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z� <br />1z <br />/ <br />NOTES: <br />1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN <br />HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE <br />/ / \ SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR <br />FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY <br />EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING <br />CONSTRUCTION. <br />O / \ <br />2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED <br />2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. <br />/ \ 90 �� �� 3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% <br />CROSS SLOPE IN SIDEWALK AREAS. <br />y / 907.23 9 <br />906.30 06 -� l / °� 4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND <br />/906.34 / \ 90) \ \ \ SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. <br />5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. <br />i <br />908.86 <br />6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION <br />Oh 906g�� .90 _ 907.07 80,> - \ \ SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE <br />906.52 907 17 908.80 \ _ _ / WITH STATE AND LOCAL REQUIREMENTS. <br />909.00 \ - - - / s 7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION <br />906.99 OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND <br />j CP BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS <br />9019 // ASSOCIATION OF MINNESOTA. 9 50 Gov \ 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS <br />906.57 0 / / / / / / o° BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES <br />ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE <br />906.98 / / / / / / / / STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE <br />907 / // / / / / / STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL <br />/ \ ' 909.00 BUILDING A / / / o°� / / REQUIREMENTS. <br />907.07 FFE = 909.00 �' �� - / / / / / <br />\ P1 90 / 9. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE <br />8.80 / 90/ RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. <br />907.70 907.24 �� / / <br />�71 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL <br />907.70 \ / / �� �� 1 / / / /°� / / THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND <br />908.00 907.61�' / / �� �� / / / 1 STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED <br />\ 909.00 / o / <br />/ v / / / v / / / / o WITHIN INFILTRATION AREAS. <br />907.45 \ j 908.80 <br />O�� 11. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & <br />/ 908.39 / / <v/°o / / / / GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS <br />0 907.00 \ /' 0 / / / / / / / / °s / ARE TO FINISHED SURFACE GRADE. <br />/ 0 908.55 908.80 / // 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED <br />o 907.31 'I-,/ / / / // / / / / /I / � U/ LOCATOR TO ASSIST WITH PRIVUTILITIES. 1-800-252-1166. ATE CONTRACTOR <br />LOCATES. <br />E A PRIVATE UTILITY <br />90 INS 9 <br />/ l�T 0, <br />Q0 R9TI0 90� <br />NBq� <br />/906.53 906.83 IN / `S 90 908.14 / <br />6 90) \ // / /\� <br />9 6.32 - 906.60 <br />906.E <br />906.00 906.10 <br />906.06 190 <br />906.00 909.06 <br />OHE OH <br />S'- - - OHE j 909 36 - C O L <br />OHE OHE <br />�E� }�---•Ff OH � /go'� � � / O � �i � .. ... .. .. <br />vNE E O / i <br />�I/VPI - �' _ - 909.86 909.86 8.96 °� �O z °H <br />906.56 z�- y.36 - �� (0/pj OHE n\ <br />907.09 �� 909.86 <br />910.00 <br />906.72 °� \ 909.57 910.00 <br />906.92 � 909.23 <br />0 <br />907.76 \ 908 E <br />909.57 <br />909 - - rn Ult <br />\ 909.86 <br />\�S - any �F <br />---- ---- --- _\ 90 - - 909.85 <br />909.99 \ I�- <br />V^ \ 908.50 <br />2 <br />909.03 / <br />i <br />\ \ \ \ 909.98 J.90 .25 / <br />907 <br />BUILDING B / <br />FFE = 910.00 / <br />�908.52 <br />906 \ �907.75 <br />\ 9 908.07 <br />MqR 90 <br />'40q <br />O a <br />e ° � <br />- _ <br />� 1 <br />\ OH�OH <br />GRADING LEGEND <br />= EXISTING MAJOR CONTOUR <br />= EXISTING MINOR CONTOUR <br />= EXISTING CONTOUR LABEL <br />= PROPOSED MAJOR CONTOUR <br />= PROPOSED MINOR CONTOUR <br />100 = PROPOSED CONTOUR LABEL <br />= EXISTING SPOT ELEVATION* <br />• <br />f XXXX = PROPOSED SPOT ELEVATION* <br />= PROPOSED SURFACE FLOW <br />DIRECTION <br />*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER <br />REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. <br />- - KEY NOTES: <br />OMATCH INTO EXISTING BITUMINOUS PAVEMENT <br />OMATCH INTO EXISTING CURB & GUTTER <br />OMATCH INTO LIP OF EXISTING CURB & GUTTER <br />OGRADE BREAK <br />0' 30' 60' <br />DESIGN --TREE <br />engineering + land surveying <br />Corporate Office: <br />120 17th Ave W Alexandria, MN 56308 <br />888-216-1916 <br />jAVA <br />PROPERTIES <br />879 Scheffer Avenue <br />St. Paul, MN 55102 <br />Phone: 952-403-9595 <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />PRINTED NAME: MICHAEL J. GERBER <br />DATE: 09/04/2024 LICENSE #: 56653 <br />LINO LAKES 2.0 <br />LINO LAKES, MN <br />THIS DRAWING AND THE INFORMATION THEREIN IS <br />THE PROPERTY OF DESIGN TREE ENGINEERING INC. <br />USE BY THE HOLDER OR DISCLOSURE TO OTHERS <br />WITHOUT THE PERMISSION OF DESIGN TREE <br />ENGINEERING INC. IS PROHIBITED. IT CONTAINS <br />PROPRIETARY AND CONFIDENTIAL INFORMATION OF <br />DESIGN TREE ENGINEERING INC. REPRODUCTION OF <br />THE MATERIAL HEREIN WITHOUT WRITTEN <br />ERMISSION OF DESIGN TREE ENGINEERING INC. <br />VIOLATES THE COPYRIGHT LAWS OF THE UNITED <br />STATES AND WILL SUBJECT THE VIOLATORS TO <br />LEGAL PROSECUTION. <br />COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING <br />DRAWN BY: NPK <br />CHECKED BY: JEA <br />PROJECT NO.: 10923008 <br />NO. DATE DESCRIPTION <br />GRADING PLAN <br />(NORTH) <br />DRAWING NO. <br />C301 <br />