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SITE NOTES: E • N 0 U O • 0 aj O a) • ci 0 0 0 ci Ii O O N N N O O N > -7> E FO • 220147site dwc Mounds View PSA - X • • LIMITS OF CONSTRUCTION PROPERTY LINE 011 i D no EXISTING TREES TO REMAIN SEE TREE REMOVAL AND PRESERVATION PLAN FOR ADDITIONAL INFORMATION SHEET L-1.0 RIGHT-OF-WAY + + - + + + + + + + + + + + • LANDSCAPE + + + t^) AREAS �+ + + + + + + Qh + 0 _L ,(51, + + + 8' • • + I BUILDING ENTRY SEE ARCHITECTURAL PLANS + + + H ° STANDARD CONCRETE SIDEWALK SEE DETAIL 1 SHEET C-6.0 BUILDING ENTRY SEE ARCHITECTURAL PLANS B612 CONCRETE CURB AND GUTTER SEE DETAIL 2 SHEET C-6.0 PARALLEL PED RAMP ACCESSIBLE PARKING + + STALLS WITH APPROPRIATE + HSIGNAGE SEE DETAIL 9&10 + + + + + + 4-STORY + + APARTMENT + + BUILDING + + + + + PRIMARY BUILDING ENTRANCE + 8' + 4" WIDE WHITE PAINT `+ + STRIPING, WHITE COLOR, + ` + + TYP• + + + + + I + + ,I + + I+ + Hl + + I + + + + + I+ + +I + + 1+ +� + + j + + ' LANDSCAPE AREAS + + + + + + + - 30' D STANDARD CONCRETE SIDEWALK SEE DETAIL 1 SHEET C-6.0 BUILDING ENTRY SEE ARCHITECTURAL PLANS 18' TYP. ► J . GARAGE ENTRY N\2\4016 *4f ss �� LIMITS OF CONSTRUCTION N B612 CONCRETE CURB AND GUTTER SEE DETAIL 2 SHEET C-6.0 SITE LIGHT FIXTURES REFER TO PHOTOMETRIC PLAN FOR ADDITIONAL INFORMATION SEE SHEET P-1.0 MODULAR CONCRETE BLOCK RETAINING WALL WITH FENCE ALONG BACK TOP OF WALL, *TO BE DESIGNED BY GEOTECH* CURBED PARKING LOT ISLANDS, TYP. LIGHT DUTY BITUMINOUS PAVEMENT IN PARKING STALLS, TYP. SEE DETAIL 4 SHEET C-6.0 8' 25' + + + + + + + + + + + + + + PROPERTY LINE + + + + + + + + + + + + + + + + + + D c1 FO F O 0 FO E FO -E FO PROPERTY LINE HEAVY DUTY BITUMINOUS PAVEMENT IN DRIVE AISLES, TYP. SEE DETAIL 5 SHEET C-6.0 / LIMITS OF CONSTRUCTION POSSIBLE 'FUTURE PHASE EXISTING TREES TO REMAIN SEE TREE REMOVAL AND PRESERVATION PLAN FOR ADDITIONAL INFORMATION SHEET L-1.0 EXISTING TREE TO REMAIN, TYP. II a � /1 - IMPIallangE V FO FO - e 0 0 -E la FO [S89°19'21"E 270.98] N N 0 20 40 ■ SCALE IN 80 FEET 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION & REMOVAL OF ALL EXISTING STRUCTURES WHICH INTERFERE WITH NEW WORK AS SHOWN. 5. CONCRETE SIDEWALK AND CURB & GUTTER SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT OUTSIDE THE REMOVAL LIMITS. 6. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 7. DIMENSIONS SHOWN ARE TO FACE OF CURB, CENTER OF STRUCTURE, EDGE OF SIDEWALK OR EXTERIOR OF BUILDING. 8. ALL CONCRETE SIDEWALK ADJACENT TO BUILDING SHALL BE SEPARATED BY A 1/2" EXPANSION JOINT. 9. PROTECT EXISTING CONCRETE SIDEWALKS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO REPLACE ANY CRACKED OR BROKEN PANELS CAUSED BY SITE CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL & DISPOSAL OF THE EXISTING BITUMINOUS. BITUMINOUS SHALL BE SAW CUT OR JACK HAMMERED FOR STRAIGHT EDGES. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 11. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES & STRUCTURES FROM HAZARDS ASSOCIATED WITH HIS CONSTRUCTION ACTIVITIES Sc SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES & STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES. 12. CONTRACTOR SHALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES. PROVIDE TRAFFIC CONTROL DURING CONSTRUCTION PER MNDOT STANDARDS. 13. CONTRACTOR SHALL PERFORM SWEEPING ON PRIVATE PARKING AREAS AND PUBLIC STREETS AT LEAST ONCE A WEEK, ONCE A DAY IF NEEDED. 14. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE OCCASIONED BY AND DURING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED AND HANDED OVER. 15. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE STOOPS ADJACENT TO PROPOSED BUILDING. 16. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A FIVE FOOT TRANSITION. 17. ALL CONCRETE CURB AND GUTTER ADJACENT TO CONCRETE WALK BE SEPARATED BY A 1/2 INCH EXPANSION JOINT. 18. PARKING LOT STRIPING SHALL BE 4 INCH WHITE. 19. ALL WORK WITHIN THE R.O.W. STALL COMPLY WITH THE CITY ENGINEERING DESIGN STANDARDS. 20. ALL CURB AND GUTTER TO BE CONCRETE B612 CURB UNLESS NOTED OTHERWISE. 21. CONCRETE APRONS TO BE INSTALLED FOR ALL ACCESS DRIVES ONTO PUBLIC STREETS PER CITY STANDARDS. 22. ALL CONCRETE PADS TO BE 3000 PSI AIR ENTRAINED 6" CONCRETE WITH #4 BARS 12" O.C. AND BROOM FINISHED. 23. REFER TO PHOTOMETRIC PLAN FOR LOCATIONS, FOOTCANDLE PRINT OUT AND SPECIFICATIONS. SITE DATA: PROPOSED LOT AREA: BUILDING AREA: BUILDING COVERAGE: MULTIFAMILY UNITS PROVIDED: PERVIOUS AREA: IMPERVIOUS AREA: EXISTING: PROPOSED PARKING DATA: = 124,473 S.F. - 2.86 AC = 42,852 S.F. (34.4%) OF SITE AREA = 140 APARTMENT UNITS 43,273 S.F. (34.8%) OF SITE AREA 0 S.F. = 81,200 S.F. (65.2% OF SITE AREA) SURFACE PARKING PROVIDED: _ UNDERGROUND PARKING PROVIDED: = TOTAL PARKING PROVIDED: _ 76 SURFACE STALLS 120 GARAGE STALLS 196 GARAGE STALLS (1.4 STALLS/DU) ACCESSIBLE PARKING PROVIDED: SITE LEGEND: = 3 STALLS (3 A.D.A. STALLS REQUIRED FOR SURFACE PARKING) B612 CURB & GUTTER UNLESS OTHERWISE NOTED FUTURE B612 CURB & GUTTER EXISTING CURB & GUTTER 'H 111111 L L OUTFALL CURB AND GUTTER LANDSCAPE AREA HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT X X X X X X X X X X X X CONSTRUCTION LIMITS PROPERTY LINE EXISTING TREES TO REMAIN POLE MOUNTED LIGHT FIXTURES - 20' POLE & 30" BASE SEE PHOTOMETRIC PLAN SHEET P-1.0 A ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com WOODALE APARTMENTS MOUNDS VIEW, MINNESOTA Z a cn I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER undei the laws of the `'taa c,� `Q` MINNESOTA aEv"' r]�- ‘J \N �0/��N S� CLARK WICKLUND, PE 10-10-2 Date License No. BY DATE DATE ISSUE 10-7-22 PROGRESS SET 10-10-22 CITY PUD SUBMITTAL PROJECT TEAM DATA DESIGNED: DRAWN: PROJECT NO: DS GPL 220147 0-3.0 BUILDING MOUNTED LIGHT FIXTURES SEE PHOTOMETRIC PLAN SHEET P-1.0