My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
#09 - Primrose Day care CUP
LakeElmo
>
City Council
>
City Council Meeting Packets
>
2020's
>
2025
>
06-03-25
>
#09 - Primrose Day care CUP
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/15/2025 10:09:32 AM
Creation date
8/15/2025 10:07:49 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
57
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
WV <br />WV <br />WV DYH <br />WV <br />WV <br />W <br />V <br />I <br />I <br />I <br />I I I <br />100-YR HWL <br />= 934.3' <br />30' BUILDING SETBACK LINE <br />PROPERTY LINE <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />30' BUILDING SETBACK <br />X <br />X X X X X X X X X X X X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />XXXXXXXXX <br />XXXX <br />XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX <br />X <br />XX <br />PROPERTY LINE <br />1 <br />0 <br />' <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br /> <br />L <br />I <br />N <br />E <br />10 <br />' <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />10' D&U EASEMENT <br />45' D&U EASEMENT <br />5' <br /> <br />D <br />& <br />U <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />5' <br /> <br />D <br />& <br />U <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />16' D&U EASEMENT <br />PROPOSED BUILDING <br />AREA: 10,010 SF <br />LFE: 935.00 <br />92 <br />5 <br />93 <br />0 <br />92 <br />6 <br />92 <br />7 <br />92 <br />8 <br />92 <br />9 <br />9 <br />3 <br />1 <br />931 <br />931 <br />932 <br />9 <br />3 <br />2 <br />9 <br />3 <br />2 <br />9 <br />3 <br />2 <br />932 <br />932 <br />9 <br />3 <br />3 <br />933 93 <br />3 <br />933 <br />933 <br />933 <br />933 <br />93 <br />3 <br />9 <br />3 <br />3 <br />9 <br />3 <br />3 <br />934 <br />93 <br />4 <br />934 <br />934 <br />934 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />93 <br />4 <br />934 <br />93 <br />4 <br />934 <br />93 <br />4 <br />► <br />► <br />► <br />► <br />► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►► <br />►►►►►►►►►►►►►►►►►►►►►►►► <br />I <br />935 <br />935 <br />93 <br />5 <br />93 <br />5 <br />9 <br />3 <br />5 <br />935 <br />9 <br />3 <br />5 <br />935 <br />932 <br />933 <br />933 <br />933 <br />933 <br />9 <br />3 <br />3 <br />934 <br />9 <br />3 <br />4 <br />93493 <br />4 <br />93 <br />4 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />934 <br />93 <br />4 <br />934 <br />934 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />93 <br />1 <br />9 <br />3 <br />2 <br />2 <br />. <br />2 <br />% <br />2.1% <br />2.4% <br />6. <br />5 <br />% <br />2 <br />. <br />9 <br />% <br />1.5% <br />1.5% <br />2.0% <br />1.5% <br />3.0% <br />1.6% <br />1.5% <br />1.5% <br />1.5% <br />1. <br />7 <br />% <br />1. <br />5 <br />% <br />CO <br />CO <br />COCO <br />CO <br />CO <br />CO <br />CO <br />CO <br />CO <br />►► <br />►► <br />►► <br />►► <br />►►►►►►►►►►►►►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►►►►►► <br />►► <br />►► <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />100-YR HWL <br />= 933.20' <br />►► <br />►► <br />►► <br />►► <br />I <br />I <br />2. <br />6 <br />% <br />2 <br />. <br />5 <br />% <br />1.5% <br />1.6% <br />FL:934.39 <br />FL:934.28 <br />FL:934.28 <br />FL:932.38 <br />EOF:32.36 <br />SW:34.78 <br />SW:34.78 <br />SW:34.78 <br />SW:34.78 SW:34.76 <br />SW:34.91 <br />SW:34.91SW:34.91 <br />SW:34.91 <br />EOF:33.15 <br />EOF:31.15 EOF:32.48 <br />EOF:32.45 <br />FG:35.00 <br />FG:35.00 <br />FG:35.00 <br />FG:35.00 <br />FG:35.00 <br />FG:35.00 <br />FG:35.00 <br />FG:35.00 <br />FL:933.62FL:932.98 <br />FL:933.03 FL:933.43 <br />FL:934.03 <br />FL:933.67FL:932.59 <br />FL:932.26 FL:932.47 <br />HP:32.64 <br />EOF:32.61 FL:932.85 <br />FL:933.01 <br />FL:933.14 FL:933.26 <br />FL:933.34 <br />FL:933.09 <br />FL:933.45 <br />FL:933.51 <br />FL:934.01 <br />FL:933.76 <br />FL:933.99 <br />FL:934.04 <br />RIM:31.96 <br />RIM:34.05 <br />RIM:33.26 <br />RIM:33.83 <br />RIM:35.18RIM:33.66 <br />RIM:32.29 <br />RIM:31.86 <br />RIM:33.42 <br />RIM:34.40 <br />RIM:33.21 <br />RIM:34.26 RIM:34.88 <br />RIM:34.87 <br />RIM:34.91 <br />RIM:34.89 <br />RIM:34.86 <br />RIM:34.79 <br />RIM:34.56 <br />RIM:34.36 <br />RIM:34.36 <br />SW:34.78 <br />HP:35.41 <br />HP:34.41 <br />HP:35.07 <br />FG:34.59 <br />FG:34.97 <br />FG:34.79 <br />FG:34.63 <br />FG:34.25 <br />FG:35.05FG:35.38 <br />FG:34.45 <br />1.6% <br />1.6% <br />FL:933.05 <br />FL:933.22 <br />FL:933.27 <br />FL:933.62 <br />EG:33.34 EG:33.26 <br />RIM:29.94 RIM:30.76 <br />UPPER 40TH ST. N <br />1. <br />8 <br />% <br />HP:34.10 <br />100-YR HWL <br />= 934.1' <br />100-YR HWL <br />= 934.2' <br />100-YR HWL <br />= 932.5' <br />100-YR HWL <br />= 932.3' <br />100-YR HWL <br />= 932.4' <br />( IN FEET ) <br />GRAPHIC SCALE <br />0 <br />1 inch = 20 ft. <br />20 4020 <br />1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. <br />2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON <br />INTERPOLATED POINT TO POINT SURVEY DATA. CONTRACTOR IS <br />RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TO <br />INSTALLATION OF IMPROVEMENTS. CONTRACTOR SHALL NOTIFY <br />ENGINEER IN WRITING IMMEDIATELY OF ANY FIELD <br />DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR MAKING <br />NECESSARY ADJUSTMENTS IN THE FIELD FOR <br />CONSTRUCTABILITY, REGULATORY COMPLIANCE (ADA), <br />POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO <br />FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR <br />REWORK OF A DISCREPANCY THAT IS NOT COMMUNICATED TO <br />THE ENGINEER IN WRITING. <br />3. CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND <br />ENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS IN <br />THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO <br />FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT <br />PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO <br />NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT <br />BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER <br />AND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED <br />CHANGE ORDER. <br />NOTES <br />C-301 <br />GRADING PLAN <br />LOT LINE <br />EASEMENT LINE <br />SETBACK LINE <br />RIGHT OF WAY LINE <br />SECTION LINE <br />QUARTER LINE <br />EXISTING EASEMENT LINE <br />EXISTING PROPERTY LINE <br />PROPERTY BOUNDARY <br />PROPOSED MINOR CONTOUR901 <br />PROPOSED MAJOR CONTOUR900 <br />GRADING LIMITS <br />CONSTRUCTION LIMITS <br />FINISHED GRADE ELEVATION <br />SURFACE GRADE & FLOW DIRECTION <br />EXISTING MINOR CONTOUR <br />EXISTING MAJOR CONTOUR <br />STRUCTURE RIM SPOT ELEVATIONRIM=9XX.XX <br />FG=9XX.XX <br />1.00% <br />( IN FEET ) <br />GRAPHIC SCALE <br />0 <br />1 inch = 20 ft. <br />20 4020 <br />LEGEND <br />SIDEWALK ELEVATIONSW=9XX.XX <br />DWN BY: <br />ISSUE DATE: <br />PROJECT NO.: <br />\\ <br />u <br />s <br />0 <br />2 <br />4 <br />2 <br />- <br />p <br />p <br />f <br />s <br />s <br />0 <br />1 <br />\ <br />s <br />h <br />a <br />r <br />e <br />d <br />_ <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />1 <br />9 <br />0 <br />3 <br />0 <br />0 <br />2 <br />7 <br />9 <br />\ <br />5 <br />_ <br />D <br />E <br />S <br />I <br />G <br />N <br />\ <br />a <br />_ <br />C <br />A <br />D <br />\ <br />4 <br />_ <br />P <br />L <br />A <br />N <br />S <br />H <br />E <br />E <br />T <br />S <br />\ <br />C <br />- <br />3 <br />0 <br />1 <br /> <br />G <br />R <br />A <br />D <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br /> <br />0 <br />2 <br />7 <br />9 <br />. <br />d <br />w <br />g <br /> 4/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> DA <br />U <br />G <br />H <br />E <br />R <br />T <br />Y <br />, <br /> <br />A <br />D <br />A <br />M <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br />ISSUE NO.: <br />IS <br />S <br />U <br />E <br /> <br />N <br />O <br />. <br />: <br />SHEET NO.: <br />SHEET TITLE: <br />4/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />3 <br />: <br />2 <br />1 <br />: <br />5 <br />0 <br /> <br />P <br />M <br />CLIENT: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />CHK'D BY:APP'D BY: <br />1 CARLSON PKWY N <br />PLYMOUTH, MN 55447 <br />PHONE: 763-479-4200 <br />WWW.STANTEC.COM <br />PR <br />I <br />M <br />R <br />O <br />S <br />E <br /> <br />S <br />C <br />H <br />O <br />O <br />L <br /> <br />- <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br />, <br /> <br />W <br />A <br />S <br />H <br />I <br />N <br />G <br />T <br />O <br />N <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />, <br />MI <br />N <br />N <br />E <br />S <br />O <br />T <br />A <br />04/10/2025 <br />190300279 <br />KRM AWD JRA <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL <br />COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE <br />(EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL <br />UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT <br />NO COST TO THE OWNER. <br />GOPHER STATE ONE CALL <br />TWIN CITY AREA: 651-454-0002 <br />TOLL FREE 1-800-252-1166 <br />1 <br />SI <br />T <br />E <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />P <br />L <br />A <br />N <br />S <br />04 <br />/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br />1 <br />FLOW LINE ELEVATION <br />EMERGENCY OVERFLOW ELEVATION <br />TOP OF CURB ELEVATION <br />FL=9XX.XX <br />EOF=9XX.XX <br />TC=9XX.XX <br />EMERGENCY OVERFLOW DIRECTION <br />SWALE LINE
The URL can be used to link to this page
Your browser does not support the video tag.