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2007.06.11 PC Meeting PacketCRYSTAL PLANNING COMMISSION AGENDA SUMMARY June 11, 2007 7:00 p.m. Crystal City Hall — Council Chambers 4141 Douglas Dr N A. CALL TO ORDER B. APPROVAL OF MINUTES • May 14, 2007 regular meeting* C. PUBLIC HEARINGS D. OLD BUSINESS 1. Consider Application 2007-03 for a Preliminary Plat and Site Plan Review for a retail building at 4921 West Broadway.* (Continued from May 14, 2007 meeting.) E. NEW BUSINESS F. GENERAL INFORMATION 1. Staff preview of likely agenda items for July 9, 2007 meeting G. OPEN FORUM H. ADJOURNMENT "items for which supporting material will be included in the meeting packet CRYSTAL PLANNING COMMISSION May 14, 2007 A. CALL TO ORDER PAGE I OF 5 The regular meeting of the Crystal Planning Commission convened at 7:00 pm with the following members present: Sears, Nystrom, Whitenack, VonRueden, Buck, Hester, Schiebe and Strand. Also present were city staff members Sutter and Zimmermann, and Council Liaison Anderson. B. APPROVAL OF MINUTES Moved by Commissioner Nystrom and seconded by Commissioner Buck to approve the minutes of the April 9, 2007 regular meeting. Motion carried. C. PUBLIC HEARINGS 1. Consider Application 2007-03 for a Preliminary Plat and Site Plan Review for a retail building at 4921 West Broadway. Mr. Zimmermann summarized the staff report, and said that the only additional item not addressed in the staff report is that the proposed building exterior does have some blank walls and these are not permitted by code. Commissioner Sears asked about sign setbacks, and whether the sign would need to be brought back to the Planning Commission. Mr. Zimmermann said the setback is 10 feet from the lot line and plan review and permit issuance would be handled by staff. Chair Whitenack asked about the minimum trash enclosure setback; Mr. Zimmermann said it is 5 feet. Chair Whitenack asked about the metal building exterior and lack of ornamentation; Mr. Zimmermann said the metal exterior does meet our code requirements but Planning Commission may add conditions requiring specific ornamentation instead of blank walls. Commissioner Hester asked how merchandise is delivered to the site; Mr. Zimmermann said that question would best be answered by Mr. Wold from O'Reilly Auto Parts. Public hearing opened. Robert Hall (no address provided) spoke in opposition to the project with the following questions and comments: ■ Have there been any independent traffic studies showing the impact of the project? After "no" answers from Mr. Wold and Mr. Zimmermann, he said such studies should be done; there's already a speeding problem on Fairview and Zane PAGE 2 OF 5 due to cut -through traffic; what about cars stopping in traffic to turn from west Broadway into the O'Reilly parking lot? ■ How far away from the site did the city send the hearing notice? After a "350 -- feet" answer from Mr. Zimmermann, he said that's not far enough. ■ Is concerned about loud car stereos from the O'Reilly parking lot. ■ Is concerned about the presence of a liquor store across the street; he's in the auto business, knows that people drink while working on cars, and that they will drink and drive; there should be a study done about that. There should also be a study done regarding a pedestrian crossing between the liquor store and O'Reilly. ■ How many deliveries will the store make to its customers, and what sort of trucks will be used? And what about deliveries from the warehouse? ■ Absolutely there should be no access to the alley or Xenia Avenue. ■ How often are dumpsters picked up? It's noisy. ■ The building's metal walls will cause noise to echo. ■ Will there be compensation paid for devaluing adjacent houses? Will it be lump some or a recurring payment? ■ How high is the building, and what is the texture of the exterior? ■ Have they considered other locations in the area? Mr. Wold said there are no other options in the area. Chair Whitenack offered that many of Mr. Hall's questions could be answered by reviewing the materials in the Planning Commission packet. Mr. Zimmermann explained to Mr. Hall that the materials have been available for public review at City Hall. Commissioner Strand asked how high the berm along Xenia would be. Mr. Zimmermann said the plans show 5 feet but Chair Whitenack said based on the width of the berm it could only be about 3 feet high. Mark Wold representing O'Reilly Auto Parts addressed the Commission: ■ They agree with the staff recommendation except denial of access to the alley. When they first began researching this site, staff told them no access to Xenia, only to West Broadway and the alley. There is no way to turn a truck around on- site; that's why access to the alley is critical. They will not guarantee that there will never be an 18 -wheeler making a delivery to the site but occasionally there will be, perhaps once per day; and alley access is necessary for 18 -wheelers to exit the site. A 16 foot wide exit drive would be too narrow; they'd prefer 24 feet but 18 feet would work. ■ They are willing to skin the building with something like stucco or decorative metal panels, and will change the back wall so it's not blank, although they'd prefer not to put in windows for security reasons. ■ Half their business is delivery to dealers. ■ They discourage customers from doing work in the parking lot, and they don't sell car stereos. Public hearing closed. PAGE 3 OF 5 Commissioner Hester asked how deliveries would occur without a loading dock. Mr. Wold responded that trucks would stop in the drive aisle of the parking lot, drop their tailgate, unload, then drive out through the alley. Chair Whitenack asked about delivery times. Mr. Wold answered that there wouldn't be 18 -wheelers after 5:00 p.m. but other trucks would be anytime from 6:00 a.m. to 10:00 P.M. Commissioner Hester said he felt customer traffic might be more of a problem on Xenia than deliveries. Mr. Wold responded that they can restrict employees but not customers. Chair Whitenack asked if the proposed parking exceeds the city's requirements. Mr. Zimmermann answered they show 31 spaces but city requires minimum of 27. Chair Whitenack asked why not downsize the parking lot and use the available space to provide turn -around area for trucks? Mr. Wold said they want as many parking spaces as possible, not just the minimum required by the city. Commissioner Sears asked if 18 -wheelers are there only once per day why not have a gate on the alley exit and restrict its use only for the 18 -wheelers? Mr. Wold said a gate would be impractical plus trash hauler needs to do weekly pickup using alley. Chair Whitenack suggested re -aligning the drive aisles so it's not a straight shot from West Broadway to the alley, or replacing some parking stalls with landscape islands and install "Do Not Enter" signs to discourage customers from using the alley access. Mr. Wold said they could do that. Mr. Zimmermann suggested that any Planning Commission action on the application include specifics regarding the building exterior and traffic signage and access issues. Commissioner Sears asked if the road can handle an 18 -wheeler? Mr. Sutter answered that West Broadway could because it is a county road, but the City Engineer would probably object to such vehicles on Xenia. Mr. Sutter said tonight is the first time city staff has heard about 18 -wheelers so that has not previously been considered by staff including the City Engineer. Commissioner Nystrom asked about emergency vehicle access. Mr. Zimmermann responded that West Metro Fire Rescue District staff have reviewed and approved the project with changes included in the staff recommendation. Chair Whitenack said it's probably okay for trucks to exit the site using the alley and Xenia. Commissioner VonRueden said minimal truck traffic like 1 per day would be okay provided signage and a landscape island are added as suggested by commissioner Whitenack. PAGE 4 OF 5 Mr. Wold said the typical truck would be like a U -Haul or UPS truck but there will occasionally be 18 -wheelers. Mr. Sutter said that staff needs to discuss the issue of 18 -wheelers with the City Engineer, it is likely that the City Engineer won't approve the use of a residential street for 18 -wheelers exiting the site, businesses can operate without 18 -wheelers making deliveries directly to a retail store if merchandise is transferred to smaller trucks at a warehouse then delivered to the store, that's what many retail businesses do especially on smaller sites like the subject property. Moved by Commissioner Buck and seconded by Commissioner Nystrom to continue until June 11, 2007 the consideration of a Preliminary Plat and Site Plan Review for a retail building at 4921 West Broadway. Motion carried. D. OLD BUSINESS E. NEW BUSINESS F. GENERAL INFORMATION Planning Commissioners expressed their desire that the new staff report for Application 2007-03 (O'Reilly Auto Parts) for the June 11, 2007 meeting include specific items: _ ■ Chair Whitenack confirmed that staff would be preparing a new staff report and recommendation based on new information and discussion tonight. ■ Commissioner VonRueden asked that the staff report include specific improvement to the building exterior. ■ Commissioner Buck suggested they could plant bigger trees closer to the rear wall to improve appearance. Commissioner Sears suggested they could put some windows in the rear wall and design them so they don't create a security problem. G. OPEN FORUM Commissioner Hester asked about the content of the updated Housing Maintenance Code being adopted by the City Council and how it relates to the Comprehensive Plan update. Mr. Sutter said the new code is an implementation tool based on the current Comprehensive Plan's strategy for maintaining existing housing in the city, and that any Planning Commissioners wanting a copy of the new code or related materials could call staff to request it. H. ADJOURNMENT Moved by Commissioner Scheibe seconded by Commissioner Sears to adjourn. Motion carried. PAGE 5 OF S The meeting adjourned at 8:08 p.m. Chair Whitenack Secretary Hester M E M O R A N D U M DATE: June 4, 2007 TO: Planning Commission (June 11th meeting) FROM: Jason Zimmermann, Code Enforcement and Zoning Administrator SUBJECT: CONTINUED FROM MAY 14, 2007 MEETING: Consider Application 2007-03 for Preliminary Plat and Site Plan Review for a new retail building at 4921 West Broadway. A. BACKGROUND The subject property is a 38,188 sq. ft. (.87 acre). The site is currently vacant and the applicant is proposing to build a 6,600 sq. ft. auto parts store. Site improvements would include new parking and drive areas, and landscaping. The applicant has also submitted a Preliminary Plat to combine the 3 existing lots and provide a 7 foot right-of- way dedication for County Road 8. The property is zoned C-2 General Commercial. Retail sales are permitted in the C-2 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 May 3, 2007 and mailed to all property owners within 350 feet of the property. At its May 14, 2007 meeting, the Planning Commission voted 9-0 to continue the request to its June 11, 2007 meeting due to architectural concerns with the building and the fact that more information was needed regarding the type of delivery trucks that would be delivering to the property. 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. Certificate of survey. F. Grading plan. PRELIMINARY PLAT AND SITE PLAN REVIEW - O'REILLY'S (4905 WEST BROADWAY) PAGE 1 OF 6 G. Utility plan. H. Site plan (revised). I. Building elevations (revised). J. Landscape plan. K. Irrigation Plan. L. Photometrics Plan. M. Plat (revised) N. Staff's sketch showing no exit to alley O. Narrative from applicant indicating type of delivery trucks and delivery times. B. STAFF COMMENTS — SITE PLAN 1. Building. The entrance will face West Broadway. Exterior materials will consist of a texture -cote wall panel system, a 4 foot brick fagade around the entire building, and two false windows on the back wall of the building. Comments from West Metro Fire District and City Staff: • A floor plan and layout must be submitted for review and approval prior to the issuance of a building permit. • The building shall be sprinkled per Minnesota State Building Code, Chapter 1306. Any M occupancy that is over 2000 square feet shall be sprinkled. • There shall be a separate water main going into the building for the sprinkler system. The main shall be large enough to accommodate the sprinkler system. A meter shall be required on the sprinkler riser. • The sprinkler system shall be monitored by a fire alarm company. There shall be horn(s)/strobe(s) located on the interior/exterior of the building for a water flow alarm per Minnesota State Fire Code and West Metro Fire - Rescue District. • Address numbers shall be located large enough to see from street and of a contrasting color on the street side of the building. • All doors leading to mechanical, electrical, roof access and sprinkler riser rooms shall have signage per Minnesota State Fire Code, Section 510. • A fire department lock box shall be located on the building by the fire department sprinkler connection. • There shall be a fire hydrant within 100 feet of the fire department PRELIMINARY PLAT AND SITE PLAN REVIEW - O'REILLY'S (4905 WEST BROADWAY) PAGE 2OF6 connection per West Metro Fire -Rescue District. West Metro will verify that the proper number of hydrants are available. 2. Parking, traffic and sidewalks. The Zoning Ordinance requires 27 parking spaces; 31 would be provided. Access would be from one 32' wide driveway on West Broadway. A Hennepin County permit is required prior to any work being performed on the curb cut. Sidewalks will be installed along West Broadway and Xenia Ave N. B6-12 curb and gutter is required around perimeter of parking lot. This includes the sidewalk adjacent to the building. The site plan shows an exit to the alley which leads to Xenia Ave N. The applicant has indicated that a rear entry is needed for delivery trucks to exit the site. Staff feels the exit to the alley is more of a convenience then a necessity and does not feel there should be any access to Xenia Ave N from the proposed retail store. Xenia Ave N is designated as a Local Road and staff does not want the proposed retail store to generate cut -through traffic through this residential neighborhood. West Broadway is a Major Collector and all customer and delivery traffic should use this street. The site plan can be amended to allow for a turnaround for the delivery trucks so they can safely exit via West Broadway. Since the last meeting, the applicant has provided staff with a narrative (Exhibit O) describing the size of their delivery trucks and the times of deliveries. 28 foot box trucks will be used. If the Planning Commission decides to allow the alley access despite the staff recommendation, then it should consider imposing a specific prohibition on vehicles exceeding 28 feet long or 30,000 pounds gross vehicle weight. 3. Signs. Sign plans were not submitted with the application. The site plan does show a new pole sign near the West Broadway entrance. Permits are required prior to installation of signs. 4. Landscaping. Per staff's request, instead of the fence originally proposed by the applicant, plantings would be installed along Xenia Ave N to provide screening from the adjacent homes along Xenia Ave N. Additional plantings are shown within PRELIMINARY PLAT AND SITE PLAN REVIEW - O'REILLY'S (4905 WEST BROADWAY) PAGE 3 OF 6 parking lot islands and other landscaped areas. There is not sufficient space between the parking lot and property line for a berm. To provide sufficient screening, staff recommends replacing "C -Dwarf Common Juniper" with Winged Eunymus (4' to 5') or October Glory (6' to 8'). The City Forester does see a problem with planting Pagoda Dogwoods in the parking lot islands. Dogwoods should be placed in cooler areas where moisture is abundant. Staff recommends replacing the Dogwoods with "Ivory Silk" tree lilacs. 5. Lighting. A site photometrics plan was submitted and is in compliance with City Code. 6. Drainage and Utilities. The proposed parking lot would drain north to a dry pond and where a detention outlet would be installed. This detention outlet would then drain to the existing inlet at West Broadway and Fairview Ave N. City water is available from West Broadway. The applicant is proposing a 4 inch sanitary sewer to be connected to the main under the alley. Electric and communications lines serving the new building shall be underground, in accordance with city code. 7. 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 utilities costs. Staff is recommending that the required surety be $50,000, with $45,000 to be released upon satisfactory completion of the site improvements and $5,000 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. PRELIMINARY PLAT AND SITE PLAN REVIEW - O'REILLY'S (4905 WEST BROADWAY) PAGE 4OF6 C. STAFF COMMENTS — PLAT 1. Lot Area. The proposed plat, to be titled "O'Reilly Addition", would consist of one lot: Lot One, Block One would have a proposed address of 4921 West Broadway and consist of 34,805 square feet. The property is zoned C-2, General Commercial. Section 515.49 Subd. 5 requires a minimum area of 20,000 sq. ft. The lot would meet this requirement. 2. Easements. The first seven (7) feet of the property abutting West Broadway (County Road 8) is dedicated to the County as public -right-of-way. There is a 10 foot utility and drainage easement along all lot lines abutting a street or alley. The easements will facilitate utility installation and maintenance as well as space for grading and swales for drainage purposes. There is also an existing sanitary sewer easement running from the alley to Xenia Ave N. that extends across a potion of the rear of the property. 3. Setbacks. The parcel requires a minimum 30 foot setback from all lot lines abutting a public street. The setback from West Broadway shall be measured from the newly dedicated County right-of-way line. 10 foot setbacks are required from the alley and commercial property to the south. D. RECOMMENDATION Staff recommends approval of the submitted plans for preliminary plat and the construction of a new auto parts retail store at 4921 West Broadway, subject to the following conditions: 1. A Hennepin County permit is required prior to any work being performed within the West Broadway (County Road 8) right-of-way. 2. All items listed under Staff Comments B. #1 Building must be met. 3. A sign permit is required prior to installing any signs. PRELIMINARY PLAT AND SITE PLAN REVIEW - O'REILLY'S (4905 WEST BROADWAY) PAGE 5OF6 4. Replace "C -Common Dwarf Juniper" with Winged Eunymus (4' to 5') or October Glory (6' to 8') or alternate planting approved by the City Forester prior to installation. 5. Pagoda Dogwoods not permitted in parking lot islands. Clear alternate planting with City Forester before proceeding, unless they will be "ivory silk" tree lilacs which the Forester has pre -approved. "Ivory silk" tree lilacs shall be planted instead; or alternative planting approved by the City Forester prior to installation. 6. All utilities serving the new building, including electrical and communications, shall be located underground. 7. No building permit shall be issued until the required $50,000 surety and an executed site improvement agreement are provided to the city. 8. There shall be no access to the alley. The applicant shall submit a revised site plan for staff review with this change. Or; if alley access is approved by the Planning Commission, then no vehicles shall enter the site via the alley; and only vehicles not exceeding 28' in length and -- 30,000 lbs GVW may exit the site via the alley. 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 meeting on June 19, 2007. PRELIMINARY PLAT AND SITE PLAN REVIEW - O'REILLY'S (4905 WEST BROADWAY) PAGE 6 OF 6 N EXHIBIT B Rpr 20 07 11:UEa orelll�j p.l L%MNA 24-0 P80iESSiONAL PARTS PEOPLE ,April 20, 2007 Via Facsimile: (763) 531-1188 City of Crystal Attn: Jason Zimmerman 4141 Douglas Dr. N Crystal, MN 55422 Real Estate Department 2_13 S. Patterson Springfield MO 65802 (417)829-5877 fax # (417) 829-5726 Sender's direct dial #417.862.2674 ext. 7411 Senders direct fax #417-829-5726 YSbat Re: O'Reilly Automotive, Inc. site Lots 1, 2, and 3, Block 1, West Lilac Terrace Fourth Unit, Hennepin County, Minnesota Dear Mr. Zimmerman: O'Reilly Automotive, Inc., has filed an Application for approval of a new plat, and site plan approval with the City of Crystal. We are requesting approval by the city to replat the above lots in order to build on this site. We arc; also requesting approval of our site plan to construct a 6600 square foot building on the site. For your information, O'ReilIy operates retail stores that sell automotive supplies. Our typical hours of operation are from 8:00 a.m. to 9:00 p.m. during the wock with decreased hours of operation during the weekend. We DO NOT repair automobiles at our stores. Thank you for your consideration of our project. We look forward to having a location in Crystal, Minnesota. Sincerely yours, Vicki Schafer Paralegal Cc: Craig Smith, Real Estate Counsel EXHIBIT C TABLE OF PROJECT COST C1SFfor certain types of applications for Special Land Use Actions TO BE COMPLETED 13Y THE APPLICANT: Address of Subject Property:'/ Description or Name of Project'. $ Engineering, Architectural and Legal Expenses $ 00D Site Preparation (grading, filling, tree removal) $ 30, 00D Utilities (water, sanitary sewer and storm sewer) $ R J.000 Streets, Sidewalks, Parking (and other paved areas) s l c) 060 _ Other Site Improvements (lighting) $�L5,ODo Construction of Buildings (materials and sabot) $ TOTAL PROJECT COST (not including landscaping) 1f the total project cost is... Below 51,000,000 From $1,000,001 to $2,000,000 From $2,000,001 to $3,040,000 From $3,000,001 to $4,000,000 over $4,000,000 Then the minimum landscaping value is... 2% of the total project cost $20,000 + 1% of total project cost in excess of $1,OD0,000 $30,00D + 0.75% of total project cost in excess of $2.000,000 $37,500 + 0.26% of total project cost in excess of $3,000,040 1 % of total project cost $ - ' Landscaping (must meet the minimum value above) (FOR STAFF USE ONLY) APPLICATION #: SURETY REQUIRED: 60 $ q,, ------------------ D, 0 CO TOTAL SURETY REQUIRED A0b 0 EXHIBIT CER TIRCA TE OF SUR VEY prepared for. FIDELITY NA77ONAL 777LE INSURANCE COMPANY Of AND O'REILLY AUTOMO 77VE, 4905/4913/4921 W. 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PLANS f` OUTSIDE FOR SIZE AND LOCATION \ 9� WUANO LL FAIRVIEW AVENUE NORTH '.INSTALL 40 LF OF 18'� IEXISTING INLET \ C BEF�E Rom RCPCONNECTTO ) EXIST RIM -872.59 \ i EXISTING INLET AT EXIST INV=867.29(W) C, NEW, iI EXIST INV=867.79(NW) \ HOPE T� II EXIST INV=868.64(E) OR APPROVED EQUAL 11 Si -I��-58.4'3 8 INSTALL DETENTION OUTLET. \ 45- ELBOW - DS N-12 { B%Z SEE DETAIL 5IC1 \ OR APPROVED I f \8%� S69 �� ��S \ �CONNECTIOh T \ T�" C1 .7J WATER PONT �� F $10 lO FITTINGS AS RE OD l 10 06g �� � \ 4 DOWNSPO I -ss W SCALE: NOT TO SCALE 872.5 EPVT O \ 1 3,8 PVT!INSTALL B4 LF \\ / INSTALL AREA INLET '9Q RIM -873.0 ZONING R I l N I OF.18'RCP pF,\x\ INV -870.0 2 \ .'WITH FES 73.0 PVT REFER TO 3ICt \ ( I M ! 87-3.6', PV9 A \\ Cp \ \lO SA J \ I I INSTALL CONSTRUCTION \ 873-2P p_a, 7300 O� EGRESS SEE NOTES. \ ~ 3 V1' \)INSTALL 90 LF `q9�f\g7?1A. \ !I O p OF 18'ROP 4P�/ \\\ \\ 9 EPVT 672. A3.8 \ w c1 g b1 TBM \ LZ 4.Z / \ ICI I' ELMA AL, UNAVENUE 5 I I CRYSTAL/ MN 55429 NORTH \ . 1 DOC N0. 7923038 \ ' ZONING, R- r \ \ N 1 SITE GRADING PLAN C1 SCALE: 1" = 20' EROSION CONTROL & MAINTENANCE PLAN NOTES: I.RETAMFLOATMLEWIADBLDWNMATEWISOTESMBYS70RINGALLTRASNANDBMLDMMATERULWAWENENLI.OSURESUPNLrnwcnuu.w.....r,.,,.", '-......-_.-..__...__._ DAILYANOPIGK UP CON57RUC710N WASTE AMSERbiLSAND DEBRIS TIMTN4VEBLOWN0.R WISHEDOR'snE. PERMINENRY57AB&IIEALL SURFALEARFA WRMNANDADM(£N7TO THIS SRE THAT WEBEDBYVEHILCES, C-RA0ING 1. AND OTHER CONSTRUCTION FORTNE PROPOSED FACftITY B7ABftPATKM6 RPERENNW p TNRBEO AREAIS REWIR�B ORE7HEMMA7MG MAWTENANCEAAD REMOVDISTFM"MMES VINGAUMFORM1I COVERAGE OENSITYOAT LFAST70 %. S7ABILWTKM'FALL AL OFEROSSNCOMROL 3. CONTMCTFFECIIVE SWYL BEREPLALED WI7HMOFOLE EFFECTIVE MEASURES OR ATIDNACA�1E4SULMW IMNTmNSEVENDAYS. REPEATEOFftURE NTOF IOF12 ACCMRMAEEAOR SUREREOURESIW EVERYHOURSAFTERA NSTAS DOTRMOFA�E MORE SUITABLE DEVICE TO PREVENT DISCHARGE OlKMLUTAN75 FROM CNE CONSTRUCTION SRE 4. MSTAUATSNOAlIORDIWL EROSION COETRIX MEASURES MAYBE ltE01HREDBY THECRYCR STATE. CONTRACTOR TO VERIFYREOIREMEARS PRIOR 70 BEGINNING ANY WORKON PROJECT SITE S NCROACHMEMOSEpMEMMTOALL ETORMDRANAPPLINENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL a1PERVMSWTERIAL 070AOPARKMG.REI SURFACE)Rppl'UED OR UNifl PROPOBEO VNOSGPEH45 BEBNESTA&JSHED 6. REFER TO i0C3 FOE SILTfENCE L()NSTRUCnON I. All GRA55 SLOPES W711CHIXCEED 3:IINN) SHALL UnLQECONTECH CQNSTRULTION PRODUCTS PERM41JFM7URFRERIFORCEMEN?MASS CAM 4500R APPROVED EQUAL. MATS SHALL BE INSTALLED PER MANUFACTURERSSPEGFDAMMSAND STANDARDS CONiRM.'O WLL000RDBMTEWSTALAWNWSFECTIONWITHW"ACTURER sw� C\ 00 . ti ;D PARTNERSHIP PO BOX 1017 SAINT CLOUD. 56702 DOC N0. !9768696 6 ZONING: C-2 \\\ \ /\ SPECIAL NOTE: FIELD VERIFY SANITARY SEWER CONNECTION INVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. REFER TO SITE UTILITIES PLAN. STAGES OF CONSTRUCTION: 1. CONTR4CTORTOPERFORM DETAILED SfMWSPECTLON TOLOC47EALL EXISTMG UTILRESANDVERIFY ANY POSSIBLE CONFLICTS WITH PROPOSED AFRO VEMENTS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT OWNER WITHANY CONFLICTS MONTH' 1. INSTALLATION OF CONSTRUCTION ENTRANCE MONTH 1 3 WSTALLATSNOFEROSKNNCONTRLXFENCEMONnf7 4 DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1 5. REMOVAL OF EXISTING PAVEMENT ON THE SITE MONTH 1 8. INSTALLATION OF ALL STORM WATER DRAINAGE IMPROVEMENTS. MONTH 1 7 ROUGH GRADING MONTH I & MONTH2 a CONSTRUCTION OF NEWSITE IMPROVEMENTS. MOMN2 9. FINAL GRADING. MONTH3 10. PLACEMEMOFFINAL LANDSCAPING REMSAND SOD. MONTH3 11. REMOVAL OFEROSION CONTROL FENCE. MONTH CORNER BARS E �I HMZOI4T& BARS am M, r-4 Air L�`�/APR UPEQUAL PLAN GOR SIZE AND TYPE of COLLECTOR COLLECTOR NEENAH R-4810 (1.5 SO. FT OPEN AREA MIN.) INLET GRATE WITH NEENAH R-4899 ANGLE FRAME 4'x4' CONCRETE INLET WITH CUSTOM TOP LID. ALL CONCRETE TO BE MIN 3,000 PSI AT 28 DAYS. ALL STEEL TO BE fY - 60,000 PSI. EXISTING ROOF OF BUILDING FND VIEW NOTE: MIN. #4 BARS ® 12" O.C. (ALL WALLS VERT, HOR, & SLAB) r -;i-) ARFA INLET DETAIL SCALE: NOT TO SCALE wrIkl!•oA■ VA'r=Q. A REFER IUPNVJE41 A1ANwu rMP wurrrrn.^. r.�w...m....,,. B SRE CYNNDI71ONSa4SEDIIPONSURVEYSU A4irMDBYOWNER. FIELD VERIFY EXASTMG CMW FIONS BY DETAILED SITE INSPECTIONpRORTOSL MMNGBIDANDBEGINNING CONSTRUCTION. C. FIEIDVERIFYSMIITARYBEWERSERVICECONNECnONMVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. D. CGORDINATEWSNLWITHOTHER SI2ERE ATEO DEVELOPMENT DRAWINGS. KEY NOTES: Ct VAI 7S OF TEMPO ORYEROSION CONTROL FENCE: REFERTO DETAft f0.C3 C2 INSTALL90 LFOF t1'HDPE DONNSPoMCOLLELTOLN. PROVIDE MIN. 20'OFC0VERb 1.0%SLOPE T17NYLOPLASTORAIN, SEE'ETA% MCI. REFER TO ARCNRECTURAL INNS FOR DOWNSPOUT L'CATIONS. ON THIS SITE, REFER TO PROIECTMANUAL 2 FfHLOWGEOTECHWGL ANALYSIS RECOMMENDATION FOR SITE EXCAVATION 3. REFERTOSTRUCTURALOMININGSFORBUILDING EXCAVATION REOUIREMENTS. CONSTRUCTION EGRESS NOTES I. CMMUCPONEGRESSSMUE25MWIMWWI(IRNA .VMM0.IUMLENG7HAND6'MW TNFNNESSOSTOIE(1.S-1S)LOARSEAGGREGA7E DARN GEO7EXTRE VNDERLMER_ REFER IOIHECITYORSTATEFORANYADDInONAL REW/INFMEMS 1. 111E EXR SHALL BE M4IMAINED IN A LONORSN W1ICH WILL PREVENT 7AACKING OR FLOW O MOONIO PUBLIL RIGNi#-WAY. THIS Ab1YRE0UIRE PERIODIC COP I.Sas TRUCnME RE MCN STONE AS LONDI TILING DEM4N0, AND REPNR ANDroR CLEAN OUF O MM1' S UBr:D TO TRAP SEDIMENT. A(L M4TERIAI.S SWLLBI, DROPPED, WASHED, ORTRALMEOMM VE,IGLES OR BRE ONR1 ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IXIMMFDMY 3 WNFFLSMUSTBECIEANE010 REMOVE MUD PRIOR TO FJIII4WLE ONTO PUBLIC RIGHTOF-WAWAY WEEN WASHING IS RC-0UWED, RSH4LL BEGONEOIAN ARFA WRNCRUSHED BTOEEWMOR DRAMS INTO ANAPPROVID BEDIMEMiRAP OR SFDIAfENi MSMLOLATED PER TRECRYOR STATE REQUIREMENTS o 0 875 85 SW / 875.85 SW \ 875.65 PVT 875.75 PVT 0 0 \ 875.85 SW 875.85 SW (\(\p p 875.75 PVT 875.65 PVT \/ gTSgS A(� VERTICAL BAA. „4'S OfY ORIZONTAL 81 µs IY WESTFE VI ATION 0.5' 01A. HOLES DRILLED INTO PIPE, 3 IN BOTTOM OF TEE RISER AND J IN AT: ELEV 866.70 ELEV. 869.20 WRAP 4' RISER PIPE IN FILTER FABRIC & PLACE 1/2' - 5/8' CRUSHED ROCK AROUND RISER u VERne BARS I4'S 2' 1.'l x AL 1 aaelT r .efie 70 W. ROP FAST/SOUTH LFA VAnON OUTLET NOR7N ELEVATION 873.50 71871006' MIN 870.20 18"0 RCP OUTLET 6" CONC. SLAB WITH #4 BARS 0 12" EACH WAY CONNECT TO EXISTING INLET GENERAL POSES 1. LL EXPOSED CORNER. TO NAVE JTO - CxAMFER Z ALL /. h /! REMFDRGNC BARS TO PORK r- /2- L04ER, LARGER SIZES TO O BE 1 xN61 AOf O AD5 lPIPES SHALL CONNECT ro INE ENO. OR SIDE. OF nlE AWET. LaWNECn(W SPALL NOT uAi PIE CORNEAS OF SHE RIES. ALL RERNFORCM'G SARs TO BE GRADE 0SI7 CMSIRUCnGv S COMPLETED W.EANR OUT SFGMENS CROSS BASWEAND REIroTONE K MSRE MESH ANOLOW SRXNES AS A SEMMENT BASIN AFTER 5 DETENTION OUTLET STRUCTURE 51 SCALE: NOT TO SCALE STORM WATER RUNOFF SUMMARY: TOTAL PROPERTY AREA= 0.841 ACRES ... ..,- .... TOTAL DISTURBED AREA = 0.841 ACRES < 1.0 ACRES THEREFORE NO NOT. LU INSTALL AREA INLET RIM=874.8 HYDROGRAPHS (2 YEAR DESIGN STORMS - CITY OF CRYSTAL, MN) NV -871.0 7 /\ REFER TO 31C1 / \ '. ' ' $'(EO EXISTING GRASS FAIR CONDITION m INSTALL 52 LF OF DO ^ e \\\ . 2"b ny APPROV1ED AQUARCPORL II' DETENTION IS REQUIRED TO RESTRICT FLOWS, POST -DEVELOPMENT \\ 878.00 SW DEVELOPED GRASS GOOD CONDITION PERVIOUS AREA = 0.292 ACRES (CN=61) VOLUME VOLUME ELEVATION SUM SUM STORM ELEVATION FLOW OUT NEW ROOF & CONCRETE: A LT INSTALL 24" NVLOPLAST DRAIN. `, N RIM=874.1-4 CD \\ y C V QI INV=871 B I CONTACT ADS 1-806821.6718 3 \� 875.5 GO COMPOSITE CURVE NUMBER, CN = 85 0.QpM 016 I \\\ 0p PRE -DEVELOPMENT C I 873.8 EPVT z \ HANDICAP P IINSTALL CONSTRUCTION m? $74 AS.3C 875.50 GO REFER T " EGRESS SEE NOTES. INSTALL DETENTION OUTLET STRUCTURE I 11 9'45"W\ DONENTER SIGNSS z 30.93 8 v0 ._ � S�S3 T,= 5.0 MINUTES i � OSNO`i yAy`.�' G O C 3. PRECIPITATION DATA, STORM EVENTS OVERFLOW FLOW Of- 2 YR CAPACITY 24-HOUR RAINFALL DATA DERIVED FROM U.S DEPARTMENT OF AGRICULTURE OF Q eet- 8 HR 9.94 II I \% \ \ \\ B 9A.00 E i R-1 \ 9SZ $; OCG, \ J I ZONING �Gp \ G I'II \ 7y e LOT 13 I' ELMA AL, UNAVENUE 5 I I CRYSTAL/ MN 55429 NORTH \ . 1 DOC N0. 7923038 \ ' ZONING, R- r \ \ N 1 SITE GRADING PLAN C1 SCALE: 1" = 20' EROSION CONTROL & MAINTENANCE PLAN NOTES: I.RETAMFLOATMLEWIADBLDWNMATEWISOTESMBYS70RINGALLTRASNANDBMLDMMATERULWAWENENLI.OSURESUPNLrnwcnuu.w.....r,.,,.", '-......-_.-..__...__._ DAILYANOPIGK UP CON57RUC710N WASTE AMSERbiLSAND DEBRIS TIMTN4VEBLOWN0.R WISHEDOR'snE. PERMINENRY57AB&IIEALL SURFALEARFA WRMNANDADM(£N7TO THIS SRE THAT WEBEDBYVEHILCES, C-RA0ING 1. AND OTHER CONSTRUCTION FORTNE PROPOSED FACftITY B7ABftPATKM6 RPERENNW p TNRBEO AREAIS REWIR�B ORE7HEMMA7MG MAWTENANCEAAD REMOVDISTFM"MMES VINGAUMFORM1I COVERAGE OENSITYOAT LFAST70 %. S7ABILWTKM'FALL AL OFEROSSNCOMROL 3. CONTMCTFFECIIVE SWYL BEREPLALED WI7HMOFOLE EFFECTIVE MEASURES OR ATIDNACA�1E4SULMW IMNTmNSEVENDAYS. REPEATEOFftURE NTOF IOF12 ACCMRMAEEAOR SUREREOURESIW EVERYHOURSAFTERA NSTAS DOTRMOFA�E MORE SUITABLE DEVICE TO PREVENT DISCHARGE OlKMLUTAN75 FROM CNE CONSTRUCTION SRE 4. MSTAUATSNOAlIORDIWL EROSION COETRIX MEASURES MAYBE ltE01HREDBY THECRYCR STATE. CONTRACTOR TO VERIFYREOIREMEARS PRIOR 70 BEGINNING ANY WORKON PROJECT SITE S NCROACHMEMOSEpMEMMTOALL ETORMDRANAPPLINENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL a1PERVMSWTERIAL 070AOPARKMG.REI SURFACE)Rppl'UED OR UNifl PROPOBEO VNOSGPEH45 BEBNESTA&JSHED 6. REFER TO i0C3 FOE SILTfENCE L()NSTRUCnON I. All GRA55 SLOPES W711CHIXCEED 3:IINN) SHALL UnLQECONTECH CQNSTRULTION PRODUCTS PERM41JFM7URFRERIFORCEMEN?MASS CAM 4500R APPROVED EQUAL. MATS SHALL BE INSTALLED PER MANUFACTURERSSPEGFDAMMSAND STANDARDS CONiRM.'O WLL000RDBMTEWSTALAWNWSFECTIONWITHW"ACTURER sw� C\ 00 . ti ;D PARTNERSHIP PO BOX 1017 SAINT CLOUD. 56702 DOC N0. !9768696 6 ZONING: C-2 \\\ \ /\ SPECIAL NOTE: FIELD VERIFY SANITARY SEWER CONNECTION INVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. REFER TO SITE UTILITIES PLAN. STAGES OF CONSTRUCTION: 1. CONTR4CTORTOPERFORM DETAILED SfMWSPECTLON TOLOC47EALL EXISTMG UTILRESANDVERIFY ANY POSSIBLE CONFLICTS WITH PROPOSED AFRO VEMENTS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT OWNER WITHANY CONFLICTS MONTH' 1. INSTALLATION OF CONSTRUCTION ENTRANCE MONTH 1 3 WSTALLATSNOFEROSKNNCONTRLXFENCEMONnf7 4 DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1 5. REMOVAL OF EXISTING PAVEMENT ON THE SITE MONTH 1 8. INSTALLATION OF ALL STORM WATER DRAINAGE IMPROVEMENTS. MONTH 1 7 ROUGH GRADING MONTH I & MONTH2 a CONSTRUCTION OF NEWSITE IMPROVEMENTS. MOMN2 9. FINAL GRADING. MONTH3 10. PLACEMEMOFFINAL LANDSCAPING REMSAND SOD. MONTH3 11. REMOVAL OFEROSION CONTROL FENCE. MONTH CORNER BARS E �I HMZOI4T& BARS am M, r-4 Air L�`�/APR UPEQUAL PLAN GOR SIZE AND TYPE of COLLECTOR COLLECTOR NEENAH R-4810 (1.5 SO. FT OPEN AREA MIN.) INLET GRATE WITH NEENAH R-4899 ANGLE FRAME 4'x4' CONCRETE INLET WITH CUSTOM TOP LID. ALL CONCRETE TO BE MIN 3,000 PSI AT 28 DAYS. ALL STEEL TO BE fY - 60,000 PSI. EXISTING ROOF OF BUILDING FND VIEW NOTE: MIN. #4 BARS ® 12" O.C. (ALL WALLS VERT, HOR, & SLAB) r -;i-) ARFA INLET DETAIL SCALE: NOT TO SCALE wrIkl!•oA■ VA'r=Q. A REFER IUPNVJE41 A1ANwu rMP wurrrrn.^. r.�w...m....,,. B SRE CYNNDI71ONSa4SEDIIPONSURVEYSU A4irMDBYOWNER. FIELD VERIFY EXASTMG CMW FIONS BY DETAILED SITE INSPECTIONpRORTOSL MMNGBIDANDBEGINNING CONSTRUCTION. C. FIEIDVERIFYSMIITARYBEWERSERVICECONNECnONMVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. D. CGORDINATEWSNLWITHOTHER SI2ERE ATEO DEVELOPMENT DRAWINGS. KEY NOTES: Ct VAI 7S OF TEMPO ORYEROSION CONTROL FENCE: REFERTO DETAft f0.C3 C2 INSTALL90 LFOF t1'HDPE DONNSPoMCOLLELTOLN. PROVIDE MIN. 20'OFC0VERb 1.0%SLOPE T17NYLOPLASTORAIN, SEE'ETA% MCI. REFER TO ARCNRECTURAL INNS FOR DOWNSPOUT L'CATIONS. ON THIS SITE, REFER TO PROIECTMANUAL 2 FfHLOWGEOTECHWGL ANALYSIS RECOMMENDATION FOR SITE EXCAVATION 3. REFERTOSTRUCTURALOMININGSFORBUILDING EXCAVATION REOUIREMENTS. CONSTRUCTION EGRESS NOTES I. CMMUCPONEGRESSSMUE25MWIMWWI(IRNA .VMM0.IUMLENG7HAND6'MW TNFNNESSOSTOIE(1.S-1S)LOARSEAGGREGA7E DARN GEO7EXTRE VNDERLMER_ REFER IOIHECITYORSTATEFORANYADDInONAL REW/INFMEMS 1. 111E EXR SHALL BE M4IMAINED IN A LONORSN W1ICH WILL PREVENT 7AACKING OR FLOW O MOONIO PUBLIL RIGNi#-WAY. THIS Ab1YRE0UIRE PERIODIC COP I.Sas TRUCnME RE MCN STONE AS LONDI TILING DEM4N0, AND REPNR ANDroR CLEAN OUF O MM1' S UBr:D TO TRAP SEDIMENT. A(L M4TERIAI.S SWLLBI, DROPPED, WASHED, ORTRALMEOMM VE,IGLES OR BRE ONR1 ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IXIMMFDMY 3 WNFFLSMUSTBECIEANE010 REMOVE MUD PRIOR TO FJIII4WLE ONTO PUBLIC RIGHTOF-WAWAY WEEN WASHING IS RC-0UWED, RSH4LL BEGONEOIAN ARFA WRNCRUSHED BTOEEWMOR DRAMS INTO ANAPPROVID BEDIMEMiRAP OR SFDIAfENi MSMLOLATED PER TRECRYOR STATE REQUIREMENTS o 0 875 85 SW / 875.85 SW \ 875.65 PVT 875.75 PVT 0 0 \ 875.85 SW 875.85 SW (\(\p p 875.75 PVT 875.65 PVT \/ gTSgS A(� VERTICAL BAA. „4'S OfY ORIZONTAL 81 µs IY WESTFE VI ATION 0.5' 01A. HOLES DRILLED INTO PIPE, 3 IN BOTTOM OF TEE RISER AND J IN AT: ELEV 866.70 ELEV. 869.20 WRAP 4' RISER PIPE IN FILTER FABRIC & PLACE 1/2' - 5/8' CRUSHED ROCK AROUND RISER u VERne BARS I4'S 2' 1.'l x AL 1 aaelT r .efie 70 W. ROP FAST/SOUTH LFA VAnON OUTLET NOR7N ELEVATION 873.50 71871006' MIN 870.20 18"0 RCP OUTLET 6" CONC. SLAB WITH #4 BARS 0 12" EACH WAY CONNECT TO EXISTING INLET GENERAL POSES 1. LL EXPOSED CORNER. TO NAVE JTO - CxAMFER Z ALL /. h /! REMFDRGNC BARS TO PORK r- /2- L04ER, LARGER SIZES TO O BE 1 xN61 AOf O AD5 lPIPES SHALL CONNECT ro INE ENO. OR SIDE. OF nlE AWET. LaWNECn(W SPALL NOT uAi PIE CORNEAS OF SHE RIES. ALL RERNFORCM'G SARs TO BE GRADE 0SI7 CMSIRUCnGv S COMPLETED W.EANR OUT SFGMENS CROSS BASWEAND REIroTONE K MSRE MESH ANOLOW SRXNES AS A SEMMENT BASIN AFTER 5 DETENTION OUTLET STRUCTURE 51 SCALE: NOT TO SCALE STORM WATER RUNOFF SUMMARY: TOTAL PROPERTY AREA= 0.841 ACRES ... ..,- .... TOTAL DISTURBED AREA = 0.841 ACRES < 1.0 ACRES THEREFORE NO NOT. DETENTION METHOD: SCS TR -55 WITH ROUTED HYDROGRAPHS (2 YEAR DESIGN STORMS - CITY OF CRYSTAL, MN) 1. ON-SITE AREAS & RUNOFF COEFFICIENTS: 4. EXISTING SITE RUNOFF: FLOW. ds 2 YR 100 YR DESIGN PROJECT AREA = 0.841 ACRES QPre= 0.45 2.66 PRE -DEVELOPMENT 5. DEVELOPED SITE RUNOFF: EXISTING GRASS FAIR CONDITION FLOW, Oft 5 YR 100 YR PERVIOUS AREA = 0.841 ACRES (CN -69) O Post- 2.15 6.25 IMPERVIOUS AREA = 0.000 ACRES (CN=98) DEVELOPED RUNOFF EXCEEDS EXISTING RUNOFF THEREFORE COMPOSITE CURVE NUMBER, ON - 69 DETENTION IS REQUIRED TO RESTRICT FLOWS, POST -DEVELOPMENT 6 DETENTION VOLUME PROVIDED: DEVELOPED GRASS GOOD CONDITION PERVIOUS AREA = 0.292 ACRES (CN=61) VOLUME VOLUME ELEVATION SUM SUM STORM ELEVATION FLOW OUT NEW ROOF & CONCRETE: (feet) (c (ac -ft) (year) (ft) (cfs) IMPERVIOUS AREA = 0.158 ACRES (CN=98) 868.70 0 0.0000 NEW PAVING' IMPERVIOUS AREA = 0.391 ACRES (CN=98) 86900 50 0.0014 870.00 628 0.0144 COMPOSITE CURVE NUMBER, CN = 85 671 DD 1567 0.0360- 2 871.68 0.06 2 TIME OF CONCENTRATION. 872.00 2964 0.0680 873.00 5050 0.1159 PRE -DEVELOPMENT DETENTION VOLUMES ARE MET AT ELEVATION GIVEN ABOVE. FAIR CONDITION GRASS THE LENGTH • 160'. SLOPE= 0.013 7 DETENTION OUTLET: T.= 18.3 MINUTES INSTALL DETENTION OUTLET STRUCTURE POST -DEVELOPMENT SEE DETAIL 51Ci FOR INFORMATION NEW PARKING LOT -> DETENTION 8. RESTRICTED RUNOFF RELEASED FROM DETENTION: T,= 5.0 MINUTES THE OUTFLOW FROM DETENTION IS RESTRICTED AS SHOWN'. 3. PRECIPITATION DATA, STORM EVENTS OVERFLOW FLOW Of- 2 YR CAPACITY 24-HOUR RAINFALL DATA DERIVED FROM U.S DEPARTMENT OF AGRICULTURE OF Q eet- 8 HR 9.94 NATURAL RESOURCES CONSERVATION SERVICE THE 100 -YR STORM EVENTS OR LARGER FLOW OVER WEIR WALL 24 HR DURATION: STORM EVENTS 2 YR 100 YR DEPTH, 275 5.90 INCHES a HANOICAPARFATOBE COMP ANT. SLOPES SHALL NOTEXCEED20% INANYDIRECTION IN THISAREA \2\ 'HANDICAP PARKING DETAIL Ci SCALE: 1" = 10' SYMBOLS LEGEND ... ..,- .... EXISTING GRADE UNEB hQ� SPOTELEVATIONS USI ABBREVIATION GRADE NONE SIDEWALK SW TOP OF WALL TW TOP OF CURB TO -875- PROPOSEDNENGRADELNES -� NEW BUILDING TOP OF( NT M CONSTRUGD CTION e'(GJ' = RADEC CONCRETEIC EXISTING TOP OFCURB ETC NEW POLE SIGN EXLSTNG GRADE EGG EXISTING PAVEMENT EP LOCATION EXISTING SIDEWALK ESW FLOWLME FL O NEWLONCRElEPAVING BLOCK a.. --- .._ FENCE 7EMCE IEROSION CONTROL -) - I SURFACEFLOWARROW ROPOFSEW TOR TEMPORARY BENCH MARK LOCATION.- M POWERPOLE.", OV CNE WESTMATELY 2N1 T SI EUTIIEASi OFTHEWTERSECTKWOF WESTBROADWAYAND FARVIEWAVENVE ELEVATION = 04.97' (CITY OF CP"RT•' (REFER TO SVi FORVFRTIG' EXHIBIT F I C UNDERGROUND ELECTRICAL CONDUITS Q DETECTABLE PLASTIC WARNING TAPE (SPEC I S FINISHED GRADE T-1111 11 P VERIFY E DEPT. WITA INST O TELEPHONE SERVICE REQUIREMENTS SPECIAL NOTE: N PHON 5 RVI 70 B 1 DIN �H B AN ND R RO ND SERVICE CONTRACTORS TO SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. CONTACT (417) 874-7288. 4" PVC SCHEDULE 40 CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS O 18-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1/4" POLYPROPYLENE PULL LINE. PLACE CONDUIT A MINIMUM OF 12" FROM U/G ELECTRIC CONDUIT IN SAME TRENCH. CAP END OF CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT A MINIMUM 10' (IL) ABOVE FINISHED GRADE ATTACHED TO POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPANY, PLUS INCLUDE ALL. FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF M PAR CARL F, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4' X 6' X 7)" FIRE RETARDING BACKBOARD (IF PLYWOOD, PAINT BOARD W/FIRE RETARDING PANT) WITHIN BUILDING. CONTRACTOR TO PROVIDE LOCAL AUTHORITIES- 0 16 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE SELECTED BACKFILL, CLFANLG BY OWNER GRAVEL UNDER PAVEMENT. ROUND PHON S RVI I5 NOT AVAIem LTH N MAY ONTRA TOR INSTAIA RH H N RVI I ATHDINATE WITH OWNER k PHONE CO. 1/2" LIMESTONE GRAVEL PIPE PIPE INSTALLATION DETAIL , N.T.S. SUl -MATCH MANUFACTURER'S ANCHOR BOLT PATTERN GROUND LUG LEVELING NUT ANDI (PACK GROUT UNDER POLE TO PROVIDE FULL CONTACT WITH FOOTING. RADIUS EDGE 3-13 TIES AT TOP ""' l \ 7 1 C / /l I"A a 36" HEADED ANCHOR BOLTS (GRADE F1554) WITH HARDENED STEEL WASHERS. WHEN 4 DESIGN WINO SPEED EXCEEDS 710 MPH, GRADE F1554 (Fy-55ksi) BOLTS MUST BE USED. �i LII I�cllI 1 e •� I II I)I FINISHED GRADE �I I 13 TIES AT 16" O.C. CONDUIT EXISTING CONDITIONS NOTES BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK, THE NOTE: WHERE CROSSING OTHER CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY 1. THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION PRIOR TO SUBMITTING A BID, REFER TO SPECIFICATIONS ALSO. UTILITIES MAINTAIN 12" CLEARANCE. DETECTABLE PLASTICWARNING SITE PIPING (SPEC TAPE (SPEC 16190). IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME OF FINAL (BY PHONE 00.) IIEIIEII _jaj 1 �I�IC9I \` RIF IF= cn Uri„ SELECTED BACKFILL - CLEAN 24" MIN- T SECONDARY GRAVEL UNDER PAVEMENT. ELECT. k TE SERVICES 2. EXISTING INSTALLATIONS (SUCH AS WATER MANS/LINES, GAS THE MINES, SEWER MAINS/LINES, TELEPHONE LINES, POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY IN THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY GI THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH 48" MIN. FOR PRIMARY CLEAN ROCK, SAND OR SOIL ELECTRI SERVICES COMPACTED 95% STANDARD 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING INSTALLATIONS. —OHT— OVERHEAD PHONE yl FAIRVIEW AVENU NORTH S 3" MIN. PROCTOR DENSITY. _ ELECTRICAL CONDUIT(S) . SEE PLAN(S) FOR OTY. REO'D. - 4. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST 70 THE CONTRACTOR CAUSED BY OR RESULTING FROM DAMAGE TO OR MODIFICATION OF EXISTING INSTALLATIONS BY THE CONTRACTOR OR AFFECTED UTILITY COMPANY SHALL NOT"CONSTITUTE A CLAIM FOR EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES. ® CUT I 2' MIN. BETWEEN CONDUITS - - _ S. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION PRIOR TO SUBMITTING HIS BID. NO EXTRASWILL BE PAD DUE TO UNANTICIPATED EXISTING CONDITIONS/INSTALLATIONS. 3 -5T — 3" NIH. REQUIRED PERMITS k LICENSES TO PERFORM THIS WORK NEW 1 k SMALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL LIGHT FIXTURE PS SPECIFIED. WHILE PERFORMING SAWCUTTINC PERATIONS AS NECESSARY SUPFITTAND MOUNTING UNDERGROUND ELECTRICAL CONDUITS Q DETECTABLE PLASTIC WARNING TAPE (SPEC I S FINISHED GRADE T-1111 11 P VERIFY E DEPT. WITA INST O TELEPHONE SERVICE REQUIREMENTS SPECIAL NOTE: N PHON 5 RVI 70 B 1 DIN �H B AN ND R RO ND SERVICE CONTRACTORS TO SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. CONTACT (417) 874-7288. 4" PVC SCHEDULE 40 CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS O 18-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1/4" POLYPROPYLENE PULL LINE. PLACE CONDUIT A MINIMUM OF 12" FROM U/G ELECTRIC CONDUIT IN SAME TRENCH. CAP END OF CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT A MINIMUM 10' (IL) ABOVE FINISHED GRADE ATTACHED TO POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPANY, PLUS INCLUDE ALL. FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF M PAR CARL F, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4' X 6' X 7)" FIRE RETARDING BACKBOARD (IF PLYWOOD, PAINT BOARD W/FIRE RETARDING PANT) WITHIN BUILDING. CONTRACTOR TO PROVIDE LOCAL AUTHORITIES- 0 16 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE SELECTED BACKFILL, CLFANLG BY OWNER GRAVEL UNDER PAVEMENT. ROUND PHON S RVI I5 NOT AVAIem LTH N MAY ONTRA TOR INSTAIA RH H N RVI I ATHDINATE WITH OWNER k PHONE CO. 1/2" LIMESTONE GRAVEL PIPE PIPE INSTALLATION DETAIL , N.T.S. SUl -MATCH MANUFACTURER'S ANCHOR BOLT PATTERN GROUND LUG LEVELING NUT ANDI (PACK GROUT UNDER POLE TO PROVIDE FULL CONTACT WITH FOOTING. RADIUS EDGE 3-13 TIES AT TOP ""' l \ 7 1 C / /l I"A a 36" HEADED ANCHOR BOLTS (GRADE F1554) WITH HARDENED STEEL WASHERS. WHEN 4 DESIGN WINO SPEED EXCEEDS 710 MPH, GRADE F1554 (Fy-55ksi) BOLTS MUST BE USED. �i LII I�cllI 1 e •� I II I)I FINISHED GRADE �I I 13 TIES AT 16" O.C. CONDUIT NEW UTILITIES CONTRACTOR CAUTiONIII VERIFY SEWER LINE ELEVATION BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK, THE P.O.C. - POINT OF CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY CONNECTION BETWEEN (INCLUDING STATE HIGHWAY OR OTHER RIGHTS-OF-WAY) AND WORKABLE FLOW UNE ELEVATION OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAN. SITE PIPING (SPEC — —T— — U/G PHONE IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME OF FINAL (BY PHONE 00.) SANITARY SEWER SERVICE CONNECTION, THEN THE CONTRACTOR SHALL BE �AN•� SANITARY SEWER RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH �OHE OVERHEAD ELECTRIC GRINDER PUMP SYSTEM TO MEET OWNER AND NEW UTILITIES r� --WS-- — WATER SERVICE P.O.C. - POINT OF HUGE U/G ELECTRIC CONNECTION BETWEEN �IGT— U/G PHONE SITE PIPING (SPEC — —T— — U/G PHONE 02700) AND BUILDING (BY PHONE 00.) PIPING (SPEC 15300, �AN•� SANITARY SEWER 15400). AS �OHE OVERHEAD ELECTRIC NECESSARY -SPEC 15300 —OHT— OVERHEAD PHONE DENOTES LANDSCAPE — —GS— — GAS SERVICE IRRIGATION). CO.) SAW ® CUT CONCRETE POLE BASE DETAIL 2 ® BORE N.T.S. SU1 5 • 16 GROUND A. -11 (8)-15 BARS VERT. I (ARRANGED SYMMETRICALLY AROUND PERIMETER OF •: �. W r � LL IlLErSE s.,sr O LX£r5F IExEr4 MlE 6 A�Y1X"G30A! W iunF Z on rs.nw.a«rs.n O 1 Ilk CONCRETE PIER). � SAWCUT NOTE zI �l o w Lest LLWIRE WHERE NEW UTILITY SERVICES ARE ROUTED UNDER WITH OWNER. CONTACT EXISTING PAVED AREAS, ALL EXISTING PAVING SHAT BE 3/4'0 • 10' CROUNDROO REMOVED IN THE FOLLOWING STEPS: 1) SAWCUTTING PAVING, CONCRETE CURB k GUTTER. 2) REMOVAL k TRENCHING. 3) INSTALLATION OF UTILITY. CONCRETE POLE BASE DETAIL 2 4) BACKFILL k COMPACTION. 5) INSTAL TTION OF MATO PAYING.RB & THE EX SONCRETE CURB ING PAVING, CURB @ GUTTER IN BOTH MATERIAL k ELEVATION. CONTRACTOR SHALL CORRDINATE. OBTAIN k PAY FOR ALL N.T.S. SU1 I' �I REQUIRED PERMITS k LICENSES TO PERFORM THIS WORK NEW 1 k SMALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL LIGHT FIXTURE PS SPECIFIED. WHILE PERFORMING SAWCUTTINC PERATIONS AS NECESSARY SUPFITTAND MOUNTING DEMOLITION NOTE BRACKET BRACKET AS SPECIFIED. a Of CLEAN k CLEAR SITE OF INDICATED UTILITIES. \ T ANGLE AS REQUIRED TO AM AT SPECIFIED f POINT ON SITE. 1 PALE N M TILT ANGLE SHALL BE ACHIEVED BY AIMING CAPABILITY OF FIXTURE IF AVAILABLE. ELSE, USE SUPFRTER FOR TILTING. FLOODLIGHT MOUNTING DETAIL , N.T.S. SUL THE INSTALLATION OF A NEW LOCAL REQUIREMENTS. NEW PHONE SERVICE TO BUIL DING SHA I RF UNDERGROUND. GENERAL CONTRACTOR TO SCHEDULE INSTALLA 60.00 P \ \ \ —5T \ o ST \ ml \ \ _ \ 57 \ l \ I1 \ g t STATE OF MINNESOTA LIMITATION I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I PM A DULY LICENSED PROFESSIONAL ENGINEER LANDER THE LAWS OF THE STATE OF MINNESOTA- PRINT INNESOTAPRINT NAME: NOT" n E. Goth SIGNATURE: DATE: LICENSE: 44137 LICENSE RENEWAL DATE IS NNE 30, 2008 PAGES OR SHEETS COVERED BY THE SEAL: SUI, Pt, Ml, M2, EI, E2, E3, EST, E52 k E53. THE ABOVE -STATED DRAWINGS ARE VALID AND AUTHENTIC ONLY IF EACH COPIED SHEET BEARS THE SEAL, SIGNATURE, AND DATE AFFIXED TO THE ORIORIGINALNDRAWING BY THE ENGINEER. THE AUTHORSHIP AND COPYRIGHT OF THE PROVE STATED DRAWINGS AND SPECIFICATIONS REMAIN WITH SMITH -GOTH ENGINEERS INC. NO CHANGES BY OTHERS ARE AUTHORIZED. THEY ARE AN INSTRUMENT OF SERVICE AND ARE INTENDED FOR USE ON THE INDICATED PROJECT ONLY. THEY SHALL NOT BE REPRODUCED OR USED FOR ANY OTHER WORK WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. c EXTEND 1' WATER UNE OUT SIDE OF \ \ 1, PIT, CAP, FLAG AND LEAVE FOR \ CONNECTION BY OTHERS. SEE 1 "IRRIGATION PNS" SHEET LS AND U �L�GEdtUCtT� U/A c / \\ FOR MORE INFORMATION V + U � p TRANSFORMER POLE F \ 71/1 1 2 r� ir z C SU1 \ \ SU1 SU, ° �i \ 4 TYPICAL \ H \;\ � � g a a Q A. N Norman E. Goth w a W r � LL IlLErSE s.,sr O LX£r5F IExEr4 MlE 6 A�Y1X"G30A! W iunF Z on rs.nw.a«rs.n O Z w TION o w Lest LLWIRE WITH OWNER. CONTACT (417) 874-7288. SEE O1 II it II _ I ELECTRIC NET I' �I 60.00 P \ \ \ —5T \ o ST \ ml \ \ _ \ 57 \ l \ I1 \ g t STATE OF MINNESOTA LIMITATION I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I PM A DULY LICENSED PROFESSIONAL ENGINEER LANDER THE LAWS OF THE STATE OF MINNESOTA- PRINT INNESOTAPRINT NAME: NOT" n E. Goth SIGNATURE: DATE: LICENSE: 44137 LICENSE RENEWAL DATE IS NNE 30, 2008 PAGES OR SHEETS COVERED BY THE SEAL: SUI, Pt, Ml, M2, EI, E2, E3, EST, E52 k E53. THE ABOVE -STATED DRAWINGS ARE VALID AND AUTHENTIC ONLY IF EACH COPIED SHEET BEARS THE SEAL, SIGNATURE, AND DATE AFFIXED TO THE ORIORIGINALNDRAWING BY THE ENGINEER. THE AUTHORSHIP AND COPYRIGHT OF THE PROVE STATED DRAWINGS AND SPECIFICATIONS REMAIN WITH SMITH -GOTH ENGINEERS INC. NO CHANGES BY OTHERS ARE AUTHORIZED. THEY ARE AN INSTRUMENT OF SERVICE AND ARE INTENDED FOR USE ON THE INDICATED PROJECT ONLY. THEY SHALL NOT BE REPRODUCED OR USED FOR ANY OTHER WORK WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. c EXTEND 1' WATER UNE OUT SIDE OF \ \ 1, PIT, CAP, FLAG AND LEAVE FOR \ CONNECTION BY OTHERS. SEE 1 "IRRIGATION PNS" SHEET LS AND U �L�GEdtUCtT� U/A c / \\ FOR MORE INFORMATION V + U � p TRANSFORMER POLE F \ 71/1 1 2 r� ir z C SU1 \ \ SU1 SU, ° �i \ 4 TYPICAL \ H \;\ � � g a a Q A. N Norman E. Goth w a W r � LL IlLErSE s.,sr O LX£r5F IExEr4 MlE 6 A�Y1X"G30A! W iunF Z on rs.nw.a«rs.n O Z w p v = o w Lest LLWIRE ER \r ELECTRIC NET \ NEW 1 R 0 REVISIONS: Q Z O to W �t[I¢er trntn nur IM HAIL cmvriox, ce AEPORf .a v,¢vrcD m uc ce wotn m IMECf waw.ma. rm rwr I w A tutr Iaffi,sln rwortsaa.r. M]kdfFA INIIFX ut: urs (� ce ➢E STnE ff YtltlE5ct M WN SPRINKLER WATER METER \ // i / MP -24,26 THRU EMS LIGHTING CONTROLLER /j RELAY 15, TERMINAL //i 3 k 4. 00 \\ CAS M\ETER AND GAS SERVICE BY NATURAL CJS SUPPLI 8 LL n LL y C f CONTRACTOR TO STUB -UP i" CONDOR {t'-07 A80VE \ TOP OF FINISHED GRADE AND ZIP TIE 4'-O" W EXCESS =j � � I U U I THE � 3 $ SAwSIDEWTHE C MAKE TORE FINAL NELECTRECA CONNECTOIONN F� LC�J POLE. SIGN DISCONNECT LED BY SIGN I- A 1. CONTRACTOR FURNISHED/INSTAL00 r �) C CONTRACTOR SHALL COORDINATE WITH CITY Tl WATER DEPARTMENT TO CONNECT NEW IL-7 F O WATER SERVICE TO EXISTING WATER MAIN c_ ZONING. C \ iA WATER MAN TAP, WATER SERVICE, 4 3/4" WATER METER AND METER PR I Il IT I � Y BY WATER COMPANY OSTEO lJ \o �//MP-28,30 THRU EMS / LIGHTING CONTROLLER V / \ // RELAY /5. TERMINAL I UNDERGROUND P ELECTRIC SERVICE. 4 IJV u \` SEE ELECT. DIAGRAM � C FOR REQUIREMENTS I.0 LA A. N Norman E. Goth w a W r � LL IlLErSE s.,sr O LX£r5F IExEr4 MlE 6 A�Y1X"G30A! W iunF Z on rs.nw.a«rs.n O Z w p v = o w Lest LLWIRE \\ 9 \ f 4 Q \\\ \ oN o 6 0/y� � o et A 4( \ ` JxN 0 M P.O.C. \\\ 4 \ W � o C DOP \ \\ 3 C01 \ P.O.C. FV O \ (\ NEW 4' SEWER ,P \ SERVICE u 0� N C o CONTRACTOR SHALL COORDINATE WITH THE / p 1O m F u Col CITY$ PUBLIC WORKS DEPARTMENT TO WYE . \ J ` MT N NEW 4" BUILDING SEWER UNE INTO EXISTING \ d to N E \ 1 \ SEWER AWN. VERIFY DIRECTION OF FLOW y \ � °f \ O_ °J u �� 7 C w s EOP S �c t SJPP�{ PO BOOL OUO,TDKSMN 56301 ON PaORME� \ N O. < \ aC ZONING. R -I DOC NO. 3976966 [ SDD\' t I L07 73 ZONING: C-7 \ O0 \ EL MA ANORADE 4814 "'NA AVENUE RTH \� i y -y DRAWN: CEV I CRYSTAL, MN 55419 I DOC NO. 3973036 \ /� \ \ X CHECKED: NEG DATE: 05/04/07 F JOB NO: CRY - N SHEET: SITE UTILITIES PLAN SCALE: V= 40'-0" -a EXHIBIT ` p s_j(4 \\\ 4 \ W � o C DOP \ \\ 3 C01 \ P.O.C. FV O \ (\ NEW 4' SEWER ,P \ SERVICE u 0� N C o CONTRACTOR SHALL COORDINATE WITH THE / p 1O m F u Col CITY$ PUBLIC WORKS DEPARTMENT TO WYE . \ J ` MT N NEW 4" BUILDING SEWER UNE INTO EXISTING \ d to N E \ 1 \ SEWER AWN. VERIFY DIRECTION OF FLOW y \ � °f \ O_ °J u �� 7 C w s EOP S �c t SJPP�{ PO BOOL OUO,TDKSMN 56301 ON PaORME� \ N O. < \ aC ZONING. R -I DOC NO. 3976966 [ SDD\' t I L07 73 ZONING: C-7 \ O0 \ EL MA ANORADE 4814 "'NA AVENUE RTH \� i y -y DRAWN: CEV I CRYSTAL, MN 55419 I DOC NO. 3973036 \ /� \ \ X CHECKED: NEG DATE: 05/04/07 F JOB NO: CRY - N SHEET: SITE UTILITIES PLAN SCALE: V= 40'-0" -a EXHIBIT ` p s_j(4 C FAIRVIEW AVENUE NORTH ..y.: PROPOSEDSSIO£WALK j - S89 56 5 61.24 I' I I I i � ¢ ZONING R I C2 z Q 5 9' Oj I k •.�PPQ� � M1`'SP� S E �Aa6AS c` E ) i I o� I`. 3 1, I $ 945"W ---- �, 30.93 OO NOTENTER«.: SIGNS I I I \ o q O ZONING: R -i Zc I I LOT 13110A ANDRADE \ \ I I 4&24 XENIA AVENUE NORTH \ I I CRYSTAL. MN 55429 DOC NO. 3913036 IZONING.R-T \ N 1 SITE DEVELOPMENT PLAN C2 SCALE: 1' = 20' T, \ D'4Lc BEF�F'� O \ S �� \ \ �O 1. RTp,Lq• Z \ VVV O \ J \ ZONINC' C-1 a `\ N \ \ \ PO •PARTNERS4/P \ ' BOX IcIj SAINT CLOUD. 56302 �.-• DOC NO. 39769696 6 \ ZONING C-2 \ ( V \\ STAGES OF CONSTRUCTION: ANYPOSSIBLECONFUCTSWTMPROPOSED AAPROVEMENTSPRIORTO BEGWNM'GANYCONSTRUCTION. CONTACTOWNER WTTHANY CONFLICTS. MONTH I 2 INSTALLATIONOFCONSTRI.CTIONENTRANCE MONTH? 3.IWALLA770NOFEROSM CONTROL FENCE. MONTH 1 4. DEMOLITION OFEXIS77NG SITE IMPROVEMENTS. MONTH 5REMOVAL OF EXISTING PAVEMENTON THE ST MONTH 6. MIS TALLA TION OF ALL STORM WATER DRAINAGE IMPROVEMENTS, MONTH 7. ROUGH GRADING MONTH/ B A40NTH2 6 CONSTRUC710NOFNEWSTTE IMPROVEMENTS MONTHI 9. FINAL GRADING. MONTHS 10. PUCEMEN(OFFINAL UNDSC4PING lIEMSANDS00. MONIHJ 11. REMOVAL OF EROSION CONTROL FENCE. MONTHS GENERAL NOTES: A. REFER TOPROJECTA14NUAL FORADOITIONAL REQUIREMENTS B. SUECONDIT04B45EDUPONSURVEYSUBMRTEDBYOWNER. FIELD VERIFYEXISTWG CONDITIONS BY DETAILED SITE ASPECTM PRIORTO SUBMITTING BIDAND BEGWNRNG CONSIRUCMIN. C FIELDVERIFYSMITARYSEWERSERWCECONNECMNMVERT PRIOR TOESTABUSHNG FINAL FWISHFLOGR ELEVATION D. CCORDNATEWORKWRHOTHERSQERELATEDDEVELOPWWT DRAMNGS KEY NOTES: Ci LIMITS OF TEMPORARY EROSION CONTROL FENCE' REFERTODETAIL BCI C2 CRYSTAL MN 8617 CURB AND GUTTER: REFER TO DETAIL SC3 EXISTING RUNOFF NARRATIVE: EXISTING SURFACE DRAINAGE FLOW TO XENIA AVENUE STORM SYSTEM DEVELOPED RUNOFF NARRATIVE: DEVELOPED RUNOFF WILL DISCHARGE TO DETENTIONBASIN THEDETENTIONBASIN TO RESTRICT THE DEVELOPED FLOWS TO EXISTINGRATES PER aNOFCRYSTAL MN REQUIREMENTS. TNEREARE NO OFFSITE FLOW THROUGH THEST LAND DISTURBANCE THE OREILLYDEVELOPMENTWBI DISTURSAPPROXRMTELY0.84/ ACRES THEREFOREA LAND DISTURBANCEPERMIT WILL NOTBEREOUIRED SPECIAL NOTE: REFER TO SHEET CI FOR GRADING PLAN & STORMWATER RUNOFF SUMMARY. PARKING PROVIDED PARKING SPACES 29 HANDICAP SPACES 2 SYMBOLS LEGEND NEW BUILDING CONSTRUCTION O NEW CONCRETEPAWNG BLDG( NEWPOLESIGN�_ TEMPORARYEROSION COMM L--� LOCATION FENCE EXHIBIT H I OILITOP OF PARAPET EL. 117'-6" TOP OF STOREFRONT EL. 111'-6" TOP OF BRICK FACADE EL. 104'-0" FINISH FLOOR EL. 100'-0" PROPOSED FRONT ELEVATION SCALE: 3/32"=1'-0" TOP OF PARAPET EL. 117'-6" SAVE HEIGHT EL. 115'- 5" TOP OF BRICK FACADE TEL. 104'-0" FINISH FLOOR EL. 100'-0" PANEL SYSTEM ^LL TEXTURE -COTE WALL PANEL SYSTEM INSTALL APPLIED MULLION WINDOW FRAME EQUAL TO EFCO S-5600 WITH Ya" SPANDREL GLASS (COLOR TO MATCH TYPICAL GLASS COLOR) TYP. PROPOSED REAR ELEVATION SCALE: 3/32"=1'-0" 6' HIGH WOOD FENCE HVAC ENCLOSURE ON CONCRETE PAD W m z 0 z C cc ti O N t17 0 N BONN � N O O ti CC G ti -Q op a �- O .a N (/) LL N aC O M p ` V � M cnCDLl cu N 00a 0 U) i6 c FF� t CD c) � cc N '� � �� Illlllllllllllllllllllllllllllnlll! _ �� INSTALL APPLIED MULLION WINDOW FRAME EQUAL TO EFCO S-5600 WITH Ya" SPANDREL GLASS (COLOR TO MATCH TYPICAL GLASS COLOR) TYP. PROPOSED REAR ELEVATION SCALE: 3/32"=1'-0" 6' HIGH WOOD FENCE HVAC ENCLOSURE ON CONCRETE PAD W m z 0 z C cc ti O N t17 0 EXHIBIT 1 N � N O O ti CC G ti -Q op a �- O .a N (/) LL N aC O M p ` V � M cnCDLl cu N 00a 0 U) i6 c FF� t CD c) � cc N EXHIBIT 1 12�2F PARAPET EL 117 MEN FACADE TOP OF BRICK TEL. 104'-0" FINISH FLOOR EL. 100'-0" PROPOSED RIGHT SIDE ELEVATION SCALE: 3/32"=1'-0" OIL TOP OF PARAPET EL. 117'-6" TOP OF BRICK FACADE EL. 104'-0" OL FINISH FLOOR EL. 100'-0" PROPOSED LEFT SIDE ELEVATION SCALE: 3/32"=1'-0" TEXTURE -COTE WALL PANEL SYSTEM TEXTURE -COTE WALL PANELSYSTEM Lu m 2 z z Q 0 Z O m 4c N 00 Q-0 ca r` o U m Lo O m Z Y In Uo w __ Z � N I— a 0 Q Q 0 .c EFE oa 4c N 00 Lo CO N O O00 ti ti 0 .c EFE oa 4- cc c a O p i m M V CD N co ti U) C � M N � ,O EXHIBIT N 1 LANDSCAPE PLAN L� SCALE 7' = 20 GENERAL NOTES: A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. C. REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. D. ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS. CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN 'AMERICAN STANDARD OF NURSERY STOCK-AND'HORTICULTURAL STANDARDS' AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS. E. NO MATERIAL SUBSTITUTIONS SHALL BE MADEWITHOUTTHE ARCHITECTS PRIOR WRITTEN APPROVAL ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAYBE CONSIDERED IF SPECIFICED PLANT MATERIALS CANNOT BE OBTAINED. F. PLANT LOCATIONS ARE APPROXIMATE. ADJUST AS NECESSARY TO AVOID CONFLICTS. G. QUANTITIES OF MATERIALS SHOWN ON LANDSCAPING PLAN TAKE PRECEDENCE OVER QUANTITIES SHOWN ON PLANTING SCHEDULE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON LANDSCAPING PLAN. H. PROVIDE 4' TOPSOIL AT ALL SOD, SEEDAND PLANTING AREAS. GRADE SHALL BE ADJUSTED FOR SOD THICKNESS. REFER TO CML SITE GRADING PLAN FOR SLOPE REQUIREMENTS. L WHEN CLAY SOIL IS ENCOUNTERED IN THE ESTABLISHED OF THE LAWN OR THE INSTALLATION OF PLIANT MATERIAL IT SHALL BE IMPROVED IN ACCORDANCE WITH STANDARD TRADE PRACTICE. J. RE-ESTABLISH TURF IN AREAS DISTRUBED BY GRADING OR UTILITY TRENCHING IN THE RIGHT-OF-WAY_ K. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. vw s�A�rA_ L/ REFER TO DETAIL 1112 OCREEK GRAVEL. REFER TO DETAIL 2R 2 LANDSCAPE PLANTING SCHEDULE REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS AREA OF CONCRETE ALL PLANTINGS MAY BE SUBSTITUTED DUE TO REGION OR LOCAL REQUIREMENTS IF NECESSARY MARK COMMONNAME BOTANICAL NAME QUANTITY SITE DETAIL OREO MAPLE ACER RUBRUM 1-1? CALIPER MIN. 4/L2 OPAGODA DOGWOOD CORNUS ALTERNIFOUA 1-1? CALIPER MIN. 3IL2 © DWARF COMMON JUMPER JUNIPERUS COMMUNIS-REPANCW 1-117 CAUPER MIN. SIL2 GENERAL NOTES: A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. C. REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. D. ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS. CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN 'AMERICAN STANDARD OF NURSERY STOCK-AND'HORTICULTURAL STANDARDS' AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS. E. NO MATERIAL SUBSTITUTIONS SHALL BE MADEWITHOUTTHE ARCHITECTS PRIOR WRITTEN APPROVAL ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAYBE CONSIDERED IF SPECIFICED PLANT MATERIALS CANNOT BE OBTAINED. F. PLANT LOCATIONS ARE APPROXIMATE. ADJUST AS NECESSARY TO AVOID CONFLICTS. G. QUANTITIES OF MATERIALS SHOWN ON LANDSCAPING PLAN TAKE PRECEDENCE OVER QUANTITIES SHOWN ON PLANTING SCHEDULE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON LANDSCAPING PLAN. H. PROVIDE 4' TOPSOIL AT ALL SOD, SEEDAND PLANTING AREAS. GRADE SHALL BE ADJUSTED FOR SOD THICKNESS. REFER TO CML SITE GRADING PLAN FOR SLOPE REQUIREMENTS. L WHEN CLAY SOIL IS ENCOUNTERED IN THE ESTABLISHED OF THE LAWN OR THE INSTALLATION OF PLIANT MATERIAL IT SHALL BE IMPROVED IN ACCORDANCE WITH STANDARD TRADE PRACTICE. J. RE-ESTABLISH TURF IN AREAS DISTRUBED BY GRADING OR UTILITY TRENCHING IN THE RIGHT-OF-WAY_ K. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. vw s�A�rA_ L/ REFER TO DETAIL 1112 OCREEK GRAVEL. REFER TO DETAIL 2R 2 LANDSCAPE SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND NEW BUILDING CONSTRUCTION AREA OF CONCRETE AREA OF PAVING NEW POLE SIGN LOCATION O NEW CONCRETE PAVING BLOCK —�(— NEW FENCE CONSTRUCTION AREA OF SOD LAWN AREA WHICH EXCEEDS 25% SLOPE TO BE PROVIDED WITH SOD. REFER TO GRADING PLAN AREA OF NEW TREE REFER TO PLANTING SCHEDULE FOR SIZE AND TYPE AREA OF NEW SHRUB REFER TO PLANTING LEGEND FOR SIZE AND TYPE LL K a ------------ ------------ ZONING: R -I N 1 IRRIGATION PLAN L3 SC— V = 21r 3, GENERAL NOTES: A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. S. THIS IRRIGATION SYSTEM SHALL BE DESIGNED WITH WATER PRES: OF 5O P S.1. ATTAP. C. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. D. THIS IRRIGATION PLAN IS DRAWN FOR GRAPHIC CLARITY WHERE PIPING AND VALVES ARE SHOWN IN CONCRETE AREAS, EXCEPT WHERE CROSSING, THE INTENT IS FOR THE PIPING AND VALVES TO BE PLACED IN ADJACENT PLANTING AREAS. E ALL IRRIGATION LINES SHOWN IS FOR THE INTENT OF THE DESIRED COVERAGE KEY NOTES: O SLEEVE UNDER PAVING OR WALLS. REFER TO DETAIL 11IL4. LANDSCAPE SPRINKLER SCHEDULE ®®®®�®m ©®©m®®®®', AREA OF GRAVEL 3X 90° SPRINKLER HEAD AREA FSOD E LAWN AREA WHICH EXCEEDS 75% SLOPE TO BE PROVIDED WITH SOD. ®X 180' SPRINKLER HEAD REFER TO GRADING PLAN ®®©mm®®® NEW BUILDING CONSTRUCTION ®X 27V SPRINKLER HEAD AREA OF CONCRETE ®X Im ®©®®®® c��a�mmm ®X GENERAL NOTES: A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. S. THIS IRRIGATION SYSTEM SHALL BE DESIGNED WITH WATER PRES: OF 5O P S.1. ATTAP. C. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. D. THIS IRRIGATION PLAN IS DRAWN FOR GRAPHIC CLARITY WHERE PIPING AND VALVES ARE SHOWN IN CONCRETE AREAS, EXCEPT WHERE CROSSING, THE INTENT IS FOR THE PIPING AND VALVES TO BE PLACED IN ADJACENT PLANTING AREAS. E ALL IRRIGATION LINES SHOWN IS FOR THE INTENT OF THE DESIRED COVERAGE KEY NOTES: O SLEEVE UNDER PAVING OR WALLS. REFER TO DETAIL 11IL4. LANDSCAPE SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND AREA OF GRAVEL 3X 90° SPRINKLER HEAD AREA FSOD E LAWN AREA WHICH EXCEEDS 75% SLOPE TO BE PROVIDED WITH SOD. ®X 180' SPRINKLER HEAD REFER TO GRADING PLAN NEW BUILDING CONSTRUCTION ®X 27V SPRINKLER HEAD AREA OF CONCRETE ®X 360° SPRINKLER HEAD AREA OF PAVING ®X REMOTE VALVOLE ELECTRIC VALVE REFER TO DETAIL 624 NEW POLE SIGN LOCATION®. BUBBLER NOZZLE REFER TO DETAIL 40.4 C� NEW CONCRETE PAVING BLOCK ®x V.AN. NOZZLE ^�^ NEW LIGHT POLE LOCATION VACUUM PRESSURE BREAKER REFER TO DETAIL 1284 -X-X- NEW FENCE CONSTRUCTION © CONTROLLER REF ER TO DETAIL 7324 AREA OF NEW TREE REFER TO PLANTING LEGEND ❑ AUTOMATIC DRAIN VALVE FOR SIZE AND TYPE REFER TO DETAIL 724 AEA OF NEW SHRUB REFERRTO PLANTING LEGEND MANUAL DRAIN VALVE FOR SIZE AND TYPE REFER TO DETAIL 80.4 MAIN UNE: i' SCHEDULE 40 PVC AS RAIN SENSOR ASSEMBLY - - INDICATED ON PIANS. IS' MIN. COVER REQUIRED ® REFER TO DETAIL 1524 REFERTO 1024 LATERAL UNE: 3/4' CLASS 200 PVC PIPE ANTIFREEZE ASSEMBLY 12 COVER REQUIRED. REFER TO DETAIL 1524 REFER TO UYL4 SLEEVE UNE: = C SCHEDULE 40 PVC REQUIRED UNDER ALL BACK FLOW PR EVENTER PAVING. REFER TO DETAIL 1424 REFER TO 11M POINT OF CONNECTION UNCONNECTED PIPE ---I REFER TO SITE UTILITIES PLAN ``THROW COVERAGE REFER TO PLAN ROLLER i THROW ANGLE / ►1REFER TO PLAN fSTAT-)ON ARGE MEASURED HEAD MARK JREFER TO SCHEDULE FOR1AN9 PER NP11fTE TYPE SIZE IN INCHES EXHIBIT 0.42 30' POLE WITH 2-40OW FLOODLIGHTS 1.26 �� 0.31 052 0.8 1.46 2.68 175W MH 7vALLPO .II .28 5. 5.59 4.00 3.0 .03 1.2� 0,74 + + + + TYPICAL Of THREE("4 O 0. 3 0.60 0.83 0.61 00 LOCATIONS 3. +0 + 3.34 2.85 1. 114 0.7 0 48 400 WATT MH 0. 37 38 0.44 0 000 100W MH OPEN • 7 279 2.58 1.74 + 0.65 +� + + + + + DOWNLIGHT X0.2 .26 .29 0.32 0 0.00 4 2.44 .26 189 1.44 0.+ 05 .3 + + 0.22 0.00 0. 000 0. 1 + +9 145 + 75/ + 0.3 014 0.16 0.17 0.00 0.0 0.00 000 00 O'Reilly Auto Parts E 8 106 .8 .62 44 31 0.11 0.1 0.00 0. 0.00 0.00 0.0 0.00 0.+ + 0+7 0. 0.00 0.00 000 0.00 0.000.0/ .5 0.61 0.00 0.0 00 0.00 000 0.00 0+ + 46 +4 0.00 0+ 0.00 0.00 0.0 0 .0 0.0 0.00 . 0 0.00 UY 0 0.00 .00 1 00 0.0 + 0 0+ 0.00 0.0 , 0.00 CALM AIJDN SUMMARY --_ ARCA NAME DIMENSION _ GRID / iYPr I PIS SPAC , OUP IVAX MIN New Area 244.30x34250Et - New Grid / H -N ) 174 7171 000 N/A,"'u N/A AVE/MIN � 48d 1000 U SITE PHOTOMETRICS PLAN N SCALE: 1" = 40'-0" + + + + + + 0.18 0.20 0.22 0.23 2 .24 + pic A49 oh nx neo n+ 0+ 0.32 0.19 0. 3 0.26 0.33 0.38 0.42 0.44 0. 41 0.37 022 0.7 0.35 042 0.49 0.55 0.58 0.59 . 0.49 ` 0.24 0. 2 0.42 0.53 0.64 0.74 079 0180 0.74 .� 052 + 0.26 0., 7 + 0.50 + 0.66 + 0.84 + 1.00 + 1.0 + + 0.8 + 7 + 0.48 0.28 0. 0.58 0.82 110 + 152 15 1.39 14 0. 60 0. 0.64 0.98 1 0 1.80 2 04 0 .91 ] 106 + 0.63 + 0. 0.68 1.7 2.30 264 272 .48 2.F 110\0 0.66 400 WATT MH 0.4 1 0.67 1. 2.07 .72 3.12 23 3.07 27 2.01 48 1.1 083 30' POLE WITH 3-40OW FLOODLIGHTS + + + + + + + + + + + 0.4 0.67 1.10 0 3. .67 3.47 3.47 .61 1 1. 0.77 + + + + + + + + + + + + + + 0.4 0.73 1.10 1.79 3 3.9 80 4.91 5.07 . 2.58 1.84 1.38 .9 0.79 0.3 0.66 1.10 2.05 3.1 3. 4 5.05 3.78 3.56 2.61 1.96 1. 0.73 + .4 + 0.81 + 1. + 5.16 7.89 + + 4.50 + 3.99 + 3.31 + 2.55 + .98 1. + 05 + + + + + + + + + 400 WATT MH + + + + .5 0.86 33 .46 .21 7.25 8.80 7.25 5.85 4.95 4.00 3.16 2. 2.08 . 0.65 + .6 0. + 1.64 5 + 4.30 + 5.1 + 6.77 + 7.17 + 8.00 / 7. + 4.80 + 4.17 + 3.55 + 7 + 2.51 400 WATTMH + .6 + 1.00 + 2.91 + 4.33 +j 5. 7 + . 2 + 7. 7. + .7 X6.9 .60 + 4.92 + 4.54 + 3.94 + 77 0.9� ++ .6 1.0 + 1.72 + 2.71 + 3.94 + 5.91 + 8.12 + + A .56 + + + 5. + 50- 400 WATT MH 6 10 1.73 2.74 3.96 5. .47 5. +7 8+ 6.43 6.66 737 61 09 167 3.74 4+ 4+ 7.4 .57 6.81 7.76 5.08 0.42 30' POLE WITH 2-40OW FLOODLIGHTS 1.26 �� 0.31 052 0.8 1.46 2.68 175W MH 7vALLPO .II .28 5. 5.59 4.00 3.0 .03 1.2� 0,74 + + + + TYPICAL Of THREE("4 O 0. 3 0.60 0.83 0.61 00 LOCATIONS 3. +0 + 3.34 2.85 1. 114 0.7 0 48 400 WATT MH 0. 37 38 0.44 0 000 100W MH OPEN • 7 279 2.58 1.74 + 0.65 +� + + + + + DOWNLIGHT X0.2 .26 .29 0.32 0 0.00 4 2.44 .26 189 1.44 0.+ 05 .3 + + 0.22 0.00 0. 000 0. 1 + +9 145 + 75/ + 0.3 014 0.16 0.17 0.00 0.0 0.00 000 00 O'Reilly Auto Parts E 8 106 .8 .62 44 31 0.11 0.1 0.00 0. 0.00 0.00 0.0 0.00 0.+ + 0+7 0. 0.00 0.00 000 0.00 0.000.0/ .5 0.61 0.00 0.0 00 0.00 000 0.00 0+ + 46 +4 0.00 0+ 0.00 0.00 0.0 0 .0 0.0 0.00 . 0 0.00 UY 0 0.00 .00 1 00 0.0 + 0 0+ 0.00 0.0 , 0.00 CALM AIJDN SUMMARY --_ ARCA NAME DIMENSION _ GRID / iYPr I PIS SPAC , OUP IVAX MIN New Area 244.30x34250Et - New Grid / H -N ) 174 7171 000 N/A,"'u N/A AVE/MIN � 48d 1000 U SITE PHOTOMETRICS PLAN N SCALE: 1" = 40'-0" PRESENT OWNER 7DK PARTNERSHIP C/O 7740MAS KNETTEL PO BOX 1013 ST. CLOUD, MN 56302 LEGAL DESCRIPTION Lots 1, 2, and 3, Block 1, West Lilac Terrace Fourth Unit, Hennepin County, Minnesota. ZONING GENERAL COMMERCIAL (C-2) MINIMUM LOT AREA: 20,000 SQUARE FEET MINIMUM LOT WOTH: 100 FEET MINIMUM LOT DEPTH: 120 FEET MAA7MUM BUILDING HEIGHT.• 3 STORIES OR 40 FEET(WIICHEVER IS LESS) SIDE YARD SETBACK: 10 FEET SIDE YARD SETBACK FROM A STREET.' 60 FEET FROM CENTERLINE OF STREET BUT NOT LESS THAN 30 FEET FROM A SIDE LOT LINE FRONT YARD SETBACK: 60 FEET FROM CENTEIkINE OF STREET BUT NOT LESS THAN 30 FEET FROM A FRONT LOT ONE REAR YARD SETBACK- 10 FEET FROM REAR LOT UNE VICINITY MAP "NO SCALE" LOT AREA Lot 1, Block 1: 34805 sq. ft. ROW 1820 sq. R. Total: 36,625 sq. k OR 0.841 acres PRELIMINARY PLAT OF 0PREILL Y ADDITION N W E — \ \.. s - s \. GRAPHIC SCALE �. \\ 3o 0 1s w ...._ ., , IN FEET ) LEGEND 1 • DENOTES FOUND IRON PIPE 5 DEN07ES UNDERGROUND SANITARY SEWER p DEN07ES SET IRON PIPE WIN PLASTIC CAP ST DENOTES UNDERGROUND STORM SEWER ' MARKED R.LS NO. 16091 W DEN07ES UNDERGROUND WATER UNE I — DENOTES SIGN FIBER DENOTES UNDERGROUND TELEPHONE 4 DENOTES POWER POLE OHU I DENOTES OVERHEAD URLITY LINE 1 M oe O DEN07ES S70RM CATCH BASIN G DENOTES UNDERGROUND CAS i ►� DEN07ES WATER GATE VALVE _X X. DEN07ES WOOD PRIVACY FENCE p DENOTES WATER HYDRANT ® DENOTES SANITARY MANHOLE I hereby —Iffy that Mh --y, plop w report r prepared by me or under my d' —t supervision and that I am a duly Re9iatered Lmd Su, ,— under the loos of the State of M/nnesota Dole B. Anderson Reg No. 16091 Dote t 460 10 FI 0 2 I {i so� 873' \ .. "mt,` \.•_ �. \\\ e / I LOT 1 V \ IBLOCK 1 "".r• -5 NTTA'RY SEWER EASEMENT s \(3d i /`—OC NO 667575)....% .....\ \ \\ �' ' ;8T4// \ \ \\ �\ it \ ,o ..1` ..... \\ V A S / /,� 41 X" nS 3• 1 ANW50N 114NP PIMEYINC A DIVISION OF PASSE ENGINEERING, INC, ceMe6ro6E� CIVIL ENGINEERS • LAND SURVEYORS 200 THIRD AVENUE NE, SUITE 100 DSON CAMBRIDGE, MN 55008 (763)689-4042 PH. (763)689-6681 FAX Job No. 282-06 Book -Page NIA 0WG 282-06PRE Checked by DBA Ormm by PJo C)CmisiT M GRAPHIC SCALE O'RE/LL Y ADD/T/ON LEGEND BEARING BASIS *DENOTES 7/2 INCH MONUMENT FOUND FOR PURPOSES OF THIS PLAT, THE NORTH UNE OF DENOTES 1 2 INCH BY 14 INCH IRON MONUMENT SET LOT 1, BLOCK 1, WEST LILAC TERRACE FOURTH UNIT O 1S ASSUMED TO HAW A BEARING OF SOUTH 89 WITH PLAS77C CAP MARKED R.LS NO. 16091 DEGREES 56 MINUTES 54 SECONDS EAST. o ao \ ( SCALE IN FEET) \ \ \ \ of . 2007 Patrick H. O'Connor, Hennepin County Auditor By \ SURVEY DIVISION, Hennepin County, Minnesota -NORTH LINE -LOT 1, BLOCK 1, \ \ \ William P. Brown, Hennepin County Surveyor By . WEST LILAC TERRACE FOURTH UNIT 66 '. S89`5634'E 61.24 \\ I hereby certify that the within plat of OREILLY ADDITION was filed in this office this day o1 2007, at o'clock .M. (61.00 -WEST LILAC TERRACE FOURTH UNIT) \ \ 1 52.60 \\m \ 60 I \o \ 1 °(AT\ \ 4 I \ \ '------M7 F� \ LOT i BLOCK i \ P� \ • I I \ I 10 I 60 I SANITARY SEWER EASEMENT \ r / (DOC. NO 667515) \ z .0 L NORTHERLY EXTENSION OF 3 \ I \ - 25_ y6 ''. THE NORTHEAST ALLEY \ I RIGHT-OF-WAY LINE NBB'S9%15`W \ w 30.93 \ --------- 1 (30.60 -WEST LILAC II 7ERR IFCf FOURTR UNIT) \\\ II II 13 `\ PG C) — — — — — — — — — - 1� KNOW ALL MEN BY THESE PRESENTS.' That T.D.K. Partnership, a Minnesota general partnership, fee owner of the following described property situated in the County of Hennepin, State of Minnesota, to wit: Lots 1, 2, and 3, Block 1, WEST LILAC TERRACE FOURTH UNIT, according to the recorded plot thereof, Hennepin County, Minnesota. Has caused the some to be surveyed and plotted as OREILLY ADDITION and does hereby donate and dedicate to the public for public use forever WEST BROADWAY and dedicate the drainage and utility easements as shown on this plat for drainage and utility purposes only. In witness whereof said T.D.K. Partnership, has caused these presents to be signed by its proper partner this day of 20 . 7homos Knettel, a General Partner of T.D.K. Partnership STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 by Thomas Knettel, a General Partner of T.D.K. Partnership, a Minnesota general partnership, on behalf of the partnership. Notary Public, County, Minnesota. My commission expires /, Dale B. Anderson, hereby certify that / have surveyed and platted the property described on this plat as OREILLY ADD/TION, that this plot is a true and correct representation of said survey, that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown within one year of recording; that the outside boundary lines are correctly designated on the plat; and that there ore no wetlands as defined in MS 505.02 Subd. 1 or public highways to be designated on said plat other than shown thereon. Dole B. Anderson, Land Surveyor Minnesota License Number 16091 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Dole B. Anderson, Land Surveyor, Minnesota License Number 16091. Notary Public, County, Minnesota. My commission expires CRYSTAL, MINNESOTA This plot of OREILLY ADDITION was approved and accepted by the City Council of the City of Crystol, Minnesota, at a regular meeting thereof held this day of . 2007. If applicable the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the city or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL OF CRYSTAL, MINNESOTA By By ReNoe J. Bowman, Mayor Janet K. Lewis City Clerk TAXPAYER SERVICES DEPARTMENT, Hennepin County, Minnesota I hereby certify that the taxes payable in and prior years have been paid for land described in this plot. Doted this day of . 2007 Patrick H. O'Connor, Hennepin County Auditor By Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to Minnesota Statutes, Sec. 3838.565 (1969) this plat has been approved this day of 2007 William P. Brown, Hennepin County Surveyor By REGISTRAR OF TITLES, Hennepin County, Minnesota I hereby certify that the within plat of OREILLY ADDITION was filed in this office this day o1 2007, at o'clock .M. Michael H. Cunniff, Registrar of titles By Deputy ANDER50AI IANP 511RVEY1W A DIVI5I0N OF PASSE ENGINEERING, INC. CIVIL ENGINEERS • LAND SURVEYORS CAMBRIDGE, MN 55008 EXHIBIT M — IAN/NG:• C-2 {., FAIRVIEW A VENUE NORTH '\ i uj 13� \ ' RE �6i� v-�•-P,RQRQS ; .' 1C.,r �;•,�T•,y, �t . ; e`� 5 g �• � • ,.;• S89 56.'54 E 61.24. ' kit: tat i \t \ eP lL \ • x r J 60.DDI m . �0 r 7 A \ ZON/NGr R - 1I ' \♦ O \G e \ pQ ZONING: C-2 03 " 4z • Sy'� ,.y '?..�5; a, i \ ,fit 4r•• \ f V 01� �,�. 1�, SoUVbr�i•' '`;•R.:, \ rte`• "��•,�i \'� e''� `".. � � � ,tis: .� ,� 1\ '' `.: •: ® �'a • � ' • ® �. 'Qi. O ��\t'to. C+A (ter. \ � t tiro •d ,� Q `"� 1� .. ,l, -� `'. to ,\ \::'• , �e����0 6 I 14.40' •.' z, ...®....�t,e� �\ '°�,�,0�� 'off 0 � <,��n '`e I25.00 \ S r '`i �•� I 8 30.937 ® .... —1 fa6Wi ^ t^ �•'a ® ® \ 6�• �a � �•, e ® \ o� Jo Al,OSE �,� IDK PAR7NERSH/P PO X 1013 ® 5� Syy�3 SPP SAlN7°CLOUD, MN 5x302 el�v'�'MSN' yZONING.' R-1 �o Pr1 DOC NO. 3976966 ....... :....... OOH ZONING C-2 LOT 13 w! '� ELMA ANDRADE 16� y'S...m.. 4824 XENIA AVENUE 1H CRY TA4 MN 55429 I DOC NO. 3923036 It s I ZONING` R-1 ..... # \• \t �e SITE SPECIFIC NOTES: \`1 1. SITE IS A VACANT LOT NEXT TO THOMAS TOOL AND SUPPLY. 2. DUMPSTER AND HVAC PADSARE REQUIRED TO BE SCREENED. (6' WOOD FENCE) REVISED 3/28101 3. WE WILL NOT BEALLOWED A DRIVE ONTO XEMA AVENUE NORTH. 4. LANDSCAPINGAND ISLANDS SHOWNARE REQUIRED BY CITY ORDINANCE. 5, STORM WATER DETENTION MAYBE REQUIRED. � RC1 � I AUTO PARTS 6. SIDEWALKS ARE REQUIRED ALONG ALL STREETS. 7. MINIMUM NUMBER OF PARKING SPACES IS SHOWN. 8. ANADDITIONAL 7' SETBACKFROM CL OF WEST BROADWAYIS REQUIRED BY THE COUNTY. 9. BERM AND LANDSCAPING IS REQUIRED ALONG XENIA AVE. ABUTTING RESIDENTIAL. CRYSTAL, MN PARKING 10, ONLY ONEACCESSISALLOWED ALONG WESTBROADWAY. PRELIM. SITE PLAN + 0S ACES SIGN NOTES: DATE: February 8, 2007 = 32 SPACES NORTH 1. SIGN LOCATIONAPPROVED & POSITIONED FOR BEST VISIBILITY. SCALE: 1"= 30-0" 2. WILL A SIDE LOGO BE REQUIRED? 3. MAX. POLE SIGN AREA: 150 SQ. FEET. 4. MAX. POLE SIGN HEIGHT.' 25 FEET. 5. SIGN SETBACK FROM OVERHEAD UTILITY LINES AND 10'-0"FROM RIGHT-OF-WAY. 6. M ALL SIGNAGEAREA: 150 SQ. FT, Fax: PROFESSIONAL PARIS PEOPLE April 20, 2007 Via Facsimile: (763) 531-1188 City of Crystal Attu: Jason Zimrnennan 4141 Douglas Dr. lel Crystal, NIN 55422 Mav 18 2007 10:27am P001/001 Real Estate )Department 233 S. Patterson Springfield Mo 65802 (417)$29-5877 fax # (417) 529-5726 Sender's direct dial 9417-862-2674 ext. 7411 Sender'$ direct fax ##417-829-5726 VSchafC��OiEFI1YAtU�O COTYi Re: O'Reilly Automotive, Inc. site Lots 1, 2, and 3, Bloch 1, West Lilac Terrace Fourth Unit, Hennepin County, Minnesota Dear W. Zimmerman_ Per your request, I have determined exactly what type of trucks will be making deliveries to our store in Crystal, MN. I have been advised that we would be using 28' box trucks. They will be 30,000 lbs_ GVW. Deliveries will be made between 7:00 p.m.— 9:00 p.m. daily. Thank you for your consideration of our project_ We look forward to having a location in. Crystal, Minnesota. Sincerely yours, azc� j .01 Vicki Schafer ,Paralegal Cc. Craig Smith, Real Estate Counsel EXHIBIT 0