Resolution 7207 - Laserfiche WebLink

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Re,spltttiQn No. 7,207 SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL EX. RETAINING WALL EX. PLAY AREA PROPOSED JURISDICTION REQUIREMENTS. EX. RETAINING WALL 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA RETAINING WALLS STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. �BSd �eSd lBSd �eSd lBSd lBSd'101.1�eSd lBSd ��s�f ,a�� -�_ . �� 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5 CL0 N CL a O > EL - 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. SITE DATA CURRENT ZONING: B-6 PUD PROPOSED ZONING:13-6 PUD PROPERTY AREA: 2.63 +/- AC VV 1.62 AC V 1.85 AC PROPOSED IMPERVIOUS AREA: V TRGChecked V By VMA V Review Date 06-14-21 O > EL - 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. SITE DATA CURRENT ZONING: B-6 PUD PROPOSED ZONING:13-6 PUD PROPERTY AREA: 2.63 +/- AC DISTURBED AREA: 1.62 AC EXISTING IMPERVIOUS AREA: 1.85 AC PROPOSED IMPERVIOUS AREA: 1.60 AC TOTAL PARKING: 62 SURFACE STALLS PROVIDED INCLUDING 2 HC STALLS 66 UNDERGROUND STALLS PROVIDED INCLUDING 2 HC STALLS ■ ■LOUCKS PLANNING CIVIL ENGINEERING GENERAL NOTES LAND SURVEYING LANDSCAPE ARCHITECTURE 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO ENVIRONMENTAL COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 7200 Hemlock Lane, Suite 300 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND Maple Grove, MN 55369 TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE 763.424.5505 CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE www.loucksinc.com PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL " " " " BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY CADD files prepared by the Consultant for this project are ly OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT witrumentcttoth of the Consultant professional iless all notor used with respect to this project. These CADD files shall not be used WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE revisions,additions, or deletions to these CADD files shall be CONTRACTORS SAFETY MEASURES IN OR NEAR THE CONSTRUCTION SITE. made atonsandthe full thatpsk of rtyshallholhat party making rmlessandiins,additions � or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND SUBMITTAUREVISIONS SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE 05-19-21 CITY SUBMITTAL DETAIL SHEET(S) OF THE PROJECT PLANS. 06-14-21 CITY COMMENTS 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. 11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING I preparereby d by ime orfy under myan, direct specification orreport and that prepared by me or under my direct supervision and that RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED 11/30/16. Jeffrey A. Shopek - PE License No. 19624 13.SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3 Date 06-14-21 FEET SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY. 14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITY Loucks Project No. 19767 COMPACTION METHOD. Project Lead JAS Drawn By TRGChecked 15.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT By VMA 2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION SHALL BE BY THE ORDINARY Review Date 06-14-21 COMPACTION METHOD. C3-3 SWPP NOTES & DETAILS 16.CONCRETE CURB & GUTTER SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2531. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS EVERY 200 FEET AT ALL FIXED C1-1 EXISTING CONDITIONS PLAN OBJECTS. CONTRACTIONS JOINTS EVERY 10 FEET. C1-2 DEMOLITION PLAN C2-1 SITE PLAN 17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2521. CURING SHALL BE BY C3-1 GRADING & DRAINAGE PLAN THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIVES OBJECTS. CONTRACTION JLINTS C3-2 SWPP PLAN EVERY 5 FEET. C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN 18. WORKING HOURS ARE 7 AM - 7 PM (MONDAY - FRIDAY) AND 9 AM - 7 PM ( SATURDAY.) A 48 HOUR C8-1 DETAIL SHEETS NOTICE IS REQUIRED FOR SATURDAY WORK. L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 19.THE CONTRACTOR MUST HAVE A CITY LICENSE. 20.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED TO WORKING WITHIN CITY ROW. PAVEMENT TYPES � 4 4 CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT REMOVE & REPLACE PARKING LOT -N- 0 20 40 SCALE IN FEET