners an update on the recent Planning Commission item that went to the City Council. Mr. Sutter also stated that there will be a full agenda for the September meeting and briefed the commissioners on the likely items. G. OPEN FORUM H. ADJOURNMENT Moved by Commissioner Nystrom and seconded by Commissioner VonRueden to adjourn. Motion carried. The meeting adjourned at 8:26 p.m. Chair Davis Secretary Strand M E M O R A N D U M DATE: September 6, 2006 TO: Planning Commission (September 11th meeting) FROM: Jason Zimmermann, Code Enforcement and Zoning Administrator SUBJECT: Public Hearing: Consider Application 2006-16 for Site Plan Review for a new retail building at 4824 56th Ave N. A. BACKGROUND The subject property is an 18,870 sq. ft. (.43 acre) site owned by Girma Fita. A single family home currently sits on the site and the applicant is proposing to demolish the house and detached garage and build a new 5,312 sq. ft. retail strip center. Site improvements would include new parking and drive areas, and landscaping. The property is zoned C-1 Neighborhood Commercial. The retail use is permitted in the C-1 district. Site plan review is required for the new building and site improvements. Notice of the public hearing was published in the Sun Post on August 31, 2006 and mailed to all property owners within 350 feet of the property. At the September 11, 2006 meeting, the Planning Commission will hold the public hearing and may make a recommendation for the City Council to consider at its September 19, 2006 meeting. The applicant anticipates four separate tenants, which at this time would include a beauty salon, nutritionist, tax preparer and a small convenience store. The following Exhibits are attached: A. Plat map showing the subject property. B. Aerial photo showing the subject property. C. Narrative submitted by applicant. D. Table of Project Cost (determination of surety amount required). E. Boundary and topographic survey. F. Grading plan. G. Utility plan. H. Site plan. I. Site plan with staff notes showing location of 2 additional shade trees. J. Floor Plan. K. Building elevations. B. STAFF COMMENTS 1. Building. The building will be wood frame with hardie panel siding and hardie plank boards. Each tenant space will have a fabric awning above its entrance. The entrances will all face 56th Ave N. SITE PLAN REVIEW - RETAIL BUILDING (4824 56TH AVE N) PAGE 1 OF 4 Conditions recommended by staff: • A fire sprinkler system will be required per Section 1306. A full submittal and permit is required to be submitted and reviewed for approval prior to commencing any work. • A meter check valve is required on the sprinkler riser. • A separate water line is required for the sprinkler system. • Signage shall be provided on the outside door leading to the sprinkler riser stating "Sprinkler Riser Room and Roof Access." • A fire department lock box is required. The information on the box can be provided by the Fire Prevention Staff. The box shall be located next to or above the fire department connection no more than 5 feet high. • The sprinkler system will be required to be monitored by a monitoring company. A full submittal and permit is required to be submitted for review and approval prior to doing any work. The horn/strobe shall be located inside each tenant space in the event of a water flow alarm. • Each tenant space shall be individually addressed. The numbers shall be a minimum of 4 inches in height and be of a contrasting color to the building. The numbers shall be visible from the street. • Fire prevention staff must approve the location of the fire department connection. Depending on its location, it may require a fire lane. • Each individual tenant space will be required to be inspected by the Fire District prior to occupancy. 3. Parking, traffic and sidewalks. The Zoning Ordinance requires 20 parking spaces; 20 would be provided. The two existing curb cuts will be removed and access will be from one curb cut on 56th Ave N. A Hennepin County permit for the new curb cut is required prior to any work being performed on site. A copy of this permit must be submitted to the City. There is a public sidewalk along the street frontage. Staff has traffic concerns due to the fact the property is located along a curve that creates vision problems for vehicles entering and exiting the site. The radius of the roadway curve to the east of the proposed curb cut is very tight and visibility of oncoming traffic is limited. The proposed commercial use will increase the number of vehicular trips in and out of the property and thus increases the risk for traffic accidents at this location. Staff discussed several options to deal with the traffic concerns. These included having a right in/ right out only curb cut; installing a median to restrict left turns into the site; and re -striping 56th Ave N to make it a two lane road with a turn lane in the middle. Since 56th Ave N is a County road, any work to improve the safety of this stretch of road is the responsibility of Hennepin County; the City does not have the authority to unilaterally make changes to the roadway. Staff will bring this concern to the County's attention and work with them to create a safer stretch of road in the future. As noted above, a permit from the County is required to install the new curb cut and they may address this issue prior to SITE PLAN REVIEW - RETAIL BUILDING (4824 56TH AVE N) PAGE 2 OF 4 issuing the permit. Staff has provided the County with a copy of this staff report to make them aware of our concerns. Since the proposed use is permitted and the site plan is in accordance with the zoning code, the application cannot be denied for traffic concerns alone. 4. Signs. Sign plans were not submitted with the application. Each tenant would need to submit a sign permit application and be issued a permit prior to the installation of any signs. 5. Landscaping. The applicant would plant 2 shade trees and 31 shrubs and bushes. The City Forester has reviewed the plans found them to be generally acceptable. Conditions recommended by staff: • The narrow strips of sod will require extra attention and maintenance. • Imperial Honey Locust is not the hardiest tree in Minnesota. Also, the plan calls for straight leader, which is rare in this culture. Substitute Skyline Honey Locust in place of Imperial Honey Locust. • The planting diagram indicates root ball is set on planting mixture. It should be set on undisturbed/compacted soil. • Plant 2 additional shade trees in the sod areas near the front of the property, but set far enough back so as to not affect the visibility of vehicles exiting the site. The preferred locations are indicated in Exhibit I. Triumph Elms are recommended with a minimum 2 inch caliper, so that the trees are large enough that they do no have low, vision -obstructing branches; but other species/cultivars may be substituted if approved by the City Forester. 6. Lighting. A lighting plan was not submitted with the application. Staff has discussed this with the applicant and a plan will be submitted. The plan must be received by the City and reviewed for approval by staff prior to the issuance of a building permit. 7. Drainage and Utilities. Drainage would run to catch basins that drain to the existing storm sewer. City water is available from 56th Ave N. In addition to the 6" fire sprinkler line, a domestic water line servicing the building must be shown on the utility plan. All electric and communications lines serving the new building shall be underground, in accordance with city code. 8. Surety required. City code requires financial surety for completion of the required site improvements. Typically, the amount of surety is determined based on all of the estimated landscaping cost plus a portion of estimated paving and SITE PLAN REVIEW - RETAIL BUILDING (4824 56T" AVE N) PAGE 3 OF 4 utilities costs. Staff is recommending that the required surety be $34,000 with $27,000 to be released upon satisfactory completion of the site improvements and $7,000 to be released after at least one full year has passed since installation of the landscaping. As required by city code, the surety must be in the form of a cash escrow deposit or an irrevocable letter of credit in a form acceptable to the city. Conditions recommended by staff: ■ No building permit shall be issued until the required $34,000 surety and an executed site improvement agreement are provided to the city. C. RECOMMENDATION Staff recommends approval of the submitted plans for construction of a new retail building at 4824 56th Ave N, subject to the following conditions: A Hennepin County curb cut permit is required prior to any work being performed on site. 2. All conditions listed under Staff Comments #1 Building must be met. 3. A sign permit is required prior to installing any signs. 4. All conditions listed under Staff Comments # 5 Landscaping must be met. 5. All utilities serving the new building, including electrical and communications, shall be located underground. 6. No building permit shall be issued until the required $34,000 surety and an executed site improvement agreement are provided to the city. 7. A lighting plan must be submitted for review and approval by staff prior to the issuance of a building permit. 8. Sheets C-1 and C-2 of the plan shall be modified to be consistent with the main site plan on page SD -1. The suggested findings of fact are that the proposed use would be consistent with the Comprehensive Plan and city code, provided the recommended conditions are met. Planning Commission action is requested. The City Council would consider the Planning Commission's recommendation at its next meeting on September 19, 2006. SITE PLAN REVIEW - RETAIL BUILDING (4824 56TH AVE N) PAGE 4 OF 4 563 563 562 562 5621 5607 O 560 N N Lo LO M O O LO 7UJ - 5531 5525 16 5519 5513 5507 5100 n ti O � Lo N O O N n U') LO U-) U� N r C` N T Page 1 of 1 EXHIBIT B http://wwwl3.co.hennepin.nm.usloutputIHENNEPIN_LOCATOR2 VvWW13:)no,+,+I-wi... UY/Uii/-wd WYAWA KRAUS-ANDERSON® CONSTRUCTION COMPANY CONTRACTORS & CONSTRUCTION MANAGERS I Ira 1 August 17, 2006 Mr. Jason Zimmerman Zoning Administrator City of Crystal 4141 N Douglas Dr. Crystal, MN 55422-1609 Re: 4824 — 5e Avenue North Crystal, MN Dear Mr. Zimmerman: Enclosed is an application package for the required site plan review in accord with the zoning code requirements of Section 520. Our client, Girma Fita, is proposing to demolish the existing, non -conforming single family residence at the above referenced address. Following demolition it is his intent to construct a 5,312 net SF Retail Strip Center for an anticipated four separate tenants, which at this time would include 1) beauty salon, 2) nutritionist, 3) tax preparer, and 4) a small convenience store. The enclosed plans provided by Barbeau Architects and Schoell Madson Engineers are in full compliance with all codes and ordinances, as they understand them. Thus our client is only seeking a simple site plan review. As soon as approval is received it is Mr. Fita's intention to start construction as soon as possible thereafter. All questions or concerns should be addressed to Tom Barbeau at 651-675-2284. Sincerely, KRAUS-ANDERSON CONSTRUCTION COMPANY MINNEAPOLIS SOUTH OFFICE Rick Hollenkamp Vice President Enclosure CC: Tom Barbeau Girma Fita Building Division 2500 Minnehaha Avenue, Minneapolis, MN 55404-41 Phone: (612) 721-7581 Fax: (612) 721-2660 Equal Opportunity Employer EXHIBIT C TABLE OF PROJECT COST 7TY CRYSTAL for certain types of applications for Special Land Use Actions TO BE COMPLETED BY THE APPLICANT., Address of Subject Property: 4824 56th Avenue North Description or Name of Project: 5,312 SF Retail Strip Center $ 35,000.00 $ 12,000.00 000 00 vp 6,000.00 $ 270,000.00 Engineering, Architectural and Legal Expenses Site Preparation (grading, filling, tree removal) Utilities (water, sanitary sewer and storm sewer) Streets, Sidewalks, Parking (and other paved areas) Other Site Improvements (lighting) Construction of Buildings (materials and labor) TOTAL PROJECT COST (not including landscaping) If the total project cost is... Below $1,000,000 From $1,000,001 to $2,000,000 From $2,000,001 to $3,000,000 From $3,000,001 to $4,000,000 Over $4,000,000 $ 7,000.00 tj; Then the minimum landscaping value is... 2% of the total project cost $20,000 + 1 % of total project cost in excess of $1,000,000 $30,000 + 0.75% of total project cost in excess of $2,000,000 $37,500 + 0.25% of total project cost in excess of $3,000,000 1% of total project cost Landscaping (must meet the minimum value above) (FOR STAFF USE ONLY) APPLICATION #: SURETY REQUIRED: ------------------ $ ]`/COO- cc,TOTAL SURETY REQUIRED EXHIBIT D . 8643 LEGEND . 8643 IN Denotes Gas Meter S78 BOUNDARY & Denotes Fire Hydrant 63.8 F O Q Denotes Sanitary Sewer Manhole a s 6 Ep3� ❑ Denotes Storm Catch Basin ;P -4 °nuSP 06' 1Q5.TOPOGRAPHIC SURVEY 0 • Denotes Found Iron Moment a 24.2 SP ro � 0 ee3.6 4 863.4 a 64.2 5' D V 863.6 O Denotes Set Iron Monument o .yb ` 9 Denotes Well a 32.2 863.5 864.2 O Denotes Light Pole 4.0 8 39 M Denotes Water Gate Valve ° a s•,_ �V Gk/Si/NG N a Denotes Utility Pole 864.' a6°� _ ARArE N 864.1 "' N ® Denotes Electric Meter ea, o m 864.1 322 863.5 Denotes Existing Spot Elevation 863 ---Denotes Existing Elevation Contour Line CDi ,__'4' 863A 863.1 I/ c Denotes Gosmain off Denotes Over Head Lines WF z A Denotes Wood Fence CLF Denotes Chain Link Fence W < 4, -CLF a +r ;-.rn.,_s m 8634 x 864.2 - _'. +.. Denotes Bituminous Surfacenar�aai,. sir} '"3- 0 Denotes Concrete Surface ,` 64 a6 g r x Nz- 20 0 10 20 ao -02 �- Denotes Guy Win;3. " (SCALE IN FEET ) 863.9 RIM=86 E -W INV 85420: a Ij�� 6623 x 863:8 ' .• y 5 V TH F9�.. 863, SSMH RIM=863.13 (D E -W INV=845.84 BENCHMARK INFORMATION BENCHMARK: Top nut hydrant 801 feet Northeast of centerline of 56th Ave. No. & Perry Ave. No. 3 feet East of Southeast corner of subjecy property (As shown on survey) Elevation = 865.69 (N.G.V.D. - 1929) Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763746-1600 F 763-746-1699 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763241-0108 F 763241-8351 www.schoetimadson.com GENERAL NOTES: 1. For the purpose of this survey, The Westerly line of Lot 2, Block 1 of JUNIOR LARSON ADDITION, which has an assumed bearing of N11'42'00"E. 2. The address of the above property. 4824 56TH Avenue North, Crystal, Mn. 55429. 3. The field survey of this site was completed on July 11, 2006. 4. Parcel Area: 19,412 SQ. FT. (0.446 Ac.) 5. This survey was prepared without the benefit of either an attorney's title opinion or a title commitment. LEGAL DESCRIPTION Lot 2, Block 1, JUNIOR LARSON ADDITION, Hennepin County, Minnesota. +=861.57 TREE LEGEND S INV=857.97 Number following abbreviation denotes estimated diameter in inches, three feet above ground level. The second number (if any) denotes the number of trunks at that location (1 denotes a dead tree). 862.5 Number following shrubs denotes it's diameter in feet. 0 Denotes deciduous tree.} Denotes shrub. Denotes coniferous tree. Denotes tree line. A Denotes Ash Example: AV Denotes Arbor Vitae OBE 8.2 PI Denotes Pine SP Denotes Spruce TD Denotes Tree Deciduous CERTIFICATION I hereby certify that this survey was prepared under my supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesota. TRAVIS W. VAN NESTE Dote: License No. 44109 This drawing has been checked and reviewed this day of 20 by JOB BOOK NUMBER: 148-90 FIELD BOOK: 632 PAGE: 65 %CLIENT KRAUS ANDERSON CONST. CO. 2500 MINNEHAHA AVENUE MINNEAPOLIS, MN. 55404 SHEET NO. 1 OF 1 S.M.I. PROJECT NO. 62544-1" EXHIBIT E C C GRADING NOTES: 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' 48 HOURS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF -EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. REFER TO THE ARCHITECTS SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND SITE LAYOUT. 4. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY CONTRACTOR. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL 7. ALL EXCESS MATERIAL. BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 8. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF BITUMINOUS PAVEMENT SECTIONS. 9. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 10. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER AREAS. CONTACT ENGINEER IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 11. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. EROSION & SEDIMENT CONTROL MAINTENANCE: 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL IMMEDIATELY REPAIR FAILED OR FAILING FENCES. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE. REMOVED AFTER EACH STORM EVENT. 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE EXISTING GRADE. PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX AS DIRECTED BY THE GENERAL CONTRACTOR. EROSION CONTROL NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 3. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 4. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY AND WATERSHED DISTRICT PERMITS 5. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 6. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 7. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 8. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 9. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. SHED GRADE BITUMINOUS WEARING COURSE DOT SPEC 2360 BITUMINOUS BASE COURSE 'DOT SPEC 2360 :LASS 5 AGGREGATE BASE COURSE DOT SPEC 3138, 100% CRUSHED APACTED SUBGRADE BITUMINOUS PAVEMENT SECTION NO SCALE Revisions Date: Description: HT. Date: Description: B : FFE4864.50 1 r J jf DRAIN BASIN -'� i TIPPED -OUT RIM -862.80 A 45 OURB ! T 864.30 Z; 64 EROSION CONTROL SILT FENCE �:i I �� C.O. g63 I • 45 3;@ TIPPED -OUT CURB f �- '�; 4.. 8620 f I �6ro ROCK CONSTRUCTION ENTRANCE '4 . r ice. _ CBMH 1 ✓�J INSTALL NEW CONCRETE CURB MATCH EXISTING CURB, TYPE --dr GRADE • r' - PEDESTRIAN j1AMP5 .N\%: - -" i SSM- ..•ntz.,cs z ® .. J iJ1�p4'`' 3 REMOVE DO° CONSTRUCT 56TH AVE. NQ,j [BASS x\ /F{� ^--EROSION CONTROL �y�'� SILT FENCE HANDICAP.. RA MP DRAIN BASIN RIM -862.74 TRASH ENCLOSURE HYDRANT INSTALL NEW CONCRETE CURB MATCH EXISTING CURB TYPE & GRADE JG CURB & SIDEWALK W DRIVEWAY APRON LAKE ROAD) 0 20 40 60 SCALE IN FEET LEGEND ?2= SAWCUT & REMOVE EXISTING CONCRETE -----998----- DENOTES PROPOSED CONTOUR STREET, CURB & SIDEWALK. DENOTES BOUNDARY UNE MINIMIZE REMOVAL AREA TO EXTENT POSSIBLE. DENOTES EXISTING STORM SEWER MATCH EXISTING CONCRETE STREET & SIDEWALK - SECTION AND CURB TWE UPON REPLACEMENT. ---�-:+--CONNECT TO EXISTING CB. -RI7.97 REFER TO UTILITY PLAN. r.. -- PROVIDE INLET PROTECTION. INSTALL NEW CONCRETE CURB MATCH EXISTING CURB TYPE & GRADE JG CURB & SIDEWALK W DRIVEWAY APRON LAKE ROAD) 0 20 40 60 SCALE IN FEET LEGEND ?2= DENOTES EXISTING CONTOUR -----998----- DENOTES PROPOSED CONTOUR 150802,InhsoteI FI]e.um-16130 DENOTES BOUNDARY UNE <: DENOTES EXISTING STORM SEWER << DENOTES PROPOSED STORM SEWER I DENOTES PROPOSED WATERMAIN -000000000013a DENOTES EROSION CONTROL SILT FENCE 1� DENOTES PERCENT OF GRADE r 910.5 DENOTES PROPOSED SPOT ELEVATION -_ DENOTES EXISTING BUILDING O DENOTES PROPOSED BUILDING :'. 0 DENOTES EXISTING STORM MANHOLE/CB ® ■ DENOTES PROPOSED STORM MANHOLE/CB www.admellmatlson.mm DENOTES PROPOSED CONCRETE Nr DENOTES EXISTING CONCRETE WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. (REFER TO NOTE ``1) HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. I herece that this plan was prepared me under 6Y upe P P by my direct supervision that IamaUMinnetl Professional Designed By 150802,InhsoteI FI]e.um-16130 Cfenf Proled Name/Loeaficm Date FITA RETAIL 8/11/08 Engineer under the laws of the State of Minnesota. Weirs Drawn By. F56447 7783746-18D0 F7B}746-1899 SehoelI Madson Kraus -Anderson Construction 4824 56th Ave N, Crystal, MN Dolle Ham Date:. Reg. No. Checked By T ■ ■ ■ Planning Engineering Surveying kRThird SStreet eesNW'ota ss�BSuite 100 7783241-0108 F763241-8351 2500 Minnehaha Ave Minneapolis, MN 55404 sneetTNa sheer GRADING PLAN C1 Reviewed By Jer Backman www.admellmatlson.mm - SMT Project Number: 62544-022 EXHIBIT F C CONSTRUCTION NOTES 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE GENERAL CONTRACTOR IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 5. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 6. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CRYSTAL SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 7. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CIN OF CRYSTAL GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. S. SANITARY SEWER SHALL BE 6" PVC -SDR -26 UNLESS NOTED DIFFERENTLY. 9. STORM SEWER SHALL BE DUAL -WALL HDPE PIPE OR APPROVED EQUAL ADS DRAIN BASINS WITH STANDARD GRATES OR APPROVED EQUAL SHALL BE USED IN GRASS AREAS - REFER TO PLAN FOR PART NUMBERS. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED EQUAL, AND SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-SEAL" OR CITY APPROVED EQUAL FOR CONCRETE BLOCK OR BRICK STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CIN REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. 10. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CIN OF CRYSTAL 11. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 12. CONTRACTOR SHALL NOTIFY THE CIN OF CRYSTAL 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE ALL WORK COMPLETED ON TOWN CENTRE DRIVE INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING AND PLACEMENT OF PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. Revisions Date: Descritioa By, Date: Description; By: 132'-6" PVC SDR26 O 1.0% MINIMUM 8" DRAIN BASIN ADS #280BAG01N-12 RIM=862.80 CONNECT TO EXISTING 6" SANITRAY AND INSTALL C CONTRACTOR TO FIELD LOCATE & REUSE EXISTING 6" SANITARY SERVICE tt 1 i /:' 6"-90' BEND 6" PLUG 11END 5' FROM BUILDING v. e SEND N NEW HYDRANT 6" VALVE 6" TEE / 6" PLUG END 5' FROM , BUILDING 1 r •.� 6"-45 BEND O 1 `12" DRAIN BASIN ADS #2812AG02N-12 RIM=862.74 INV=858.78 71'-12" HDPE O 1.00% /,CBMH 1 RIM=862.00 INV=858.07 REMOVE & DISCARD EXISTING HYDRANT i,U 19'-12" HDPE 0 0.50% CORE DRILL CONNECTION R14"1-167 ^5' _-+-:— TO EXISTING CB AT w N�,— :.. �R51 ST INV -857.97 45' BEND ° ,�'""""'•�Yr CONNECT TO EXISTING WATERMAIN EXISTING WDTEII SERVICE IT+}` "~� / ar..:. W6r9A BEND_ '- TD.'QE USED .'FOR - GN -BUILD ' �_ ` '-s'� �.... ... IRRIGATAIIDN SYSTEM sui F—'!! iNYafii—'.^,®t sem t-�— r/ �_ E R.• tILP �. _. .. 56TH AVE. NQ,I a G -S —� I BASS LAKE ROAD I n 0 20 40 60 SCALE IN FEET LEGEND DENOTES BOUNDARY LINE ------ DENOTES DRAINAGE/ UTILITY EASEMENT -: DENOTES EXISTING STORM SEWER < DENOTES PROPOSED STORM SEWER . 132'-6" PVC SDR26 O 1.0% MINIMUM 8" DRAIN BASIN ADS #280BAG01N-12 RIM=862.80 CONNECT TO EXISTING 6" SANITRAY AND INSTALL C CONTRACTOR TO FIELD LOCATE & REUSE EXISTING 6" SANITARY SERVICE tt 1 i /:' 6"-90' BEND 6" PLUG 11END 5' FROM BUILDING v. e SEND N NEW HYDRANT 6" VALVE 6" TEE / 6" PLUG END 5' FROM , BUILDING 1 r •.� 6"-45 BEND O 1 `12" DRAIN BASIN ADS #2812AG02N-12 RIM=862.74 INV=858.78 71'-12" HDPE O 1.00% /,CBMH 1 RIM=862.00 INV=858.07 REMOVE & DISCARD EXISTING HYDRANT i,U 19'-12" HDPE 0 0.50% CORE DRILL CONNECTION R14"1-167 ^5' _-+-:— TO EXISTING CB AT w N�,— :.. �R51 ST INV -857.97 45' BEND ° ,�'""""'•�Yr CONNECT TO EXISTING WATERMAIN EXISTING WDTEII SERVICE IT+}` "~� / ar..:. W6r9A BEND_ '- TD.'QE USED .'FOR - GN -BUILD ' �_ ` '-s'� �.... ... IRRIGATAIIDN SYSTEM sui F—'!! iNYafii—'.^,®t sem t-�— r/ �_ E R.• tILP �. _. .. 56TH AVE. NQ,I a G -S —� I BASS LAKE ROAD I n 0 20 40 60 SCALE IN FEET LEGEND WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. (REFER TO NOTE f1) HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. I hereby certify that this plan vvas prepared by me or under lamaLiMinsed Professional En direct supervision as of the Engineer under melaws of Ne State of Minnesota. DENOTES BOUNDARY LINE ------ DENOTES DRAINAGE/ UTILITY EASEMENT -: DENOTES EXISTING STORM SEWER < DENOTES PROPOSED STORM SEWER . DENOTES EXISTING WATERMAIN I DENOTES PROPOSED WATE'RMAIN < DENOTES EXISTING SANITARY SEWER C DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING .,, DENOTES EXISTING STORM MANHOLE/ CB ® w DENOTES PROPOSED STORM MANHOLE/ CB O DENOTES EXISTING SANITARY MANHOLE • DENOTES PROPOSED SANITARY CLEANOUT _411- DENOTES PROPOSED HYDRANT N DENOTES PROPOSED GATE VALVE DENOTES EXISTING HYDRANT WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. (REFER TO NOTE f1) HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. I hereby certify that this plan vvas prepared by me or under lamaLiMinsed Professional En direct supervision as of the Engineer under melaws of Ne State of Minnesota. Designed By. 15050 23rd Avenue North Schnell Madson 7763.7h-16DO ota 55497 7783746-1600 F763-746-1699 Planning Engineering Surveying 554TIwdStreet NW. Suie100 FJk Rirer, Minnesota 55330 7763241-0108 F763241-8351 wwaschoallmedson.mm Client Project Name?LoceBoro Date FITA RETAIL 8/11/08 Kraus -Anderson Construction 4824 56th Ave N, Crystal, UN 2500 Minnehaha Ave Sheet Till Sheet Minneapolis, MN 55404 -- _ —_ UTILITY PLAN C2 SMI Project Number: 62544-022 Orden By: Sme Harri Data: . Reg. No. Reviewed By. .lerrveackman Checked 8y: EXHIBIT G 6 III W 6i WOOD N a PRIVVACY FENCE 2 III I BUILDING SETBACK LINE COMMON TOIl & EXIT CORRIDOR 105.00 III Irl CENTER TREE IN HOLE III ACCESS FASTEN TREE TO 14 GA, PLIABLE ZINC COATED WIRE AND 1/2• RUBBER HOSE. SECURE FIRMLY AND NEATLY SHOP III /� �\ AT ALL ENDS 1194 ,_E_ SHOP 9—SMC 986 e.1. b•�, II � � 39_0• ' I IB'_0• I OBUILDING SETBACK LINE e CURB & FENCE STARTS GUTTER AT PARKING LOT 6 CLOSE CURBCUT NEW CURB CUT REFER TO CIVIL DRAWINGS 56TH AVE. NO. N SITE PLAN SDt SCALE: 1' = 2D'—O- WRAP \•Ie Q4� WRWITH 4* WIDE TREE APPING 1 �L4. THK. WOODCHIP MULCH OR ROCK MULCHPLANTING MIXTURE C—PACTED SOILw B• BLOCK \ ENCLOSURECLAD \ W/ HARDIE BOARD \ SIMILAR TO EXT. LDOk / \ OF BLDG. -PROVIDE WD. oGATES ON IDN PHOTS �ASZA5�o0 O h \ �O \P0- � PSS 0 10' 20' 40' SCALE: I" _ •20' PLAN LEGEND III ROCK MULCH NEW SOD NEW CDNC. SIDEWALK ONEW PUNTING PLANT SCHEDULE 2 DECIDUOUS TREE DETAIL so, SCALE: 1/2" = V -0 - PLACE SPECIFIED EDGER AROUND ALL PLANTING BEDS WHERE ADJACENT TO SODDED AREAS ALL PLANTING BEDS SHALL RECEIVE 4' OF SPECIFIED MULCH AND WEED BARRIER FABRIC SCARIFY SIDES AND BOTTOM OF HOLE REMOVE CONTAINER SET SOIL MASS ON COMPACTED SOIL MOUND MATCFII NG SHRUBS NATURAL _ GROUNDLINE WITH FINISHED SITE GRADE BACKFILL WITH SPECIFIED BACKFILL SOIL UNDISTURBED & COMPACTED SOIL 3 SHRUB DETAIL 5D, SCALE: 3/4" = 1'-D' PARKING DATA 4824 56TH AVENUE N. PARKING REQUIRED 20 SPACES PARKING PROVIDED 20 SPACES STANDARD SPACES 19 SPACES STD. HANDICAPPED SPACES 1 SPACES TOTAL 20SPACES PROPOSED BUILDING FOOTPRINT: 5250 S.F LANDSCAPE NOTES: 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 3. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. S. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE. THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. 6. MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PUNTING BEDS WITH FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD OR ROCK MULCH SPECIFIED PER PLAN. 7. PUNTING PUN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. 8. PROVIDE A MINIMUM OF 4' OF TOPSOIL AT ALL AREAS INDICATED TO RECEIVE NEW SOD. EXISTING TOPSOIL MAY BE USED IN AREAS IN WHICH EXISTING VEGETATION IS TO BE REMOVED AND ADEQUATE TOPSOIL IS EXISTING IN PLACE. BARBEAU ARCHiiTM, INC. tom Wes Ow'sa IMr Sie 18. [aom W SB,TI 651/6)5-2204 IAp�e V 1/Ari-3290 Im I "ERM CERT"TINT THIS PUN. Ill OR "ml,,,WAS PRDMRED W WE OR ul W DOW SIVERWIN WO IIMI I AM A NRY LLTIL}D ARC CT UNDER THE LAWS OF TK STATE OF Nx . 8/17/06 Rte. HD. 19462 011 OWNER GIRMA FITA PROJECT FITA RETAIL 4824 56TH AVENUE N CRYSTAL, MN COYY651ON NUMBER 6050 SHEET TOLE SITE PLAN, SITE DATA LANDSCAPING DRAWN BY CHECKED BY TAB DOCUMENT DATE 8/15/06 ISSUED FOR M7E 1` Sib 1g•00`E E COMMON I TII I SHOP 1156 e.1, 10 r5.00 SHOP lozD ,_r. SHOP 1394 A SHOP 966 it O IHL� B- SY 8 -SMC I ISO W � 0 Y PRIVACY FENCE 2 rte- BUILDING SETBACK LINE OBUILDING SETBACK LINE) B CURB d FENCE STARTSGUTTER AT PARKING LOT 1 CLOSE CURBCUT NEW CURB CUT REFER TO CIVIL DRAWINGS 56TH AVE. N0. ACCESS CENTER TREE IN HOLE FASTEN TREE TO 14 GA, PUABLE ZINC COATED WIRE AND 1/2" RUBBER HOSE. SECURE FIRMLY AND NEATLY AT ALL ENDS t4� iWRAP TREE WITH 4* WIDE TREEWRAPPING MATERIAL TO IST BRANCHING OR ROCK MULCHPLANTING MIXTUREUNDISTURBED & COMPACTED SOILs_s _ IHl 6' SY 2 E BL BL DICK E CLAD W/ HARDIE BOARD \ �2LID000S TREE DETAIL SIMILAR TO EXT. 1-009 OF BLDG.-PROVCE WD. \\ SD1 " SCALE: 1/2" = 1'-0' / a3 GATES ON IfON PIVOTS I \ / 16'-0• _D• N \ / / PLACE SPECIFIED EDGER AROUND ALL PLANTING BEDS WHERE ADJACENT TO SODDED AREAS O ALL PLANTING BEDS SHALL RECEIVE 4' OF SPECIFIED �pP PLAN LEGEND MULCH AND WEED BARRIER FABRIC P\� SCARIFY SIDES AND BOTTOM OF HOLE REMOVE ROCK MULCH _ CONTAINER SET SOIL MASS ON COMPACTED SOIL MOUND MATCHIINO SHRUBS NATURAL GROUNDUNE WITH FINISHED SITE CRADE �y )= BACKFILL WITH SPECIFIED BACKFILL SOIL NEW SOD UNDISTURBED h COMPACTED SOIL URBCUT NEW CON[. SIDEWALK SHRUB DETAIL n NLw PUNTNc O SDt SCALE: 3/4" = 1'-0" N 0 10' 20' 40' SITE PLAN sD1 SCALE: 1" = 20'-0" SCALE: 1 • = 20' &) L.I &C44%wit e4' dJd4r'& wl rAa- a 4tee s LANT SCHEDULE (EY OTY. COMMOM NAME SCIENTIFIC NAME I SIZE/ROOT I NOTES HL 2 RAPER- LOCUST Glydiuia MvcanrAM+ "iPvnM" 2' BB STRAIGHT LEADER HL 7 SPIRE-'MAGIC CARPET Spvaalapaaim "mag+c cnryeF" 03 COM. Sl' 14 EMERALD SPREADER YEW T c.Pidam "+wld— R3 CONT. PARKING DATA 4824 56TH AVENUE N. PARKING REQUIRED 20 SPACES PARKING PROVIDED 20 SPACES STANDARD SPACES 19 SPACES STD. HANDICAPPED SPACES 1 SPACES TOTAL 20SPACES PROPOSED BUILDING FOOTPRINT: 5250 S.F LANDSCAPE NOTES: 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BE CA -UNG GOPHER STATE ONE CALL (454-0002) PRIOR TO STAKING PUNT LOCATIONS. 2. ALL PUNT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY SFOCK. AMERICAN ASSOCIATION OF NURSERYMEN. 3. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR SHALL GUARANTEE NEW PUNT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 5. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PUNT SELECTIONS. SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PUNT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE. THEY SHALL BRING MESE DEFICIENCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATON. 6. MULCH MATERIAL AS SPECIFIED ON THE LANDSCAPE PUNS. MASS MULCH ALL PLANTING BEDS WITH FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 4' DEEP SHREDDED HARDWOOD OR ROCK MULCH SPECIFIED PER PUN. 7. PLANTING PLAN: ALL PROPOSED PUNTS SMALL BE LOCATED CAREFULLY AS SHOWN ON THE PUNS. PLAN TAKES PRECEDENCE OVER PUNT SCHEDULE IF DISCREPANCIES IN OUANTTIFS EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. B. PROVIDE A MINIMUM OF 4' OF TOPSOIL AT ALL AREAS INDICATED TO RECEIVE NEW SOD. EKSTING TOPSOIL MAY BE USED IN AREAS IN WHICH EXISTING VEGETATION IS TO BE REMOVED AND ADEQUATE TOPSOIL IS EXISTING IN PUCE. BARBEAU ARCHTTEM. INC. +Om b r� V s+R4 Ig E— w 9+2+ o+nn-ne. w4. ul/6»-mo Im 114REfix CERTIA' TMT THIS PUN. REPORT. OR SPECK `DDNI us PREPARED m ME m urmm Mr pE6LT 9R'ONH.W AN) RMI I W A DAi ULMm ARCHEECT UNDER ME UR" DF TIE STATE OE NN om: 8/17/06 RED D.__19482 MR. GIRMA FITA PROJECT FITA RETAIL 4824 56TH AVENUE N. CRYSTAL, MN COMMISSION NUMBER 6050 SHEET TITLE SITE PLAN, SITE DATA LANDSCAPING DRAWN BY [NECKED BE TAB DOCUMENT BITE 8/15/06 ISSUED FOR DATE CRY APPROVAL 6/18/06 REV6KIN DATE BY SHEET NUMBER cn i EXHIBIT N n FLOOR PLAN soz SCALE: 1/8" = V-0" / PANEL HARDIE-PLANK 10" PRE -FIN. MET. COPING L STOREFRONT \- HARDIE-PANEL B & B SIDING 2 SOUTH ELEVATION soz SCALE: 1/8" = 1'-0" d )DR STUD CONIC. SIDEWALK SEE SITE PLAN T HARDIE-BOARD CORNERS-TYP. DECOR LIGHT FABRIC AWING I� EPDM ROOF SYSTEM k RIGID INSUL SLOPE 1/4' PER FT. FABRIC 77 AWNING ALUM i STOREFRONT 0 SUSP. CEILING 3 BUILDING SECTION soz SCALE: 1/8" = V-0" SLOPE 1/4" PER FT. W12 BEAM 4- SLAB -ON -GRADE CONIC. FTG, h CMU FDN WOOD TRUSSES ® 24' O.C. Bim& B SIDING B FRAME n EAST ELEVATION WEST & NORTH SIMILAR soz SCALE: 1/B" = V-0" 0 0 TAPERED ROOF INSUL DRAIN o O a u' 0 0 N ROOF PLAN soz SCALE: 1/16" = V-0- I�r ICIIII ME Applicable Code: Minnesota Slate Building Code Intemotional Buiding Code 2000 BUILDING SHELL DESCRIPTION Buildmg Height: 1 Story Type of Construction: Type V -B FULLY -SPRINKLED NFPA 13 NEW CONSTRUCTION Occupancy Groups: Bond M: NON -SEPARATED USES OVERFLOW PROJECT DESCRIPTION: Convenience Center housing SCUPPER business (B) and etoil (M) occuponcies- Occupancy Croups: B and M Total Floor Area. 5,312 S.F. Allowable Area Calculation Tabular Allowable Area B. 9,000 S.F. Tabular Allowable Are. M 9,000 S.F. • Shop 1310 30 gross 44 M Shop 1029 30 gross 35 M Shop 1307 30 gross 44 M Shop 1004 30 gross 34 Total Occupant Load 157 BARBEAU ARCHrrwrS, INC. ,m s., wry Abm sds ,a E pn I.I x,:, mein-xiRo He. I HEREw CERTiY Ti THIS PIAN. REPORT, OR SPFLPKIATION MASI AND RMI 1 w A pi UOU"O PRDWRO) w ME OR WIDER [Iii SIPONSI ARCHITEOi UNDER THE LAWS OF IKE STATE OF Mx �1 l ti 1•onm A B•,1® MATE 8/17/06 RED. �. 19462 LIMNER MR. GIRMA FITA PROJECT FITA RETAIL 4824 56TH AVENUE N. CRYSTAL, MN CDAIM 11ON NUMBER 6050 SHEET TTIU FLOOR PLAN, ELEVATIONS CODE DATA, SECTION DRAWN By CHECKED BY TAB DOCUMENT DATE 8/15/06 ISSUED FOR DATE CDY APPROVAL 8/1R/o6 Em - REVISgT1 DATE BY SHEET NUMBER c r1") - EXHIBIT J No Mmimlm MUM= ONOWN L STOREFRONT \- HARDIE-PANEL B & B SIDING 2 SOUTH ELEVATION soz SCALE: 1/8" = 1'-0" d )DR STUD CONIC. SIDEWALK SEE SITE PLAN T HARDIE-BOARD CORNERS-TYP. DECOR LIGHT FABRIC AWING I� EPDM ROOF SYSTEM k RIGID INSUL SLOPE 1/4' PER FT. FABRIC 77 AWNING ALUM i STOREFRONT 0 SUSP. CEILING 3 BUILDING SECTION soz SCALE: 1/8" = V-0" SLOPE 1/4" PER FT. W12 BEAM 4- SLAB -ON -GRADE CONIC. FTG, h CMU FDN WOOD TRUSSES ® 24' O.C. Bim& B SIDING B FRAME n EAST ELEVATION WEST & NORTH SIMILAR soz SCALE: 1/B" = V-0" 0 0 TAPERED ROOF INSUL DRAIN o O a u' 0 0 N ROOF PLAN soz SCALE: 1/16" = V-0- I�r ICIIII ME Applicable Code: Minnesota Slate Building Code Intemotional Buiding Code 2000 BUILDING SHELL DESCRIPTION Buildmg Height: 1 Story Type of Construction: Type V -B FULLY -SPRINKLED NFPA 13 NEW CONSTRUCTION Occupancy Groups: Bond M: NON -SEPARATED USES OVERFLOW PROJECT DESCRIPTION: Convenience Center housing SCUPPER business (B) and etoil (M) occuponcies- Occupancy Croups: B and M Total Floor Area. 5,312 S.F. Allowable Area Calculation Tabular Allowable Area B. 9,000 S.F. Tabular Allowable Are. M 9,000 S.F. • Shop 1310 30 gross 44 M Shop 1029 30 gross 35 M Shop 1307 30 gross 44 M Shop 1004 30 gross 34 Total Occupant Load 157 BARBEAU ARCHrrwrS, INC. ,m s., wry Abm sds ,a E pn I.I x,:, mein-xiRo He. I HEREw CERTiY Ti THIS PIAN. REPORT, OR SPFLPKIATION MASI AND RMI 1 w A pi UOU"O PRDWRO) w ME OR WIDER [Iii SIPONSI ARCHITEOi UNDER THE LAWS OF IKE STATE OF Mx �1 l ti 1•onm A B•,1® MATE 8/17/06 RED. �. 19462 LIMNER MR. GIRMA FITA PROJECT FITA RETAIL 4824 56TH AVENUE N. CRYSTAL, MN CDAIM 11ON NUMBER 6050 SHEET TTIU FLOOR PLAN, ELEVATIONS CODE DATA, SECTION DRAWN By CHECKED BY TAB DOCUMENT DATE 8/15/06 ISSUED FOR DATE CDY APPROVAL 8/1R/o6 Em - REVISgT1 DATE BY SHEET NUMBER c r1") - EXHIBIT J M E M O R A N D U M DATE: September 7, 2006 TO: Planning Commission (September 11th meeting) FROM: Jason Zimmermann, Code Enforcement and Zoning Administrator SUBJECT: Public Hearing: Consider Application 2006-17 for a one year extension of a previously issued interim, temporary Conditional Use Permit for the Highview Alternative Program at the former Cavanagh Elementary School, 5400 Corvallis Avenue North. A. BACKGROUND The subject property is a 8.7 acre site owned by Independent School District #281 a.k.a. Robbinsdale Area Schools ("the district"). The east half of the property is used for park purposes. The west half of property contains the former Cavanagh Elementary School built in 1958. In addition to the building, the facility includes two parking lots, play areas, and related facilities. The facility ceased operating as an elementary school in 1976. Since then, the district has used the facility for a variety of programs and activities, including leasing it to Intermediate District 287 for a time. From a zoning standpoint, only its original use as an elementary school would be considered lawfully nonconforming, and even that is questionable because that particular use ended nearly 30 years ago. The property is guided low density residential and zoned R-1. A Conditional Use Permit ("CUP") is required for schools and related facilities in the R-1 district. In September 2004 the City Council approved an interim, temporary CUP allowing the district to move the Highview Alternative Program into the east wing of the facility. Highview is an alternative to traditional high school for students in grades 10-12, aged 16 and older. It has approximately 150 students and 10 staff. The approved CUP expired on September 30, 2005 but was extended for one year. The purpose of the interim, temporary CUP is to give the district time to determine its desired long-term use of the Cavanagh facility; and following that determination, to make the site improvements necessary to bring the facility into compliance with the zoning ordinance. The district has submitted a request for the second of two possible one-year CUP extensions. Notice of the public hearing was mailed to property owners within 700 feet of the property and published in the Sun Post on August 31, 2006. At the September 11, 2006 meeting, the Planning Commission will hold the public hearing and may make a recommendation for the City Council to consider at its September 19, 2006 meeting. CONDITIONAL USE PERMIT - FORMER CAVANAGH ELEMENTARY SCHOOL (5400 CORVALLIS) PAGE 1 OF 6 The following Exhibits are attached: A. Plat map showing the subject property. B. Aerial photo showing the subject property. C. 2004 narrative, building floor plan and site plan submitted by the applicant. D. 2004 city approval letter including conditions. E. Updated narrative submitted by the applicant. F. 51St Ave N traffic counts — March and April 2006 G. Parking study — May 2006 B. STAFF COMMENTS Land use and zoning — generally. The Zoning Ordinance requires that the facility be served by arterial, collector or Municipal State Aid ("MSA") streets sufficient to handle the traffic generated by the facility. Unfortunately, there are no such streets directly abutting the property. The strictest possible interpretation of the ordinance would therefore prohibit any institutional use of this facility, even for an elementary school. However, the institutional use pre -dates the ordinance requirement for the facility to be served by arterial, collector or MSA streets. 2. Current traffic patterns on 51St Avenue. In March and April of 2006, the city conducted week-long traffic counts on 51St Avenue between Cavanagh and Bottineau Blvd (CSAH 81). One was done with school in session. The other with school not in session. With school in session during the week, the number of vehicle trips per day ranged from 1,604 to 1,711, yielding an average of 1,669 per day during the week. Saturday had 822 trips and Sunday had 717 trips yielding an average of 770 per day on the weekend. With school not in session, the number of vehicle trips per day ranged from 740 to 998, yielding and average of 816 per day during the week. Saturday had 667 trips and Sunday had 622 trips yielding an average of 645 per day. With school in session, the difference between average daily traffic during the week and average daily trips on the weekends was 659 trips. With school not in session, the difference between average daily traffic during the week and average daily trips on the weekends was 171 trips. The traffic numbers on 51St suggest that it could justifiably be designated an MSA street. In fact, there are MSA -designated streets in Crystal that have traffic levels much lower than the segment of 51St between Cavanagh and Bottineau Blvd. However, MnDOT rules do not permit the city to designate MSA streets unless they connect to an arterial or other MSA street. Because 51St ends in the neighborhood without another street directly re -connecting back to Bottineau Blvd, it cannot be designated an MSA street regardless of its traffic levels. 3. Planned street reconstruction project as it relates to the Cavanagh facility. Assuming the district decides to make this use of the facility permanent, city staff's preference is to keep traffic concentrated on 51St Avenue between Bottineau Blvd and the east parking lot, rather than attempting to disperse the facility's traffic throughout the neighborhood. One reason is that this is consistent with the current pattern. The other reason is that the city plans to reconstruct the streets in this neighborhood during Phase 10 of the street reconstruction project, which is tentatively scheduled for 2009 but may be moved up to 2008 if CSAH 81 is CONDITIONAL USE PERMIT - FORMER CAVANAGH ELEMENTARY SCHOOL (5400 CORVALLIS) PAGE 2 OF 6 reconstructed in 2009-2010 as planned by Hennepin County. If the Cavanagh facility is still in use at that time, the city may construct 51St Avenue to MSA standards to better handle the traffic generated by the facility, even if 51St Avenue cannot be designated MSA. Such streets are typically 32' wide (instead of 30'), are striped for one lane in each direction plus a parking lane on one side of the street only, and have a sidewalk directly behind the curb on one side of the street. Any decision to build 51St Avenue to MSA standards would have to be made by the City Council at the time the street project is ordered. 4. Traffic generated by the Cavanagh facility. Based on the district's staff and student counts, the facility generated an estimated 836 car trips and 72 bus trips per day in the 2003-2004 school year (before Highview). In the 2004-2005 school year (after Highview), the estimate was 652 car trips and 86 bus trips. In the 2005-2006 school year, the district moved 13 Early Childhood Special Education staff from Cavanagh to the former New Hope Elementary, resulting in an estimate of 624 car trips and 86 bus trips. The district has not proposed any changes for the 2006-2007 school year. Car trips appear to have been greatly reduced (-212) but bus trips have slightly increased (+14). Staff opinion is that this is an acceptable trade-off if trips on local streets are minimized to the extent possible. Bus routing to and from the facility has continued as before, except that the additional buses drop-off and pick-up in the north parking lot, and return directly to Bottineau Blvd via 51St Avenue. Special Education buses continue to use either the north parking lot on 51 St Avenue or the bus bay on Corvallis Avenue. 5. Estimated parking demand versus supply. Based on the district's staff and student counts, the facility needed an estimated 155 parking spaces in the 2003-2004 school year (before Highview). In the 2004-2005 school year (after Highview), the estimate was 205 parking spaces needed. In the 2005-2006 school year, the district moved 13 Early Childhood Special Education staff from Cavanagh to the former New Hope Elementary. The estimate for 2005-2006 and 2006-2007 is 191 parking spaces needed. Currently the facility has 140 off-street spaces. This is less than the estimated facility needs before Highview and much less than the estimated needs after Highview. However, please note that estimating parking demand for this facility is very difficult because of the number and variety of uses. In particular, the 55 space estimate for short term pick-up and drop-off (mainly Creative Play Preschool) is probably overstated in these estimates. For this reason, in 2004 the City Council agreed to a one year trial period to determine the degree of the problem. No complaints have been received to date about the number of cars parked on the street, and anecdotal evidence suggests that the amount of on -street parking as whole has not increased. Certainly the district will need to add some off-street parking to the facility if it wishes to make its use permanent. _ As requested by the Planning Commission and Council, a five day study of the parking practices at the facility conducted in May of this year indicates far less vehicles parking at the site than was estimated. The study was conducted on each CONDITIONAL USE PERMIT - FORMER CAVANAGH ELEMENTARY SCHOOL (5400 CORVALLIS) PAGE 3 OF 6 week day at three different times each day; twice in the morning and once in the afternoon. The study counted all vehicles parked in the north and east parking lots of the building as well as those parked on 51St Ave N and Corvallis Ave N. The average number of vehicles parked at the site on Monday was 123, with an average of 102 vehicles in the parking lots and 21 on the public streets. The average number of vehicles parked at the site on Tuesday was 111, with an average of 95 vehicles in the parking lots. The average number of vehicles parked at the site on Wednesday was 99, with an average of 85 vehicles in the parking lots. The average number of vehicles parked at the site on Thursday was 105, with an average of 95 vehicles in the parking lots. The average number of vehicles parked at the site on Friday was 96, with and average of 83 in the parking lots. It is important to note that these are averages, not peaks; and that the district still needs to add off-street parking to make the use permanent. 6. District request is for an interim temporary use. Further review by the city will be required if they want to make it permanent. Because of the traffic and parking issues with this facility and its location, the best long term land use would be redevelopment for low density residential. However, district staff has indicated that it now appears that the district will continue to use the Cavanagh facility for the foreseeable future. They have not yet developed their plans for site improvements necessary to bring the facility into compliance with the zoning ordinance (see #7 below). Plans for site improvements must be submitted along with a permanent CUP request in 2007. In the interim, the district is asking that the 2004 CUP be extended another year. 7. District request is to defer site improvements. The district is once again asking that the normal site plan review requirements be deferred until it makes a decision on the long term future of the facility. A preliminary review of the condition of the property indicates that, at a minimum, the following items would be needed to bring the site into compliance: ■ Install additional off-street parking and loading areas as deemed necessary by the city, including sufficient space for all vehicles to maneuver on-site so that the only local street they use is 51St Avenue from the east parking lot to Bottineau Blvd. The most likely scenario would be expansion of the east parking lot. ■ Remove the pole light and overhead wire from the middle of the east parking lot. ■ Install standard b6-12 concrete curb & gutter around perimeter of all parking lots where not previously installed. ■ Ensure parking lot compliance with design standards in city code, including the minimum 5' setback from any lot line (for example, on the north side of the north parking lot). ■ Eliminate parking/storage uses and create a fire lane along the north side of the middle part of the building. ■ Construct a trash enclosure to code. ■ Remove the commercial -style pylon sign and, if a freestanding sign is necessary, replace it with a residential -style monument sign. ■ Construct sidewalks on the property to provide pedestrian access to, from and around the building. CONDITIONAL USE PERMIT - FORMER CAVANAGH ELEMENTARY SCHOOL (5400 CORVALLIS) PAGE 4OF6 This is not an all-inclusive list because a full site plan review is not being completed at this time. A more detailed review and another public hearing would be required as part of a permanent Conditional Use Permit and Site Plan Review application. The district must submit those items by August 17, 2007 and receive Planning Commission and City Council approval by September 30, 2007. It is also important to note that Hennepin County's possible reconstruction of Bottineau Blvd may impact the frontage road along the west side of the property as well as the western end of 51St Avenue. By early 2007 we should have an idea of how much the possible reconstruction would impact the district's plans for the facility. C. RECOMMENDATION Staff recommends approval of the requested interim, temporary Conditional Use Permit for the former Cavanagh Elementary School, subject to the following conditions: 1. Because the city has insufficient information to make findings of fact related to the proposed use of the facility, this permit shall expire on September 30, 2007. If the district desires to continue to use the facility past that time, it must file an application for a permanent CUP no later than August 17, 2007. A public hearing, including the standard notice thereof, shall be held by the Planning Commission to consider the permanent CUP. In no event shall use of the facility continue beyond September 30, 2007 unless a new, permanent CUP is granted that supersedes the interim, temporary CUP. 2. The city is deferring its site plan review requirements for one year so that the district may complete its reorganization study process before making further investment in the Cavanagh facility. A public hearing, including the standard notice thereof, shall be held by the Planning Commission to consider a site plan in conjunction with an application for a permanent CUP. In no event shall use of the facility continue beyond September 30, 2007 unless site improvements have been installed after review and approval by the city through the standard Site Plan Review application process. 3. In the interim, bus routing to and from the facility shall continue as before, except that additional buses such as those for Highview shall drop-off and pick-up in the north parking lot, and return directly to County Road 81 via 51St Avenue. 4. If parking becomes a problem, the city may require the district to implement a student parking permit system for Highview, adjust the mix of uses in the facility, or take other steps necessary to solve the problem. 5. The City Council finds that the facility must either be brought into compliance with city code or redeveloped in accordance with the Comprehensive Plan no later than September 30, 2007. CONDITIONAL USE PERMIT - FORMER CAVANAGH ELEMENTARY SCHOOL (5400 CORVALLIS) PAGE 5 OF 6 Planning Commission action is requested. The City Council would consider the Planning Commission's recommendation at its next meeting on September 19, 2006. 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I IT rt- E�t`� .�.. ks,� � 4 ani [.� -� a �''�§ � � o� � n�.?y#• «y'� '.P.. �'€' ;.�xR`�+� � 2i%i��` i3� }*ab'°� ,3� axi,�' � "y��:`s_t,r�.;y.e�ak's �R,,... �akS,x:; ,. 4 j 'd •� f" - lr,.. d ts� <.�.., a,,>t°��. na.ta�i.,,naxs3�E..n:.;ae,+.^r.;_., � ,. .. ---'3ha.,....,.�.-'..?+�::5: �*, rt�+kd_°i.r`s t} _ .y::.: t�'x,���i`:r-��,�.�:A'.•,,�.t..fi }. -€.��ti ;,%� ....,-.,.�..*,�-..Ew_':•;=a.+s� �at..�a,: . ,.. s �1:'���'�z„$,.�4.„..x.�.s.. r.a�*:V,:.:. ` 3:,��° �.shxe,,�. a�� ° lax e �a - �a,�"w�-'?�` ; ..> . s = '� `' �i 3'Y?b� .,� - a � airs a �,•,.�..� u 4Nt J ' t :'t - Yf_* r,a a _ a �. y -.�,�* �;� `"•i., .s.. b,.a�- - c.� MX* , lip xs�';' , art--°. . �� w+L � � s, �-�,� � � •1 • �� �.c:s.��$ � t �. ti � �;' :: ! q s,'. - ^{ '`+`s X,�. ,yam ,�.+��•77 ,,± - Ft�'��� NARRATIVE SUBMITTED BY ROBBINSDALE AREA SCHOOLS (I.S.D. 281). Robbinsdale School District 281 is selling the Robbinsdale Area Community Education Center (RACEC), located at 4139 Regent Avenue North in Robbinsdale. The Highview Alternative Program is currently located in this building. It is the intention of the Robbinsdale School District to relocate this program to the Cavanagh School located at 5400 Corvallis Avenue North in Crystal by December 1, 2004. The Highview Program has served district students in grades 10-12 since 1983. Students are sixteen years or older and most have attended Armstrong High School or Cooper High School. The original site was at the Highview School in New Hope near Cooper High School. The program moved to RACEC in December, 2001. The hours of operation of the Highview Program will be 7:30 a.m.-3:00 p.m., Monday through Friday. The program has a staff of 10 people and the enrollment is approximately 150 students. Currently, the district plans to modify the east wing of the building to accommodate the Highview Program. Those modifications include office partitions in room #20, lavatory fixture replacement, locking door systems in the corridors, and a wall separating in the cafeteria from the corridor. Students and staff will use the east parking lot. Six busses will transport students daily; 2 at the start of the school day, 2 at the end of the day, and 2 during the day to transport students to the Hennepin Technical College. It is our intention to keep the Highview program at the Cavanagh for one year with a possible request for extensions of this CUP for 2 additional years. EXHIBIT C DETAIL OF CONSTRUCTION I - SPECIAL ED. CLASSROOM 2 - SPECIAL EDJADVENTURE C STAFF OFFICES 3 - OCCUP. THERJSPECIAL ED. 4 - CONFERENCE/MEETING 5 - CREATIVE PLAY b - CREATIVE PLAY 7 - 5'9 ALIVE 5 - ADVENTURE CLUB 9 - ADVENTURE CLUB 10 - ADVENTURE CLUB If - ADVENTURE CLUB 12 - SPECIAL ED. CLASSROOM 13 - SPECIAL ED. CLASSROOM 14 - SPECIAL ED. CLASSROOM 15 - SPECIAL ED. CLASSROOM 16 •- SPECIAL ED. CLASSROOM lI - CREATIVE PLAY 18 - CREATIVE PLAY 14 - PARENT/CHILD PROGRAM 20 - PARENT/CHILD OFFICES 21 - OFFICE/LI5RARY/RE50URGE 22 -PARENT/CHILD PROGRAM 23 -PARENT/CHILD PROGRAM 24 -PARENT/CHILD PROGRAM 25 - PARENT MEETING ROOM 26 - ADVENTURE CLUB/ SCIENCE RESOURCE 27 - PRE-SCHOOL SCREENING/ STAFF LUNCH/OFFICE AREA 28 - SPECIAL ED. APPRO 4 s 23 22 21 20 24 I4 25 18 26 2Z 28 tT it, WOLD AICHITECTS 6 WEST FIFTH ST188T ST. PAUL. MN 55Io- 612.227.77 Fez 612.223.56, PROVIDE WALL AND OPENING IN WALL FOR NEW DOOR. SEE DETAIL 10/3-1 Star ORDER No. 21 STATE FIRE MARSHAL FILE NO. E02-1104001 PROVIDE SMOKE DETECTION (1) ROOM CAVANAGH ELEMENTARY 50HOOL I' = 50' SUBJECT: NALL, DATE: 6/4/91 COMMISSION NO: 96121 REVISIONS REV. DATE M1YSD]b1�46177robrrhlibq '.fI o bh�w4� 0 16.5,Li - _..- ---- 0 INDEPENDENT SCHOOL DISIRICT *281 PROPERTY LINE d 0 -a FE" tCSt5jctea+;,,� Pic y G caf %Y c-%,� tcl t,,00dSc 1 ct4?r7', rY� e ley t Y- r� `�q - -� I I I I ITFM i / I Ili I zo' o• ' 1 / sz o LP r7 PMUJNG J1. / ICP _ _ 2�C S &: Bus oco � _ \ t,ASSUME _ _ a..�_ CORVALLIS AVENUE PROPERTY LINE September 22, 2004 Attn: Tom Walerius Robbinsdale Area Schools 4148 Winnetka Ave N New Hope MN 55427 tel: 763-504-8037 fax: 763-504-8971 City of Crystal 4141 Douglas Dr N Crystal MN 55422 voice: 763-531-1000 facsimile: 763-531-1188 internet: www.ci.c1ystal.mn.us Subject: Conditional Use Permit to relocate the Highview program to Cavanagh Dear Mr. Walerius: At its meeting on September 21, 2004, the Crystal City Council voted 5-1 to approve an interim, temporary Conditional Use Permit for the former Cavanagh Elementary School at 5400 Corvallis Avenue North (P.I.D. 09-118-21-13-0065), subject to the following conditions: Because the city has insufficient information to make findings of fact related to the proposed use of the facility, this permit shall expire on September 30, 2005. If the district desires to extend the permit for one additional year, it must file a written request no later than August 19, 2005. A public hearing, including the standard notice thereof, shall be held by the Planning Commission to consider any such extension. The city makes no commitment to grant such extensions, and no more than two such one year extensions shall be granted. This interim, temporary conditional use permit shall automatically expire on September 30, 2007, unless a new, permanent CUP is granted that supersedes the interim, temporary CUP. 2. The city is deferring its site plan review requirements for one year so that the district may complete its reorganization study process before making further investment in the Cavanagh facility. If the district desires to defer the site improvements for one additional year, it must file a written request with the city no later than August 19, 2005. A public hearing, including the standard notice thereof, shall be held by the Planning Commission to consider any such extension. The city makes no commitment to grant such extensions, and no more than two such one year extensions shall be granted. In no event shall use of the facility continue beyond September 30, 2007 unless site improvements have been installed after review and approval by the city through the standard Site Plan Review application process. EXHIBIT D Relocation of Highview to Cavanagh September 22, 2004 - page 2 - 3. In the interim, bus routing to and from the facility shall continue as before, except that additional buses such as those for Highview shall drop-off and pick-up in the north parking lot, and return directly to County Road 81 via 51St Avenue. 4. If parking becomes a problem, the city may require the district to implement a student parking permit system for Highview, adjust the mix of uses in the facility, or take other steps necessary to solve the problem. 5. The City Council finds that the facility must either be brought into compliance with city code or redeveloped in accordance with the Comprehensive Plan no later than September 30, 2007. Please note that under condition #4, the city may require the district to make changes if parking problems occur while the approved one-year C.U.P. is in effect. Based on our previous discussions, it is my understanding that the district is willing to make such changes. If we receive complaints about parking, traffic or related issues, we will forward them to your office so the district can develop a solution. At this time I am assuming the district will want to proceed with facility modifications to accommodate the Highview program at Cavanagh. Some of these modifications may require review and approval by the city's Building Official (building and plumbing modifications), Environmental Health Specialist (public health incl. food service), Fire Inspector, or other staff. Their names and contact information are listed below. Please have any district staff or contractors contact the appropriate city staff prior to beginning work. ■ Building: Jack Molin, 763-531-1141, iack.molina(-ci.crystal. mn.us ■ Environmental Health: Chris Forslund, 763-531-1144, chris.forslund(c),ci.crystal.mn.us ■ Fire: Aaron Surratt, 763-537-2323 ext. 2003, asurratt(a7westmetrofire. corn If you have any questions, feel free to call me at 763-531-1142. Thank you. Regards, John Sutter, Planner and Redevelopment Coordinator cc: Anne Norris, City Manager Patrick Peters, Community Development Director Tom Mathisen, City Engineer Harry Algyer, Police Chief Richard Zimmerman, Neighborhood Police Officer Trudy Tassoni, Administrative Services Coordinator August 7, 2006 City of Crystal Attn: John Sutter 4141 Douglas Drive Crystal, MN 55422 ROBBINSDALE AREA SCHOOLS 4148 Winnetka Avenue North • New Hope MN 55427 • 763-504-8000 , RE: Temporary Conditional Use Permit Continuation Cavanagh School 5400 Corvallis Avenue North Dear Mr. Sutter: Independent School District No. 281 (ISD 28 1) requests a continuation of the temporary Conditional Use Permit for Cavanagh School at 5400 Corvallis Avenue North. Various site improvements were proposed for the Cavanagh School site to help address concerns associated with parking and traffic management. Future modifications to the adjacent Hennepin County Road 81 by Hennepin County may impact the Cavanagh School site. The County Road 81 modifications may result in property takings from the Cavanagh School site infrastructure by ISD 281. SUMMARY ISD 281 would request a continuation of the temporary Conditional Use Permit and associated site improvements for at least one year and pending definition of the land acquisition associated with the proposed Hennepin County Road 81 improvements. If you have comments or questions pertaining to this request, please contact me at 763-504-8037. Sincerely, Dr. John M. Christiansen Executive Director of Administrative Services Robbinsdale Area Schools 9 www.rda1e.k12.mn.us EXHIBIT E 51st Avenue Traffic Counts - 2006 Count location: On extended side lot line between 5348 & 5408 51st WITH SCHOOL IN SESSION: DAY OF WEEK Monday ACTUAL DATE 04/24/2006 NUMBER OF TRIPS 1,682 WEEKDAYS 1,682 WEEKEND DAYS 1,711 Tuesday Wednesday Thursday Friday Saturday Sunday 04/18/2006 04/19/2006 04/20/2006 04/21/2006 04/22/2006 04/23/2006 1,665 1,711 1,685 1,604 822 717 1,665 1,711 1,685 1,604 WITH SCHOOL NOT IN SESSION: DAY OF WEEK Monday Tuesday ACTUAL DATE 03/27/2006 03/28/2006 NUMBER OF TRIPS 740 760 WEEKDAYS 740 760 WEEKEND DAYS m X 00 91 Wednesday Thursday 03/29/2006 03/30/2006 795 786 795 786 822 Friday Saturday 03/24/2006 03/25/2006 998 667 998 667 717 Sunday 03/26/2006 622 622 AVERAGES: 1,412 ALL DAYS 1,669 WEEKDAYS 770 WEEKEND DAYS AVERAGES: 767 ALL DAYS 816 WEEKDAYS 645 WEEKEND DAYS C:\Documents and Settings\jzimmermann\Local Settings\Temporary Internet Files\OLK3\2006 traffic countsxls Wednesday, May 3,_2006 LOCATION OF FACILITY 930 TIME 1025 1310 Parkin Lot - East 31 48 19 Parkin Lot - North 59 65 34 51 st Avenue 6 11 5 Corvallis Avenue 7 8 4 TOTALS: 103 132 62 Monday, May 8, 2006 LOCATION OF FACILITY 845 TIME 1310 905 1100 1230 Parkin Lot - East 63 62 56 Parkin Lot - North 41 42 41 51stAvenue 14 14 13 Corvallis Avenue 6 5 11 TOTALS: 1241 123 121 Tuesday, May 9, 2006 LOCATION OF FACILITY 845 TIME 1010 1310 Parkin Lot - East 64 73 64 Parkin Lot - North 15 33 36 51 st Avenue 7 9 10 Corvallis Avenue 7 6 8 TOTALS: 93 121 118 Thursday, May 11, 2006 LOCATION OF FACILITY 955 TIME 1115 1300 Parkin Lot - East 65 64 63 Parkin Lot - North 29 38 26 51 st Avenue 4 4 3 Corvallis Avenue 7 7 6 TOTALS: 105 113 98 Friday, May 12,_2006 LOCATION OF FACILITY 910 TIME 1035 1410 Parkin Lot - East 56 63 32 Parkin Lot - North 43 38 18 51 st Avenue 10 10 2 Corvallis Avenue 6 6 3 TOTALS: 115 117 55 C:\Documents and Settings\jzimmermann\Local Settings\Temporary Internet Fil EXHIBIT G M E M O R A N D U M DATE: September 7, 2006 TO: PI Hing Commission (September 11, 2006 meeting) FROM: John Sutter, Planner and Redevelopment Coordinator SUBJECT: Public Hearing: Consider Application 2006-18 for Preliminary Plat to divide 5720 32ndAvenue North into two lots for new single family houses. 0 B. BACKGROUND 572032 nd Avenue North (P.I.D. 21-118-21-24-0039, -0114 and -0115) is located at the northeast corner of 32nd and Yates Avenue. The Economic Development Authority of the City of Crystal ("the EDA") purchased the property in June 2006 for its scattered site redevelopment program. The EDA is proposing to plat the property into two lots to be addressed as 5710 and 5720 Yates. The lots would be sold for construction of new single family houses on each lot. In addition to the two lots, the proposed plat dedicates the south 10 feet of P.I.D 21-118-21-24-0039 as right-of-way for 32nd Avenue The following Exhibits are attached: A. Aerial photo showing the subject property. B. Aerial photo showing proposed new lot lines, easements and front/rear setbacks. C. Preliminary Plat of Crystal Economic Development Authority Third Addition D. Enlargement of the Preliminary Plat (1" : 20' scale) E. Grading Plan showing proposed contours after grading F. Grading Plan highlighting contours to be changed Prior to Council consideration of the Preliminary Plat, the Planning Commission must hold a public hearing on the matter. Notice was published in the Sun Post on August 31, 2006 and mailed to all property owners within 350 feet. At the September 11, 2006 meeting, the Planning Commission will hold the public hearing and make a recommendation for the City Council to consider at its September 19, 2006 meeting. STAFF COMMENTS 1. Lot Dimensions. The proposed plat, to be titled "Crystal Economic Development Authority Third Addition", would have two lots: LOT PROPOSED # ADDRESS 571032 nd Avenue North 2 5720 32nd Avenue North LOT WIDTH LOT DEPTH LOT AREA (approx.) (approx.) (sq. ft.) 70 feet 110 feet 7,724 85 feet 110 feet 9,436 PRELIMINARY PLAT - 5720 32ND (TO BE 5710 & 5720 32ND) PAGE 1 OF 3 The property is zoned R-1 Low Density Residential. Section 515.33 Subd. 5 requires a minimum width of 60 feet, a minimum depth of 100 feet and a minimum area of 7,500 sq. ft. Both lots would meet these requirements. 2. Easements. Utility and drainage easements would cover the areas within 10 feet of a front or rear lot line, and 5 feet of any side lot line. The 20 foot easement shown along the west (side street) lot line of Lot 2 would provide greater -than -normal separation of the new house or any future additions from Yates Avenue. While this is not required by city code, it would be wise for the EDA to ensure a setback from 32nd Avenue greater than the minimum 10 foot requirement of city code. The easements will facilitate utility installation and maintenance as well as space for grading and swales for drainage purposes. 3. Setbacks. Both parcels' front yards would face south towards 32nd Avenue. Minimum setbacks are established in Section 515.33 Subd. 8: Front, 30 feet; rear, 30 feet; side, 5 feet; side street (corner lots), 10 feet. Both lots could easily accommodate new houses in compliance with the minimum setbacks; each lot would have a maximum building pad of approximately 60 feet wide and 50 feet deep. As noted above, establishing a 20 foot utility & drainage easement along the west side of Lot 2 would have the effect of increasing the minimum setback from 10 feet to 20 feet. Eaves would only be allowed to extend into the front and rear setbacks; they could not extend into the side setbacks because those setbacks are controlled by the platted easements which must be kept clear from ground to sky. Therefore the side setbacks are likely to be a foot or two greater than shown on the grading plan. City code does allow limited exceptions from the front and rear setbacks; generally no more than a 4 foot projection for room bump -outs and an 8 foot projections for decks and unenclosed porches. 4. Infrastructure. a. Public utilities (water and sanitary sewer). Both lots would be served by existing facilities in 32nd Avenue. The existing house's water and sewer stubs would be used for the new house on Lot 2, and there appears to be an extra set of water and sewer stubs to serve Lot 1. However, the condition of the stubs is not yet known so they may need to be replaced at EDA expense. b. Private utilities (electric, telephone and cable TV). The existing house is served by overhead utilities directly from a utility pole at the rear of Lot 2. There are utility poles at the northeast and southeast corners of Lot 1 as well. The existing overhead lines would be rolled back to the pole prior to demolition. To serve the new houses, the utilities and the builder will PRELIMINARY PLAT - 5720 32ND (TO BE 5710 & 5720 32ND) PAGE 2OF3 install underground service lines from one or more of the existing poles to the new houses. C. Driveways. Both of the new houses would be required to install driveways to 32nd Avenue. It is likely that the existing curb cut will be widened (max. width 22 feet) for the house on Lot 1, and a new curb cut will be installed (max. width 22 feet) for the house on Lot 2. Alternatively, a shared curb cut (max. width 32 feet) may be installed to serve both houses. d. Drainage. The property is served by gutters and catch basins located on the adjacent streets. For the new houses, runoff would be directed to either street's gutters then into the nearest catch basin. The adjacent residential properties are higher than the subject property will be after the site is graded in accordance with the attached grading plan. 5 Park Dedication Fee. Section 510 of City Code requires that a park dedication fee of $1,000 be paid for the net gain of one housing unit on the property. The EDA will pay this fee to the city's park improvement fund before the plat is recorded with Hennepin County. Park dedication fees are used to make capital improvements to the park and recreation system. 6. SAC charges. The EDA will pay the $1,675 Sewer Availability Charge levied by Metropolitan Council Environmental Services for the net gain of one housing unit of the property. C. RECOMMENDATION Staff recommends approval of Application 2006-18 for Preliminary Plat entitled "Crystal Economic Development Authority Third Addition" to divide 5720 32nd Avenue North into two lots for new single family houses. Finding of fact is that the proposed plat would be consistent with the requirements of Crystal City Code. The Planning Commission is asked to make a recommendation on the request for City Council consideration. The City Council would consider a resolution approving the Preliminary Plat at its next regular meeting on September 19, 2006. PRELIMINARY PLAT - 5720 32ND (TO BE 5710 & 5720 32ND) PAGE 3 OF 3 HCPropc ' lap , �ge 1 of 2 Hennepin County Property Map Give us.voour._feedback or suggestions Hennepin Countv Survevor map oroducts out sm Em in srmlr Map a Print Recenter on click ®' Yes No Last update: 2/24/2006 at 3:30 PM -- READ IMPORTANT DISCLAIMER INFORMATION BELOW Click for detailed information_on this_parcel. Property ID Approximate Property Perirrieter Approximate Property Area 21-118-21-24-0039 414 ft. 10,345 sq.ft. = 0.24 acres Property Address Market Value Total Tax (2006) How to use Map PROPERTY SEARC For quicker respc information on su 'Recenter on clicl Show: 0 Aerial Photos l lo) 2004* Aerials ❑� City Names Street Names DAddress Numt ❑ Lot Dimension *Mpls. aerials south of F from 2003 Lot lines different f n-//wwwl3-cn.hennenin.mn.uc/niihlienareelimaue/henronertvmanasnx?PTT)=21 1 1821240039 09/17/2006 HCPropertyMap Hennepin County Property Map Give us your feedback or suggestions Hennepin_ County Surveyor map products 9-4 Recentei on click o' Yes No M Last update: 2/24/2006 at 3:30 PM -- READ IMPORTANT DISCLAIMER INFORMATION BELOW Glick for detailed information on this parcel i„1i;,3?';,i,s`lii}u. I"iu}3 "Iss i")f'{.Y}E:ief H}vr;,},.i.'dt.. e3iC)11i;{: g-'lt'rzi 21-118-21-24-0039 414 ft. 10,345 sq.ft. = 0.24 acres Market z u', e, t.c 1 { -tn H (_. I I rn hennenin mn rnc/rnihlirnarc.elimape/henronertvmnn nc , 0TD=21 1 1971240019 Page 1 of 2 How to Use Map PR*PE For quicker respc information on su 'Recenter on clict Show: Aerial Photos I 2004* Aerials I Lyil City Names R Street Names LAddress Numt I Lot Dimension *Mpls. aerials south of F from 2003 Lot lines different 1 to. Nk65 JUL, a .! � R ��M •M �� �N�N �FRor4T >� OR/] 7/20O6 it W r- rT I IO F t Z _ �.• I I �Ir' � 87 s7a2 � I � � - � - J �1 �LLj '.---...... e, Issas firer 1 _ _ :: POWER e,cePOLE . POWER d79. ...... 1 ® .85.60 / oLE' 0 '7600 't&".... POLE `Ij ten: .' - 7 .`, _ • m k7 8"�Eltl i o tl ..l • ••� .6 ym ' {no9e Eass.ent 'mm ebb /�� r '$'♦d''jb I 'i DUtility �r o ._-•• r .y' :.•� J� I. x:880. '�.1,9Ot� I - ,.i � d v 3 v, Co :,1 T' '• j;aMin ' � I 16'TAeple •{; ;= 6 S q I Setbock a �l c Cr 1 SCALE IN FEET = I r I ° c - •;i•'+ '�� I '_4 -,.t , r R `^i it ��t eaDa 5 dol I' 9 �j, 40 80 120 -.r — 24 r P ;325 `' — I ..._ _ ,m . eao . x . eso.e n A-V m z i ' ° I_L . ,—B , a_ sett Hoek T. nr " LEGEND O =Denotes Iron Monument Owner &Developer -Economic Authority of the City of Crystal, a public body corporate and politic. 4141 Douglas Drive N. W M; %.*YAn tet. rehn , nq 8 .- { Crystal, Mn. 55422 Art John Sutter Phone -763531-1142 . . 16"Bozetder m +. r ••' &.•• 878 IJI .-. ✓-' — — �" J -- Description: e r I J • • 7 FJm s • . - o '` s. o / 70.00 ( West 86 feet of the East156 feet of Lot 8, Sunnybrook Acres, Outlots 3 4, Hipps Valley View stI.LH 6.0 ( TvAn - • - -' _ Cld6ter_ 85.52.:... sn Elcept streettogether with and situate in mw=B60.97 _ E : 1a"a, _ • .. _ : r1e� 4 Addition, according to the recorded plats thereof, and ,27af •2.�:�8;eow ..-"'-- --"-- - rjlf.. _ .86-• -POWER �. g' PALE 89°31 08" Hen County, Minnesota. Hennepin my M� mz 9°3 ..'::................. m 6 4 tri 76 3•. - 18,01 sq.tt res Total Area 7 (D 41 Acres) v=862.1- CD -•- N89731'08".E 85.7.1 mom,:--•" • O � $ 0,0 Lot Areas: Storm Sewermoin �G R Boo ow '. St Storm Sewer in'• Lot 1, Block 1 = 7724 sq.R. St M •roP-Bss.ao •• MH Ch . San Ft °r ew' e3 _ Lot 2, Block 1 = 9436 sq.ft °n tory nr-B6D.09 >ewermo n, rte an NH �7. —_ 87653 m-a6e.23 ppro>amate and subject All lot distances area 1 ^o0Bss c -es7so to change on final plat 32ND m AVENUE m 1`t 0 • Basis for bearings is assumed. All lots to be served by City sewer and water. Current Property Address: 5720 32ND AVENUE N (� CRYSTAL, MINNESOTA Property identification Numbers. , .,t 21-118-21-24•O11394 • �� ^ { ` ' 21-118-21-24-0114 ... i _ _ ti • ` I 21-116-21-24-0115 Benchmark: Top Nut of Hydrant NE Quad of 32ND AVE N. and YATES AVE N. RIGINAL DATE June 13.2006 I HEREBY CER7IFYTHAT THS FLAT, PLAN, PREPARED BY: PRELIMINARY PLAT Elev = 871.80 feet, from ESIGNEo BY: SPM AMON OR REPORT WAS PREPARED LOT SURVEYS COMPANY IN City datum. 3RAWN BY: T.L.H. BY ME OR UNDER MY DIRECT SUPERVISION 71- AND THUL , LAND SURVEYORS CRYSTAL ECONOMIC HECKEDBY: G.R.P. s7oNs UNDER LAWS OF THE SURVEOF 7601 73RD AVE. NO. DEVELOPMENT AUTHORITY STA MINNESOTA BROOKLYN PARK, MN 55428 THIRD ADDITION Ph. (763) 560.3093 Fx (763) 560-3522 SWne Charles F Mira,. Reg No21753 /TERRY/SURD/[RT STAL3/RrNin.,ci Gregory R h. MlnrL Reg Nu.24992 F.B. 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E zr!' �1 POWER POLE c 30 a ai St MHS Top=865.34 inv=860.09 Sin Son MH Top=86621 inv=857.50 I Dr o i nage Easement ocl) `0 16"Elm > re my 'EI I 8 o c 881.2 "Elm; 80.4 : '•. i N o:� ,i•' I N 9"Boxelde�` r: ` -- m -- - sao_-- f - ------ I '° 3 SEASO c}o' .TWin ,! �\:'•' o as .6I o JT -� E PORCH N g�E I' 1.8"Maple ; `'Min 07 ufi 9 i8 ack ine 1 �{ 'r �I i 2 ¢ r, sao 15 i 12.1 a a 0.8 SII Opt 0 • IM 880.7 30.7 R A M P 0 1.-..: i e-1 o c 0--N c 12.5 c 880.7 N 5.2 e fr ` S - F R 880.4 , 15 m j C:) o w I An 880.7 r I NQ5720 N I 1 to be�removed 1 �d �-+ W S od I E-� i/) 32:1 I I ' .1 'El I 880.5; 88 I �--� •' ,r'' SGREEti �, 0.8 I I 1 �� o f W vX.0 r. 15"ASh i Z da 1.3hal I _ _ o 'n \��-Mi I g ildiSetbock Liner' -1 6 I I 884• I ..._ 0. oxelder I- 87S C12 St MH TOD=i3 -7-Eirri=4-__j :' i s . r- 877 t Q70.0 ------ -42.88 meQ:.. ---'- :8, 8s :_7n -POWE �•. 8T1: Cone' curb.-. 873.9 8903��'-08"W POLE `. 74. 4 C ''•.._ 43. 1• I 76.33•. v=862.,E o o.. N89.03 I T8'T 85.T1 meas:---------':: 0 `~ 86.03 plat ' . lid Storm Sewermain 57.6 � San . i••.t •. coa r S e werrna i n 1.40 32ND x e -i z AVENUE co San MH Top=876.53 inv=868.23 NO. SCALE IN FE # 10 2p I LEGEND 0 = Denotes Iron h EX. F 1 XXISTING HOUSE , c 875.6 576.2 .T'. _ ...._ NGW co. ------- ... - -_ .... _......_.. .:. ._�.... _. ............- .................------ $79 15fi.05 Plat ' & - wv :rheod :.•. �3QQ meow ---............COV4� 0o ence POWER POLE - II m> E "In So . Tapar n �Tv�!Elcn 10 i 8"Boxelder w -T- -Ut i I i ty and r=� '• -- ei. ----, ---- I :' 1 St MHS Top=865.34 inv=860.09 Sin Son MH Top=86621 inv=857.50 I Dr o i nage Easement ocl) `0 16"Elm > re my 'EI I 8 o c 881.2 "Elm; 80.4 : '•. i N o:� ,i•' I N 9"Boxelde�` r: ` -- m -- - sao_-- f - ------ I '° 3 SEASO c}o' .TWin ,! �\:'•' o as .6I o JT -� E PORCH N g�E I' 1.8"Maple ; `'Min 07 ufi 9 i8 ack ine 1 �{ 'r �I i 2 ¢ r, sao 15 i 12.1 a a 0.8 SII Opt 0 • IM 880.7 30.7 R A M P 0 1.-..: i e-1 o c 0--N c 12.5 c 880.7 N 5.2 e fr ` S - F R 880.4 , 15 m j C:) o w I An 880.7 r I NQ5720 N I 1 to be�removed 1 �d �-+ W S od I E-� i/) 32:1 I I ' .1 'El I 880.5; 88 I �--� •' ,r'' SGREEti �, 0.8 I I 1 �� o f W vX.0 r. 15"ASh i Z da 1.3hal I _ _ o 'n \��-Mi I g ildiSetbock Liner' -1 6 I I 884• I ..._ 0. oxelder I- 87S C12 St MH TOD=i3 -7-Eirri=4-__j :' i s . r- 877 t Q70.0 ------ -42.88 meQ:.. ---'- :8, 8s :_7n -POWE �•. 8T1: Cone' curb.-. 873.9 8903��'-08"W POLE `. 74. 4 C ''•.._ 43. 1• I 76.33•. v=862.,E o o.. N89.03 I T8'T 85.T1 meas:---------':: 0 `~ 86.03 plat ' . lid Storm Sewermain 57.6 � San . i••.t •. coa r S e werrna i n 1.40 32ND x e -i z AVENUE co San MH Top=876.53 inv=868.23 NO. SCALE IN FE # 10 2p I LEGEND 0 = Denotes Iron h EX. F � E O c , ` Lf)c LO V� co II m> n 1�`: W ,. r St MH L i Top=866.02 cu Twi inv=860.91 E c �4"Ejm t0 Kpla m= ,27.61. 90< m in St MHS Top=865.34 inv=860.09 Sin Son MH Top=86621 inv=857.50 I Dr o i nage Easement ocl) `0 16"Elm > re my 'EI I 8 o c 881.2 "Elm; 80.4 : '•. i N o:� ,i•' I N 9"Boxelde�` r: ` -- m -- - sao_-- f - ------ I '° 3 SEASO c}o' .TWin ,! �\:'•' o as .6I o JT -� E PORCH N g�E I' 1.8"Maple ; `'Min 07 ufi 9 i8 ack ine 1 �{ 'r �I i 2 ¢ r, sao 15 i 12.1 a a 0.8 SII Opt 0 • IM 880.7 30.7 R A M P 0 1.-..: i e-1 o c 0--N c 12.5 c 880.7 N 5.2 e fr ` S - F R 880.4 , 15 m j C:) o w I An 880.7 r I NQ5720 N I 1 to be�removed 1 �d �-+ W S od I E-� i/) 32:1 I I ' .1 'El I 880.5; 88 I �--� •' ,r'' SGREEti �, 0.8 I I 1 �� o f W vX.0 r. 15"ASh i Z da 1.3hal I _ _ o 'n \��-Mi I g ildiSetbock Liner' -1 6 I I 884• I ..._ 0. oxelder I- 87S C12 St MH TOD=i3 -7-Eirri=4-__j :' i s . r- 877 t Q70.0 ------ -42.88 meQ:.. ---'- :8, 8s :_7n -POWE �•. 8T1: Cone' curb.-. 873.9 8903��'-08"W POLE `. 74. 4 C ''•.._ 43. 1• I 76.33•. v=862.,E o o.. N89.03 I T8'T 85.T1 meas:---------':: 0 `~ 86.03 plat ' . lid Storm Sewermain 57.6 � San . i••.t •. coa r S e werrna i n 1.40 32ND x e -i z AVENUE co San MH Top=876.53 inv=868.23 NO. SCALE IN FE # 10 2p I LEGEND 0 = Denotes Iron h EX. F M E M O R A N D U M DATE: September 7, 2006 TO: PI Hing Commission (September 11, 2006 meeting) FROM: John Sutter, Planner and Redevelopment Coordinator SUBJECT: Public Hearing: Consider a Zoning Ordinance Text Amendment A. BACKGROUND While reviewing the application for the Applewood Pointe senior cooperative proposed for property at 3420 Nevada Avenue North, staff came to the conclusion that the building height setback requirement in the Planned Development section of the code seemed to contradict the purpose of that section. Therefore we asked the Planning Commission to continue its consideration of that application until we could bring back a possible ordinance amendment for Planning Commission consideration. At the same time, staff thought it made sense to take this opportunity to present some other possibly needed changes that have been noted by staff after 2'/2 years of working with the new zoning ordinance. Prior to Council consideration of any ordinance amending the zoning code, the Planning Commission must hold a public hearing on the matter. Notice was published in the Sun Post on August 31, 2006. At the September 11, 2006 meeting, the Planning Commission will hold the public hearing and make a recommendation for the City Council to consider at its September 19, 2006 meeting. B. STAFF COMMENTS 1. Clarify expansion of a nonconforming use. There are a fair number of duplexes scattered throughout the city that were built on single -family -sized lots. These duplexes are lawfully non -conforming so they may remain as they originally existed but may not be expanded. The city's policy goal is to prevent overcrowding in the near term and for these duplexes to eventually be converted into single family homes. For those duplexes with basements that were originally unfinished when the nonconforming use was created, staff has interpreted the code as prohibiting further expansion of the habitable space such as converting the basement into living space. We feel the code as written supports this, but it would be beneficial to clarify it so the city's policy goal is consistently upheld in the future. Please note that in situations where the use itself is conforming (i.e. single family house on a standard R-1 lot), they would not be prohibited from expanding the ZONING ORDINANCE TEXT AMENDMENT PAGE 1 OF 5 habitable space within the structure, even if the structure is nonconforming in some way (i.e. setbacks). Only in situations where the use itself is nonconforming (i.e. a duplex on a standard R-1 lot) are they prohibited from expanding the habitable space. Staff recommends the following changes to 515.01 Subd. 8: Subd. 8. (Amended, Ord. 2004-11) Nonconforming Uses. a) It is the purpose of this subsection to provide for the regulation of nonconforming buildings, structures and uses, hereinafter "nonconforming uses", and to specify the requirements and conditions under which nonconforming uses may be operated and maintained. The zoning code establishes separate districts, each of which is an appropriate area for the location of uses that are permitted in that district. It is necessary and consistent with the establishment of these districts that nonconforming buildings, structures and uses not be permitted to continue without restriction. b) The lawful use or occupation of land or premises existing at the time of adoption of this section may be continued, including through repair, replacement, restoration, maintenance, or improvement, but not including expansion, unless: 1) the nonconformity or occupancy is discontinued for a period of more than 1 year; or 2) any nonconforming use is destroyed by fire or other peril to the extent of greater than 50 percent of its market value, and no building permit has been applied for within 180 days of when the property is damaged. The city assessor will determine market value under this subsection. C) After a nonconforming use has terminated, any subsequent use or occupancy of the land, building or structure must be a conforming use or occupancy. d) No nonconforming use may be moved to another lot or to any other part of the parcel of land upon which the same was constructed unless such movement brings the non-conformance into compliance with this Code. e) A nonconforming use may not be changed to another nonconforming use. f) When any nonconforming use has been changed to a conforming use, it may not later be changed to a nonconforming use. g) A nonconforming use may be changed to lessen the nonconformity. Once lessened, the use may not be changed to increase the nonconformity. h) Alterations may be made to a building containing lawful nonconforming residential units to improve livability of the units, provided the alterations do not increase the number of dwelling units or size or volume of the building or habitable space therein. For any nonconforming use, any expansion of habitable space into previously unfinished portions of a structure is considered an expansion of the nonconforminIz ZONING ORDINANCE TEXT AMENDMENT PAGE 2OF5 use, unless the structure's dimensions or placement on the lot are the only reasons that it is a nonconforming use. 2. Delete provision allowing variances for `temporary' use of single family houses as duplexes. This is something that staff meant to remove from the previous zoning ordinance but evidently missed it during the re -writing process. It is problematic for three reasons: (1) It would allow variances to be granted for a use not otherwise permitted. This is contrary to the purpose of variances, which are supposed to be used only when there is an undue hardship unique to the property that require setbacks or similar dimension -related requirements to be adjusted so that the property owner has reasonable use. (2) "Temporary" means different things to different people, and this provision doesn't further define or limit the circumstances in which such a temporary use should be approved. (3) From a policy perspective, the use of single family homes as a two family dwellings can create all kinds of problems, including traffic, parking, storage, occupant loading, etc. Staff recommends deleting the following item c) from 515.05 Subd. 2: 3. Definitions. Staff recommends the following changes to 515.09, for the purposes of clarification and consistency with other provisions of the code: Aummebile Motor Vehicle Repair, Major. General repair, rebuilding or reconditioning engines, motor vehicles or trailers; collision service, including body, frame or fender straightening or repair; overall painting or paint job; vehicle steam cleaning. Aotemebile Motor Vehicle Repair, Minor. A use that is customarily associated with a service station, and that includes minor repairs, incidental body and fender work, upholstering, replacement of parts and motor services to passenger automobiles and trucks not exceeding 3/4 ton capacity, but not including any operation specified under "automobile repair -major." Lot Width. The horizontal distance between side lot lines In the case of irregularly shaped lots located on a cul-de-sac or curved street, lot width shall be measured at the required front and rear setback lines. Street A public right-of-way greater than 30 feet in width platted or dedicated for the purpose of accommodating vehicular traffic or providing access to abutting property. 4. Concrete floor requirements for garages & carports. The Building Official strongly recommends that the zoning ordinance require a concrete floor. While this may seem like one of those common sense things that everyone does anyway, the Building Official believes that it is only a matter of time before _ someone proposes a gravel, rock or bituminous surface for such a floor. Because the building code does not explicitly prohibit the use of such materials ZONING ORDINANCE TEXT AMENDMENT PAGE 3 OF 5 for that purpose, the zoning code is the logical place to add the requirement in all zoning districts. Staff recommends adding the following item to 515.13: Subd. 12. Any building used for the parking or storage of motor vehicles, such as a garage or a carport, shall have a floor constructed of poured concrete in accordance with construction standards approved by the City Engineer and Building Official. 5. Add hotels as a conditional use in the General Commercial district. The term "hotel" is defined in the code as a facility containing 4 or more guest rooms and offering transient lodging accommodations on a daily rate to the general public. However, it is not listed as a permitted or conditional use in any district within the city. This was an oversight in the drafting of the 2004 code update. The city should accommodate this use in some manner, but only in the C-2 General Commercial district because residential, neighborhood commercial or industrial districts would be inappropriate settings for such use. Staff recommends adding a new item o) in 515.49 Subd. 4: o. Hotels, provided that: L The property abuts at least 1 of the following street segments: • Lakeland Avenue between the Canadian Pacific Railroad and 58th Avenue North. • West Broadway between Corvallis Avenue and 56th Avenue North. 2) The facility shall be located at least 30 feet from any property zoned R-1, R- 2 or R-3. For the purposes of this section, "facility" means any building, accessory outdoor recreational facilities, or part of the lot where the city council determines that it is likely that vehicles will be driven, stopped, or parked as part of the operations of the hotel. 3) The city council finds that there will be adequate screening and buffering between the establishment and adiacent uses. 4) The city council determines that all applicable requirements of subsection 515.05, subdivision 3 a) and section 520 are considered and satisfactorily met. 6. Modify the building height setback requirement in the Planned Development district. During our review of the proposed 4 -story, 75 -unit Applewood Pointe senior cooperative, it was noted that the building would have to be shifted approximately 30 feet south and east to conform with the current requirement that buildings cannot be closer to a street or residential district than their height. This caused staff to ask the Planning Commission to continue its consideration of the Applewood Pointe project to give us an opportunity to do some research about this requirement and how other cities' ZONING ORDINANCE TEXT AMENDMENT PAGE 4OF5 codes would apply to a similar project. Staff reviewed the pre -2004 Crystal zoning ordinance as well as the ordinances from our five adjacent cities. The following is a summary of what we found: ■ The pre -2004 Crystal zoning ordinance had an almost identical building height setback requirement, but only when abutting R-1 or R-2 districts. ■ Robbinsdale has a building height setback requirement, but only for the rear or side setbacks when abutting R-1 or R-2 districts. ■ New Hope has a building height setback requirement, adding 5 feet of setback for each floor over 4 stories or 10 feet in height over 40 feet, but only for the rear or side setbacks. ■ Golden Valley has a building height setback requirement, but only for the rear or side setbacks when abutting a single family zoning district. ■ Brooklyn Center requires that the setback be twice the building height, but only when abutting R-1 or R-2 districts. ■ Brooklyn Park does not have a building height setback requirement, although buildings may only exceed the three story, 40 foot maximum height if the Council determines that there is adequate separation and off-site impacts are mitigated. It appears that building height setback requirements are typically imposed when the abutting property is low or medium density residential. Also, the lack of flexibility is also contradictory to the very purpose of the Planned Development district, especially considering that Crystal's building height setback requirement is in addition to the standard setbacks in the underlying zoning district. Staff recommends the following change to 515.57 Subd. 3 f): f) The minimum setback for all buildings within a PD from any property line directly abutting a street, railroad, or residential district is 30 feet, except that in no case shall the minimum setback be less than the height of the building or more than 100 feet. The City Council may waive the building height setback requirement if the abutting property, or property located directly across a public street, is used for recreational, institutional, commercial, industrial or high density residential purposes. Building setbacks from internal public streets will be determined by the city based on characteristics of the specific PD. Parking lots and driving lanes must be set back at least 5 feet from all exterior lot lines of a PD. C. RECOMMENDATION Staff recommends approval of the proposed zoning ordinance changes described in items 1-6 above. The Planning Commission is asked to make a recommendation on the request for City Council consideration. The City Council would consider first reading of a zoning ordinance text amendment at its next regular meeting on September 19, 2006. ZONING ORDINANCE TEXT AMENDMENT PAGE 5 OF 5 M E M O R A N D U M DATE: September 7, 2006 TO: Planning Commission (September 11th meeting) FROM: J5�`John Sutter, Assistant Community Development Director SUBJECT: Public Hearing: Consider Application 2006-20 for Lot Division at 5354 Douglas Drive North. A. BACKGROUND In July 2006 the Planning Commission and City Council approved several variances and granted generalized site plan approval for TMC Equities LLC ("TMC"), owner of three apartment buildings at 5324-5332-5340 Hanson Court, to build detached garages for the apartments. As a result of that generalized approval, TMC has been working with private utilities and city staff to work out the remaining details and find a solution that will allow the garages to be built. One of the issues was the need to move the lot line between the apartments and the city's fire station at 5354 Douglas. The city has approved the sale of the southeast 5 feet of the fire station property to TMC for combination with the apartment properties; this would have the effect of moving the lot line 5 feet northwest of its current location. The following Exhibits are attached: A. Hennepin County aerial photos showing the apartments. B. Hennepin County aerial photos showing the city's fire station property. C. Site plan showing the location of the current and new lot lines between the apartments and the fire station property. Staff recommends Planning Commission approval of Application 2006-20, subject to the following conditions: The new parcel comprising the southeast 5 feet of 5354 Douglas shall be combined with the three apartment parcels, 5324-5332-5340 Hanson Court, into a single parcel to include all three apartment buildings and the new detached garages. ■ A drainage and utility easement shall be provided 5 feet on either side of the new lot line. The City Council will consider the proposed lot division at its September 19, 2006 meeting. HCPropertyMap M x J 6 out Ck in La spoil. 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Prnr.or+v DAriracc nn� vii o Tnt�I T- 19nnri cn hennenin.mn.us/nublicnareelimage/hcnronertvman.asnx.-elD=0911821220036 Page 1 of 2 How to use Map To zoom in farther, clic the zoom bar. (Lot dime PROPERTY SEARC For quicker respc information on su 'Recenter on clic4 Show: (_'Aerial Photos I *? 2004* Aerials I R City Names 0 Street Names Address Numt *Mpls. aerials south of F from 2003 Lot .line_s___diff_ere nt f 07/25/206� HCPropef fap Hennepin County Property Map Give usy_our feedback or-suggestions HennepinCo_u_nty_surv_eyor_map products Recenter on click ®'Yes No Last update: 2/24/2006 at 3:30 PM -- READ IMPORTANT DISCLAIMER INFORMATION BELOW click _fo.r deta_i_led information_ on this. parcel Property ID Approximate Property Approximate Property Perimeter Area 09-118-21-22-0036 846 ft. 35,995 sq.ft. = 0.83 acres D"'.0" AA—L—f \1a1— Tn+ol T— r,)nna\ p 1 of 2 How-to use Map PROPERTY sEARCImmmi For quicker respc information on su 'Recenter on clic♦ Show: t_) Aerial Photos i*? 2004* Aerials i 0 City Names Street Names Address Numt Lot Dimension *Mpls. aerials south of F from 2003 Lot__lines different f Aerial_photos look httD://wwwl 3.co.hennepin.mn.us/publicparcelimage/hcpropertymap.aspx?PID=0911821220036 07/25/2006 I �I PARKING SETBACK PA ING S ,4LLS=` 1-011 1n 1_131110'-01-p- - 1' 10'-01 I110�. I v 0 PA ISG S h EXIST. WELL TO REMAIN d �) BE PROTECTED. r) /1 /1 a n UN -E ,1 X11 c,O CIO5 SINGLE I I 8 SINGLE GARAGE STA GARAGE STALLS I I I ILS-�rJII - ---- ctlloJl VC `;IUIRE I'tES7Af3RiC — — — — DUMPSTER ENCLOSURE \- BITUMINOUS PARKING AREA- A TO BE REGRADED d REPAVEI:) —� (V 1 11 1 II I 11 221-011— 22 -0 221-011— 22 -0 — 22 -0 i P WING STALLS '/46.8////// Certification /46.8 N D m EXIST. WD BUMPER H P A1 D � U � s" APPLICATION SUBMITTAL STOP- TYP. SI N N z j CD w >m C'n --p 4T NSODg Dm CD u Z D D M 'D WALK D U N D Z N Z DfTl O N Z e —i in J n J O v J J C 0 C D cn r;;7 C) � < G7 G) q— PARKING BREAKDOWN ON -GRADE IN -GARAGE TO EXISTING 32 SPACES - 32 PROPOSED 15 SPACES Il STALLS 32 SITE PLAN 1' = 20'-0' 244.90 C-UeRE7�4T L0 -T U N. E III 1 x � DOUBLE %RAGE STALL TYP. B6-12 - CONC. CURB TYP. 4" WHITE ,PAINTED STRIPE 22'-0" 46.8" TYP. 86 -12 CONC. CURB �" -34 mtb 200 Ytu�rpoW Ytanaof�'06 Phone (703) 537-717, Pa= (70.1) 033-79" Consultant. Certification N D m / a X D � U � VARIANCE/VACATION APPLICATION SUBMITTAL m = O N z j CD w (f) / � O F- u Z / 46.8" TYP. 86 -12 CONC. CURB �" -34 mtb 200 Ytu�rpoW Ytanaof�'06 Phone (703) 537-717, Pa= (70.1) 033-79" Consultant. Date: O&A6106R Dema BY: Dr- Mmote6 ar ocr.P Job ifs bo C-1006 Sheet Information am PLAN A3 V W Certification N O Project Information VARIANCE/VACATION APPLICATION SUBMITTAL GARAGES Revisions 08-31-08: ADD® 5'70 ME Date: O&A6106R Dema BY: Dr- Mmote6 ar ocr.P Job ifs bo C-1006 Sheet Information am PLAN A3 V W M E M O R A N D U M DATE: September 7, 2006 TO: Planning Commission (September 11th meeting) FROM:ohn Sutter, City Planner co��J SUBJECT: CONTINUED FROM AUGUST 14, 2006 MEETING: Consider Application 2006-14 for Planned Development (Preliminary Plat, Rezoning, and Site & Building Plan Review) for a 4 story, 75 -dwelling -unit senior cooperative on a portion of the property at 3420 Nevada Avenue North. A. BACKGROUND The subject property is an 8.216 acre site owned by Olivet Baptist Church. It is addressed as 3420 Nevada Avenue North (P.I.D. 20-118-21-21-0008) and legally described as Lot 2, Block 1, Mount Crystal Addition. United Properties and Olivet Baptist Church have submitted a Planned Development application for a senior cooperative ("Applewood Pointe") to be located on 3.747 acres generally located at the southeast corner of 35th and Nevada Avenues, west-northwest of the existing Olivet Baptist Church building. The specific elements of the application are as follows: ■ Preliminary Plat of Applewood Pointe Crystal, which would divide the subject property into two parcels: Lot 1 (3.747 acres) for the Applewood Pointe senior cooperative, and Lot 2 (4.469 acres) for the existing Olivet Baptist Church. ■ Rezoning of Lot 1 from R-1 (Low Density Residential) to R-3 PD (High Density Residential Planned Development). ■ Site & Building Plan Review to construct a 4 story building with 75 dwelling units on Lot 1, together with various site improvements including parking and landscaping The property is presently zoned R-1 Low Density Residential. A Comprehensive Plan Amendment was approved by the City Council on June 20, 2006 to change the future land use designation of Lot 1 from Low Density Residential to High Density Residential. The proposed R-3 zoning would be consistent with the new Comprehensive Plan designation; the proposed Planned Development zoning would provide flexibility regarding particular provisions of R-3 zoning including a 3 story building height limit. Notice of the public hearing was published in the Star Tribune on August 5, 2006 and the Sun Post on August 10, 2006. Notice was mailed to all Crystal property owners within 700 feet of the subject property, and was also mailed to the City of New Hope for them to notify property owners in their city. PLANNED DEVELOPMENT - 2ND PLAN COMM MEETING - APPLEWOOD POINTE (3440 NEVADA) PAGE 1 OF 5 The following Exhibits are attached: A. Parcel address map showing the subject property and notification radius. B. Aerial photo showing the subject property. C. Narrative submitted by applicant. D. Comments received from West Metro Fire Rescue District. E. Illustrated rendering of overall site plan. F. Survey and Preliminary Plat prepared by Sunde Land Surveying. G. Civil engineering plans prepared by MFRA. H. Landscape plan prepared by Brauer. I. Building plans prepared by JSSH Architects. B. STAFF COMMENTS 1. Preliminary Plat. The Applewood Pointe Crystal preliminary plat would be in full compliance with the requirements of city code, provided the proposed site improvements are installed as shown on the other submitted plans, and provided that Lot 2 is subsequently combined for zoning and property tax purposes with the adjacent ball field parcel also owned by Olivet Baptist Church. The ball field parcel is addressed as 3415 Louisiana Avenue North (P.I.D. 20- 118-21-24-0017) and legally described as Lot 3, Block 1, Mount Crystal Addition. The church parcel combination is necessary for its boundary with the development site to be considered a side yard (min. 15' setback) instead of a rear yard (min. 30' setback). Such a combination can be accomplished administratively by city and Hennepin County staff. It would yield the following two parcels: Applewood Pointe Senior Cooperative (the development site): Proposed address: 3440 Nevada Avenue North. Proposed legal description: Lot 1, Block 1, Applewood Pointe Crystal. Olivet Baptist Church: Proposed address: 3420 Nevada Avenue North (same as current church parcel). Proposed legal description: Lot 2, Block 1, Applewood Pointe Crystal and Lot 3, Block 1, Mount Crystal Addition. City code requires that a fee in lieu of park dedication be paid at the time the Final Plat is approved. The fee is $1,000 per dwelling unit, or $75,000. Fees paid in lieu of park dedication are placed in the capital fund for improvements to the city's park system. 2. Rezoning of Lot 1 (3440 Nevada) to a High Density Residential Planned Development. As previously discussed, the area corresponding with Lot 1 was recently guided for high density residential development of up to 22 dwelling units per acre. The proposed density is 20 dwelling units per acre. The building height would be 4 stories and approximately 60 feet. In the R-3 district, the maximum building height is 3 stories or 40 feet. The added Planned Development designation would allow the height limit to be exceeded. However, PLANNED DEVELOPMENT - 2ND PLAN COMM MEETING - APPLEWOOD POINTE (3440 NEVADA) PAGE 2 OF 5 would be an issue. The use of 35th Avenue, as an exit only, and only for residents leaving the basement garage, is appropriate for the site and surrounding uses, and is not something warranting modification. d. Pedestrian access. Presently the site is not served by any public sidewalks. The sidewalk policy plan adopted in 2004 shown the need for a future sidewalk along Nevada Avenue from 32nd to 36th. The City Engineer is recommending that the developer be required to install a sidewalk along Nevada Avenue on the west side of Lot 1 (approx. 660 feet). However, this requirement only makes sense if the city completes the remaining 1,980 feet of that sidewalk segment. The City Engineer would propose using state aid funds for the city's segment. The sidewalk would be 5 feet wide, located directly behind the curb, and would be maintained and plowed by the city per standard practice. e. Utilities. Water and sanitary sewer would be provided from existing mains located under or adjacent to Nevada Avenue. Storm sewer connections would be made on Nevada Avenue and at the intersection of 35th and Nevada. On-site storm water ponding would be required; a separate application is being made to the Bassett Creek Watershed. Private utilities (Centerpoint, Xcel, Qwest and Comcast) would be provided underground. f. Landscaping. The landscape plan includes 18 shade trees, 17 evergreen trees, 15 ornamental trees, and various bushes and shrubs. Staff finds the landscape plan generally acceptable but would require three additional shade trees as noted on the plan. Also, sodded areas must have an irrigation system. The plan shows a viewing bench just north of the storm water pond, and garden plots located at the east end of Lot 1 between the church and 35th Avenue. These amenities fulfill the requirements of city code for on-site outdoor recreation space. g. Proposed building. The building would have four floors on top of the basement garage. The 75 dwelling units would range in size from 835 to 1,634 sq. ft. gross floor area. There would be 1 - 1 BR unit; 4 - 1 BR+den units; 41 - 2BR units; and 29 - 2BR+den units. There would also be various common areas including a great room for events, screen porch, sun room and game room. Exterior materials would be a mixture of cultured stone and vinyl siding in a variety of patterns. The gabled and hipped pitched roof does add to the building height, but staff believes it does so in a manner that helps soften the building's appearance. It also encloses the tops of the elevator shafts and other possible rooftop equipment. Other than the comments provided separately by West Metro Fire Rescue District, staff has no concerns or suggestions regarding the building. h. Ownership structure. The project would be a cooperative ownership arrangement, whereby residents own a pro -rated share of the entire facility. This ownership structure is becoming increasingly common in the PLANNED DEVELOPMENT - 2ND PLAN COMM MEETING - APPLEWOOD POINTE (3440 NEVADA) PAGE 4 OF 5 it also requires, without exception, that the building setback to be increased to match the building height. The submitted proposal shows a minimum setback of 30 feet. United Properties has been unable to make the project work on this site in a way that complies with the building height setback requirement. Staff believes that this project revealed a flaw in the code that needs fixing. Therefore we have recommended approval of a Zoning Ordinance text amendment that would eliminate this additional setback requirement from the Planned Development section of the code. If this amendment is adopted, the site and building plans may be approved as submitted. 3. Site and Building Plan Review. a. Maximum coverage and floor area. The maximum hard surface coverage is 60%; the proposed hard surface coverage is 50%. The maximum floor area ratio is 1.0; the proposed floor area ratio is 0.8. b. Parking and driving areas. The plans show 75 garage spaces in the basement of the building plus 39 surface parking spaces in the area east of the building. City code requires only 1 space per dwelling unit for senior housing, of which at least 50% must be within a building. The project would provide 1.5 spaces per dwelling unit, of which 66% would be within the building. All surface parking spaces are at least 9 feet wide and 18 feet deep. The proposed two-way drive aisles would be 24 feet wide (which is our minimum); one-way aisles would be 15 feet wide (our minimum is 12 feet). It should be noted that the proposed changes on the church property may reduce the parking below the minimum required by city code. If so, this project would need to include construction of additional parking areas on Lot 2. Staff has received an inventory of uses from the church but has not yet determined the parking requirements under city code; we will do so prior to the Planning Commission meeting and present our conclusions at the meeting. C. Vehicular access. The main access point, for all visitors plus residents entering the basement garage, would be on Nevada Avenue which is a 40 foot wide state aid street. 2005 counts showed 1,054 trips per day on this segment of Nevada Avenue. This traffic volume is far below the design capacity of the street. The secondary access point, for residents leaving the basement garage, would be on 35th Avenue which is a standard 30 foot wide local street. No counts have been done on 35th, but the traffic volumes would be well within the limits for a local street. Concerns about existing cars and headlight glare have been expressed by the owner of the Barcelona apartments directly across 35th Avenue from the site. Staff believes that the nature of the proposal (senior housing) will minimize the amount of traffic exiting onto 35th Avenue, especially after dark when headlight glare PLANNED DEVELOPMENT - 2ND PLAN COMM MEETING - APPLEWOOD POINTE (3440 NEVADA) PAGE 3 OF 5 Twin Cities region, especially in projects tailored to the desires of active, independent -living seniors. C. RECOMMENDATION Staff recommends approval of the application because it is consistent with the Comprehensive Plan and requirements of city code, subject to adoption of the zoning ordinance text amendment eliminating the building height setback requirement from the Planned Development section of the code. Planning Commission action is requested. The City Council would consider the Planning Commission's recommendation at its next meeting on September 19, 2006. 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(Lot dime 11 PpRaPERTY $EARL For quicker respc information on su 'Recenter on clicl Show: _)Aerial Photos I t®? 2004" Aerials City Names ❑v Street Names RAddress Numt *Mpls. aerials south of F from 2003 Lot lines different f Last update: 2/24/2006 at 3:30 PM -- READ IMPORTANT DISCLAIMER INFORMATION BELOW C._I..isk..fo.r._Beta.i.led_information_onthis_parcel Property ID Approximate Property Approximate Property Perimeter Area 20-118-21-21-0008 2,436 ft. 359,139 sci t. = 8.24 acres EXHIBIT B:/nuhlicna.reelimage/hcnronertvman.asnx?PID=201 1821210008 08/10/2006 July 21, 2006 Mr. John Sutter City Planner City of Crystal 4141 Douglas Drive North Crystal, MN 55422-1696 Dear John: Enclosed please find our submittal package for the proposed Preliminary Plat Building Permit and Planning Development Agreement for a new 75 unit senior cooperative at 3440 Nevada Avenue North in Crystal, MN. Included in this package is a copy of the application check, preliminary plat, architectural site plan, floorplates, building elevations, along with the grading, utility, and landscape drawings for the proposed property. John, you will see we have modified the site plan from previous conversations; we have moved the property boundary on the North side of the school to allow the church to retain 15 additional stalls. Oliver Baptist Church will be supplying you with a list of their existing parking to be deleted due to our development along with the seating capacity of the sanctuary and a list of all the uses currently used on the church property. After the determination has been made in regards to the amount of parking stalls, we will work with Oliver Baptist Church and the City of Crystal providing the necessary parking stalls in convenient locations to accommodate those uses. John, I will also be providing you with 30 books showing the existing locations and renderings or pictures of the five other Applewood Pointe projects to forward to the Planning Commission and the City Council. If you have any questions regarding this submittal or need additional information, please feel free to call me. Best regards, C Tony Kue Project Manager Development PE Enclosure ~ TJ K/j Ik m X W 3500 American Blvd. W., Minneapolis, MN 55431 • 952.831.1000 • fax 952.893.8206 • www.uproperties.com #6 Narrative United Properties is requesting preliminary plat, building permit, and PUD Agreement approval for an approximate 75 -unit senior housing cooperative at 3440 Nevada Avenue North in Crystal. This approximate 75 -unit senior housing facility being referred to as Applewood Pointe Cooperative of Crystal will be the sixth Applewood Pointe Community development United Properties has completed in the Twin Cities metropolitan area. United Properties has conducted various market studies and focus groups for the Crystal area, and found the senior housing facility of Applewood Pointe Cooperative of Crystal to be favorable. Cooperatives meet the needs of senior who are (1) looking for an easier place to live, (2) are not yet ready to pay for extensive services, (3) want to retain benefits of ownership, and (4) want to live in a home that will adapt to their aging needs. The design concepts; adaptable with aging needs, interior circulation and extensive community facilities, all housed in a building owned completely by its residents, have provided a highly desirable response to those needs. The typical resident's age range averages from 56 to 92 with a profile of an independent and mobile senior that will relocate within 5 miles of the site. This person is typically moving out of single family home within this 5 mile area. Some of the typical amenities include community room, community kitchen, craft and exercise room, workshop, guest room, heated parking, and library. The proposed Applewood Pointe Cooperative of Crystal will sit at the southeast corner of Nevada Avenue North and 35th Street north adjacent to the Olivet Baptist Church. This will be a 4 -story building that will include all of the amenities listed above. There is one underground parking stall for each unit, with 39 additional parking stalls for guests and visitors. The exterior of the building will be a mix of stone, glass and various siding materials. The grounds of this 3.7 acre site will be extensively landscaped per the attached landscape plan. WEST METRO FIRE -RESCUE DISTRICT Serving the Cities of •Crystal *New Hope 4251 Xylon Ave N. New Hope, MN 55428 Voice 763.537.2323 Fax 763.537.5333 August 1, 2006 JSSH Architects, Inc. 14525 Highway 7, Suite 375 Minnetonka, MN 55345 Re: Architectural Plan Review for Applewood Pointe, Crystal To Whom It May Concern: A preliminary architectural plan was reviewed on 08-1-2006, for a building at 3420 Nevada Ave North and has been completed by West Metro Fire Rescue Prevention Staff. The following items shall be addressed per the 2003 Minnesota State Fire Code, NFPA standards, and West Metro Fire Rescue District Policies: 1. Provide a utility plan showing where the hydrants are located, where the water will be coming into the building. 2. Per District Policy, the hydrant provided shall be within 100 feet of the fire department connection. Please provide location of fire department connection. West Metro Fire - Rescue -Districts will be requiring the fire department connection to be located by the front entrance. 3. The building shall be fully sprinklered for a R-1 occupancy. MSFC Section 9032.7. 4. Standpipes are required for buildings that are 30 feet or over 3 stories in height per MSFC Section 905.3.1. When hose connections and hose racks and reels are required by Fire Code, the Fire Prevention Staff shall require deletion of these with the substitution of Class I standpipes located .at exits as equivalent protection. The Fire Prevention Staff shall approve where the hose connections will be located. 5. Per West Metro Fire -Rescue Policy in apartment buildings where the horizontal travel distance is over 100 feet, the District shall required standpipes every 100 feet to ensure that the fire fighters can reach each unit. 6. Provide square footage of the building in order to figure out what fire flow will be required and how many hydrants will be required per code. 7. The water main going into the building shall be split into two separate water mains for domestic/fire. www.westinetrofire.com Z X W Preliminary Plan review for Applewood Apartment August 1, 2006 Page Two �- 8. The fire lanes shall be reviewed once the hydrant locations shown. To start out with the circle area shall have fire lane signage on both sides of the circle. The access driveway to the garage entrance to 35th will need to verify width of the drive. If under 20 ft will need to be fixed. There is a possibility that fire lane signage will be required at this driveway. 9. A fire department lock box shall be provided. Order info and mounting location will be provided by Fire Inspector. The lock box shall be located by the fire department connection. 10. The address shall be visible from the address side of the building or if not the address shall be located out near the address street side. 11. The travel distance for egress should be re-evaluated for each floor. MSFC Section 10042.4 requires R occupancy to be no more that 250 feet when the building is sprinklered. This appears to be really close. May need to add a middle egress. 12. Fire alarm system is required for a R-1 occupancy. MSFC Section 907.2.8. 13. It appears that there is a possible dead end on each end of the hallways on each floor. This shall be re-evaluated and adjusted if need be. Dead ends shall not be more than 20 feet. MSFC Section 1004.3.2.3. 14. All mechanical, electrical and sprinkler riser room doors shall be labeled. If you have any questions or concerns, please call Prevention Staff at (763) 354-7784. Sinc rely, JA Shelby Wolf Fire Inspector - + _ APPLEWOOD POINTE _- w.a. w — La.a f !`i° ,0 'd� ,r r } •.+a �a.wsw..� E PROJECT AREA r 11 y ( 77, PP { i q � 1 t i ,� lk t r�, r PrUf f i I�pl ,qat I-4 .'� ••� '°� � yg �i g ;��, � wk�����P{�9, h7�4�,� arrLl �����•r I---I� I �,..t4;�"''"� ; �,e.�;�'«° t a�.k d }�� � tk,«�'""•_,,,� f " 91 a) POINTS OF INTEREST: a' Pond overlook with swinging bench D -ti UNITED Community warden space 'i PROPERTIES _ r DATE. 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WHICH MIGHT BE OCCASIONED BY HIS OR HER -All TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). `Aa xcn\w� ccn V •s\o+o�Nc\%x,u\P60 EXISTING CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB LINE EXISTING TREE LINE EXISTING LOT LINE EXISTING RIGHT OF WAY PROPERTY UNE 7210 ------ -sr NY C8 5� MH—sAH s 8 C/P W W_ GAS —VGE - 0 40 80 SCALE IN FEET C - zlv I IT e I @ I / Y II a I (/ a a b MIT , a I c� gr +- dI I I / �� • - 4k, 13 Ii ' � IT e R4 a ,@ T o„s g a 19079 47E 63.2 MEAS / ;g ZI a ` ,y, :--�='------- --- -- —�- _ _ L-zu-• � � __-__-____ -�,.--sem-=_-_ � \�I � as �� .ro__� .9,.-'�__ __.;•__— —_3 =� Vie= =_ --�__ 1 1 a a 6 a a•a• I . --• __` @ ,g —,,, "$-y'p-- --- _ --_ _ _ 11 111111111 1 l a V I '(D : " � 'x_ III, 111111 III ISI � • .° @ � ���/ • \ sL.@ : @ a i�� � \\ $ qll 11111)11 III � I` ---. 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" a E 6 $ " .� a g a � m= DIE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PIANS IS A UTIUTY QUALITY LEVO. D. THIS QUALITY LEVEL WAS DETERMINED tCCOROING TO THE GUIDELINES OF CRASCE 38-02 TITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING ,UBSURFACE UTILITY DATA' THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE 714E EXACT LOCATION OF ALL EXISTING J nUTIES BEFORE COMMENCING WORK. BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR MRD/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. WHICH MIGHT BE OCCASIONED BY HIS OR HER -All TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). `Aa xcn\w� ccn V •s\o+o�Nc\%x,u\P60 EXISTING CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB LINE EXISTING TREE LINE EXISTING LOT LINE EXISTING RIGHT OF WAY PROPERTY UNE 7210 ------ -sr NY C8 5� MH—sAH s 8 C/P W W_ GAS —VGE - 0 40 80 SCALE IN FEET C Q — xca6T6 R p — 8 tt —1s_ Q_f— _ — — — — — -- 5 DEMOLH Ae b R�/E 6�fl L.F.-- CO � �l �\ REMARK n �llyc G}TTER I— / �lV Ei�'�D�i—�-M rlV— i AYTf — / a a a a ' �uz� A 3 _' _I I' � i �_, ` 3 \ / \ € / Q » "a ifR WAW 1 I �` "»�'C\', 11 ; Q Q Q Q Q• I // l _g -__-=_==__� _ - I#1,,'I,Illl,ill l,il, FIE 921.00 / i- \ \ y �`\\\ illllill II 11 LIFE = 9ti.27_ � III II Ig Q c I I I1 -- /N ~O w I Illy 1111 11 II &� I �` to• � \ � \� `x »ks I � ---REMOVE TREES co II �111�II I lllil IIII '\ I I 1 I � e / \ • ---- - � \3r� - � � I 'I'I'I III p REMOVE STORM SEWER ' I / `L7 1 €€s1 IIII 111 EM&E MH------- +u h1 I 1 I I I I I /i ; ��- - �, � � Aro•�.Yao'e;_ pg ` �� I I I �}.II I I I I I 1 1 a -^y $I \ a I j111TT1 II 7111 1 I . \_- - %�,, ..•.�6...,..�,�\ ",3 aM Ammer \ 'i IIII�I II 1 \ \ .\\ --'- 1.-- \\i`ey �' _H ------ 'y 11 I II111 IIII i� 1 1 1 F \" •� rJ \ LLI �I 1 1 1 1 ' \ AvndarE O IIII j I'` `.`\RC1 QOM , ms 74F 7: � I I I � • \ \ \ "8l • v:, ate• ' ,'� 1 � III I$I I I \ $ `\ a/ IIID 1 m IIII IIII II I �\ "° III I I s"+ A ° a is�'J^ sg•'� a \ \ \\•• \\-�\•\ \ - ,� I �71IIIIII II 1111 » I AL '."` \ \ •\ \ \ 1 d U '` ?F-�_ I IIII 111 I III � � / ._ •�. vv �� W v Av ` vvAv ;vv � p vv V v v 1 I 1 8g1111 111 1 I IjIjTl111 II e 9' \ -` � I Illilill 111 111j11l� IIITI `' / /s• ' - vo ` v vA _ I 111 I IT i III � s �� Q v �' • D Iz \• \ \ � t � I I III 1 111 1 � i� " ��: �a I - � ��\ 3 � \ \•�' � 1 ® I ��Ijll III I / .� I I I;eM �' a� %,. r ' Q \ n •. .. `\ \ •^ I ®111 I I II11 // I \ Ta I / �� ��"+// _— w--- �//—�\� � _g� o�a $�4 » � \\\\ \ \ 4e� pQ- �� - Q €a•wg � §\, \\ \ `acx � 8 /� u� /�1jI � i; I i I I �» F Q pg•" 9= \\ \\ ? -,L, a � I \ �� Q.."Q.,tt • \.�.. a �� A. 3y Q � \ au. +\ � \ \\� : "; � �/i .x'`rjr /tel 11 Bim`hh (- 1 / _ • Q3 Q ? ? _ 'rya Q » QI a s s/ a •�y, I/ I IIS I e I / 11 -M;L uxx Z. ¢°M` •Q Q- 1 Q ox I G t* a N >r - ••s >�i `� IP1,11 1� 1 1 / AeTe I / •h h s Q a ^,• 1 11 EQI •/ li � B 3� s s a 1 "tt Q & � Qc Q / / � • / i�rl�-41 I' � I I N 11/� '•'I w I 1 un H--2 1 errrr ... ��— / aiTouixous i /� I • � Ta � 8 � - 9 A—sr -` a----�_ `_--; s --g_ -= ----a --� ---Q s °» F - i �--- ----- -�- -� _---- -�---- �- -gym'------�'-- e _� i 3 »€ � l -- --- — — — — — — _ -----� ----- —_— _ - _ Y'1� $' � i' aex. � aar � '��° � _ — — — _ — — — �— ,. �'� a+v= Aar seW � � — � � •I ° � 1 { d' / / (Q� --_ =\._ J d � �A - / , \I � r ZaT td s QAp iQ �e Q�( Q "r 1 sIT o E$i/ a�}/�i t�—' .��• �i�l= - c— - — - — t1— - —�z -_- — - -� - — — R (� p ���� q ME SUBSURFACE UBUTT INFORMATION SHOWN ON THESE PLANS IS A UMUTY OUAUTY LEVEL D. TNS OUALTY LEVEL WAS DETERMINED CCCCROING TO THE GUIDEANES OF CIIASCE 78-02 TITLED 'STANDARD GUEEINES FOR THE COlECTION AND OPICTION OF EXISTING iUBSURFACE UTIUTY DATA' THE CONTRACTOR AND/OR SUBCONTRACTORS SHAD. DETERMINE THE EXACT LOCATION OF ALL EASING ITIUTIES BEFORE COMMENCING WORK, BY CONTACTING ME NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR WD/ORSUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. WHICH MIGHT BE OCCASIONED BY HIS OR HER 'ALURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTIURES (UNDERGROUND AND OVERHEAD). \aoiR+x\0x'+603]\a.y\6xraxcmxw\�+xu\+son-0 LEGEND EXISTING CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB LINE EXISTING TREE LINE EXISTING LOT UNE DENOTES ITEMS TO BE REMOVED —sr MM 1270 _ CB p— —SAN 5 s —UGE- 0 40 80 SCALE IN FEET C 22 V - \ \^ \ -\ \§v \ ^ a \ \ \ .•,. d MARK n\ g \ "^C`° n\ xx x \ I INHA. — Il � 143 iT f?N // // // // f3 _ r - � �_ .fie.- \ _\ �; \� � �♦y, S �I,,i � � B •3 I s21 6 li • � � \ •eo `193 --_._ — _-.vim— _-- — —_ __. _ __ _—___ ____—__— $� III I F 150 Hn I I / �j a c----- FFE= 921.00 DIY \I\ 1 j l li 111 I I I / c LFE111IIIII 1111 IY s .o 1 IIIIII III II L ILII ILII II 4.5RM>gI aapEn— _ _ II 1111 1 111 111 1 111 1 III Ill H1 -27P >>> > < 1 I I1 11111 I \ •v Y 92D.4Tc I 111111 ILII 11 / 9'.Il{. W 0'x'>• 'a 919. N9.� .92 \ II 1 I \___ � 9 m1 • VV- HC �� \\ II II III II 913 9 .S 919 HCIII 01A6 92 m37 Q 11i 1 11 ( � 1 �f r p ;50 --_ �gA�r 905 E \ a a l• a I 1111 II$ 8 \ KA: If " -- a it IT Ill ,17 I 9 / F.� � •,� d n d 1 II�1 1 \I ¢ III —---- _'�'____________ -- ------------------- __- - Ir �n THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY DUALITY LEVET. D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CPASCE 38-02 TTI.ED -STANDARD GUmE -NES FON THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE U7IUTY DATA- THE CONTRACTOR MD/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTURES BEFORE COMMENCING WORK, BY CONTACTING THENOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/M SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UMUTIES SITE GRADING NOTES A PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE B THE CONTRACTOR IS CAUTIONED THAT -THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL THIS OUALNY LEVET. WAS DETERMINED ACCORDING TO THE GUIDELMES OF Cl/ASCE 38-02 TITLED -STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTIUTY DATA-. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE N07SCAVON CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/M SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTBLTIES MUCH CONFLICT WITH TIRE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS C. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTOR PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CMSTRUCTION PHASES OF THIS PROJECT. D. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF Off CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES N, ON OR NEAR THE CONSTRUCTION Sir E THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SMS ENGINEER. ALL SOL TESTING SHALL BE COMPLETED BY THE OWNER'$ SOLS ENGINEER. TME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS ANO INSPECTIONS WITH THE SOLS ENGINEER A GEOTECHNICAL ENGINEERING SOLS REPORT HAS BEEN COMPLETED BY COMPANY: BRAUN INTER7EC CORPORATION ADDRESS -11001 HAMPSHIRE AVENUE SOUTH MINNEAPOLIS, MN 55438 PHONE 952-995-2000 DATED -.2-15-06 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOLS REPORT. F. PRIOR TO PLACEMENT OF THE AGGREGATE BASE A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WORT OF 25 TONS TIE TEST ROVING SHALL BE AT THE DIRECTION OF THE SOLS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOLS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE CONRECTON OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REWIREME14TS OF THE SOILS ENGINEER. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES WARNING SIGNS DIRECTIONAL SIMS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS H. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/ON ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES YMICH ARE TO BE SAVED TO BE AME THAT EQUIPMENT IS HOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SMALL EXERCISE EXTREME CAUTION IN WOKING ADJACENT TO TREE SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, NE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE 1. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED M REGRADED AND MCKPILE IN AREAS DESIGNATED ON THE SITE THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE ATE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS THE CONTRACTOR SHALL SUBCUT CUT AREAS, WERE MRF IS TO BE ESTARUSHED. TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WIRE NRF IS TO BE ESTABUS.ED TO A MIMMUM DEPTH OF 4 INCHES. L FINISHED GRADING SHALL BE COMPLETED, THE CONIRACTM SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WIMN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE 91OWN, ON BETWEEN SUCH POINTS AND EXISTING GRADES AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT NAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE ALL AREAS DISTURBED BY THE CONTRACIO'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION M TO THE REQUIREMENTS OF THE NEW WORK. K. TOLERANCES 1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE MAN 0.30 FOOT ABOVE OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE 2 THE STREET M PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.50 FOOT ABOVE OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF MY POINT WHERE MEASUREMENT IS MADE 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS L AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOL MATERIAL OF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR. OR IMPORT SUITABLE MATERIAL TO THE SITE M. WIZEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER. THE SEEDING SHALL COMPLY WITH MN/DOT SPECIFICATION NO. 3816 WITH THE USE OF MN/DOT MIXTURE NO. BOB OR 250 OR AND APPLIED AT A RATE OF 100 POUNDS PER ACRE THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL COMPLY WITH MN/DOT SPECIFICATION 3882, TYPE 1. THE MULCH STALL BE APPLIED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION NO. 2575.3. R. MULCH HULL BE APPUED AT THE RATE OF 2 TONS PER ACRE TIE MULCH SMALL ON ANCHORED WITH A DISC, CLODBUSTR M OTHER APPROVED EQUIPMENT. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED N AREAS INHERE THE SLOPE EXCEEDS 3:1. N. THE CONTRACTOR SHALL DETERIMME THE LOCA71M OF ANY HAUL ROADS THAT MAY BE REWIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL -SITE MM-. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING "DIMITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 0. FILL PLACED WITHIN THE BOLDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/THA PROCEDURES AND DATA SHEET 79G P. IF THE CONTRACTOR ENCOUNTERS ANY DRAM TLE WITHIN TIE STE HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION. SIZE INVERT AND IF THE TILE UNE IS ACTIVE NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. IXH1011IC EXISTING CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WAIERMAIN EX STING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB UNE EXISTING TREE UNE EXISTING LOT UNE PROPERTY UNE PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED RIP RAP EMERGENCY OVERFLOW ST MN 1210------- CB RYE— —Uil- -_ '210 _--- •ST MN = B �VUV 7 0 40 80 SCALE IN FEET ( 11 -�- A, , — -'1 \INH MAawa,, Pu / CP • B �Uru�i 5/ / —/? / MD78'I7 rOW bf 1EISJ / / 14079 <YE 633. MEAS Ilk I 4 . I ... TN __—_ — — • SII I 11 I 1 I Fill 1111 I 1 / = 921.00 C \I\I 1 j 1 I I 1 I I I I�I 1111 1 t J II 1 I " 11 I IISI 1111 11 I I 1 II I, IIT II I 11111 1 111 I�1 III lit II 11 1111 I lll I I I 11111 1111 �1 /1I�� 920 1 1 1 1 1 1111 , I 1 y I 39 11, {Ill 111 111 x-919 He,� I 1111 h1 �1 -L 91 HC C) 11 111 11111 II I I ..-_ 920 s 1111 II I 1 III 111111 I _ � 111 111111 1 1 � 1111 I 20 — 92 lit Ili jEL YCC a •$ p \0, x \ \ \.• \ \\' Ea 11 11111 1111 / C \ �• � 1 � �� l I,II III i� I Q e \ �•\ \ 1 � � � III 11Y �1 /�'�, III I I IY/A,�� I � — --------------- — — --_--------a I .-sss SORJ:3I'W AiI..x7 ACAS JR WAVS3 .. W 54790 AES (547.81 PGA SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE JAN IFEB IMAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MA JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING/SEED/FINAL STABILIZATION STORM FACILITIES ■ REFER TO SHEET C.4.01 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS ACREAGE SUMMARY in ACRES PAVEMENT AREA 1.13 ACt BUILDING AREA 0.75 ACt SEEDED AREA 1.62 ACt TOTAL DISTURBED 3.50 ACt DEVELOPER/OWNER: UNITED PROPERTIES 3500 AMERICAN BLVD. W MINNEAPOLIS, MN 55431 952-893-8206 SITE OPERATOR/CONTRACTOR/GENERAL CONTRACTOR SUPERINTENDENT: 0 40 80 SCALE IN FEET SEQUENCE OF CONSTRUCTION 1. INSTALL STABIIRED CONSTRUCTION ENTRANCES. PREPARE PORARY PARKING AND STORAGE AREA. 3. COTRUCT THE SILT FENCES ON THE SITE 4. CONSTRUCT THE SELAMENT ONT AN SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT RA LION CONTRACTOR SHA CONSULTANT TO PERFORM INSPECTION OF BMP.. GENERAL ON MEETING SHALL SCHEDULE AND CONDUCT STORM WATER PRE—CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND AND CONTRACTORS BEFORE PROCEEDING VWTH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE B. START GRADING THE OF BUILDING PAD AND STRUCTURES. B. BEGIN GRADING THE SITE- PHASE 11EPHASE 11: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTIUTES, UNDERDRAINS, STORM SEWERS, CURBS AND GLITTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTOR AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE 7. INSTALL INLET PROTECTION DEVICES. B. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANING. 9. SIE S STLBTEMPORAR RERORED By THE HSEEDIIMMENTTACCONTROL DEVICES (ONLY IF ABBREVIATIONS BLDG BUILDING BM BENCH MARK CB CATCH BASIN CONC CONCRETE ELEV ELEVATION EX EXISTING FFE FINISHED FLOOR ELEVATION INV INVERT LIE LOWER FLOOR ELEVATION MAX MAXIMUM MH MANHOLE MIN MINIMUM RCP REINFORCED CONCRETE PIPE LEGEND EXISTING CONTOUR PROPERTY LIMIT ^210- — — — — - EXISTING STORM SEWER C3EMH 1e ce PROPOSED CONTOUR �Q PROPOSED STORM SEWER 57 MH ca SILT FENCE = = = LIMITS OF DISTURBANCE SOIL BORINGS ^i�,ST-9 Q` PA -10 EMERGENCY OVERFLOW (EOF) y\j DIRECTION OF OVERLAND FLOW D_♦m INLET PROTECTION DEVICE ® IP2 -so EROSION CONTROL BLANKET MEMO TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN CJB TEMPORARY STORAGE AND PARKING AREA TSP C I xETe N079"4iE "x^91 qi " YN V�90B.B6 \ l \ _ > < - _ 9� -° >22 HCS ,nns nt reav n.�A, e, y Fop- N, 0 \\\\ \\ -- -- G/ uxD E yZ U u S E vLAG/ iMr'/Trot V[ 7flf-M7,\ R \,.`, \- x , v vvA v.. 15A — ?,\\ \ \ e� \ ' \ 14 \ I = �a- ------ amass -------—_----- — ----- --- _ ---,w------ _____ __ ___ _—av_-- ---— ----s � 1 - __----_—_--------------_ __--- — — — — / -------°a`— =--__—----_—.v—"Fr� «r�s.+s_44 - - - - - - - - - - - - - - =-a-°¢ /y //waA�s(nlLT2t tt�w sa�aos(s47arPLA _.�.—...—...—_. — ..—..__.—..—. —..—. —..— .—..——_._... — / nco'si\a-s�o+`'ax�:o\nx..veass-EnDsa <., feI it I II p I 111l I I 1 Ill I I 1 1 SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MA JUN IUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP do STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING/SEED/FINAL STABIU7ATION STORM FACILITIES REFER TO SHEET C.4.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS ACREAGE SUMMARY in ACRES PAVEMENT AREA 1.13 ACt BUILDING AREA 0.75 ACt SEEDED AREA 1.62 ACt TOTAL DISTURBED 3.50 ACt DEVELOPER/OWNER. UNITED PROPERTIES 3500 AMERICAN BLVD. W MINNEAPOLIS, MN 55431 952-893-8206 SITE OPERATOR/CONTRACTOR/GENERAL CONTRACTOR SUPERINTENDENT: 0 40 80 SCALE IN FEET SEQUENCE OF CONSTRUCTION PHASE INSTALL STABIUZED CONSTRUCTION ENTRANCES. 2 PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIN TIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPEC710N OF BMP.. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING NTH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES S. BEGIN GRADING THE SITE PHASE [I- t. TEMPORARILY SEED DENUDED AREAS. 2 INSTALL UTIUMES. UNDERDRAINS, STORM SEWERS. CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6 PAVE SIZE. 7. INSTALL INLET PROTECTION DEVICES. B. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). IF REQUIRED BY THE CONTRACT ABBREVIATIONS BLDG BUILDING BM BENCH MARK CB CATCH BASIN CONC CONCRETE ELEV ELEVATION EX EXISTING FFE FINISHED FLOOR ELEVATION INV INVERT LLE LOWER FLOOR ELEVATION MAX MAXIMUM MH MANHOLE MIN MINIMUM RCP REINFORCED CONCRETE PIPE LEGEND EXISTING CONTOUR PROPERTY LIMIT /p/° ------ EXISTING STORM SEWER CE 11H -- ,eav ss ---q cs PROPOSED CONTOUR �1p PROPOSED STORM SEWER •sr.Mri Qpm SILT FENCE = = = = - = LIMITS OF DISTURBANCE SOIL BORINGS +Q`ST-9 Q PA -10 EMERGENCY OVERFLOW (EOF) ryVVV� DIRECTION OF OVERLAND FLOW C_401 INLET PROTECTION DEVICE ® IP2 EROSION CONTROL BLANKET TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TSP EROSION & SEDIMENTATION CONTROL NOTES & DETAILS f "SITE MAP" SITE LOCATION MAP NOT TO SCALE 2' X Y WOOD FUER FABRIC POSTS 4.0' O.C. (MIRAFl-ENVIRO FENCE OR APPROVED EQUAL) MIN. 30' - MAX. 36' ABOVE GRADE DIRECTION OF DRAINAGE BACK FRL 6' X 6' 7RENCM �SIURBED SOL y E E-10 05/06 NO SCALE SILT FENCE DETAIL NOTE THE ROC( ENTRANCES SHALL BE INSTALLED PRIOR TO THE START OF ANY STE WORT( THE ROOD ENTRANCES SHALL BE INSPECTED FOLLOWING EACH RAINFALL MAINTENANCE OF THE ROCK ENTRANCES SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL OR REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED. TO KEEP THE ENTRANCE FREE FROM COLLECTED MUD. ROCK ENTRANCE DRIVE WTH V:1 L " T 1 '�-,4Y`nar2 !{{{ 4 �sy U SGS W NOT TO SCALE FILTER AREA 2.75 FT' DVERFLDW AKEA 0.4 FT2 MAXIMUM OVERFLOW RATE (i 7• HEApI2.00 CF5 MAXIMUM OVERFLOW PATE 1 13' READ 2.50 CF5 BASKET WEIGHT (EMFTYI I LB BASKET WEIGHT (FULL AFFROX.) 150 LBS MSKM FCR NMCE -APPROX. FULL WEIGHT 50 18S DEVELOPER/OWNER: UNITED PROPERTIES 3500 AMERICAN BLVD. W MINNEAPOLIS, MN 55431 95-831-8206 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: ACREAGE SUMMARY in ACRES PAVEMENT AREA 1.13 ACt BUILDING AREA 0.75 ACt SEEDED AREA 1.62 ACt TOTAL DISTURBED 3.50 ACt GENERAL NOTES: 1.) DESIGNED FOR NEENAH R-3250-006 (MnDOT 802 or 805) 2.) BASKET DESIGN PROVIDES LARGER FILTER AREA AND EASY CLEANING, REDUCING OVERFLOW INSTANCES AND SEDIMENT LOAD ON THE SEWER SYSTEM 3.) FLOW RATES COMPARE TO OR EXCEED FLOW RATES OF COMMONLY USED GRATES 4.) PRODUCT DESIGN DOES NOT INTERFERE WITH LOAD BEARING CAPACITY OF FRAMES 5.) DURABLE ECOFRIENDLY HDPE IS UV RESISTANT AND PROVIDES A STRONG LIGHTWEIGHT PRODUCT THAT CAN BE EASILY RE -USED FOR THE NEXT PROJECT E-18 06/06 NO SCALE INFRASAFE 2'X2' DEBRIS COLLECTION DEVICE 1. PREPARE SOL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF UNE FERTILIZER. AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A C DEEP X 6' WOE TRENCH WTH APPROXIMATELY 12' OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WIN A ROW OF STAPLES/STAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG APPLY SEED TO COMPACTED SOL AND FGD REMAINING 12' PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOL SECURE BLANKET OVER COMPACTED SOL WTH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12' APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE BLANKETS WILL UNROLL WTH APPROPRIATE SIDE AGAINST THE SOL SURFACE ALL BLANKETS MUST BE SECURELY FASTENED TO SEL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4'-6' OVERLAP DEPENDING ON BLANKET TYPE TO ENSURE PROPER SEAR ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON RIP) EVEN WTH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPUCED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WTH AN APPROXIMATE POVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12'APART ACROSS ENTIRE BLANKET WIDTH. 6. PACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. NOTES 1. M LOOSE SOL CONDITIONS, THE USE OF STAPLE OR STAKE LEMONS GREATER THAN 6' MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2 FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION E-02 05/06 EROSION CONTROL BLANKET NO SCALE SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE, 4, INSTALL INLET PROTECTION AROUND ALL EXISTING STORM SEWER STRUCTURES WTHIN ADJACENT STREET IF NEED BE. 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS 6. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF SINN. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WTH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WTH CONSTRUCTION. 7. CLEAR AND GRUB THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 9. BEGIN GRADING THE SITE PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTIUTiES, UNDERDRAINS. STORM SEWERS, CURBS AND GUTTERS. T INSTALL RIP RAP AROUND OUTLET STRUCTURES 4. INSTALL NNIFT PROTECTION AROUND ALL STORM SEWER STRUCTURES AND WTHIN ADJACENT STREET STORM SEWER IF NEED BE. 5. REMOVE TEMPORARY SEDIMENTATION POND AND DEVICES AND CONSTRUCTION ENTRANCE ONCE AGGREGATE BASE FOR PAVING IS READY TO INSTALL RE -GRADE TEMPORARY SEDIMENTATION POND AREA. 6. PREPARE SITE FOR PAVING. 7.PAVE SITE 8. CDMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 951REMOVE � 1E SST TEND RARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF 10. SITE IS 70S STABUZEU, ALL EROSION CONTROL MEASURES HAVE BEEN REMOVED. CONTRACTOR SHALL INFORM XXXX TO VERIFY IMPROVEMENTS AND FILE NOTICE OF TERMINATION WTH MPCA. SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE CONTRACTOR OR GENERAL CONTRACTOR TD COMPLEM TABLE WITH THEIR %EMC PROSECT SCHEDULE I CONSTRUCTION SEQUENCE WAN IFEB MARIAPRMAYIJANIIJUL IAUGD',FP IOGTMOVIDECIAW IFEB IMARIAMt MAYI,X STRIP k STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTRC TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSIRUC SITE CONSTRUCTION PERMANENT CONTROL SRtUCTVRES FINISH GRADING LANDSCAPING/SEED/FINAL STABN7 STORM FACILITIES GENERAL EROSION NOTES: i. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFUCT EXISTS BETWEEN LOCAL JURISDICTIONS STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTIUTIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTUTY INFORMATION SHOWN ON THESE PLANS IS A UTILITY OUALTY LEVEL D. THIS QUALITY LEVE WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" THE INFORMATION IS NOT TO BE REINED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTURES. IT SHALL BE THE RESPMSIBUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CAUJNG MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN 3. ALTA OR TOPOGRAPHIC SURVEY PREPARED BY SONDE DATED 7-11-06. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS 4. PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, 5. THE PLAN NARRATIVE. ATTACHMENTS INCLUDED IN THE SITEWORK SPECIFICATIONS SECTION 02370 (SWPPP). PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPUCATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WTH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMUAR WTH THEIR CONTENTS- TIE SWPPP AND ALL D1LER RELATED DOQREN75 MUST BE KEPT AT THE SITE DURNG CONSIRUC'LION. 7, CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY ETHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL STATE OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE AS APPUCABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OMER. 9, ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS PERMITS FOR ANY CONSTRUCTON ACTIVITY IMPACTING STATE WATERS DR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES, 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REOUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING UMITS SHOWN ON THIS PLAN SHALL BE CLEARLY DEUNEATED (E.G. WTH FLAGS, STAKES. SIGNS, SILT FENCE. ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS. AND TOILET FACILITIES. 11. ALL WASH WATER (CONCRETE TRUCKS. VEHICLE CLEANING. EQUIPMENT CLEANING. ETC.) MUST BE UNITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE 12. SUFFlCENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAK& 13. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR GLS AND OTHER PETROLEUM BASED OR TOXIC UOUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 14. SOLD WASTE COLLECTED SEGMENT, ASPHALT & CONCRETE MILUNGS. FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOUTION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WTH MPCA DISPOSAL REQUIREMENTS. 15. HAZARDOUS MATERIALS: OIL, GASOLINE PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED. INCLUDING SECONDARY CONTAINMENT. TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS 16, ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP. SHALL BE INITIATED AS SOUR AS PRACTICABLE AND PRIOR TO ANY SUEWORK. 17. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SPEC. 2575 O 10OLBS/ACRE (OR APPROVED EQUAL) AND IN ACCORDANCE WTH THE FOLOWNG GUIDELINES: 18, TYPE OF SLOPE MME(MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 14 DAYS FLATTER THAN 10:1 21 DAYS 19, DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS Sli LL BE SEEDED IN ACCORDANCE WTH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PUN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 20, CDIITRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER DUALITY MANAGEMENT BASINS SEDIMENT MUST BE STABIUZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN. CONVEYANCES. OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 21. ON-SITE & OFF-SITE SGL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 22. TEMPORARY SOL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEGMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 23. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 24. DUE TO THE GRADE CHANGES WRING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AD.USTNG THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 25. AIL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE O WORK OR FINAL STABUZATION O THE STEL THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONTRUCTION AND WTHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: i. ALL STORM DRAW INLETS MADE OPERABLE DURING CONSTRUCTION MUST BE PROTECTED BY APPROPRIATE BMP'S UNTIL ALL SOURCES WTH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTIUZED, WATERED, AND RESEEDED AS NEEDED, SILT FENCES SHALL BE REPAIRED. REPLACED OR SUPPLEMENTED TO THEIR ORIGINAL CONDITIONS IF DAMAGED, SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT 3. REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE THESE REPAIRS MUST BE MADE WTHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. VEHICLE TRACKING O EL SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MININIZED BY BMP'S SUCH AS STONE PADS, CONCRETE OR STWASH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED K SUCH BMP'S ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. TRACKED SEOIME14T MUST BE 4. REMOVED FROM ALL OFF-SITE PAVED SURFACES WTHIN 24 HOURS OF DISCOVERY OR SOONER. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE)- THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND, 5. OUTLET STRUCTURES IN THE TEMPORARY AND PERMANENT SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS MEN THE DESIGN CAPACITY REACHES ONE-HALF THE STORAGE VOLUME. DRAINAGE & REMOVAL MUST BE COMPLETED WTHIN 72 6. HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 3 C STUB - INV=906.98 11 - 3v7f7T-w I WAJU AEas (ilT49t Flue \ THE SUBSURFACE UTILITY INFORMATION SHOW ON THESE PLANS IS A UTILITY WALT' LEVEL D. THIS DUALITY LEVEL WAS OEIFRMINED ACCORDING TO THE GUIDELINES OF CUASCE 38-02 TITLED 'STANDARD GUIDEUNES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTIUTY DATA" THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THENOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, MHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). L�\ompets\ura�a0]Tnv\O+T�i6ANe\�xYV�y-nun' N.ax a.q CONNECT TO EXISTING LEGEND EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB UNE EXISTING TREE UNE EXISTING LOT UNE PROPERTY UNE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE & HYDRANT STORM SEWER TO BE REMOVED PROPOSED RIP RAP >t� USAN MN m / STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE TYPE V a � H r CBMH GAS xz22� -UCE 912.40 908.90 7 CB 48" DIA. R-3067 912.80 908.77 30 LF, of 12" RCP, ® 0.57, CBMH 3 CBMH 3 ST MH CB 914.50 908.62 88 LF, of 12" RCP ® 0.5%. CBMH 4 CBMH 4 48" DIA. R-3067 913.90 908.18 295 LF of 12" RCP, ® 0.57., CBMH 5 CBMH 5 e o 903.90 900.30 \ CB 6 24" x 36" \\ \ . \ o \\ 909.90 31 LF of 12" RCP, ® 0.57, CBMH 2 VfJRG/ �•/�IIIP/ \ \ \ R-3067 915.90 908.58 22 LF of 21" RCP, ® 0.57, CBMH 4 STMH 8 48" DIA. R-1642-8 92250 909.75 106 LF of 12" RCP, ® 0.57, STMH 9 STMH 9 48" DIA. R-1642-8 922.80 909.22 52 LF of 12" RCP, ® 0.57, STMH 10 STMH 10 48" DIA 0. 92220 908.96 101 LF of 15" RCP, ® 5,07. STMH 11 FES B 24" x 6' 913.50 25 LF of 12" RCP, ® 5.07, STMH 10 STMH 11 48" DIA. R-1642-8 N7 \ 901.89 221 LF of 15" RCP, ® 2.0.R STMH 12 CBMH 12 48" DIA R-4342 905.00 893.96 34 LF of 15" RCP, ® 1.07, EXISTING CB 7 CB 13 24" x 36" R-3067 905.30 902.10 13 LF of 12" RCP, ® 0.44% CBMH 14 CBMH 14 48" DIA R-3067 �j 90204 A h CB 15 24" x 36" R-3067 &A 915.30 11 - 3v7f7T-w I WAJU AEas (ilT49t Flue \ THE SUBSURFACE UTILITY INFORMATION SHOW ON THESE PLANS IS A UTILITY WALT' LEVEL D. THIS DUALITY LEVEL WAS OEIFRMINED ACCORDING TO THE GUIDELINES OF CUASCE 38-02 TITLED 'STANDARD GUIDEUNES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTIUTY DATA" THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THENOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, MHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). L�\ompets\ura�a0]Tnv\O+T�i6ANe\�xYV�y-nun' N.ax a.q CONNECT TO EXISTING LEGEND EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB UNE EXISTING TREE UNE EXISTING LOT UNE PROPERTY UNE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE & HYDRANT STORM SEWER TO BE REMOVED PROPOSED RIP RAP >t� USAN MN �sxv s>s ---DCB STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE TYPE X& TOP ELEVATION RUM ELEVATION PIPE LENGTH, DIAMETER, SLOPE k NEXT UP STREAM STRUCTURE GAS -pie- -UCE 912.40 908.90 7 CB 48" DIA. R-3067 912.80 908.77 30 LF, of 12" RCP, ® 0.57, CBMH 3 CBMH 3 ST MH CB 914.50 908.62 NEENAH FOUNDARY COMPANY OR EQUIVALENT SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE DDIENSION CASTING- TOP ELEVATION DIVERT ELEVATION MH 1 48" DIA. R -1642-B 921.00 906.78 MH 2 48" DIA. R-1642-8 921.50 905.53 unurY NOTES 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICLE SEPARATION OF 2 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT REGULATIONS AND CITY OF CRYSTAL AND HENNEPIN COUNTY STANDARDS AND SPECIFICATIONS. 4. ALL WATER MAINS SHALL BE DUCTILE IFON PIPE CLASS 52, UNLESS NOTED OTHERWISE. 5. ALL WATERMAIN SHALL HAVE A MINIMUM DEAPTH OF COVER OF 7.5 FEET OVER TOP OF WATER MAIN 6. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CRYSTAL PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 7. SANITARY SEWER PIPING SHALL BE SCHEDULE 40 PVC WITH SOLVENT -SEALED JOINTS CONFORMING TO ASTM D2665 "PVC PLASTIC DRAIN, WASTE AND VENT PIPE FITTINGS," UNLESS NOTED OTHERWISE. 8. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE. ASTMC76 CLASS 5, UNLESS NOTED OTHERWISE. 9. ALL FLARED ENO SECTIONS ARE TO HAVE TRASH GAURDS, GEOTEXTILE FABRIC AND RIPRAP PER MNDOT STANDARDS. 10. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL U71UTY PIPE STUBS SERVICING THE BUILDING, IF THE PIPE HAS LESS THAN 5 -FEET OF COVER OVER THE TOP OF THE PIPE. 11. FOR WATER MAIN 12 INCHES OR LARGER USE BUTTERFLY VALVES. FOR WATER MAIN LESS THAN 8 INCHES USE GATE VALVES. REFER TO DETAILS C.5.01. 0 40 80 SCALE IN FEET I STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE TYPE CASTING• TOP ELEVATION RUM ELEVATION PIPE LENGTH, DIAMETER, SLOPE k NEXT UP STREAM STRUCTURE CBMH 1 48" DIA. R-3067 912.40 908.90 27 LF, of 12" RCP, ® 0.57, CBMH 2 CBMH 2 48" DIA. R-3067 912.80 908.77 30 LF, of 12" RCP, ® 0.57, CBMH 3 CBMH 3 48" DIA. R-3067 914.50 908.62 88 LF, of 12" RCP ® 0.5%. CBMH 4 CBMH 4 48" DIA. R-3067 913.90 908.18 295 LF of 12" RCP, ® 0.57., CBMH 5 CBMH 5 48" DIA. R-4342 903.90 900.30 19 LF of 12" RCP, ® 4.77, EXISTING STMH 5 CB 6 24" x 36" R-3067 913.90 909.90 31 LF of 12" RCP, ® 0.57, CBMH 2 CB 7 24" x 36" R-3067 915.90 908.58 22 LF of 21" RCP, ® 0.57, CBMH 4 STMH 8 48" DIA. R-1642-8 92250 909.75 106 LF of 12" RCP, ® 0.57, STMH 9 STMH 9 48" DIA. R-1642-8 922.80 909.22 52 LF of 12" RCP, ® 0.57, STMH 10 STMH 10 48" DIA I R -1642-B 92220 908.96 101 LF of 15" RCP, ® 5,07. STMH 11 FES B 24" x 6' 913.50 25 LF of 12" RCP, ® 5.07, STMH 10 STMH 11 48" DIA. R-1642-8 915.00 901.89 221 LF of 15" RCP, ® 2.0.R STMH 12 CBMH 12 48" DIA R-4342 905.00 893.96 34 LF of 15" RCP, ® 1.07, EXISTING CB 7 CB 13 24" x 36" R-3067 905.30 902.10 13 LF of 12" RCP, ® 0.44% CBMH 14 CBMH 14 48" DIA R-3067 905.30 90204 35 LF of 12" RCP, 00.447, STMH 11 CB 15 24" x 36" R-3067 918.30 915.30 22 LF of 12" RCP, ® 0.77, CBMH 16 CBMH 16 48" DIA. R-3067 918.40 915.15 160 LF of 12" RCP, ® 0.77, CBMH 17 CBMH 17 48" DIA. R-3067 817.70 914.02 47 LF of 12" RCP, ® 0.77, CBMH 18 CBMH 18 48" DIA. R-3067 917.70 913.70 13 LF of 15" RCP, ® 0.77, FES A STMH 19 48" DIA. R -1642-B 920.70 916.70 94 LF of 12" RCP, ® 1.07, CBMH 18 FES A 24" x 6' 913.61 STMH 20 48" DIA. R-3067 914.90 909.00 85 LF of 21" RCP, ®0.57, CB 7 TRENCH DRAIN 12" x 15' R -4990 -CX 911.00 NEENAH FOUNDARY COMPANY OR EQUIVALENT SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE DDIENSION CASTING- TOP ELEVATION DIVERT ELEVATION MH 1 48" DIA. R -1642-B 921.00 906.78 MH 2 48" DIA. R-1642-8 921.50 905.53 unurY NOTES 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICLE SEPARATION OF 2 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT REGULATIONS AND CITY OF CRYSTAL AND HENNEPIN COUNTY STANDARDS AND SPECIFICATIONS. 4. ALL WATER MAINS SHALL BE DUCTILE IFON PIPE CLASS 52, UNLESS NOTED OTHERWISE. 5. ALL WATERMAIN SHALL HAVE A MINIMUM DEAPTH OF COVER OF 7.5 FEET OVER TOP OF WATER MAIN 6. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CRYSTAL PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 7. SANITARY SEWER PIPING SHALL BE SCHEDULE 40 PVC WITH SOLVENT -SEALED JOINTS CONFORMING TO ASTM D2665 "PVC PLASTIC DRAIN, WASTE AND VENT PIPE FITTINGS," UNLESS NOTED OTHERWISE. 8. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE. ASTMC76 CLASS 5, UNLESS NOTED OTHERWISE. 9. ALL FLARED ENO SECTIONS ARE TO HAVE TRASH GAURDS, GEOTEXTILE FABRIC AND RIPRAP PER MNDOT STANDARDS. 10. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL U71UTY PIPE STUBS SERVICING THE BUILDING, IF THE PIPE HAS LESS THAN 5 -FEET OF COVER OVER THE TOP OF THE PIPE. 11. FOR WATER MAIN 12 INCHES OR LARGER USE BUTTERFLY VALVES. FOR WATER MAIN LESS THAN 8 INCHES USE GATE VALVES. REFER TO DETAILS C.5.01. 0 40 80 SCALE IN FEET I C IDWANSION JOINT a.l.. ESS FOR EWAN51ICNNE55 JOINT FOR COMMERCIAL SECTION. BOTH a'r:IIGN A -A SECTIONS N BE RpNFORCED WITH 6X6 10/10 SLED. MESH AND HAVE 6. OF COMPACTED GRANULAR SUBBASE. (SEF SPECIFICATIONS) RESIDENTIAL Cow2A1 JOINT BOTH 90E5 r NIXED CONTRACTION � 5• A JOIE: SPACE CONTROL V JOINTS SUCH THAT NO PANEL S GREATER THAN 1W SQUARE FEET. CONCRETE DRIVEWAY APRON DETAIL NO SCALE rLL S PAn tW ROOF CWO%TE QII®t �OOHOWIE OAe AIx A ACRE Nr ILL E OMPA¢ TE 1Mx[a.lfD Q iR Hvm wEFawm .oxr Tum uAToeu. AANHm • ai BxH �eW a ver � v� a.W lever. EVNEtr: swxH rs rw r o.x N� � O r ro r rs 1Ic warm Nrai x TME UENttNAF eaNw'S�E�oEIF�LNW�E Rr" eii6 Ai�iE u�w� ff�wm � �Ir fl09R CO�WIITMs100 W x� rt4• W Tum��- µU D Oo�E NEA 9wA M: Y o' ux. x PmMT. W VS 610 R/FT. - Q « WL 9vu IXIRD IME pu �e1N (S r r FT NT WOEI m a r MJ OF xf CLAW RAW. MS Z r Ir S P MI C P . .. rHmx Om.7 nn.rATI ooHe NEA WHA- WvmsT NVNLr xM xE 9uNA K uMT (uaT =7=1- -0 = -R 6 DIII� 1RUTrA1FD ApuCFM SRWNK 6 A CHAR WWI. ME OOif NEA. 9w1 Bc A CANt WOR PMI. A ­^NT awM­uwr w�xTWCH meR mr� O S�ruvm WVORiE EM wF0 H s11N.�f Auhx�.W¢A r�lM � BmARoI a RAW NilrAcnx¢ RLWReOATIdi m a z am Wm rx— TrX„u ria. v mr Arrxz uuaWAnas nAMen W�aeT uo Qx x�iEmARTOUI xoNrcoc v xW raaaT Nv No xAM Ea• W asw O R69PVAlgR rROEnS S P AML•ND TOR RmMERS a CIF R /rT'u'E Oj vel .ossac x10MOE A PAM OF 1RAMl GA Ha m.o ,Ic ,.. � mws.TE wW xnLmew R.NP xmvlwa 10 HAWu�lNmRm�iHca v $" PEDESTRIAN CURB RAMP NO 5CALE 'A' 4' P.C. CONCRETE - .1 6' MIN. NDTH 4 P.C. 20% SAND SECTION "A -A" GENERAL NOTES FOR CONFREIE f11N6mHHCTOIO THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT -STANDARD SPECIFICATIONS FOR CONSTRUCTION". SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB. STRUCTURES, AND OTHER FIXED OBJECTS SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE UNE OF TRAFFIC. CONCRETE SIDEWALK DETAII NO SCALE REV. 1-06 "E THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF _ INCHES AT DRIVEWAY CROSSINGS. 20' BITUMINOUS WEAR COURSE, MN/DOT STA 2331 TYPE • /20' BITUMINOUS BASE COURSE MN/DOT 2331 TYPE 31• 9.0' CLASS 5-100% CRUSHED OUARRY ROC, MN/DOT 3138• • 12.0' SELECT GRANULAR MAIERI1 MN/DOT v v aV0 O ;K_ 3149,ZB• (IF REWIRED BY SOILS ENGINEER) GEOFABRIC, MNDOT TYPE V. YIRAF1 5DOX (IF REOURED BY SOLS ENGINEER) HEAVY DUTY PAVEMENT APPROVED SUBGRADE 1.5- BITUMINOUS WEAR COURSE MN/DOT I= 41A• BITUMMOUS BASE COURSE NN/DOT /23M TYPE 37- 6.0' CUSS 5-100% CRUSHED QUARRY ROCI(. MN/DOT 3178• 0 0 o v v v 12.0' SELECT GRANULAR MATERIAL MN/DOT v o v -1_I -III v 3149.28• (IF REWIRED BY SOILS ENGINEER) I� T GEOFABRIC, MNDOT TYPE V. MIRAFI 50OX (IF REQUIRED BY SOILS ENGINEER) STANDARD DUTY PAVEMENT APPROVED SUBGHADE HQ= 1. THE PAVEMENT NT SECTIONS SHALL BE CONSTRUCTED M ACCORDANCE WAIN MNDOT 'STANDARD SPECIFICATION FOR CONSTRUCTION', AND ALSO THE REQUIREMENTS OF THE OWNER'S SOL ENGINEER. ' REFER TO MN/DOT SPECIFICATIONS 2. ALL THICKNESSES AS SPECIFIED, ARE TO BE CONSDERED MINIMUM DEPTHS AFTER COMPACTION. I MN/DOT SPEC 2357 BITUMINOUS TACK COAT SHALL BE PLACID BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 4. 2331, TYPE 42 BITUMINOUS WEAR COURSE MATERIAL WILL NOT BE ALLOWED. STRT-04 05/06 PAVEMENT SECTIONS NO SCALE SEALANT JOINT W/ BACKER ROD OO 1-0' -1 1 6'-0' 4' CONCRETE W/ BROUEI B6 -XX CURB @ CGWTIFR FINISH (TYR) 4' SAND BASE C_13 CONCRETE SIDEWALK 06/06 SECTION BEHIND CURB & GUTTER NO SCALE 3' R 1/Y R 1 ROPE Ve FT. f� -A YNIYUY OF f' OF CLASS 5 SHALL BE PLACED BELOW THE CURB. 6' 12' 2" "REI REINFORCING RODS AT CATCH BASINS 20 FELT N LENGTH. CENTERED ON THE STRUCTURE C-01 8612 CONCRETE 06/06 NO SCALE CURB AND GUTTER C MANHOLE CASTING AND COVER. NEENAH R -1642-B, ESS BROS. 309, OR APPROVED 911PE TRENDS. 8-7/6' ROPE TRENCH j HIDRAFlNOER" REOUR EMENTS) AT THE FACTORY. SIDES PER OSHA 2. TOP OF FIRE HYDRANT DESIGN ELEVATION STALL 2' ADJUSTING RINGS AS REWIRED SIDES PER DSHA SELECT *' REQUIREMENTS RAJ. BED OF MORTAR BETWEEN RINGS, n. REAR EMEMTS FILL 71—�. MD1Fc. 1. WHERE WATERMAYSTAND, 70P OF MANHOLE SELECT SHALL BE 2 FEET ABOVE GROUND. MID/OR 2 FEET 12' WN ABOVE TME 100 YEAR STORM WA70 ELEVATION. CAPS TO BE CHNNED (PENTAGON FILL NUT ON CAPS) �� +. 12' D 12' STANDARD THREAD) T GRANULAR D D D ENCASEMENT RING RUBBER GASKETS. MUELLER CENTUMON A-423 WITH STAINLESS BOLTS - 1 WEC YARD GRA EL OR CRUSHED ROCK WTf 2 LAYERS 4 6' GATE VALVE - HAUNCHNG -` MIL POLYETHYLENE I RESUENT WEDGE TWE OR APPROVED EQUAL INCREASE THICKNESS I' FOR EACH 4' OF DEPTH 58 NUT. 59 k 60 OVEROPERAT BEDDING MUEUER TE VALVE - NO. 58 Y 59 RESIUENT WEDGE 6' GRAN" REINFORCED CONCRETE PIPE OR DIP FLEXIBLE PIPE INCOMES CDRRUGA1m METAL PIPE DOWNSTREAMSP SDE 20' 70 SPRING CORRUGATED POLYETHYLENE PIPE AND/OR POLYMNYL 1. BEDDING AND HAUNCHING MATERIAL CHLORIDE PIPE SOUL BE ASTM D2321-G.I. E. III, OR IV 1. GRANULAR BEDDING AND ENCASEMENT A SOILS, AND SHALL BE SIPPED TO MATERIAL SHALL BE CUSS I OR I (RE'. THE BOTTOM OF THE PIPE COMPACT CNG MAlE78AL TO 95% STANDARD ASTM D2321 OR MN/DOT 3149. PR �WiDR. GRANULAR MATETBAL AND SHALL BE COMPACTED TO 95% STANDARD 2 SELECT FILL SHALL BE SELECT PROCTOR. MATERIAL FREE OF LARGE ROCKS (3'+) 2 SELECT FILL PUCEMENT AND AND SHALL BE PLACED M 8' MAK COMPACTION. SAME AS FOR RCP. LOOSE OPTS AND COMPACTED TO 95% STANDARD PROCTOR NOTE FOR HDPE IN TALLED BELOW EXISTING OR FUTURE GROUND WAIER E.EVATIONS. PIPE BEDDING AND ENCASEMENT SHALL BE CUSS I, CRUSHED ROM PER ASTM D2321. SS -10 05/06 SANITARY SEWER BEDDING NO SCALE C MANHOLE CASTING AND COVER. NEENAH R -1642-B, ESS BROS. 309, OR APPROVED EQUAL WIN MACHINED BEARING SURFACES AND TWO (2) CONCEALED PICK HOLES. 8-7/6' ADJUST CASTING TO 1/2' BELOW FINISHED j HIDRAFlNOER" REOUR EMENTS) AT THE FACTORY. BITUMINOUS GRADE 2. TOP OF FIRE HYDRANT DESIGN ELEVATION STALL 2' ADJUSTING RINGS AS REWIRED BE 25' ABOVE FINISHED BOULEVARD GRADE (MIN. 2. MAK 4) 3'-0' 2'-0' RAJ. BED OF MORTAR BETWEEN RINGS, CASING AND W OUTSIDE O: RINGS. 71—�. MD1Fc. 1. WHERE WATERMAYSTAND, 70P OF MANHOLE -1/2- PUMPER CONNECTION SHALL BE 2 FEET ABOVE GROUND. MID/OR 2 FEET (NARONAL STANDARD THREAD) ABOVE TME 100 YEAR STORM WA70 ELEVATION. CAPS TO BE CHNNED (PENTAGON 2 ON MANHOLES 8' DEEP AND GREATER, A ONE FOOT NUT ON CAPS) FOUR INCH(1'-4') PRECAST SECTION SHALL BE 2-1/2' NOSE CONNECTION (NATIONAL PLACED IMMEDIATELY BELOW TIE COLE SECTION. El STANDARD THREAD) I ALL JOINTS BEFAEEN SECTORS SHALL HAVE '0' FINISHED BOULEVARD GRADE WATEROUS WB 100 RING RUBBER GASKETS. MUELLER CENTUMON A-423 WITH STAINLESS BOLTS - 1 WEC YARD GRA EL OR CRUSHED ROCK WTf 2 LAYERS 4 6' GATE VALVE - 4. MINIMUM SAB THICKNESS, 6' FOR 14' DEPTH. MIL POLYETHYLENE I RESUENT WEDGE TWE OR APPROVED EQUAL INCREASE THICKNESS I' FOR EACH 4' OF DEPTH 58 NUT. 59 k 60 OVEROPERAT GREATER THAN 14' AND REINFORCE WITH 6'%6' MUEUER TE VALVE - NO. 58 Y 59 RESIUENT WEDGE 10/10 MESH. STEPS 16' Q ON GASKETED FLEXIBLE WATERIGHT DOWNSTREAMSP SDE 20' 70 SPRING A I/ONCNECTION (TW) =31 LINE (MAX.) FLOW SECTION A -A SLOE 27/FOOT SECTION B -B S-01 STANDARD SANITARY 05/06 SEWER MANHOLE NO SCALE SQL W-01 TYPICAL FIRE HYDRANT AND 05/06 GATE VALVE INSTALLATION NO SCALE NOTES 8-7/6' 1. FIRE HYDRANTS SHALL BE PAINTED ._(PER CITY j HIDRAFlNOER" REOUR EMENTS) AT THE FACTORY. SHALLBE USED TNWGHWT. ALL VALVES STALL 0.05E BY TURNING IN 2. TOP OF FIRE HYDRANT DESIGN ELEVATION STALL DIRECTION. VALVE BOXES SHALL ,r THREE PIECES, A ADJUSTABLE SOUS) 00TH ADJUSTABLE SCREW TYPE BOLES, TYPE BE 25' ABOVE FINISHED BOULEVARD GRADE PROPVARIABLE EIitt 3'-0' 2'-0' UNE 'AND 12' VALVES N0, 180 OVAL NATIONAL STANDARD OPERATIN NUT THE WORD 'WATER" STALL BE IMPRINTED ON EACH UD. VALVE BOXES TO -1/2- PUMPER CONNECTION IE SIMILAR TO MUELLER 10318, CLOW F-2050 OR E-3002 OR EQUAL (NARONAL STANDARD THREAD) O CAPS TO BE CHNNED (PENTAGON NUT ON CAPS) B: 6' 2-1/2' NOSE CONNECTION (NATIONAL Y _1/84 STANDARD THREAD) FINISHED BOULEVARD GRADE WATEROUS WB 100 MUELLER CENTUMON A-423 WITH STAINLESS BOLTS - 1 WEC YARD GRA EL OR CRUSHED ROCK WTf 2 LAYERS 4 6' GATE VALVE - MIL POLYETHYLENE I RESUENT WEDGE TWE OR APPROVED EQUAL SQL W-01 TYPICAL FIRE HYDRANT AND 05/06 GATE VALVE INSTALLATION NO SCALE W-05 GATE VALVE AND 05/06 BOX INSTALLATION NO SCALE GATE VALVES UP THROUGH 12 INCHES IN SZE SHALL BE IRON BODY, BRONZE MOUNTED, DOUBLE -DISC. PARALLEL SEAT TYPE VALVES 8-7/6' CONFORMING TO THE REQUIREMENTS OF THE AWWA SPECIFICATIONS C-500 FOR WORKING PRESSURE OF 175 PSI. 'O-RING CONSTRUCTION SHALLBE USED TNWGHWT. ALL VALVES STALL 0.05E BY TURNING IN DIRECTION. VALVE BOXES SHALL ,r THREE PIECES, A ADJUSTABLE SOUS) 00TH ADJUSTABLE SCREW TYPE BOLES, TYPE L E AS FO' OWS: A 5-1/4' SHAFT SIZE BASE SIRES SHALL � AS FOLLOWS: 6' AND 8" VALVES N0. 6 ROUND 'AND 12' VALVES N0, 180 OVAL -1re THE WORD 'WATER" STALL BE IMPRINTED ON EACH UD. VALVE BOXES TO LOP SECTION IE SIMILAR TO MUELLER 10318, CLOW F-2050 OR E-3002 OR EQUAL 5 3/C VALVE BOX Ir—FIN GRADE�Ft-t /2_ DROP W 1/ WR ER ADJUST TDP TO 1/2' B: 6' IYRER 6860-6865 7-3/8' MUE111R H-10361 I5 BELOW BIT. GRADE g OR 1' LOW Y _1/84 D BOO BIBBY 8-5160 $ FINISHED BOULEVARD GRADE AND SHALL BE SET SO AS TO pt3/4 = PROVIDE 12' OF UPWARD ADJUSTMENT. TYLER VALVE BOX ♦ 58 NUT. 59 k 60 OVEROPERAT nNQ MUEUER TE VALVE - NO. 58 Y 59 RESIUENT WEDGE 8-' 1/8 SEBY TYPE OR APPROVED N0. 57, 58,11 k 60 EQUAL SECTOR GALL1G GALE VALVE BOXES MIDDLE ARE 3 PIECE 5-1/4' SHAFT 7-3/{ 8-1 I CONOREHE BLOCK N0. 8 ROAD BASF W-05 GATE VALVE AND 05/06 BOX INSTALLATION NO SCALE 4' X 6' DOWNSPOUT RE SCREEN FOR r1x'( RODENTS tSSE IMUM 8' SCHEDULE 40 PV NOTE 02 45' BEND (SIGH. 40 PWATER TIGHT NECTION OM SEWER PIPE S MINIMUM SLOPE j NOTES 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, RPE MUST BE SCHEDULE 40 POC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET. HF)G9LE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES 2 A WATER -TIGHT CONNECTION SHALL BE MAINTAINED MIM ANY TRANSITION FROM SCHEDULE 40 PVC HPE TO ANY OTHER PIPE TYPE 3 THE DOWNSPOUT COLLECTOR DRAM SHALL BE INSTALLED BEFORE ME DOWNSPOUTS ARE INSTALLED ON THE BUILDING STEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO. AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE PONT OF THE RODENT SCREEN. SS -13 No SCALE DOWNSPOUT COLLECTOR NOTE SEE STORM SEWER SIRUCIURE MANHOLE FRAME AND COVER, E4A1 R-1642-8 SCHEDULE FOR CASTING TYPE WM MAACHINED BEARING SURFACES NTH2 CONCEALED PICK HOLES OR APPROVED EWA[_ 24'X 36' SLAB OPEN NC ADJUST CASTING 10 1/2' BELOW "" PROVIDE 2T DIAMETER OPENING IF ROUND FINISHED BITUMINOUS GRADE CASING TO BE PROVIDED. SEE STORM SEWER STRUCTURE SCHETRAE FOR DIMENSIONS FROM BACK OF CURB TO .._ 2' ADJUSTING RINGS AS REOURED O - CENTER OF STRUCTURE (MIN. 2. MAX 4) DIMENSION FROM BACK OF CURB TO I FULL BED OF MORTAR BETWEEN RINGS CENTER OF HPE FOR A 24' GRATE CASING AND ON OUTSIDE OF HG'S OPENING. NOTES 4 DIA MR. -9' IN FROM BACK OF CURB I. MANHOLES 8' DEEP OR GREATER ME O _ 8• DIAM.N.-3' BENING BACK OF CURB PRECAST SECTION IMMEDIATELY BELOW 8' DIA Y.X.-1S MIND BACK OF CURB ME CONE SECTION. SHALL BE V-4' (I6') IN HEIGHT. FULL BED OF MORTAR BETWEEN. ANDA 8' 2 PROVIDE STEPS M ALL MANHOLES COLLAR ON ME OUTSIDE OF ME RINGS. OVER 4.5 FEET IN DEPTH, MINIMUM '0' RING GASKETS BETWEEN EACH ADJUSRNGAXINUN OF 4 CONCRETE RINGS. •T JOINT IN MANHOLE SECTIONS. PRECAST REWORCED CONCRETE S.AB • SEE STORM SEWER STRUCTURE THICKNESS 6' FOR 4Y TO 46' pA SCHEDULE FOR MANHOLE DIAMETER. e' FOR 54' TO 102' DIA IZ' FOR 108' TO 120' DIA USE T -SECTION MANHOLE WHERE 9' SIM 16' O.G OI POSSIBLE J) DESIGN .D WITH AH SUE DOWNSIREOFFSET CONE CONNECTION OR ALL JOINTS IN MANHOLE TO HAVE PRECAST SLAB. '0' RING RUBBER GASKETS. PRECAST CONCRETE MANHOLE SECTIONS FLOW 5r—,:VARIABLE MANHOLE STEPS NEENAH W981J OR EQUAL 16' O.C.- ALUMINUM STEPS APPROVED. _ DOG HOU5E5 SHALL BE GROUTED ON _.-. BOM ME OUTSIDE AND ME INSIDE BASE PRECAST CONCRETE SLOPE 2'/F0OT GROUT BOTTOM. H MINIMUM SAB THICKNESS 6' FOR 14' OEPM. INCREASE T-KNNESS I' FOR 6' EACH L OF OffM GREATER MAN 14' AND REINFORCE MIM 6'X6', 10/10 MESH. aj ss -01 SS -0205/06 CATCH BASIN MANHOLE 05/06 STORM SEWER MANHOLE NO SCALE NO SCALE 2' ADJJSDNO MIN.2L FURL BED MORTAR BE WE THE RINGS A MORTAR 1 OUTSIDE CONCRETE COLL PLACED ARM OUTSIDE OF RIND SS -05 05/06 NO SCALE CATCH BASIN CASTING ASSEMBLY (SEE STORM SEWER SCHEDULE FOR CASTING TYPE) 24" X 36' CATCH BASIN A" FLOW SIGN MATERIALS TO BE V SECOND JOINT. BOM CATCH BASIN. S CATCH BASIN 0.1' UTTER GRADE UNE JRMOUNTABLE CURB, FACE OF CURB IN APPROX 10' TO ASTING. 6' PRECAST REINFORCED CONCRETE (CRETE% TYPE 477-1 INLET) Fr. DIAMETER BASIN MANHOLE DEPTH EXCEEDS 4.0 F1. L SLOPE TRElC1 SLOPE TRENCH SOLES PER OSIA SIDES PFJt 04HA SELECT REOUIREMENIS 3 REOUI ENfi FILL 55,�'=Zing._ ___- : $ y P IT MIN 12' GRANULAR O 0 D ENCASE]IENT J R 6' GH.WU. BEDDING _V4""694�LL m�a� X, REINFORCED CONCRETE PIPE OR DIP FLEXIBLE PIPE: INCLUDES CORRUGATED META HPE CORRUGATED POLYETHYLENE PIPE AND/OR POLYVINYL 1. BEDDING AND MUNCHING MATERIAL CHLORIDE PIPE SHALL BE ASTM D2321 -CLI. II, W. OR IV 1. GRANULAR BEDDING AND ENCASEMENT A SOLS. AND SHALL BE SUPER TO AL MATERIAL SHALL BE CL455 OR A (REF. OR!7 THE BOTTOM O' THE PIPE COMPACT BEDDING MATERIAL TO 95% STANDARD ASM D2321 YN TSI � PROCTOR GRANULAR MATERIAL SHALL BE COMPACTED TO 95% STANDARD 2 SELECT FILL SHALL BE SELECT PROCTOR. MATERIAL FREE OF LARGE ROCKS (3'+) 2 SELECT F0.1 PLACEMENT AND AND SHALL BE PLACED IN 8' MAX COMPACTION. SAME AS FOR RCP. LOOSE LEFTS AND COMPACTED TD 95% STANDARD PROCTOR. NOTE FOR NOPE INSTALLED BELOW EXISTING �11 ELEVATIONS. PIPE BEDDING AND ENCASEMENT SHALL BE CLASS I. CRUSHED ROCK PER ASTM D2321. SS -16 05/°6 NO SCALE TRENCH AND BEDDING DETAILS rRO� MARCH 1T. 1991 -"----- tw1v_� TATE (M MIMNCSOia MEPARRMENT M' TRANSPORtailn RI SPECiFita L10X rtLEREHtC ST 01) PLATE N0. ___ PRAP AT RCP OUTLETS 3133C 4' X 6' DOWNSPOUT RE SCREEN FOR r1x'( RODENTS tSSE IMUM 8' SCHEDULE 40 PV NOTE 02 45' BEND (SIGH. 40 PWATER TIGHT NECTION OM SEWER PIPE S MINIMUM SLOPE j NOTES 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, RPE MUST BE SCHEDULE 40 POC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET. HF)G9LE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES 2 A WATER -TIGHT CONNECTION SHALL BE MAINTAINED MIM ANY TRANSITION FROM SCHEDULE 40 PVC HPE TO ANY OTHER PIPE TYPE 3 THE DOWNSPOUT COLLECTOR DRAM SHALL BE INSTALLED BEFORE ME DOWNSPOUTS ARE INSTALLED ON THE BUILDING STEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO. AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE PONT OF THE RODENT SCREEN. SS -13 No SCALE DOWNSPOUT COLLECTOR NOTE SEE STORM SEWER SIRUCIURE MANHOLE FRAME AND COVER, E4A1 R-1642-8 SCHEDULE FOR CASTING TYPE WM MAACHINED BEARING SURFACES NTH2 CONCEALED PICK HOLES OR APPROVED EWA[_ 24'X 36' SLAB OPEN NC ADJUST CASTING 10 1/2' BELOW "" PROVIDE 2T DIAMETER OPENING IF ROUND FINISHED BITUMINOUS GRADE CASING TO BE PROVIDED. SEE STORM SEWER STRUCTURE SCHETRAE FOR DIMENSIONS FROM BACK OF CURB TO .._ 2' ADJUSTING RINGS AS REOURED O - CENTER OF STRUCTURE (MIN. 2. MAX 4) DIMENSION FROM BACK OF CURB TO I FULL BED OF MORTAR BETWEEN RINGS CENTER OF HPE FOR A 24' GRATE CASING AND ON OUTSIDE OF HG'S OPENING. NOTES 4 DIA MR. -9' IN FROM BACK OF CURB I. MANHOLES 8' DEEP OR GREATER ME O _ 8• DIAM.N.-3' BENING BACK OF CURB PRECAST SECTION IMMEDIATELY BELOW 8' DIA Y.X.-1S MIND BACK OF CURB ME CONE SECTION. SHALL BE V-4' (I6') IN HEIGHT. FULL BED OF MORTAR BETWEEN. ANDA 8' 2 PROVIDE STEPS M ALL MANHOLES COLLAR ON ME OUTSIDE OF ME RINGS. OVER 4.5 FEET IN DEPTH, MINIMUM '0' RING GASKETS BETWEEN EACH ADJUSRNGAXINUN OF 4 CONCRETE RINGS. •T JOINT IN MANHOLE SECTIONS. PRECAST REWORCED CONCRETE S.AB • SEE STORM SEWER STRUCTURE THICKNESS 6' FOR 4Y TO 46' pA SCHEDULE FOR MANHOLE DIAMETER. e' FOR 54' TO 102' DIA IZ' FOR 108' TO 120' DIA USE T -SECTION MANHOLE WHERE 9' SIM 16' O.G OI POSSIBLE J) DESIGN .D WITH AH SUE DOWNSIREOFFSET CONE CONNECTION OR ALL JOINTS IN MANHOLE TO HAVE PRECAST SLAB. '0' RING RUBBER GASKETS. PRECAST CONCRETE MANHOLE SECTIONS FLOW 5r—,:VARIABLE MANHOLE STEPS NEENAH W981J OR EQUAL 16' O.C.- ALUMINUM STEPS APPROVED. _ DOG HOU5E5 SHALL BE GROUTED ON _.-. BOM ME OUTSIDE AND ME INSIDE BASE PRECAST CONCRETE SLOPE 2'/F0OT GROUT BOTTOM. H MINIMUM SAB THICKNESS 6' FOR 14' OEPM. INCREASE T-KNNESS I' FOR 6' EACH L OF OffM GREATER MAN 14' AND REINFORCE MIM 6'X6', 10/10 MESH. aj ss -01 SS -0205/06 CATCH BASIN MANHOLE 05/06 STORM SEWER MANHOLE NO SCALE NO SCALE 2' ADJJSDNO MIN.2L FURL BED MORTAR BE WE THE RINGS A MORTAR 1 OUTSIDE CONCRETE COLL PLACED ARM OUTSIDE OF RIND SS -05 05/06 NO SCALE CATCH BASIN CASTING ASSEMBLY (SEE STORM SEWER SCHEDULE FOR CASTING TYPE) 24" X 36' CATCH BASIN A" FLOW SIGN MATERIALS TO BE V SECOND JOINT. BOM CATCH BASIN. S CATCH BASIN 0.1' UTTER GRADE UNE JRMOUNTABLE CURB, FACE OF CURB IN APPROX 10' TO ASTING. 6' PRECAST REINFORCED CONCRETE (CRETE% TYPE 477-1 INLET) Fr. DIAMETER BASIN MANHOLE DEPTH EXCEEDS 4.0 F1. L SLOPE TRElC1 SLOPE TRENCH SOLES PER OSIA SIDES PFJt 04HA SELECT REOUIREMENIS 3 REOUI ENfi FILL 11 [HIA.MNCHING IT MIN 12' GRANULAR O 0 D ENCASE]IENT 6' GH.WU. BEDDING REINFORCED CONCRETE PIPE OR DIP FLEXIBLE PIPE: INCLUDES CORRUGATED META HPE CORRUGATED POLYETHYLENE PIPE AND/OR POLYVINYL 1. BEDDING AND MUNCHING MATERIAL CHLORIDE PIPE SHALL BE ASTM D2321 -CLI. II, W. OR IV 1. GRANULAR BEDDING AND ENCASEMENT A SOLS. AND SHALL BE SUPER TO AL MATERIAL SHALL BE CL455 OR A (REF. OR!7 THE BOTTOM O' THE PIPE COMPACT BEDDING MATERIAL TO 95% STANDARD ASM D2321 YN TSI � PROCTOR GRANULAR MATERIAL SHALL BE COMPACTED TO 95% STANDARD 2 SELECT FILL SHALL BE SELECT PROCTOR. MATERIAL FREE OF LARGE ROCKS (3'+) 2 SELECT F0.1 PLACEMENT AND AND SHALL BE PLACED IN 8' MAX COMPACTION. SAME AS FOR RCP. LOOSE LEFTS AND COMPACTED TD 95% STANDARD PROCTOR. NOTE FOR NOPE INSTALLED BELOW EXISTING OR FUTURE GROUND WATER ELEVATIONS. PIPE BEDDING AND ENCASEMENT SHALL BE CLASS I. CRUSHED ROCK PER ASTM D2321. SS -16 05/°6 NO SCALE TRENCH AND BEDDING DETAILS TRASH GUARDS WELL BE REQUIRED ON 12' OR LARGER PIPES IN PLACE OF TRASH GUARDS, •�� ENERGY DISSIPATORS (MN/DOT STANDARD PLATE {' NOL 5201 B) MAY BE USED. GEOFABRIC REWIRED UNDER RIPRAP (M1RAFl 500 OR EOUAL). NOTE TE LAST 3 JdR ON INLET AND OUTLET. IF NO APRON IS USED, TIE LAST 3 SECTIONS OF PIPE. USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60' FROM TOP OR BOTTOM OF PIPE USE 5/B' TIES FOR PIPE SIZES 12' TO 27". USE 3/4' TES FOR PIPE SIZES 30' TO 66'. USE 1' TES FOR HPE SIZES OVER 7Y. NUTS AND WASHERS ARE NOT REOUNED ON PIPE SIM LESS MAN 21'. HARD -PLACED RIPRAP, 1 MDT DEEP INDIVIDUAL STONES, EXCEPT THOSE USED FOR CHINKING, SHALL NOT WEIGHT LESS MAN 50 LBS EACH. RPRAP REQUIRED SIZE OF PIPE CU. YD. 54' i 0— 20-24 PLACE RIPRAP AROUND SOLES AND OVER TOP OF 36' to 48' IG -13 FLARED ESA SECTIONS. Zr to 33' 6-8 SIRE OF RPE 24' t len 4-6 @685 8SL15 S' 12' TO 18' ;;• g(• 4' 21' TO 42' i' Bi' 6' NOTE ONE CU. TD. IS 48' TO 72' 1-v Y 12' APPROXIMATELY 1.4 TONS N BTA% �J T PROVIDE 3 CUPS M FASTEN TRASH GUARD TO RES. HOT DIP GALVANIZE AFIM FABRICATION. SS -O6 056 NO SCALE FLARED END SECTION C BALLED AND BURLAPPED STOCK: CONTAINER STOCK: ROOTS OF .ALL BALLED AND BURLAPPED STOCK SHALL FILL THE SOIL DIG THE PLANTING HOLE TWO TO THREE TIMIS WIDER THAN THE SIZE OF BALL, BE FREE OF KINKS, CIRCLING AND GIRDLING. AND THE THE CONTAINER, OR TO THE EDGE OF THE PLANTING BED AS INDICATED UPPERMOST ROOTS SHALL NOT BE MORE THAN FOUR INCHES BELOW ON THE PLANS. AND AT THE SAME DEPTH AT WHICH THEY GREW IN THE THE TOP OF THE SOILBALL. TRANSPORT ROOTS SHALL BE NURSERY. FOR ADDTITONAL PLANTING BED PREPARATION, SEE MANTNO SYMMETRICAL. AROUND THE TRUNK; STEM OF THE PLANTS, SOIL BALLS NOTES. MUST BE CENTERED OR NO MORE THAN 10% OFF CENTER DIG 71ff PLANTING PR TWO TO THREE TIMES WIDER THAN THE SIZE OF u REMOVE CONTAINER (BY CUTTING IF NECESSARY). --�" THE ROOTBALL AND AT THE SAME DEPTH AT WHICH THEY GREW IN THE \\ // IF ROOTS ARE GROWING IN A SPIRAL AROUND THE SOIL MASS, USE A NURSERY. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING PIT. 14 Jud SummaCreF SHARP KMFE TO SCORE THE OUTSIDE OF SOX MASS VERTICALLY, RUST -• t�s DEEP ENOUGH TO CUT THE NET OF THE ROOTS, AND MAKE A CRISSCROSS PLACE PLANT NPLANTING PIT AND SET PLANTS VERTICAL. WHEN CUT ACROSS THE BOTTOM OF THE SOIL MASS. MOVNG PLANTS, LIFT FROM BENEATH THE ROOT BALL. DO NOT LIFT BY f 11 Bur oak THE TRUNK AND DO NOT BREAK OR LOOSEN THE ROOTBALL. SEF PLANT ON SOLID UNDISTURBED SOIL OR THOROUGHLY COMPACTED SEF PLANTS ON SOLID. UNDISTURBED SOX, OR THOROUGHLY BACKFILL SOIL SO THE TOP OF THE SOIL IS AT FINISHED GRADE OR SLIGHTLY ABOVE, NOT TO EXCEED TW'O INCHES. COMPACTED BACKFILL SOIL SO THE TOP OF THE ROOTBALL IS SLIGHTLY NygAp 1REP5. f......�.1—_ ABOVE FINISHED GRADE TO EXPOSE ROOTFLAIRE ON ALL B&B TREES TO xomuaem so,c BACKFILL PLANTING BED WITH ORIGINAL SOIL. BREAK UP CLODS OF PREVENT "STEM GIRDLING. SOIL. IF SORB ARE POOR HE: HEAVY CLAYS. SAND, OR COMPACTED), BACKFILLCAN BE A MIXTURE OF i/3 SOIL AMENDMENT WITH 213 ' CUT AND REMOVE ALL TWINE.4ROUND THE TRUNK PULL BURLAP ORIGINAL SOIL. DO NOT USE PEAT AS PART OF BACKFILL IN CLAP SOILS, AWAY FROM TRUNK SO THAT NO BURLAP REMAINS IN THE TOP THREE REMOVE ALL ROCKS AND DEBRIS FROM BACKFILL INCHES OF TME SOX SURFACE REMAINING BURLAP SHALL BE SLR AT SIX NCH INTERVALS AROUND THE CIRCUMFERENCE OF THE ROOTBALL. (115fI(% �( g THOROUGHLY WATER TO SETTLE THE PLANTS AND FILL VOIDS WITHIN ( K TWO HOURS OF PLANTING. INSTALLMULCH WITHIN 48 HOURS OF BACKFILL PLANTING PIT WITH ORIGINAL SOILHALFWAY TO THE TOP OF {{I'1 `'�[' i I "I. ! WATERING. TILE ROOTBALL. BREAK UP CLODS OF SOIL- D SOUS ARE POOR (IE. :'' ;['si.!4';[:5'i,•.!Y;e!4i€!S;eR,3!l;.li . IIISil HEAVY CLAYS, SAND, OR COMPACTED). BACKFILL CAN BE A MIXTURE OF BALLED AND BURLAPPED STOCK SPRING TO MT0.51UMMER PLANTING: ---. IG SOIL AMENDMENT MIXED WITH 213 ORIGINAL SOIL. DO NO USE PEAT FERTILIZE AT THE TIME OF PLANTING WITH A SLOW-RELEASE, BALANCED AS PART OF BACKFILL N CLAY SOILS. REMOVE ALL ROCKS AND DEBRIS FERTILIZER USE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MLX FROM BACKFILL AND THEN WATER PLANT AND BACKFH.LED AREA TO FERTILIZER IN WITH BACKFILL OR BROADCAST IN A DIAMETER AROUND SETTLE PLANTS AND FILL VOIDS. THE PLANT. REMOVE ALL WIRE BASKETS FROM THE TOP Ila OF THE ROOTBALL AND LATE SUMMER ML O FALL PLANTINGS: CONTINUE BACKFILLING REMAINING PLANTING PIT WITH ORIGINAL USE A FERTWZER WITHOUT NITROGEN FOR DECIDUOUS TREES. DO NOT SOIL. APPLY ANY FERTILIZER TO EVERGREEN TRESS AND SHRUBS PLANTED IN LATE SUMMER OR EARLY FALL. WATER THOROUGHLY A SECOND TIME TO SETTLE PLANTS AND FILL VOIDSWITWNTWO HOURSOFPLANTING PLACE SPECIFIED MULCH SHREDDED WOOD MULCH: WITHIN 48 HOURS OF THE SECOND WATERING. PROVIDE SUPPORT T NECESSARY. ...,. ,-,.__ SHREDDED W ODD MULCH SHALL BE INSTALLED AT A 6' COMPACTED nc....., ^...-c., T..............z.....,........,................,...... 0 AT>vi —vot4Nc- SH�,/ -1� BY S1Al T, GENERAL NOTES: SITE SURVEY AND BOONDARY INFORMATION PROVIDED BY OWNER CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION ON THE SITE, AS CHANGES TO THE ORIGINAL SURVEY CHANGE PERIODICALLY WITH ONGOING CONSTRUCTION WORK ATTHE SITE. NOTE: ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER /LA -E FOR CLARIFICATION PRIOR TO ANY ADDITIONAL WORK BEING COMPLETED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION S7ART. CONTRACTOR IS RESPONSIBLE FOR ALL LOCATES. ALL LOCATES SHALL BE REVIEWED BY THE OWNE ULAZ PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES, UTXITTES. TREES. SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE TO EXISTING ITEMS TO REMAIN (.AT CONTRACTOR'S EXPENSE) AND IS CONSIDERED INCIDENTAL TO THE CONTRACT. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO BACK OF CURB WHERE APPLICABLE, UNLESS STATED OTHERWISE. FIELD VERIFY (FV) ITEMS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PLANTING NOTES: 1. ALL PLANTING BEDS SHALL BE PREPARED N THE FOLLOWING MANNER: - REMOVE EXISTING VEGETATION, ESPECIALLY GROUNDCOVER -ROTOTHl TO A DEPTH OF 12 INCHES AND INCORPORATE FERTILIZER -TRENCH THE EDGE OF THE PLANING BEDS INSTALLEDGING WHERE APPLICAB LE - REMOVE ALL ROCKS AND DEBRIS -INSTALLPLANTS AS PER PLANTING DETAIL AND SPECIFICATIONS • INSTALL SPECIFIED MULCH TO SPECIFIED DEPTH - WOOD MULCH SHALL BE PULLED AWAY FROM STEMS/I'RUNKS OF ALL PLANTS. - WATER AS PER DETAIL AND SPECIFICATIONS 2. CONTRACTOR SHALL NOT PLANT TREES OR SHRUBS IN PLANTING PITS WHERE HIGH WATER OR OTHER UNFORESEEN CIRCUMSTANCES ARE ENCOUNTERED. CONTRACTOR SHALL NOTIFY OWNERI ANDSCAPE ARCHITECT IMMEDIATELY N SUCH INSTANCES. 3. ALL PLAIN MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED 1N THE PLANT SCHEDULE. 4. OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMTIATIONS. CONTRACTORS UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 5. CONTRACTORSHALLFIEI.DSTAKE PLANTING ACCORDING TOPLAN. OWNER/LANDSCAPEARCHIIE.CT SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 6. BID FORM QUANTITIES TAKEPRECEDENCE OVER PLAN QUANTITIES. LANDSCAPE ARCHITECT SHALL MAKE ADJUSTMENTS TO LAYOUT INSUCH INSTANCES. SODDING REQUIREMENTS: SOD SHALL BE PLACED IN .ALL DISTURBEDAREAS WITHIN CONSTRUCTION LIMITS THAT ARE NOT HARD SURFACED, PLANTING BEDS, OR INDICATED OTHERWISE, IN ACCORDANCE TO THE PLAN AND SPECIFICATIONS. ALL AREAS OUTSIDE OF CONSTRUCTION LIMITS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE SODDED BY THE CONTRACTOR AT CONTRACTORS EXPENSE. REM TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. gL mac;. e F �+ 0 M 5 T H'%'- A KE N U ITU MING IMeuxrmc acr TRUNK OR PLANT STEM. MULCHED AREA SHALL FORM A WELL " mmuTtmem soR AROUND PLANTS OR PLANTING DS. BE %- ' '«3 --42-' CONTAINER STOCK ROCK MULCH: UNIFORM DEPTH OF LANDSCAPE ROCK SHALL BE PLACED OVER Zt "wl B&B LANDSCAPE FABRIC IN AREAS INDICATED ON THE PLANS. u PLANTING DETAIL - ALL PLANTS \\ // Oil NOT TO SCALE 14 Jud SummaCreF t�s 0 AT>vi —vot4Nc- SH�,/ -1� BY S1Al T, GENERAL NOTES: SITE SURVEY AND BOONDARY INFORMATION PROVIDED BY OWNER CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION ON THE SITE, AS CHANGES TO THE ORIGINAL SURVEY CHANGE PERIODICALLY WITH ONGOING CONSTRUCTION WORK ATTHE SITE. NOTE: ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER /LA -E FOR CLARIFICATION PRIOR TO ANY ADDITIONAL WORK BEING COMPLETED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION S7ART. CONTRACTOR IS RESPONSIBLE FOR ALL LOCATES. ALL LOCATES SHALL BE REVIEWED BY THE OWNE ULAZ PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES, UTXITTES. TREES. SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE TO EXISTING ITEMS TO REMAIN (.AT CONTRACTOR'S EXPENSE) AND IS CONSIDERED INCIDENTAL TO THE CONTRACT. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO BACK OF CURB WHERE APPLICABLE, UNLESS STATED OTHERWISE. FIELD VERIFY (FV) ITEMS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PLANTING NOTES: 1. ALL PLANTING BEDS SHALL BE PREPARED N THE FOLLOWING MANNER: - REMOVE EXISTING VEGETATION, ESPECIALLY GROUNDCOVER -ROTOTHl TO A DEPTH OF 12 INCHES AND INCORPORATE FERTILIZER -TRENCH THE EDGE OF THE PLANING BEDS INSTALLEDGING WHERE APPLICAB LE - REMOVE ALL ROCKS AND DEBRIS -INSTALLPLANTS AS PER PLANTING DETAIL AND SPECIFICATIONS • INSTALL SPECIFIED MULCH TO SPECIFIED DEPTH - WOOD MULCH SHALL BE PULLED AWAY FROM STEMS/I'RUNKS OF ALL PLANTS. - WATER AS PER DETAIL AND SPECIFICATIONS 2. CONTRACTOR SHALL NOT PLANT TREES OR SHRUBS IN PLANTING PITS WHERE HIGH WATER OR OTHER UNFORESEEN CIRCUMSTANCES ARE ENCOUNTERED. CONTRACTOR SHALL NOTIFY OWNERI ANDSCAPE ARCHITECT IMMEDIATELY N SUCH INSTANCES. 3. ALL PLAIN MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED 1N THE PLANT SCHEDULE. 4. OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMTIATIONS. CONTRACTORS UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 5. CONTRACTORSHALLFIEI.DSTAKE PLANTING ACCORDING TOPLAN. OWNER/LANDSCAPEARCHIIE.CT SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 6. BID FORM QUANTITIES TAKEPRECEDENCE OVER PLAN QUANTITIES. LANDSCAPE ARCHITECT SHALL MAKE ADJUSTMENTS TO LAYOUT INSUCH INSTANCES. SODDING REQUIREMENTS: SOD SHALL BE PLACED IN .ALL DISTURBEDAREAS WITHIN CONSTRUCTION LIMITS THAT ARE NOT HARD SURFACED, PLANTING BEDS, OR INDICATED OTHERWISE, IN ACCORDANCE TO THE PLAN AND SPECIFICATIONS. ALL AREAS OUTSIDE OF CONSTRUCTION LIMITS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE SODDED BY THE CONTRACTOR AT CONTRACTORS EXPENSE. REM TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. gL mac;. e F �+ 0 M 5 T H'%'- A KE N U ITU MING MECH. BUILDING FOUNDATIONISHALL BE PLANTED 10, ORN.AMENT.AL ' IN I SHRUBS IN SELECT L6CATONS AND ATI --42-' re Glee Meole SHAUBI XCFI¢U W •-'-- "wl B&B ffee I u OF DECORAi1VE 1(OCK MULCH (TYP) \\ // T, aLAANDSCAPE PLAN j 14 Jud SummaCreF `A\IIF/' ` = tt f 11 Bur oak I {�" ral. B&B 1 Xo- f......�.1—_ ....... __........... i P / 1 J1 Sm om sp ;5 -gal. rtN� �' 11 Bur oak i L U K 1 ! m'i 5-gaLP ucd n I t MECH. B 1 5 U V..f N D U elm MRM B; T U I I N O'O SE_ i I E I T U M i N PLANTING NOTE: ALL PLANTS AND PLANTING BEDS NOT PART OF BUILDING FOUNDATION PLANTINGS SHALL BE MULCHED WITH 6" DEPTH OF SHREDDED HARDWOOD MULCH (TP) RESTORATION NOTE: ALL DISTURBED AREAS WITHIN CONSTRUCTION LIMITS SHALL BE SODDED(TP) B Fk'P7C0'O FENCE-, re Glee Meole "wl B&B ffee I ) (3 Si— GIN..). !E T, aLAANDSCAPE PLAN 0.17. B 1 5 U V..f N D U elm MRM B; T U I I N O'O SE_ i I E I T U M i N PLANTING NOTE: ALL PLANTS AND PLANTING BEDS NOT PART OF BUILDING FOUNDATION PLANTINGS SHALL BE MULCHED WITH 6" DEPTH OF SHREDDED HARDWOOD MULCH (TP) RESTORATION NOTE: ALL DISTURBED AREAS WITHIN CONSTRUCTION LIMITS SHALL BE SODDED(TP) B Fk'P7C0'O FENCE-, re Glee Meole "wl B&B rr` f�{byy-$�•�j BGUMNO:IS 90 Scale V = 30' a � {te{'ll ,� P l!N ' z. Prp)epp -17 per: ]Z1 -0B R^pRbm: t. 2 ;1 1. �I na:epy w4q Net tl6 pYn. c1:e �tlpnareppn wr papa w nre oru,aerna 4Yenw n41a,. RaLANDSCAPE ARCHRELT :Sb : MINNESOTA NamOer: 40666 StareNN: i i u N �a O2 r , W^ a c co O C�6 C 0 � C) a al I {� 0 Q I Q W Sheet # L I A P P L E W O O D POINTE CRYSTAL 7 5 UNIT SENIOR C O O P �,Y--� R T I C T E 1%�I..,� 1' ��// CRYSTAL, MINNESOTA T N I r-I,T� E D PROPERTIES �IT�, O P E �Ij�, �jlj1 I E S ''7� J III 111111-.�, 1' f�L-1�'y' IIIA-•{. 1" �IILK@d JIL 111111--{ / p\J' FORUNITED 11L V1 N I ..• fit` G U P, E n F ¢ 1 x` � n U �.. C w � � ABBREVIATIONS A.P. ACCESS PANEL EXT. EXTERIOR PTH. AC. ACOUSTIC FLASH. FLASHING P.A.R. AC. BD. ACOUSTIC BOARD FL FLOOR PUS. AC. T. ACOUSTIC TILE F.D. FLOOR DRAIN PL ADD. ADDENDUM FIN. FINISH POL ADDN. ADDITION FFE rINISH FLOOR Q.T. ALUM, ALUMINUM ELEVATION R. ALT. ALTERNATE F.E. FIRE EXTINGUISHER R.C. A.B. ANCHOR BOLT FR FRTUBE REF. ANGLE FIX FRAME REG. APT. APARTMENT F.A. FRESH AIR REO. A.T. ASPHALT TILE FUR. FURRING RET. O AT G.I. GALVANIZED IRON R.O. BSNT. BASEMENT GA. GAUGE B.S.RM.ROOM B. BATHROOM GEN. GENERAL R.S BMA- BEAM GL GLAZED; GU55 0 BRC. BEARING GYP. GYPSUM RUB. B.R- BEDROOM HOW. HARDWARE S.F. B.M. BENCHMARK HDCP. HANDICAP SETT. BET. BETWEEN HDR. HARDWOOD SMT. BIT. BITUMINOUS HDR. HEADER SIM. B LK. BLOCK HTR. HEATER S. a W. BLOCKING HT. HEIGHT S.B. BD. BOARD H.C. HOLLOW CORE S.C. B.W. BOTH WAYS H.M. HOLLOW METAL SPEC. BOT. BOTTOM HORIZ. HORIZONTAL S. BUN. B.C. BOTTOM OF CURB H.B. HOSE BIB SO. BRKTS. BRACKETS H.W. HOT WATER S 8 V ST. ST. BR. BRICK INCL- CAB. CABINET INST. INSTRUMENT STD. CPT. CARPET I.D. INSIDE DIAMETER STL. C.W. CASEWORK NSUL INSULATION STIR. C.I. CAST IRON INT. INTERIOR SUSP. C.B. CATCH BASIN INTER. INTERMEDIATE S. CAULK (SPELL OUT) INV. INVERT SW. BD. CER. CERAMIC JAN. JANITOR TUB CCG- CEMENT JT. JOINT TEL CEM. CEMENT JST. JOIST T.V. C.T. CERAMIC TILE LP. LAMINATED PUSTIC TER. C.O. CLEANOUT UV. LAVATORY TEXT. CLO. CLOSET LT. LIGHT T.P.H. COL COLUMN LW.C.B. LIGHTWEIGHT CONCRETE T.G. CONC. CONCRETE BLOCK T.O.E. COND. CONDUCTIVE UN. LINEN CLOSET T.O.P. CONST. CONSTRUCTION UNO. UNOLEUM T k G CONT. CONTINUOUS L.R. LIVING ROOM T.B. CONTR. CONTRACTOR M.O. MASONRY OPENING T. C.J. CORRIDOR MAX. MEXIMUMCHANI TMP. C.J. CONTROL JOINT MECH. MECHANICAL U. GSK. COUNTERSINK M.C. MEDICINE CABINET DET. DETAIL MET. METAL U.H. DIM. DIMENSION MIN. MINIMUM V.S.E. DR DINING ROOM MISC. MET, MISCELLANDOLS DISP. DISPOSAL METAL V. DR DOOR MLDG. MOLDING VENT. DN. DOWN (FOR STAIRS) MTD. MOUNTED DWG. DRAWINGS N.L. NO CHANGE VERT. DF DRINKING FTN. N.I.C. NOT IN CONTRACT VEST. EA. EACH N.T.S. NOT TO SCALE V.A.T. ELEC. ELECTRICAL NOM. NOMINAL V.W.G. E. ELEVATION NO. NUMBER WAINS. ELEV. ELEVATOR OBS. OBSCURE W.C. E . ENAMEL O.L. ON CENTER WOO. ENGR. ENGINEER OPI4G. OPENING W. GL ENT. ENTRANCE O.D. OUTSIDE DIAMETER W.I. EQUIP. EQUIPMENT O.H. OVERHEAD W/D EXIST. EXISTING PT. PAINT W.R. EXP. EXPOSED OR PNL PANEL W.R.B. EXPANSION PR. PAIR PARTITION PATCH AS REQUIRED PLASTER PLATE POLISHED QUARRY TILE RADIUS OR RISER RAIN CHUTE REFRIGERATOR REGISTER REQUIRED RETAINING ROOF DRAIN ROUGH SAWN ROUND RUBBER SANDFLDAT FINISH SECTION SHEET SIMILAR SINK SOIL BORING SOUD CORE SPECIFICATIONS SPLASH BLOCK SQUARE STAIN AND VARNISH STAINLESS STEEL STANDARD STEEL STRUCTURAL SUSPENDED SWITCH SWITCH BOARD BATHTUB TELEPHONE TELEVISION TERRAZZO TEXTURE TOILET PAPER HOLDER TOP OF CURB TOP OF DECK TOP OF PARAPET TONGUE AND GROOVE TOWEL BAR TREAD TYPICAL UP (FOR STAIRS) OR URINAL UNIT HEATER VENEER SHELF ELEVATION VENT VENTILATION OR VENTILATOR• VERTICAL VESTIBULE VINYL ASBESTOS TILE VINYL WALL COVERING WIANSLOTE WATER CLOSET WINDOW WIRE GUSS WROUGHT IRON WITHOUT WATER RESISTANT WEATHER RESISTIVE BARRIER BUILDING C0DE APPLICABLE CODES: IBC 2000 EDITION, 2003 STATE OF MINNESOTA AMMENDMENTS AREA! AREA3 A. ASSEMBLYAREAG AREA 2: (GARAGE LEVEL! A. OCCUPANCY CLASSIFICATION F. MIXED OCCUPANCY CTION-RESIDENTIAL A. OCCUPANCY CLASSIFICATION B. TYPE OF CONSTRICTION ACTUAL I ALLOWABLE PR FL GROUP A, DIVISION 3 - ASSEMBLY (DINING ROOM) GROUP R, F VISION CONSTRICTION A3- BASE ALLOWED - 11, 500 SQ.FT. TYPE V - A ACTUAL/ALLOWCABLE PR FL, 'I ACTUAL FLOOR AREA - 4, 410 SQ. Fr. AREA 1 GROUPS DIVISION 2 - GARAGE SPRINKLED UNDER NFPA 13 28320/33750 +4410143125 =.93 <t B. TYPE OF CONSTRUCTION C. LOCATION ON PROPERTV� 1 -HR RATED AREA WITH 45 MIN RATED OPENINGS �1��q1y�q FRONTAGE INCREASE CALCULATION : I.L TYPE IA -3 HR SPRINKLED UNDER NFPA 13 R TOTAL BUILDING PERIMETER - P =1296 S.F.. D. ALLOWABLE FLOOR AREA PER FLOOR OPEN FRONTAGE PERIMETER - F= 1296 S.F. C_FLOOR AREA MIN. WIDTH OF PUBLIC WAV - W -30 R2 -BASE ALLOWED - 11,500 SQFT. It=1001129611296-0251,30!30= h75 S2 -BATE ALLOWED -UNLIMITED INCREASE FOR FRONTAGE - - 8, 625 SOFT. D. ALLOWABLE FLOOR AREA PER FLOOR INCREASE FOR SPRINKLERS - 11, 500 %2= 23,000 SOFT. ACTUAL FLOOR AREA - 32, 308 SOFT. D. BUILDING HEIGHT R2 -BASE ALLOWED- 72,000 SOFT. TOTAL ALLOWABLE PER FLOOR - AR A 3 17,500+8625+23000=4312550. FT 7STORV(BASEMENT) INCREASE FOR FRONTAGE- -9,000 SOFT. INCREASE FOR SPRINKLERS -12000X2=24,000 SO. FT. TOTAL ALLOWABLE PER FLOOR -45,000 SQ FT. PER FLOOR 45.000 x (3) FLOOR -135,000 S.F./(4) STORY=33, 750 PER FLOOR ACTUAL 1ST FLOOR AREA - 28, 320 (R- OCC.) 60. FT. +4410 (A- OCC.) =32, 730 S.F. ACTUAL 2ND FLOOR AREA - 31, 628 SO. FT.7_­ ACTUAL 3RD FLOOR AREA - 32, 308 SQ. FT. ACTUAL 4TH FLOOR AREA - 32, 308 SQ. FT. ACTUAL TOTAL (FOE ALL FLOOR) - 128, 974 SQ. FT. NOTE: ATTIC SPACE SHOULD BE SPRINKLED ENTIRELY E. BUILDING HEIGHT 4STORY civ u.x ,., ." € 3 £ 4 t H' N7'-� A 4 �- - _ 4 - '. - - R' m z - - -- v - L Y SITE 1 A = n... 6' , i. E I "•° -- a A T - r '- A, a' - -- _• - T • - ----�-6 iC?tlA Q ` ' O n U E u D n9 T11 _ m N [ p v n E m $v' m mrN <�-� H 0 O m'- " N W Z d I, Z ry MATERIALS SYMBOLS BUILDING DATA SITE DATA PROJECT TEAM p CONCRETE GYPSUM BOARD Y r ® BRICK ® ACOUSTIC TILE ELEVATION SOIL BORING NET RESIDENTIAL AREA BUILDING COVERAGE = 32, 730 SQ.FT. OWNER: UNITED PROPERTIES 3500 West American BWtl. BLOOMINGTON, MN 55431 STRUCTURAL ENGINEERS: BLANCHARD ENGINEERING 6936 WASHBURN AVE S RICHFIELD, MN 55423 _ a v LL r CONCRETE BLOCK ® METAL DETAIL NO. �SHEET No. METAL STUD FINISHED WOOD w PARTITION WINDOW TYPE 1 GARAGE AREA = 32, 308 SQ. FT. ARCHITECT: JSSH ARCHITECTS CIVIL ENGINEERS: FRA McCo McCombs Flank Ross Suits 140 Inc. 7480028 h Avenue N. Suits 140 Y PARKING FIRST FLOOR = 32, 730 $Q. FT. WOOD STUD ® PARTITION ® ROUGH WOOD los �� DOOR No. ADDITIONAL PARKING STALLS FOR CHURCH 42 STALLS 14525 HIGHWAY 7 MINNETONKA,MN55345 Plymouth, MN, 55447 MECHANICAL ENGINEERS: SECOND FLOOR = 31, 628 SQ.FT. ON GRADE TOTAL (FOR CO-OP) 39 STALLS EARTH PLYWOOD GRAVEL ® GLASS BATT OR LOOSE ® FILL INSULATION ® RIGID INSULATION FEG FIRE EXTINGUISHER WITH CABINET E FIRE EXTINGUISHER ON BRACKET LANDSCAPE ARCHITECT Brauer& As atuates. LTD 1041] E,clsbr, BWtl-Suite one P1ymo�tn. MN, ss4T ELECTRICAL ENGINEERS: J a U) h Jul U H w w z UU THIRD FLOOR = 32, 308 SQ.FT. FOURTH FLOOR = 32, 308 SQ.FT. TOTAL BUILDING GROSS = 128, 974 SQ.FT. GARAGE 75 STALLS TOTAL BUILDING GROSS (INCL. GARAGE) = 161,282 SQ.FT. TOTAL 114 STALLS SHEET INDEX UNIT BREAKDOWN a Of Il 0 0 CS. COVER SHEET CIVIL DRAWING C1 GRADING, DRAINAGE AND EROSION CONTROL PLAN CIA GRADING, DRAINAGE AND EROSION CONTROL PLAN C1B GRADING, DRAINAGE AND EROSION CONTROL PLAN ARCHITECTURE DRAWING (CONTINUE) 2.3 SECOND FLOOR PLAN - OVERALL PLAN 2.31 ENLARGED SECOND FLOOR PLAN (AREA - A)4.2 2.32 ENLARGED SECOND FLOOR PLAN (AREA- B) ARCHITECTURE DRAWING (CONTINUE) 4.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 4.3 EXTERIOR ELEVATIONS UNIT RGGRROSS DIMENSIONS 1st 2nd 3rd 4TH TOTAL GROSSS AREA NET Ate' (SQ. OTAAREANE AREA Q O H 3 z uJ =) a- D E Q OLL A BR DeBdousl t BATH 0 0 0 835 784 784 835 28'X30' B 2BR LIBERTY/26ATH 0 1 1 1 3 1171 1107 3321 3513 28'X42' B1 2BR McImceIV 2 BATH 0 1 1 1 3 1003 953 2851 3009 28'X42' C 1BR /DEN HemI30N 1 BATH 1 1 1 , 4 1214 1152 4608 4856 2B', ANGLE C2 UTILITY PLAN C3 NOTES AND DETAILS C4 NOTES AND DETAILS CS CROSS SECTION PLAN C6 EXISTING UTILITIES REMOVALS AND ABANDONMENT PLAN C7 GRADING AND UTILITY PLAN 2.4 THIRD FLOOR PLAN - OVERALL PLAN 2.41 ENLARGED THIRD FLOOR PLAN (AREA- A) 2.42 ENLARGED THIRD FLOOR PLAN (AREA- B) 2.5 FOURTH FLOOR PLAN - OVERALL PLAN 2.51 ENLARGED FOURTH FLOOR PLANAREA-A ( ) 2.52 ENLARGED FOURTH FLOOR PLAN (AREA- B) 5.1 WALL SECTIONS 5.2 WALL SECTIONS 5.3 WALL SECTIONS 5.4 WALL SECTIONS 5.5 WALL SECTIONS E 2 B Empire/ 2BATH 1 1 1 1 4 1273 1220 4080 5092 8'x 34'(AN GLEI G 2 B CORT AND/2 BATH 4 a a 4 16 1295 1223 19568 20720 32'X47' G1 28RIDEN GALAI2 BATH 1 , , 1 4 16M 15n 6308 6616 37 X 39'/ANGLE G2 2BR/DEN GAPLUS/2 BATH 0 1 , 1 3 1706 16,1 64 6824 32'x 399ANGLE LA 44 1 2BR BRAEBURN/2 BATH 1 2 2 2 7 1255 1196 8372 8785 28'X45' LANDSCAPE PLAN 2.6 ROOF PLAN 6.1 INTERIOR ELEVATIONS L 2BRIUEN ROME72BATH 3 3 3 3 12 1395 1328 15936 16740 28'X50' L, 2BROEN SOUTHERN ROSE/2 BATH 3 3 3 3 12 1395 1328 15936 16740 28'X50' L1 OVERALL SITE LANDSCAPE PLAN 2.61 ENLARGED ROOF PLAN (AREA- A) 6.2 INTERIOR ELEVATIONS M 2BR/DEN HONEY CRISP 2 2 2 2 8 1525 1457 11656 12200 28'X48' L2 COOP LANDSCAPE PLAN 2.62 ENLARGED ROOF PLAN (AREA- B) 6.3 INTERIOR ELEVATIONS L3 COOP LANDSCAPE ENLARGEMENT PLAN L4 COOP GARDEN BED LAYOUT AND DETAILS ARCHITECTURE DRAWING 1.0 SITE PLAN 2.7 REFLECTED CEILING PLAN 3.1 1/4" UNIT PLANS 3.2 1/4" UNIT PLANS 6.4 INTERIOR ELEVATIONS 7.1 DETAILS 7.2 DETAILS 6.1 DOOR &FRAME TYPES, SCHEDULES, W N 1n ECA 0 p 2 B WASHINGTON 0 0 1 1 2 1445 1381 2762 2890 28'X45' N 2 B FUJI 0 0 1 1 2 1057 1004 4016 4228 28'X38' 1.1 ENLARGED SITE PLAN FOR CO-OP BUILDING3.3 2.0 OVERALL FOOTING AND FOUNDATION PLAN 2.01 ENLARGED FOOTING AND FOUNDATION PLAN (AREA- A) 2.02 ENLARGED FOOTING AND FOUNDATION PLAN (AREA- B) 1/4" UNIT PLANS 3.4 1/4" UNIT PLANS 3.5 1/4" UNIT PLANS STRUCTURAL DRAWING S-1 THRU S-3 STRUCTURAL FRAMING PLAN S-4 THRU S-8 STRUCTURAL DEATILS 00<g OOr cJ0 0 � 3 TOTAL 1 BEDROOM TOTAL 2BEDROOM AND DEN 4 job 2.1 GARAGE PLAN - OVERALL PLAN 2.11 ENLARGED GARAGE PLAN (AREA - A)3.7 2.12 ENLARGED GARAGE PLAN (AREA- B) 2.2 FIRST FLOOR PLAN - OVERALL PLAN 2.21 ENLARGED FIRST FLOOR PLAN (AREA - A) 2.22 ENLARGED FIRST FLOOR PLAN (AREA- B) 3.6 114" ENLARGED PLANS 1/4" ENLARGED PLANS 3.8 114" ENLARGED PLANS 3.9 114" ENLARGED PLANS 5 49 05-49 TOTAL 2 BEDROOM a, TOTAL 2 BEDROOM AND DEN 29 TOTAL UNITS 6 B 20 z0 75 TOTAL OFONE GUEST ROOM 448 Mae aae ane TOTAL GROSS AND NET AREA 96966 02068 A j 1 GARAGE PLAN 2.1 SCALE: 1116— 1'ff N r w L' W U r W K LU z z a o 0 a a 0 0 0 Z 7 a 0 IL O b 05-49 2.1 C I me Los Los 351'-0' 187'•5' 183'-7' 39'-0' 501-0' 48'-T 50'-0' 38'-0' 126'-0' 26'-T 5, 2749' 34'-171/2' 42'-35/6' 26-0' � j7N § o 5 raxcH R n n \ ROME M -UNIT 106 LJ O i L -UNIT ROME a �• \ L -UNIT FUJI iv��rso 24- V-5 m ,� GALA 108 N -UNIT 1a -o x zo-1 &FtEEj M ° �:• d 51 -UNIT \ 110 X 27-2 15 103 \ bnr•1�aom+ 1 L68-6 33-4 X 14-0 . 12.0 x i 7 City I a'n a rn M EXERCISE Y r `; �' E as 5T6RA5E SHIN6T0 - JH 25-5 X 13-10 v� CORTLA E2 Gi-IT --- w M sAuwA a `o 0 d 6 -UNIT \ 105 9rm T¢ 102 a BRAEBURNC ROME ART . w E E-15 ST9i \\ 1 UNIT O EL.L. 11NIT O uO urr�e r orfs 395sF. ® mv39 P\ HONEYCRISP 13-2 X 13-6 23-10 X 29-2 2-0 X 115- ? M -UNIT mmEo 0 a m¢ 109 m 159 mE b' '3i• 2 5S 718 10-0 3/4' 9 23 7/8' !2' 73-53/8 gm -0 . vn, L 2' 3/B' ' 4 �B, �� L m 1LGORT m z 5 -UNIT 45-0' 45'-0' 48-0 718 20-0 50'-0 7/8' 38-3 3 2V-5 7/8' HARAL5 N A� —r --UNIT tiomo Q o O 2 160'-1318' 110'-37re 118 o a p� 46 EMPIRE 'r2" Z `�i• b. >$ P^� 270-5114• z IE -UNIT m L z Q m Q m o b a O R R GORTLAN GORTLA F 5 -UNIT 5 -UNIT F @ 1'-0 119 120 o• 4 A � ip F F 9b' 9'-0 1 4Y 14'4T 14'-0' 17 F r rn 6 L) W_ v ~ FIRST FLOOR PLAN W 22 SCALE: 1/16' a 1'-0' z a O O X CL a o ° O tW w z J = e z 5 a J LL '� K:1 LL J� I J 0 co b-, 05-49 of sheets 2.2 C 0 351' 0 V1 39'-0' 50'-0' 167'S /8'-0' L 23-4 7fir 50'-0' 38 '-0' 163'-T -0 d5'' 42'-0' 39'-0' 4 HONEYGRISP < 26-0' m 0 T i -- ROME'• M -UNIT 206 a't 100 ti �� L -UNIT 2001 ROME L -UNIT FUJI BRAEBURN LIBERTY A GALA 208 N -UNIT 1 -UNIT B -UNIT 61- IT 61-031T �\ 210 212 214 21 6 za w m U ym Oo ? C N ¢ STbRAGE SHIN6T0 01 ■ ■ ¢ 2 G01 d ORTLA 2 2 Q -UNIT 205 (S -UNIT ,ss 202 �\ a BRAEBURN ROME oae o 5TORAGE 242 � 1, E o `ST I 1 -UNIT EL. L. L -UNIT e . MGINTO g° - m qi R 207 269 211 °W 3- 3-6 BI -UNIT ���� HONEY 216 m° o aN - c¢¢ m M -UNIT 209 4 EL. : 0g m P 2059 nym Emm om 3� 257/e 3/4' 2341 13'-5 384'-l(r nEm '+b• GORTLA G-UNIT16 201 p^ l 45'-0' 45'-0' I6'-07/6' 20'-0' 50'-07/8' 38'-33 21'57/6' HARKL N £m - nc. vp G-UNIT u m 12. b 6Q ,t[ ° 160'-1 318' 110'-3 718' \ 216 m fl y �¢ y4p EMPIRE Z 27015114'V E -UNIT 14.01 $¢ $ �¢ ♦ a b O Q m F m N GORTLAN GORTLA § G -UNIT ` 6 -UNIT 1' 219 220 '01 � 4 g 4 m § 1 -0' 14'-0' 14'-0' 171VF 31' " 9114r } y Lu �1SECOND FLOOR PLAN 62 0' v 23 SCALE: 1/18'•1'-0' H W z a o z a a 0 0 00 W z J D da 0 o Q LL z 5 a 0 O J LL O, 04 Lu J W J 6 o co ob no. 05-49 of sheets 2.3 C A Ll 0 38'-0' 50'-0• 48'-0• 23-0 70 77'•3 351'-0 50'-0' 38'-0• 45'-0• 163'•T 42'-0• 39'-0• §_ 26-T HONEYCRISP m 5• v m zs-0 m c T -- M -UNIT W ROME' 306 ,• L -UNIT 304 ROME L -UNIT FUJI BRAEBURN LIBERTY GALA °m W •""'� a m� �• ,� GALA \ 308 N -UNIT I -UNIT B -UNIT GI -UNIT GI -UNIT \ g10 312 314 315 �,E M F3_0_31\ aAy� M'C Y >• Uj � tCi STORAGESHINGTOOL ESTORAGE , 0 m 4¢ CORTLA 3 2 a -UNIT 12. 305 G -UNIT ,¢ 302 \ �. \ "BIRAEBURN�)E ROME o o EL. L. L-UNITm2 SOUTHERN I -UNIT MCINTOS �E'o �n:59 \ HONEYCP15P 369 311 13131 BI -UNIT 316 m -5 �¢¢ MN'T . � m 9 5 e 9 � Em nE° �ia• 3/4 9-538 23-4 7/8' 57B10'-0 13-5 3/8' 24'-10r 11-8 5/8' ' o 3 6_m om 'ten• 45'-0' 20'-0' 50'0 7/8' JB � 'S. -0 y LOORTLA G -UNIT 301 • p HARMS N t n m c 'r �i^ 160•-1318' 110'•37/8' r, -UNIT 318 1mi . o . 0 EMPIRE ;_'• c 2 c z 270'-s 114• z E -UNIT S �' 6 ? m »• 4 �\ 317 `� -6'mQ i o ^¢ b W xLL n aD N CORTLAN CORTLAN Q G - UNIT (5 -UNIT F r- 319 320 I'4r m m 9'4• 1-0• 14'4' 14•-0• 1 co } �1 THIRD FLOOR PLAN 6z-0 64'-0' w z w U w a' 2.41 SCALE: 1/16'=1'-0' Z w O 0 CL a 0 0 00 W z J = a K e ¢ z 5 a O 0 O J 04 irn TO J J w 80 5 1 ub no. 05-49 of shreis 2.4 on 0 351'-0' Los _ 39'-0' 50'-0' IB' -0' S0'-0' 38'-0' 763'-T § 26'-0• 23'4 /8 11.5518' HONEYGRISP S § 65'-0' 42'-0' 39'-0' 26'-0• m m / / \ ROME M -UNIT 406 .n N L -UNIT 404 ROME �o GALA L -UNIT 408 FUJI N-"[ BRAEBURN ]ZIP -UNIT I -UNIT LIBERTY B 6ALA 61 -UNIT \\ 410 412 -UNIT 414 61 -UNIT 415 ti 403 m E A tZj mGw yzx > STORAGE cc HIN6T0 • .�-..�-F 6 GORTLAN 4 2 Q -UNIT 405 ��t STORAGE a� ° u 6 -UNIT t¢ 402 \ a BRAEBURN THONEYTCTRISP ROP1E Sr \� 1 -UNIT EL. L. L -UNIT SOUTHERN . MGINTO 3 E m m 411 14131T BI4161T '�'Zv, N.c°5 w9 459 m o m o 0 25-5 7/8' [10'-03/4'L9 'S 318' 23'd 7I8' 7 7' 12' S 7/8' 13'5 3/8' 2d' -10r 71'5 5/8' m a m ; b. GORTLA r 318' 45'-0 45'-0' 48'-0 7/6' 2a-0• 50'-0 718• 9'-0 i �B• o - g 6 -UNIT �o ?'zq. a01 Q HARA1 N G e m a a r n 160.1318' 10,37V -UNIT c IOD N 9, e EMPIRE 279-5114- Y E -UNIT in m$ n o Z m T 4 0 � >o 4 � E yLL 4 m �lY GORTLAN GORTLAN F S -UNIT 6 -UNIT t•-0• 419 420 •-0• 1 -01 14'-0' 141 1 -0' F 31' 1•-0• } to %+1 FOURTH FLOOR PLAN 6r-0 L1 U 2.5 SCALE: 1n6'=1'-0' 64'-0' w w F- w Z o a o a 0 w O 7- w Z � leJ o ea Z 5 o. 0 0 0 J LL F o D 0. LL � J� J Er J 8 wa 8 0 a) ob no. 05-49 of shoe s 2.5 job no. 05-49 of sheets 4.2 ob no. 05-49 of sneers 4.3 CITY COUNCIL ACTIONS ON PLANNING COMMISSION ITEMS September 5 2006: Approved (4-2) a variance from the side setback requirement for a patio at 4510 Brunswick Avenue North. The Council's action on this item was not consistent with the Planning Commission's recommendation. No findings of fact were stated by the Council in the approval motion.