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2006.05.08 PC Meeting PacketCRYSTAL PLANNING COMMISSION AGENDA SUMMARY May 8, 2006 7:00 p.m. Crystal City Hall - Council Chambers 4141 Douglas Dr N A. CALL TO ORDER B. APPROVAL OF MINUTES • April 10, 2006 regular meeting and work session* C. PUBLIC HEARINGS 1. Consider Application 2006-05 for Site Plan Review to build a funeral home at 5125 West Broadway.* 2. Consider Application 2006-06 for Preliminary Plat of Thora Thorson Addition at 732358 th Avenue North.* D. OLD BUSINESS E. NEW BUSINESS F. GENERAL INFORMATION 1. City Council actions on recent Planning Commission items* 2. Staff preview of likely agenda items for June 12, 2006 meeting G. OPEN FORUM H. ADJOURNMENT *Items for which supporting material will be included in the meeting packet CRYSTAL PLANNING COMMISSION April 10, 2006 A. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7:00 pm with the following members present: Sears, Davis, Nystrom, Whitenack, VonRueden, Brennan, and Strand. Also present for the city were Council Liaison Joselyn, City Attorney Norton, and the following staff. Matthews, Peters, Sutter and Zimmermann. B. APPROVAL OF MINUTES Moved by Commissioner Nystrom and seconded by Commissioner Strand to approve the minutes of the March 13, 2006 regular meeting. Motion carried. C. PUBLIC HEARINGS 1. Consider Application 2006-03 for Lot Division to detach the South 3 feet from a new lot at 3548 Zane Avenue North (formerly part of 5817 36th Avenue North) and add it to the adjacent parcel at 3450 Zane Avenue North. 2. Consider Application 2006-04 for a Lot Division to detach the East 3 feet from a new lot at 3556 Zane Avenue North (formerly part of 5817 36th Ave North) and add it to the adjacent parcel at 5813 36th Avenue North. Mr. Sutter summarized the staff report for both items. Public Hearing opened. Public Hearing closed. Moved by Commissioner Nystrom and seconded by Commissioner Brennan to recommend to the City Council to approve Application 2006-03 for Lot Division to detach the South 3 feet from a new lot at 3548 Zane Avenue North (formerly part of 581736 1h Avenue North) and add it to the adjacent parcel at 3450 Zane Avenue North. Findings of fact area as outlined in the staff report. Motion carried Moved by Commissioner Whitenack, and seconded by Commissioner Nystrom to recommend to the City Council to approve Application 2006-04 for a Lot Division to detach the East 3 feet from a new lot at 3556 Zane Avenue North (formerly part of 581736 th Ave North) and add it to the adjacent parcel at 5813 36th Avenue North. Findings of fact area as outlined in the staff report. Motion carried D. OLD BUSINESS E. NEW BUSINESS F. GENERAL INFORMATION Mr. Sutter commented that any discussion of the Development Status Report or City Council actions on recent Planning Commission items were included in the packet, and could be discussed in tonight's work session. He also stated that he was not aware of any items for the next meeting at this time, other than the Preliminary Plat for the Thorson site which would also be discussed in the work session. G. OPEN FORUM H. ADJOURNMENT Moved by Commissioner Strand seconded by Commissioner Nystrom to adjourn. Motion carried. The meeting adjourned at 7:09 p.m. Chair Davis Secretary Strand CRYSTAL PLANNING COMMISSION * WORK SESSION * April 10, 2006 A. CALL TO ORDER The Crystal Planning Commission convened in work session at 7:15 pm with the following members present: Sears, Davis, Nystrom, Whitenack, VonRueden, Brennan, and Strand. Also present for the city were Council Liaison Joselyn, City Attorney Norton, and the following staff. Peters, Sutter and Zimmermann. B. DISCUSSION ITEMS Planning Commission members provided background information about themselves. Mr. Peters introduced Tim Buck, Ward 3 resident, member of Motor Vehicle Citizens Committee and possible candidate for the open seat on the Planning Commission. 2. Mr. Norton provided information regarding zoning law and the Planning Commission's role. Discussion followed regarding the standards for variances, timeliness requirements for zoning decisions, and related matters. 3. Mr. Sutter and Mr. Peters provided information regarding recent, current and possible future planning and development activities in the city. The main discussions items were the Thorson redevelopment site, the Crystal Airport, and a new Comprehensive Plan for the city to be prepared beginning in 2007. C. ADJOURNMENT The meeting adjourned at 9:05 p.m. Chair Davis Secretary Strand M E M O R A N D U M DATE: May 3, 2006 TO: Planning Commission (May 8th meeting) FROM: Jason Zimmermann, Code Enforcement and Zoning Administrator SUBJECT: Public Hearing: Consider Application 2006-05 for Site Plan Review for a new funeral home at 5125 West Broadway. A. BACKGROUND The subject property is a 84,538 sq. ft. (1.94 acre) site owned by Washburn-McReavy. The site is currently vacant and the applicant is proposing to build a new 9,223 sq. ft. funeral home. Site improvements would include new parking and drive areas, and landscaping. The property is zoned C-2 General Commercial. The funeral home use, not including cremation services, is 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 Star Tribune on April 29, 2006 and the Sun Post on May 4, 2006 and mailed to all property owners within 350 feet of the property. At the May 8, 2006 meeting, the Planning Commission will hold the public hearing and may make a recommendation for the City Council to consider at its May 16, 2006 meeting. 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. Floor Plan. J. Building elevations. K. Landscape plan. B. STAFF COMMENTS 1. Building. The building will be wood frame with a stone and stucco exterior. The main entrance would face northeast, towards West Broadway. There will also be an entrance to the chapel on the southeast side of the building. An overhead door and two service doors provide access for employees and vehicles on the southwest side of the building. SITE PLAN REVIEW - WASH BURN-MCREAVY (5125 WEST BROADWAY) PAGE 1 OF 4 Conditions recommended by staff: ■ Per plan, one hydrant supplying the minimum fire flow of 1500 gpm is acceptable. Ensure that the hydrant is free and clear of obstructions. The landscape plan shows bushes in the area. Minimum clearance of 3 feet shall be kept around the hydrant at all times. ■ Per West Metro Fire District policy, the hydrant provided shall be within 100 feet of the fire department connection. Show location of fire department connection on the final plans. ■ Show location of utilities throughout building such as fire sprinkler riser location, fire alarm panel, domestic water, electric, etc. on the final plans. ■ If direct access is not provided to sprinkler control valves, then outside control of sprinkler system shall be provided. The preferred method is a wall post indicator unless the sprinkler riser is to be below grade, which will require a PIV. ■ Ensure sprinkler contractor has approved plans and permit before any work is completed. ■ A fire department lock box shall be provided. Order information and mounting location will be provided by the Fire Inspector. Provide occupancy types and locations in the building for further review. ■ The building shall have address numbers at least 4 inches high and in a contrasting color and visible from West Broadway, 3. Parking, traffic and sidewalks. The Zoning Ordinance requires 83 parking spaces; 83 would be provided. Access would be from one 24' wide driveway on West Broadway and one 24' wide driveway from the cemetery property. The curb cut on West Broadway is currently 21' in width and would need to be widened as part of this project to provide an opening of at least 24'. City Code would allow a maximum curb cut width of 32' for this property. A Hennepin County permit is required prior to any work being performed on the curb cut. There is public sidewalk along the street frontage. 4. Signs. Sign plans were not submitted with the application. The site plan does show a new cemetery entrance sign along West Broadway. Permits are required prior to installation of signs. 5. Landscaping. The applicant would plant 12 shade trees, 5 evergreens and 82 shrubs and bushes of various varieties. The City Forester has reviewed the plans found them to be generally acceptable. SITE PLAN REVIEW - WASHBURN-MCREAVY (5125 WEST BROADWAY) PAGE 2 OF 4 Conditions recommended by staff: • Serbian Spruce shall be substituted for Colorado Blue Spruce (hardier and narrower). • Red Maple is ok, however the planting schedule must be changed to Acer rubrum, not Acer platanoides. • Back soil should not be isolated. Mix with native soil or else you will get "flower pot effect". • All landscape areas except for mulch or rock planting beds shall be sodded. • All landscape areas shall be irrigated. 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. The proposed parking lot would slope down south to catch basins which would connect to the storm sewer system which runs into a retention pond at the south west corner of the property. City water is available from West Broadway. The applicant is proposing to install a new 8 inch supply line tapping into the main under West Broadway. The applicant is proposing a 6 inch sanitary sewer to be connected to the main under West Broadway. 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 utilities costs. Staff is recommending that the required surety be $138,400, with $99,900 to be released upon satisfactory completion of the site improvements and $38,500 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 $138,400 -surety and an executed site improvement agreement are provided to the city. C. RECOMMENDATION SITE PLAN REVIEW - WASHBURN-MCREAVY (5125 WEST BROADWAY) PAGE 3 OF 4 Staff recommends approval of the submitted plans for construction of a new funeral home at 5125 West Broadway, subject to the following conditions: 1. The curb cut on West Broadway must be widened to a minimum 24 feet in width. A Hennepin County permit is required prior to any work being performed on the curb cut. 2. Fire sprinkling is required. The sprinkler system will be required to be supervised by a monitoring system. A permit is required; sprinkler plans shall be submitted to the city for review. 3 4 5 6 I. - All conditions listed under Staff Comments #1 Building must be met. A sign permit is required prior to installing any signs. All conditions listed under Staff Comments # 5 Landscaping must be met. All utilities serving the new building, including electrical and communications, shall be located underground. No building permit shall be issued until the required $138,400 surety and an executed site improvement agreement are provided to the city. A lighting plan must be submitted for review and approval by staff prior to the issuance of a building permit. 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 May 16, 2006. SITE PLAN REVIEW - WASHBURN-MCREAVY (5125 WEST BROADWAY) PAGE 4OF4 e� iii A IF& rr F do -"TZ--- s �4kT ; �: EXHIBIT B GLEN HAVEN CHAPEL 5100 DOUGLAS DRIVE NORTH CRYSTAL, MN 55429 Written Narrative - Project and purpose description: This project is a 9,223 square foot funeral home on the existing cemetery property in Crystal, Minnesota. The building will be wood frame with a stone and stucco exterior. We will have 83 parking stalls for the funeral home and it will be surrounded by nice landscaping. The hours of business will be 8:00 am to 5:00 pm, other than days of a funeral or visitation, those hours could be as late as 9:00 pm. We will have a new staff of 2 full time and 4 part-time employees. EXHIBIT C 04/12/2006 08:30 763-531-1188 CITY OF CRYSTAL PAGE 02/04 TABLE OF PROJECT COST CITY c ,�, for certain types of applications for Special Land. Use Actions TO BE COMPLETED BY THE APPLICANT. - Address of Subject Property: 5100 Douglas Drive North Description or Name of Project: Washburn McReavy F. H. $89,000 Engineering, Architectural and Legal Expenses $ 63,500 Site Preparation (grading, filling, tree removal) $87,500 Utilities (water, sanitary sewer and storm sewer) $ 1 1 2 , 300 Streets, Sidewalks, Parking (and other paved areas) $ 47,000 Other Site Improvements (lighting) $720,000 Construction of Buildings (materials and labor) $1,119,300.00 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 $38,500 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: Y� 6b ----------------- $ 1 * 0 TOTAL SURETY REQUIRED EXHIBIT D 990001 9/118/21 SCI FUNERAL SERVICES LEGEND ADVANCE SURVEYING Ph 1VGINEERING C67 �TA—IV-P BOU. TOPOC-P,`� Pff5300S.Hwy.No.101 Minnetonka, bIN55345 Phone(612)4747964 Fai(612)47482671A1E Y j0 -z -R Nm„,wr SURVEY FOR: CRYSTA�CEMETERYASSOCIATION SURVEYED: February, 1999 DRAFTED: February 12, 1999 REVISED: March 30, 1999 LEGAL DESCRIPTION: Lot 1, Block 1, FOURTH ADDITION TO GLEN HAVEN MEMORL'LL GARDENS, Hennepin County, MN." 'This is a proposed legal description because the plat has not yet been filed. LIMITATIONS & NOTES: 1, Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct, and that any matters of record, such as easements, that you wish shown on the survey, have been shown. 2. Showing the location of existing improvements we deemed important 3. Showing the topography of the site by contour lines and spot elevations, the elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the map when determining other elevations for use on this site. 4. Showing existing trees that we deemed important. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer and a Professional Surveyor under the Laws of the S� of esot on J es H. Parker P.E. & P.S. No. 9235 GRAPHIC SCALE 0 (Dr racy ) t man - sD a I. �m„oinc vlsAa —N—MARRNNN NIC SpINCE _S_6ARiA„. � AIA] sJI�E �E—UNCEilaIQ1N0 RECI6IC R -ILS. L-96.6--- ___ _______-_ � \ \ PO-ZVD WATER ELEVATION= 86 5.70 FEET (NGVD-1929) NOV. 25,1998 �^ f. CHD BRW93921'30•W A-23,33'10' / / ~M',y�j. Re900.00 / , , sE„Eryq e1 �1 1-20561 - -- 0 p l x•® 2W ASN , sfo � 4 o • BRC. �°13�/�� Is I a- sze• r o 21 AV �- m 1W} YEW 21I 411 ` 7Tz 1 ASN I�I �0- 6S W V 9. ��?378 A5M 611 - VtlSER e• mEa I�IaCCCi / o 62A - 1 I s><vA A i sessri 1 •r � h � I JOB NO. 990001 1 EXHIBIT E KIONAit •I /DOl 3733.1 TIFF GEOTE) \�\ may. SA. BAGS SE E xTaw«Te •z n CATCH BASIN PROTECTION TYPE C i nTs n - FLOW ,.. w •... � IOP OF INIERYCpA7[ CPAOC "POSED C AGGREGATE SURFACE � 1 STEEL PLATE SHALL SAFELY fN THSTN.•D TRAFFIC MIO HEAVY EQUIPMENT LOADRIGS brl". 04El. SPACED B" -,Q• ON CENTER INLET PROTECTION TYPE A L nTs POST SUPPORT NET FILTER FABRIC COMPACT BACKFILL A 6• 1. PLACE THE SEDIMENTATION CONTROL FABRIC 1N SIDE OF THE FENCE IN THE DIRECTION OF THE ANTICIPATED SEDIMENT FLOW (NET SIDE OF THE SYSTEM AWAY FROM THE FLOW) AND POSITION EXHIBIT THE POSTS AGAINST THE BACK WALL OF THE TRENCH. 2. DRIVE THE POSTS INTO THE GROUND UNTIL THE P� BOTTOM OF THE INDUSTRIAL NETTING IS APPROX. 2' BELOW GROUND LEVEL 3. LAY THE BOTTOM 6' OF SEDIMENTATION CONTROL FABRIC INTO THE TRENCH. 4. BACKFILL THE TRENCH WITH NATIVE SOIL AND COMPACT. SILT FENCE S. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. ` 01 1. CLEAR THE ENTRANCE/EXIT AREALL VEGETATION• ROOTS, AND OTHER OBJECTIONABLE M IAL 6' MIN. C \ 2- GRADE THE ROAD FOUNDATION SO THAT THE ANCE/ EXIT WILL HAVE A CROSS SLOPE. 2-3" COARSE AGGREGA� �a\? 3. USE WASHED STONE 2• TO 3' IN SIZE. �5 8" HUMP TO DIVERT RUNOFF FROM PAVED NOTE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO 4.0' 10.0' ROAD. 38.0' MIN. PREVENT MUD OR SEDIMENT FROM LEAVING THE ROAD pE SH� ST fiUMUD RBE TRA KED OR IMMEDIATELY. ONTO 2R SLOPE 2-3' WASHED STONE GRAVEL ENTRANCE/EXIT: MOTH -15.0' FLARED TO 25.0' AT ROAD LENGTH -50.0' GRADE -20% TEMPORARY GRAVEL CONSTRUCTION EXTRANCE/EXIT NTS LEGEND \\ s NEW SPOT ELEVATION \\ EXISTING CONTOUR LINE DIRECTION OF DRAINAGE ?OF OF 66' RCP NOTE: ELEV.-868.82 CONTOURS SHOWN ARE EXISTING, SPOT ELEVATIONS ARE NEW POND A 61 r .... 4P. O z� : / s '\S, O 876.62 ixl / \ f , X75. HEAVY DUTY 40 / 8 SILT FENCE } /' "T.C.= 74.1 76.0• (TYPICAL) i� INV = 71. / \ `74.6 75.7 67• 4 p�O ' r......_..._.. ' kyr } 75.5 `� 1 INV. so '..'' •• 'g Eb j T.C. 74.8 ;'96 / 75.3 INV 70.7 PROP ED BUJ.LUING 74.0 '74.0 FlN.'�FLR. EL. 876. In N f" X73.6 72. 73.8 6 i 76.0 ' RISER 75.6T.0g� NV 83 j 73.5 " _ 3. �18" STORMs 73. LAGPOLE SEWER `• IN 69. �* 5,: _0 73.3 a3 / 7 \ k \\ 73.7 •................. ................_... e INV. = NV. _ ....--' \ �.-68.7 %8.7 _ 74.0 •73.7 z STORM RETENTION a 4�_ POND OSI .�\ \ T.C. 72.0 INV 6 . �A 0 `\ 72.7 2. 872 0 GRADING AND EROSION CONTROL PLAN NORTH SCALE: 1" - 20'-0" 1 C SHUT N0. s� EXHIBIT P� g55 - 03° n rE • _35 p i •il � 1 O I a o � p N h p P Ohm c x 0 w o •o o O a �aLL 1 C31 II � I I' EJ 1 u J W 0 I IL O J = _ O Z Q w I Z z m 2 OW> ra-oao W I U Z 2_J:I Z aQz I- CD UJ j O O03 2 ~ ' Q � U C SHUT N0. Cl OF 2 EXHIBIT C T-G. RANTINS /AEA PQ{ LANDSCAPE RAN 12' RADIUS CAST IN RAGE GONG. GU 0 ASPNM.T PAVEMENT AND SLB -SAW n5 4' P K BARS 1 AS REpMRED $6-13 DESIGN CONCRETE CURB B' kv (TMP) - -• • •- —'"' PROVIDE ONE 5YMBOL AT EACH HANPICAP AGGES5IBLE STALL 'OLLOPH GVIOELINeS POR PROPORTION DIS OP INTERNIATIONAL SYNTOI. TF KGB_ AS REQUIRED BY ADA AND/DR LOCAL HANDIGAPPE9 GppB. 9 HANDIGAP SYMELOL NOT N RwR T 11* - 1/4' TO ILPD CONTROL JOINT 5/4' EXPANSION ,JOINT i 1' BROOM PINI W _ ;�YP1GAu I TOOL FINISH EDOES 144TE LETTERS ON ISUE 9AOK6ROM@ YIOIRDC0. "NO PARKINS ACC-l!"A191_E' PARKIN,* PERMIT RCOVIRCD' �--- BOLT SI6M'S) TO 3DIA &ALV. METAL PIPE it GOLLYM (PAINTED) A 1111: N IIII I'— I • DIA. CONCRETE %RROLND AROLbD - PIPE GOLLMN PROVIDE ONE SIGN PER ACCESS AISLE SIGN AT VAN AGGL55 AISLE �Nvr,o ac.ue r Q_ 0O00Q� \� Ip TEXTVRE DETAIL CONCRETE 510BNALK N (SEE SITE RAW �.0 p•�r`� - MAX. SLOPE 1.12 M1OOM Fl ANG A5}ALT PAVEMENT MAK„ 1.12 L--112" MAX. BC/ELEO AT 1 2 AHERE RAMP MEETS PAVEMENT TeXr RED WFVIAOE RAMP TjcTyRIN(s 15 TO BE DONE WTH IAN EXPAMDED METAL. SRP PLACED AND REMOVED FROM YET CONCRETE TO LEAVE A DIAMOND PATTERN I)S' DEEP OR ORIEL ADA APPROVED SIRRAGE TEXTURE `.W+�L..k AT VE5TISULE (HANDIGAP CURB GUT) J- mP,o.�ATa . S' REINPORCED 4ONF. 51Dj5l. k W LI,*HT BROOM FN15H (TVI`) CONTIMUOVS M CIA" TOP 4 BOTTOM EASE EDGE 12' . rASPHALT PAVENYNT AND SLB-BASC SID!WA" GURfI EDbE �'' Nor ro euu S' ReiNPORCm GONG. 50041ALK W LIGHT BROOM FINISH r") CONTIKZUS 44 BARS TOP 4 BOTTOM EASE EDGE 1/2' rABPHALT PAVE" -Jr l {. sLLfBASE r� CONCRETE 51DEWALK PLAN SIDEWALK SECTION ��—NOT ro.c+u �_,e / BUILDIN& SETBACK 10' Clow'. COW,. CURB / 4 ,*UTTER, TMP. PROPMTY /i PARKING SUMMARY 4 HANDIGAP ACCE5515LE TOI STANDARD 53 TOTAL PROVIDED (BI 5PACE5 REOUIRED) TOP OF 66' RCP ELE.-468.82 PARKIGK 5' POND 66MA � Bu1Ln1N& / SETBACK IO' � GONG. wAL/ . V 50V 6 5EED � � 5 / BITUMINOUS vmve it PARKING./ri I � AGC,E55I$L 4 ATICN ry� 4 ", K / a K \ / `o.y NEw ; NVNHIIE LETTERS AND CEMETERY ENTRANCE .: SYMBOLS ON BLLE BACK -GROUND LINE T LINE SIGN �' MIDRDED. 'STATE CONI ro'LK - t DISAOL® PARKINS. PROVIDE ADDITIONAL 4 PARKINS PERMIT RISMIREp- iVDRD®, VAN AGGE AT VAN AGGE551BLe 5 IBL'' LL -- f--- BOLT SI&H(5) TO 5' DIA. ONLY LINE W -O' SALV. METAL PIPE DRIVE 4 OOLLMN (FAINTED) n - T j I r, r 'II IIII I� 1111—I I hail: 11 :p III IA. C. AFM" PIPE COLUMN PROVIDE ONE SIGN PER HANDICAP STALL n HANDIGAP SIGN `�/ NPT m Rc.La RANTINS /AEA PQ{ LANDSCAPE RAN 12' RADIUS CAST IN RAGE GONG. GU 0 ASPNM.T PAVEMENT AND SLB -SAW n5 4' P K BARS 1 AS REpMRED $6-13 DESIGN CONCRETE CURB B' kv (TMP) - -• • •- —'"' PROVIDE ONE 5YMBOL AT EACH HANPICAP AGGES5IBLE STALL 'OLLOPH GVIOELINeS POR PROPORTION DIS OP INTERNIATIONAL SYNTOI. TF KGB_ AS REQUIRED BY ADA AND/DR LOCAL HANDIGAPPE9 GppB. 9 HANDIGAP SYMELOL NOT N RwR T 11* - 1/4' TO ILPD CONTROL JOINT 5/4' EXPANSION ,JOINT i 1' BROOM PINI W _ ;�YP1GAu I TOOL FINISH EDOES 144TE LETTERS ON ISUE 9AOK6ROM@ YIOIRDC0. "NO PARKINS ACC-l!"A191_E' PARKIN,* PERMIT RCOVIRCD' �--- BOLT SI6M'S) TO 3DIA &ALV. METAL PIPE it GOLLYM (PAINTED) A 1111: N IIII I'— I • DIA. CONCRETE %RROLND AROLbD - PIPE GOLLMN PROVIDE ONE SIGN PER ACCESS AISLE SIGN AT VAN AGGL55 AISLE �Nvr,o ac.ue r Q_ 0O00Q� \� Ip TEXTVRE DETAIL CONCRETE 510BNALK N (SEE SITE RAW �.0 p•�r`� - MAX. SLOPE 1.12 M1OOM Fl ANG A5}ALT PAVEMENT MAK„ 1.12 L--112" MAX. BC/ELEO AT 1 2 AHERE RAMP MEETS PAVEMENT TeXr RED WFVIAOE RAMP TjcTyRIN(s 15 TO BE DONE WTH IAN EXPAMDED METAL. SRP PLACED AND REMOVED FROM YET CONCRETE TO LEAVE A DIAMOND PATTERN I)S' DEEP OR ORIEL ADA APPROVED SIRRAGE TEXTURE `.W+�L..k AT VE5TISULE (HANDIGAP CURB GUT) J- mP,o.�ATa . S' REINPORCED 4ONF. 51Dj5l. k W LI,*HT BROOM FN15H (TVI`) CONTIMUOVS M CIA" TOP 4 BOTTOM EASE EDGE 12' . rASPHALT PAVENYNT AND SLB-BASC SID!WA" GURfI EDbE �'' Nor ro euu S' ReiNPORCm GONG. 50041ALK W LIGHT BROOM FINISH r") CONTIKZUS 44 BARS TOP 4 BOTTOM EASE EDGE 1/2' rABPHALT PAVE" -Jr l {. sLLfBASE r� CONCRETE 51DEWALK PLAN SIDEWALK SECTION ��—NOT ro.c+u �_,e / BUILDIN& SETBACK 10' Clow'. COW,. CURB / 4 ,*UTTER, TMP. PROPMTY /i PARKING SUMMARY 4 HANDIGAP ACCE5515LE TOI STANDARD 53 TOTAL PROVIDED (BI 5PACE5 REOUIRED) TOP OF 66' RCP ELE.-468.82 PARKIGK 5' POND 66MA � Bu1Ln1N& / SETBACK IO' � GONG. wAL/ . V 50V 6 5EED � � 5 / BITUMINOUS vmve it PARKING./ri I � AGC,E55I$L 4 ATICN ry� 4 ", K / a K \ / `o.y NEw ; vAGGE5518�LE SIGN CEMETERY ENTRANCE �� CT4 6 LINE T LINE SIGN �' ALL SURVEY INFORMATION 5HOWN WA5 TAKEN FROM A BOUNDARY AND ° CONI ro'LK - t PROP ED PARKIN& 14 i SETBACK -- DRIVE LINE W -O' 21 / RETENTION i POND RNIEW DRIVE 1 SE'E CURB IT CIVIL W-4 3 O r� PLANUS ENTRANCE - Is 0 r \ \ � SIGN -'^_..._"- _ ,-�° 'r � E--'— PROPERTY LINE EXIST. � DRIVE GU ENTRANCE -- _ vAGGE5518�LE SIGN \�� �� CT4 6 ON PO5Y, TYPICAL AT 4 LOCATIONS I �' ALL SURVEY INFORMATION 5HOWN WA5 TAKEN FROM A BOUNDARY AND ° CONI ro'LK - ` PROP ED 14 i BU DING -- DRIVE DRIVE 4 '223 SF- - T j — LAN�!„APED - - AREA f sA •t S i �� O CON- WALK X jP .'•"may'''..'', ' EXIST. \ / MONUMENT TO / j +TH15 I-OCATION LA ARE / A \ ITS 5 FLAGPOLE 91TUMINou ?% -O s° O• r°v VE 4 PAR 1 '\� / LANV"p,APED / AREA J 0 BITUMINOUS DRIVE nPP / J 4 PARKINGtz 21 / RETENTION i POND RNIEW DRIVE 1 SE'E CURB IT CIVIL W-4 3 O r� PLANUS ENTRANCE - Is 0 r \ \ � SIGN -'^_..._"- _ ,-�° 'r � E--'— PROPERTY LINE EXIST. � DRIVE GU ENTRANCE ° SITE PLAN Q uPROPERTY NE I{ ..Tn� NORTH SCALE, 1' • 20'-0" - 6 NOTE: I AL1 \ \ ALL SURVEY INFORMATION 5HOWN WA5 TAKEN FROM A BOUNDARY AND ° \` TOPOGRAPHY PLAN DATED MARGH 50,1194q AND A PRELIMINARY PLAT DATED FEBRUARY 23, Igaq BY ADVANCE 5URVEYING S ENGINEERING CO. 5300 5. HWY NO. 101, MINNE70NKA MN NOTE: ALL PARKING 5PACE5 ARZ 10'-O" WIDE UNLP-55 N . D •`G"X`HI B I T H W c oz rT1 FT - Q O Z. rn U. Q � L u LL rrT C" V zW �3 N 3 � SHEET Al OF 14 SHEETS lNALL TYPES y N STIR • Io' oG. wa' RL. bTP51.H BOARD EAGN SIDE OPTIDNAL'A INBILAll- WALL TYPE 9G11G 9/1'.1'd 5iL -St tOM ' LLL DESIGN. u�03 2 % p ✓GOO 5Np5 IO' OL. S/a' RL. bY:w' AN 9DARD EAGN SIDE OPTONAL SGLND INSLLATION +}- I, WALL TYPE -ilb 2 Sr.G-BO TO IN DESibN- ULa33 GTP BOARD —D • 6 WOOD STIOS Ip' OL. W 0.-R INSULAT 5/a' 6'/P^JM SNEATNrtb 9 WALL TYPE aNE NDUR PIKE `f.N.L !lt'.I'd StLBM1 ttJb AIR SPAG� 5EE MPR 5PEG9 LL DIM - Vl —BTONC VENE[R PER MPR gr[Gg O 0 -a• mac. bYPyM eoARD overt vAroR eARRIpI 3 X 6 WOOD 9TUD5 Ip' O.G. W R-19 INlLLAnON �S/O' GTPSLH SNCAMINO GP! 9N000 5T5TtM OVER I /3' RIGID IN ELO. l i—E%TEWOR LINE OP STONE VEIE[R/FDN BELOW I O I= 2K { 511A + Ip' OL. !/D' P.G. OTI�UM BOARp EAGN SIDE OPTONAL • INSLLAnON �1 9 WALL TYPE aNE NDUR PIKE `f.N.L !lt'.I'd StLBM1 ttJb RAnNb LL DIM - Vl y STA • IG' OL. 14. 6TP5LN1 BOARD e' coNCRne ea.Dcic a WALL TYPE rM Noce rnee RAnw LL DElMM- V-• STAOERED 3 X ♦ A>p= 5T M• OL. ON 3 X a PLATE No, PL. GYPSUM BOARD E vm gOD.D INyLATION TYPE S.TG.-!D r0 3a qMJ.TeRI— LII Or PgPAATION BELOW WALL 2 W dw3y �I �3 N SHEET A2 F 14 SHEETS XHiBIT 1 C +• >,IkRu+ ow �1 rnw erg ,v� � � �F— I¢•erx r �ne rul�rr wAme .t d rlrio rlacic $0 I lY I ycK,"aL..x P V� a �— W,—A— &1:1.1 A !�X W uO1 tpC rAVATWI K1iflYAL a trTea �+trAlxet FrAnena ce�i e i rxx I :1.1 1 F'LANTIN6 DETAIL �\ TREE 6UYINcS DETAIL --� wac oma r sw .Lw/Aweuev � ww. srm rMe N rxsr w.wnw A"mA I+L.n.n.r sl-+cx ws PAT" TO Tx@AT MOIXT iR► +R\ xGcc Wink � .v2 � 4� TM¢! SPT � n.Pwlm'I�.a>IL E w�w.ck Aw Tuax�. nk5 k � .. �� t Jf — Y HhYIMM O4 M1aN IIi� Ilii IIsi -1111 III - e�� ��� 11—IIII— I—IIII I I,I-11 '. �n.Nn TAa�en a x y .x Ir rcxa �rA,e `-- eAcavi nnn wn�K4>?e to "�� uwwAua ov.ne+a WOOD kEAi�ER EDSE DETAIL PJE¢bR=N TREE 6UYIN6 DETAIL TOP IS' W RCP POND C r PROP E! SU DING �NIZA - = A// L LAKV5r,rAPED / ARM1 G RETENTION \I/G A POND SEE D \PLANS _ \moi \ D/ f'�'----,_.�_'--;_,•�� � � � ��Ir,anlr4 LANDSCAPE PLAN ,!`;;� �\ a A D�\j D � / I D IA PLOYtEftS BY OriNE � j A 21 IN PLANTL-;c5 \ A �k T G LANASGAPED �\ ` `� AREA _ I 1 N E TLOIil ey\R \ — IN PLANTERS F # — �1 \ FLAGPOLE 1 ' \\ 5 A — LA1`4D5cAPED I ARRA PLANTING SCHEDULE & MATERIALS LIST SYMBOL CCMMON .NAME A REO nnAPLE BOTANICAL NAME ACER PLAT AN OIDES QT'e. SIZE REM RKS 1< 1.S " DN. BALLED & BURLAPPED B AT—BLUE SPRUCE PICEA PUNGENS GLAUCA 6 +' HIGH — C Y DOG\NOOO '— CORNUS STOLONIFF,RA 2ti — 2.5 CAL. CONTAINER C © FLOWEFING HYDRANGEA HYDRANGEA A.FBORESCEN9 24 1 GA.L CONTAINER _ E 0 BURNING BUSH-- EVONYMUS ulwlue COMPACTA 23 — Z.5 Al.GCONTAINER F ?� PFITZFR JUNIPER JUNIPER06 CFIINEN SI$ PFITZERIANA "I -- t IAL, C.. MNER +• >,IkRu+ ow �1 rnw erg ,v� � � �F— I¢•erx r �ne rul�rr wAme .t d rlrio rlacic $0 I lY I ycK,"aL..x P V� a �— W,—A— &1:1.1 A !�X W uO1 tpC rAVATWI K1iflYAL a trTea �+trAlxet FrAnena ce�i e i rxx I :1.1 1 F'LANTIN6 DETAIL �\ TREE 6UYINcS DETAIL --� wac oma r sw .Lw/Aweuev � ww. srm rMe N rxsr w.wnw A"mA I+L.n.n.r sl-+cx ws PAT" TO Tx@AT MOIXT iR► +R\ xGcc Wink � .v2 � 4� TM¢! SPT � n.Pwlm'I�.a>IL E w�w.ck Aw Tuax�. nk5 k � .. �� t Jf — Y HhYIMM O4 M1aN IIi� Ilii IIsi -1111 III - e�� ��� 11—IIII— I—IIII I I,I-11 '. �n.Nn TAa�en a x y .x Ir rcxa �rA,e `-- eAcavi nnn wn�K4>?e to "�� uwwAua ov.ne+a WOOD kEAi�ER EDSE DETAIL PJE¢bR=N TREE 6UYIN6 DETAIL TOP IS' W RCP POND C r PROP E! SU DING �NIZA - = A// L LAKV5r,rAPED / ARM1 G RETENTION \I/G A POND SEE D \PLANS _ \moi \ D/ f'�'----,_.�_'--;_,•�� � � � ��Ir,anlr4 LANDSCAPE PLAN ,!`;;� �\ a A D�\j D � / I D IA PLOYtEftS BY OriNE � j A 21 IN PLANTL-;c5 \ A �k T G LANASGAPED �\ ` `� AREA _ I 1 N E TLOIil ey\R \ — IN PLANTERS F # — �1 \ FLAGPOLE 1 ' \\ 5 A — LA1`4D5cAPED I ARRA M E M O R A N D U M DATE: May 3, 2006 TO: Planning Commission (May 8th meeting) FROM: Jason Zimmermann, Code Enforcement and Zoning Administrator SUBJECT: Public Hearing: Application 2006-06 for Preliminary Plat of Thora Thorson Addition (currently 7323 58th Ave N) to create seventeen (17) lots for new house construction. A. BACKGROUND The Economic Development Authority of the City of Crystal (EDA) has acquired the former Thora Thorson Elementary School site for infill redevelopment: The EDA is proposing to plat the six (6) acre site for 17 lots to be used for new single family homes. The lot sizes will be 10,000 square feet or larger. A new street would be constructed (Oregon Court) extending south from 58th Ave N and ending in a cul-de- sac. The EDA plans to demolish the existing structure and sell the 17 newly platted lots to a builder for construction of new single family houses. The following Exhibits are attached: A. Project Narrative. B. General area map. C. Aerial photo of area (prior to demolition of school). D. Aerial photo showing platted area. E. Color rendering of the preliminary plat. F. 2005 survey. G. Preliminary plat. H. Preliminary grading plan. I. Preliminary utility plan. J. Proposed addresses. K. Proposed street light locations. Notice of Public Hearing was published on April 29, 2006 in the Star Tribune and May 4, 2006 in the Sun Post. It was also mailed to all property owners within 700 feet of the subject property, as well as to the city of New Hope for notification to owners of nearby property in their city. The mailed notice included a copy of the proposed preliminary plat and grading plan. At the May 8, 2006 meeting, the Planning Commission will hold the public hearing and may make a recommendation for the City Council to consider at its May 16, 2006 meeting. PRELIMINARY PLAT - THORA THORSON ADDITION (7323 58TH AVE N) PAGE 1 OF 2 B. STAFF COMMENTS The area is guided Low Density Residential and zoned R-1. This allows single family subdivisions of single family detached homes at densities not to exceed 5 units per gross acre. The density of the proposed subdivision will be 2.83 units per gross acre. All of the proposed lots meet the city's minimum width (60'), depth (100') and area (7,500 sq. ft.) requirements. The plat includes the following easement dedications: ■ 10' drainage and utility easements along all front lot lines. ■ 5' drainage and utility easements along all interior and side street lot lines. ■ 20' drainage and utility easements along all rear lot lines. The new homes will be accessed from the newly constructed Oregon Court. The street will be constructed with new concrete curb & gutter. There will not be sidewalks along the street. The EDA expects to install three street lights. New water and sanitary sewer mains will be built under the new street. Because this plat would result in 17 units on the site, a SAC fee in the amount of $26,350 would be paid by the EDA, less any SAC credits for demolition of the school building. Drainage will be accommodated with a combination of swales, dry ponds and storm sewer. Shingle Creek Watershed review is not required for this project. Centerpoint Energy will install a new gas main in the boulevard along the new street. Xcel (electric), Qwest (telephone) and Comcast (CATV) will either install new main lines in a joint trench with Centerpoint Energy, or rely on existing overhead main lines along the rear lot lines of the new lots. In either case, the services to the new homes will be underground. The City's standard park dedication requirement is $1,000 per new residential unit. Because this plat would result in a net gain of 17 units, park dedication in the amount of $17,000 is required. The EDA would transfer this amount to the appropriate parks capital improvement fund prior to recording the final plat. Demolition of the existing structure will be completed by June. The lots for the 17 new houses would be sold this fall, and new house construction would begin in late 2006 or early 2007. C. RECOMMENDATION Staff recommends that the Planning Commission recommend approval of Application 2006-06 for Preliminary Plat of Thora Thorson Addition. Suggested findings of fact are as follows: ■ The proposed Preliminary Plat is consistent with the requirements of city code. PRELIMINARY PLAT - THORA THORSON ADDITION (7323 58T" AVE N) PAGE 2 OF 2 THORA THORSON ADDITION Project Narrative In October 2005, the Economic Development Authority of the City of Crystal ("the EDA") purchased the former Thorson Elementary School, 7323 58th Avenue North (P.I.D 05-118-21- 31-0004) from Robbinsdale Area Schools. Abatement of asbestos and other hazardous materials occurred from December 2005 through March 2006. General demolition began in April 2006 and is expected to be completed no later than June 19, 2006. The EDA plans to redevelop the 6 acre site for new single family houses. It would build a new street (Oregon Court) extending south from 58th Avenue and ending in a cul-de-sac. 17 lots will be platted on the new street. The lot sizes will be 10,000 sq. ft. or larger. The EDA has hired the engineering firm of Schoell & Madsen to prepare the preliminary plat for Planning Commission review and City Council approval. The EDA would then hire contractors to complete the site grading and install the infrastructure (street, water, sewer, etc.) during summer 2006. Lots would be sold to builders in fall 2006, and new house construction could begin at that time. The new houses should be completed by the end of 2007. EXHIBIT A p-= s; ff %A,, 0 http://wwwl3.co.hennepin.mn.us/output/HL2—WWW13220090428796j'pg ",e I Of I 04/28/2006 6 NE ORE TYPICAL LtYT DETAL TYPICAL •nmo OmL SINGLE FAMILY SETH KS s rtn(w�wael mt - io rt.(capu� w � q .o so „o Schoe!I Madson THORA THORSON ADDITION CRYSTAL, MINNESOTA APRIL 2006 W E 1:0 U-3 9.-.ft—k 1 8- W¢tmnain OREGON AVE V6 -----------------l— — EzsY fate or the YYl2 -f LQ( 3Z AL.Jitars SLJb0---n Na 226 ...... N 000 ------------- P . ......................... 797.76' Pak 6759 Pcb 0812" E -------- ..... ....... ...... �67. - Q—TqW716M 76 0 ..... .... ToP-675-18 P -t lo -SPI— 12-Sp- ----------------- lo-sw— PLAY a.. 12 -Ash AREA ......... 976 Aof S 0 18-Ach 87 1 1731' a - , 15-wq. nn--. .......... St -4 z Bit l 12-111, 15--h a7&7 02 - — ------ d77-0 a MRFMEHRER� 10-M!, CB 12"A -A •a-L.—t 10 -Ash 2; i'—aTSx5 677- • CEI UG t r�conc 8713 is mcpie fl--wsm 5!.!oi frorktrleT d— p.d. Xx = *18-MapL 14 -Tim 18 -Tr*— . 74; 2 :2 4 -CD 1175A 6. O M cont Mao -1k 15'Ash ar. 15 M2 8711.1 39 —11, W78. N TI P r-- a7aj 377A 5 an.5 a-' - ----------- 21-Ash ......... ... J L J J I I I I I 167142]_J.4�, 1 1 1 1 1•. . . . . --------- 113 ------ B— a773 eT 012 -Mit xign .15-A=h 15"Mh 011 1 c I, ',! - " -' P— ........................ I ------ oro mF • SCALE N FEET MMMEEK--m ii2T!!nn 0 20 40 80 120 Denotes Iran Monument ................Ree So P� 0'00'00" E ----- ---•--*- - -------- 7-97 — ----------------- 2=�.- P.I. .42 P0. P -I-- gam.Pyo._ —Vie-t r-- -f th- WI/2 of Lot 37, AWA— Sxkdrvision Na 716...... s7s .............................................................. 9� ........................................................................ T 11=p— Authority of the My of Crystal, and Did Repultic National Tgb I= " Legal Description: This is to certify that Us map or plat and the survey enwtdch it is haled were Mode in accordance vathUrtimurn Standard Detail Requirarriaft forALTAtACSM Land Title Surveys,' Norlh 6 acres of the West 1!2 of Lot 32, Auditors jOinty established and adopted by ALTA, ACSINI and NSPS in 1999. Pwaiarit to the Accuracy Subdivision No. 226, Hennepin County, Minnesota. ad by ALTA, NSPS. and ACSM and in effect on the date of this �rlificaliom Standards V%at proper field procedures. tristrurnertation, and adequate survey personnel were employed In order to achieve resids comparable to those cufted In the Legal description and Easements shown per Title Commitment from 'hfinimum Aj48, Distance, and 00SUre RequirTnents for Survey Measurements VMch contra Land Old Republic National Title Insurance Company, Application No. OR gowdanes for ALTA/Acsm Land Title &xveys.a '1032614 Q dated May 30, 2005. Dated ftc-159h-daycTJu)yi-2D0S-- Area of Parcel = 6.000 Acres including Road. Utility information from as built drawings provided by the City of Crystal �F�Alderson, nse Nuudltx 21755 Property Identffication Number 05 -119 - 21 - 31 - 0004 1 -- Prior to any excavabon work call Gopher State One for UtT'tV locations, Phone 651 - 454 - 0002 - EXHIBIT F ..no of r !, i. A:priteI .<.x ! i t i ` N 1010'031 r_ .r fi E . 30 85 76 80 1' 79 76 78 216 _ NEVADA AVE r-------_, r-RDOC-1---i -------- 8618CURB t dd IIIm II I i 'I 05-s 8 GUTTER 1 2 10.00sq. IL Flo *ft* IIIr 10,0R q. ft. 10,1217sq. fL 11,388 sq. ft. 10,052 sq. ft. 0.23 acres 0.23 aces 0.23 acres ( 0.23 acres 0.26 acres 0.23 acres ! 0.23 acres �I \ $ LLJ 50 i'�-j 0 ao 80 12p24,675 sq. fL FEETQ SCALE IN 0.57 acres> F sz I G I I I I 1 1 I I I tJ --J L--------J I 0618 CURB L_ J L_ -- J J L 66 8 GUTTER / 1 �y _____-_ L_-___--- 14 43-------- L__- U, 78 36 96 \ / 63 22 21 55 76 43 R W LINE I'-------1 r--------"l 0 0 1,� 46,665 Sq. ft.2w0 _ - - --+ _ 4.00 �p ._ - - - - 0 1.87 acres- - -� - _ 5.00 N5 I T d 10' � 1 I I WT m fR�o, s OREGON COURT - y- 5'79 75 21 54 48 27 n� 0� / 9 L1 63 22 24 51 751 05 53 � t- ------ -t r------- ca-------- I I I I I I . s _ I I � r--- o -� 5, " � ZD' 29.470 sq. ft. I 0.68 acres j--50' REAR LOT UNE r �TYPICAL ESMT. DETAIL 10,168 sq. ft. 10,558 sq. ft. I \ \ \ (DRAINAGE AND UTILITY) 11,391 sq. ft. 10,411 sq. ft. 10,628 sq. ft. " c� \ I I I 0.24 acres 0.24 acres 5 \ \ 8618 CURB ! 0.26 acres 0.23 acres I I 0.24 acres 10,225 sq. R I I � \N I &GUTTER I 17 �6 15 I 14 I 13 I I \ \\ , Ill--- �1 ---III III--- -I L 0.23 acres 14105 sq. ft. Ih- 0.23 acres 10 \\ \\ L - - - - - - - - J L--------L--------J L--------j L-------J ------J L---14----BLOG K-1--is.275q_ft_---- -� -1 ?.42 0.35 acres 85 75 75 75 75 75 80 199 29 31 OREGON AVE I S C)J„011-,00,1 E 797.142 N � sD• hIW LI R/w LINE 1111 O thka M2 at i- _2. A,-1-r1s S.x .601iee Na.2P, 1 BLOCK N0. SET.UNE I $ I LOT ND. J REAR LOT LINE TYPICAL SETBACK DETAIL SINGLE FAMILY SETBACKS FRONT 30 FT. REAR 30 FT. SIDE a 10 FT. SIDE - 10 FT. *SEE BOUNDARY SURVEY SHEETS FOR LEGAL DECRIPTION. 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. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Revisions Date: Descri lion: Dv: Date: Description: 1 By: 0.26 1 2 10052 0.23 1 3 10051 0.23 1 4 10075 0.23 1 5 10065 0.23 1 6 10034 0.23 1 7 10121 0.23 1 8 24675 BLOCK Project Ntvne/Lxation pate: , -THORA THORSON ADDITION 04/'17/08 CRYSTAL, MN � ( Sheet Tilb Sheet �Prallminary Plat SWI LOT SQUARE FEET ACRES 1 1 11388 0.26 1 2 10052 0.23 1 3 10051 0.23 1 4 10075 0.23 1 5 10065 0.23 1 6 10034 0.23 1 7 10121 0.23 1 8 24675 0.57 1 9 29470 0,68 1 10 15277 0.35 1 11 10105 0.23 1 12 10225 0.23 1 13 10558 0.24 1 14 10628 0.24 1 15 10411 0.24 1 16 10168 0.23 1 17 11391 0.26 ROW 46665 1.07 TOTAL SITE AREA 261358 6.00 I hereby certify that this was by me under D -ped By: Wit; plan prepared or my direct supervision and that I am a licensed Professional 1505023rd Avenue North Plymnulh,Minhes 55447 CRYSTAL EDA Engineer under the laws of Ne Stele of Minnesota. Drown By: Q �j n Sehoell Madson I T763 -7461W0 F763-746 1699 Attm John Sutter Planning Engineering Surveying 554 Tom Street NW, Suite 100 Elk River, Minnesota 55330 4141 Douglas Drlve North Crystal, MN 55422 Bran D. kobideau Decked BY m i 7W-241-0106 F 763-241-6351 T17631 531-1142 Ill Bate: 04/17/06 Reg. No. 43992 wwwschceemaeson.ron I F17631 531-1188 _- Projet:CNumber 10063-001- - EXH1BlT G ; . N L ORIEGON AVE GRADING NOTES: 1, CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TTAN CTTIS METRO AREA 651-454-OD02 OR TOLL-FREE: 1-800-252-1166, 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILrtES AND TOPOGRAPHIC FEATURES PRIOR TO STMT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. 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 N. LOCATIONS DIRECTED BY CONTRACTOR. 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION 10 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. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL. CONTROL, 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBCRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. 8. 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. 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION% THE AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE STREET PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF BITUMINOUS PAVEMENT SECTIONS. 10. REFER TO UTILITY PLAN FOR SAJ?ARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. 11. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES IN 10 FEET, 12. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 5- IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 13. CONTRACTOR 5 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 MEAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REGUIREO, 14. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH. PROVIDE POSRNE DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. 15. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. I Ti[t191ngS Date: Dnerinfinu: B D.k: n—ir. lion: py; EROSION CONTROL NOTES: 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS OF SITE GRADING, ALL WSTURSED AREAS SHALL BE STABIUZEC WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHFD DSTRICT PERMITS 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES. INCLUDING THE REIJDVAL OF ACCUMULATED SILT IN FROM OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVE ALL EROSION CONTROL MEASURES k 7ER VEGETATION IS ESTABLISHED, 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 10. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. EROSION & SEDIMENT CONTROL MAINTENANCE: w 0 40 Bo 120 SCALE IN FEET LEGEND --- DENOTES EXK_'TING CONTOUR 998 DENOTES PROPOSED CONTOUR DENOTES BOUNDARY UNE DENOTES DRAINAGE/UTILITY EASEMENT DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER EROSION CONTROL NOTES: 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS OF SITE GRADING, ALL WSTURSED AREAS SHALL BE STABIUZEC WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHFD DSTRICT PERMITS 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES. INCLUDING THE REIJDVAL OF ACCUMULATED SILT IN FROM OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVE ALL EROSION CONTROL MEASURES k 7ER VEGETATION IS ESTABLISHED, 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 10. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. EROSION & SEDIMENT CONTROL MAINTENANCE: w 0 40 Bo 120 SCALE IN FEET LEGEND --- DENOTES EXK_'TING CONTOUR 998 DENOTES PROPOSED CONTOUR DENOTES BOUNDARY UNE DENOTES DRAINAGE/UTILITY EASEMENT DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EROSION CONTROL SILT FENCE - DENOTES PROPOSED TIP -OUT GUTTER -CDCGCMCxD==CXDCxD DENOTES PROPOSED RETAINING WALL DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE l.t>Cz DENOTES PERCENT OF GRADE ♦� DENOTES DIRECTION OF DRAINAGE FLOW . 910.5 DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING BUILDING `—� DENOTES PROPOSED BUILDING d DENOTES EXISTING FES DENOTES PROPOSED FS/FES WITH RIPRAP O DENOTES EXISTING STORM MANHOLE/CB t DENOTES PROPOSED STORM MANHOLE/GB =77 DENOTES EXISTING EITUIJINOUS r DENOTES EXISTING CONCRETE I. 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 R 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 70 CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX AS DIRECTED BY THE OWNER. my direct supemsino and Uol 7 am a Ueensed Ire7essienai IDC57 sire Ascv¢NxA C*a _ Dnpineer ander we la,• of INe Stale of Ilinnewta. Sehoell Madson PIM tn,7dmxsC S41a7 CRYSTAL EDA D.c.n Dr: TAN-746?ECd F7E3-7<&16� Attn. John Sutter ls��� PkL"l une Engineer g Surveying 5`54 T" Sime: Niy, Suns ion 4141 Douplac Drl.,e North Drian D. hb,deau Elk Rive:, 4mrrr„b S53M Crystal, MN 55422 a, Tid}2al.otgd F7512+1 -SLS? T17631 531-1142 Date6411 _%J7�_— &q. No. a"3R2 vw sa.oe';rra:fs�mm� F17631 531-1188 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. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DUPING CONSTRUCTION AT NO COST TO OWNER. FYajecl Nurre/LoeaDon Dale THORA THORSON ADDITION 04/17/06 CRYSTAL, MN 11Siad Tits 9txt Preliminary Grading Plan EXHIBIT A Project Number: IDDG3-00I O t R Ce C8 1 R00-875 GD RIM 875.00 RI1.1-675.00 IrIV-471.07 1 -e7i 2P RiV.875.00 INV -872 o0 INV -87C, �, , 87l E7 INV -472 DO Oo f\tEtA.DA AVE I 1, r -------- I r $COCK r- r- ----- --------i F------c--i r--------7 r ---------t r-------------------- +- +- y- - 1 i 2 i i 3 r l 4 1 1 I I I t 7 I t I 1 11 I I 1 1 6 I I I I I I I I I I E1 t eao D I I I ale.o I I 677.5 I t an.D I I i t BB 0 I I 8 W' I I I en.o I I I I 1 I 11 8tl' 5 I ? I I I I I LO I I LO I I LO 1 1 I I FB �1 i FB I I LO FB I I I I ss J I I I i I I SR3.O I I aaz.5 I I esz `- I i I I Ba1.0 I? o 1 ae0.0 I I Bezo I. I T I I 981.5 I I I s MH K2 I I HYDRANT I I - 1 _ I -1` 1 Is ca O Lam_ J -----� L--------� L._IN�w�o_J L R111-87620 ------ --- --j INVB7190„) 11..`r L --__-- -_--- -_-� ��-HYDKANT� MH 07` RIr187590 0.V 1111 B64 71..6 lig n o C. _ 1. < _ 2.mM10 #3 0 '* ' OREGON COUR RIM -8%7. , in ,J LL ce ,h e c 9 RIM 876.20;_- 7 m -- _ R .1-877.3f m r -- � �------ 1 1 1 1 1 r------- _. f 680.0 I aa20 I I 8&f.0 I I 883.9 I I 89LO I I I �_ I I I I I I I 1 1 t t afire I I LLT IPI I BPen I i an0 t I 679.0 I I else I I eazo I I I I I � �� �� I i I I I I I I BBIs I I FB I F8 � � I I big 76 I LII 15 I I 14 11 i i l i eafn I j F6s� 17 I I i I I I I 13 my-ar?Qo - J L---- u i , 17- t- r.�.,,<,..�_ fl - -----J t--------- `•-------_-� L ---------I L-- is----� �B�OEf4-i-------------� er- - r OPEl:ON AVE J i CB RIM -875.00 NV -871.65 S ilk 'Ct uv a: ♦ l -.a: el n._ W1,12 !-A. 12, Au,it- S., .:v,,.<-., N1 LEGEND Iq M Q c: cc Z CONSTRUCTION NOTES 1, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWW- ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 2. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR 70 CONSTRUCTING SERVICE CONNECTIONS. 3. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CRYSTAL SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 4. 6' WATERMAN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A2L51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/AZ1.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CITY 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 V.'ATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWYVA C6110 AND CONDUCTIVITY PROVSIONS CONFORMING TO ANSI/AWWA C71 i/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND RUSHED IN ACCORDANCE WITH. AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 5. sa47TARY SEWER SHALL BE B' PVC -SDR -35 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1642 WITH TYPE 'B' COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR. ADJUSTMENT RINGS. ALL PIPE CONNECTIONS 70 EXISTING UTILITY STRUCTURES SHALL BE "KDR-N- SEAL' OR CT' APPROVED EOUAL. FOR CONCRETE BLOCK OR BRICK STRUCTU,,ES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING. AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. 6. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL, CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3250 B WITH CURB BDX OR NEENAH R-1733 WITH TYPE -C" CRATE IN THE MIDDLE OF PARKING LOTS. MANHOLES SHALL 9E FOUR FT. DIAMETER PRECAST RE44FORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS, 7. UTILITY TRENCHES SHALL BE COMPACTED TO 957. STANDARD PROCTOR MAXIMUM DRY DENSTTY (ASTM 0698.78 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. S. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF CRYSTAL 9. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 10. CONTRA.. -TOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. TWIN C,?IES METRO AREA 651-454-0002 OR TOLL-FREE: 1-800-252-1166. 11. CONTRACTOR SHALL NOTIFY 711E CRY OF CRYSTAL 45 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY, CITY INSPECTORS MUST OBSERVE ALL WORK, 'COMPLETED INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING A4D PLACEMENT OF BITUMINOUS PAVEMENT. 12. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCLR IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS, 13. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER. WATER, AND PLUMBING PERMITS FROM THE CTiY'S BUILDING DEPARTMENT. 14, GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. 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. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT 140 COST TO OWNER.. / I brzelr certify that this plan •w prepared kr me at under Csi.7ed 9Y it5G5C 23rd A.en_NPm '1 Pr V NarmA.Paati:n I i Oe1c. 1 Date: Desert Lion: BY: Date: 4eseri licn: Di, mr dircet sunanision and that 1 am a Licensed I•rofess,.nal i CRYSTAL EDA I E.g.- undo the Ia•e of the lake ei 9innesnla- i76}71:611- F763.7461699 THORA THORSON ADDITION ty-0. Schoell Madson Att., John Sutter CRYSTAL, MN 04N7/OB Planning EngineeVg Surve�ng 553 Te Swat rm, Sole 1W 4ut D..Gl.. Drlr. North Briar. D. 8„6idnc Er: Rnvr;he, x55110 CrY.t.l. MN 55422 Ch-aed B>: T763,410106 F 761241,Ml 7`17631 531-1142 Shed Tdi. 1 yteey Date. WiMr6 aK. No. 4M1092 Preliminary Utll[ty Plan D ,.ryN�ha.� F17531 53]-1188 U 1 E X H i B�`` "jLier. 1000-001 DENOTES BOUNDARY LINE ----------- DENOTES DRAINAGE/ UTILITY EASEMENT << DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER I DENOTES EXISTING WATERMAN I DENOTES PROPOSED WATERMAN < DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING ,. ..- DENOTES EXISTING STORM MANHOLE/ CB in DENOTES PROPOSED STORM MANHOLE/ CB DENOTES PROPOSED FES / FES W/RIPRAP Q DENOTES EXISTING SANITARY MANHOLE 0 DENOTES PROPOSED SANITARY MANHOLE 4- DENOTES PROPOSED HYDRANT N DENOTES PROPOSED GATE VALVE 1w DENOTES EXISTING HYDRANT CONSTRUCTION NOTES 1, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWW- ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 2. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR 70 CONSTRUCTING SERVICE CONNECTIONS. 3. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CRYSTAL SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 4. 6' WATERMAN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A2L51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/AZ1.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CITY 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 V.'ATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWYVA C6110 AND CONDUCTIVITY PROVSIONS CONFORMING TO ANSI/AWWA C71 i/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND RUSHED IN ACCORDANCE WITH. AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 5. sa47TARY SEWER SHALL BE B' PVC -SDR -35 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1642 WITH TYPE 'B' COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR. ADJUSTMENT RINGS. ALL PIPE CONNECTIONS 70 EXISTING UTILITY STRUCTURES SHALL BE "KDR-N- SEAL' OR CT' APPROVED EOUAL. FOR CONCRETE BLOCK OR BRICK STRUCTU,,ES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING. AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. 6. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL, CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3250 B WITH CURB BDX OR NEENAH R-1733 WITH TYPE -C" CRATE IN THE MIDDLE OF PARKING LOTS. MANHOLES SHALL 9E FOUR FT. DIAMETER PRECAST RE44FORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS, 7. UTILITY TRENCHES SHALL BE COMPACTED TO 957. STANDARD PROCTOR MAXIMUM DRY DENSTTY (ASTM 0698.78 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. S. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF CRYSTAL 9. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 10. CONTRA.. -TOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. TWIN C,?IES METRO AREA 651-454-0002 OR TOLL-FREE: 1-800-252-1166. 11. CONTRACTOR SHALL NOTIFY 711E CRY OF CRYSTAL 45 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY, CITY INSPECTORS MUST OBSERVE ALL WORK, 'COMPLETED INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING A4D PLACEMENT OF BITUMINOUS PAVEMENT. 12. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCLR IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS, 13. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER. WATER, AND PLUMBING PERMITS FROM THE CTiY'S BUILDING DEPARTMENT. 14, GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. 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. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT 140 COST TO OWNER.. / I brzelr certify that this plan •w prepared kr me at under Csi.7ed 9Y it5G5C 23rd A.en_NPm '1 Pr V NarmA.Paati:n I i Oe1c. 1 Date: Desert Lion: BY: Date: 4eseri licn: Di, mr dircet sunanision and that 1 am a Licensed I•rofess,.nal i CRYSTAL EDA I E.g.- undo the Ia•e of the lake ei 9innesnla- i76}71:611- F763.7461699 THORA THORSON ADDITION ty-0. Schoell Madson Att., John Sutter CRYSTAL, MN 04N7/OB Planning EngineeVg Surve�ng 553 Te Swat rm, Sole 1W 4ut D..Gl.. Drlr. North Briar. D. 8„6idnc Er: Rnvr;he, x55110 CrY.t.l. MN 55422 Ch-aed B>: T763,410106 F 761241,Ml 7`17631 531-1142 Shed Tdi. 1 yteey Date. WiMr6 aK. No. 4M1092 Preliminary Utll[ty Plan D ,.ryN�ha.� F17531 53]-1188 U 1 E X H i B�`` "jLier. 1000-001 IM a,I t.a .>S IW-. T 12j _ 1 1 IN(o`t0 12"E 7a n 76 so 79 { 7s 36 =VADA AVE BLOCK 1 x este CURB t• —--1 T----- —"' -- uJ dd 55--1--— aGUTTER 1 1 11 11 1 I 10,075'sq. n. ( 10.063 sq. ft. I I RR 1 1 10.1217aq. rL I I — 1 11,368 sq. R. 1 1 10,05 sq. R 1 1 70.o57�sq. R I I 11 1 1 10,034'sq_ R. I I I I I 0.26 acres I i 1 1 0.23 acres 0.23 acres 0.23 acres 0.23 apes 1 L I 0 23 acres L I I t I I I I 0.23 acres I I I I 8 1- —50'- R 1 L I 1 24,675 sq. ft. LLJ > I 1 F I I t 573 I I S7 f I t I 10 r 1 0.57 saes J Q ; 5752 `f 1 f 28 ; ; s% I I 061 e cum J L.--- 56 --J L --------J aGUTTER L --------J L--------1 �._--- fi 6 el ss43 a, f j 76 43 `i is / f 46,665 sq. ft.2w 5.79OREGON COURT ® —_� --� ' R36 _ 1 1 s.. 4e 27 9 3 1 st 77 33 �'� / I co f--------� I--- l r-- I I I I I I I J 1 1 I I o-' n 29.470 sq. ft q}' I 0.68 acres 50'— IN 0'— Ln 1 1 1 C 1 10.411 sq. R C 1 10.628 sq. R I 1 I ' i I ��� `\�� 11.397 sq. ft. 10,168 sq. R. r I 1 1 0.24. acres I 1 10,558 sq. R 11 r l 1 J ♦` 1 I I 0.24 acres 1 1 I I 1 1 1 1 f este LURA I 026 aeras I I 0.23 acres 11 15 I I I I 0.24 saes 10.225 sq. R. I I I N a GUTTER 1 I I 16 1 1 14 1 1 0.23 saes 10.105 17 I I r 1 13 1 1 I I re 1 ---1 t_0.23 saes �— 10 11 BLOCK 1 15'277 sq. R 0.35 aces 7, 73 es 19e e 'EGON AVE i1 � 3 00°00107" E 797.42 !LM of, USP YJ'IZ of W:12,16002— !`v11d1Y16i� GC. 77!I 1 LOCK LOT SQUAREFEET ACRES 1 1 11388 0:26 1 2 10052 0.23 1 3 10051 0.23 1 4 10075 0.23 1 5 10065 0.23 1 6 10034 0.23 1 7 10121 0.23 1 8 24675 0.57 1 9 29470 0.68 1 10 15277 0.35 1 11. 10105 0.23 1 12 10225 0.23 DADA ALAE � ^� - CB F rte; MH X1 r RIM -875,90K. INV -664..710 b 1 , CB RIM-87Q.2W � � s � cel M 4') . p. 0 _GON AVE •3f 1":e ..t c•!t_I _i. Au ilanI ::•7-rl i,n N. ].'19 CB CB RIM -875.(%1 RIM_ i C9 C 87500 RIM -875.60 [R.8. - INV -870.88 975.00 INV -871.07 / INV -871 ZB 3 INV -871.6) BLOCK 1 1 1 I I 2 I I 3 I I 4 I I I I t I I I I I I I I I I I :071.0 ILOLO I I82.0 I_— I t I I 1 1 MH w2 I I I I t 11 L - L-------.� �--------J L--Riht-BB0.3A�-_J ,. INv-Bes o7 2M0 ---- I 1 1 1 1 I I 1 I—E021, 1 983.0 1 I 983.0 I 890.0 I I 682.0 I I 1 i I 11 f 1 I I LO FB I I LO I I LO I I I I I e7e.o I•-� I I 9770 i i 878.0 I I I 1 I =n I I 1615 F 15 I I 14 _Fr ti I I c8 RIM -975.00 INV -871.95 RIM -875.00 INV -872.00 _797.76 I 6 I I 7 11 I I I I 11 I I i t I I 6 E FBI.0 Fe 1 -HYDRANT 1 1 As HYO N% � I MM 63 R1111-877. I INr-867.73 m 00 caQl m tl g RIM -an. I i i-------1 r " Irav-b7a. I I I I I I �. n f 882.0 I T -- I I I I 89,.5 I I ----� � f-'" .- •� . `. I I FB 862.0 1 1 Be Ls I I FB I I I I I I Solo i t s.1s5 I i 13 I I I i I I Nv.ILO `\ 11 10 BLOCK 1 11- 14 f!,c W!/2 ¢f Lc! 32- Aueltsss 5u;'.vislon N.. 229 LEGEND DENOTES BOUNDARY LIN ""-----•----�— DENOTES DRAINAGE/ UTI '----�—*<------ DENOTES EXISTING STOF << DENOTES PROPOSED ST i ------ DENOTES EXISTING wATE 1 DENOTES PROPOSED wA < DENOTES EXISTING SANE < DENOTES PROPOSED SAI DENOTES EXISTING BUILT F DENOTES PROPOSED BU DENOTES EXISTING STOR • J ':NOTES PROPOSED ST( 4 __ CITY COUNCIL ACTIONS ON PLANNING COMMISSION ITEMS May 2, 2006: 1. Approved the Final Plat of Crystal Economic Development Authority Second Addition (formerly 5817 36th) creating two lots (3548 and 3556 Zane). 2. Approved a lot division to detach the south 3 feet from a new lot at 3548 Zane Avenue North (formerly part of 5817 36th) and add it to the adjacent parcel at 3540 Zane. 3. Approved a lot division to detach the east 3 feet from a new lot at 3556 Zane Avenue North (formerly part of 5817 36th) and add it to the adjacent parcel at 5813 36th. The Council's actions on these items were consistent with the Planning Commission's recommendations.