MBMBMB934.64FFE934.87FFE934.94FFE934.50FFE14"12"12"20"28'124318"24"36"2122236578910111214131915161718XCXCXCXCXCXCXCXCXCXCXCXCXCXCXCXCWO
<br />O
<br />Dooo
<br />o
<br />A
<br />AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA A A A A A A
<br />A Aoooo 262524934.92FFE942.74FFE942.95FFE925.83FFE925.79FFE934.14FFE944.90FFE2728313029323334353637COUNTY ROAD ESNELLIN
<br />G
<br />A
<br />V
<br />E
<br />N
<br />O
<br />R
<br />T
<br />H WWC FOPEDCEE(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)E(OH)E(OH)E(OH)E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)
<br />E(OH)GGGGGG
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G GGGGGGGGG F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)||||||||||||||||||||E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)
<br />C(OH)
<br />C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)
<br />C(OH)
<br />C(OH)C(OH)C(OH)H)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)RIM EL=932.74INV EL E=920.54INV EL W=920.44RIM EL=929.15INV EL E=919.95INV EL W=919.85RIM EL=923.80INV EL E=915.30INV EL S=914.60INV EL N=914.30RIM EL=915.13INV EL E=908.69INV EL S=907.93>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
<br />>
<br />>
<br />>
<br />>
<br />>
<br />>
<br />>
<br />>
<br />>
<br />>
<br />>
<br />RIM EL=919.31INV EL N=907.23INV EL SE=907.21INV EL W=907.11E(OH)>>>>>>>>RIM EL=925.87INV EL E=922.75INV EL SW=920.47INV EL N=920.078" VC
<br />P 8" VCP8" VCP8" VCP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||
<br />|
<br />|
<br />|
<br />|||
<br />|
<br />|
<br />|
<br />|
<br />|||
<br />|
<br />||||||||919.13S TOGGEDSEWAGE>RIM EL=924.08INV EL SE=918.08INV EL NW=916.1215" RC
<br />P
<br />15" RCP15" RCP15" RC
<br />P
<br />RIM EL
<br />=
<br />9
<br />1
<br />7.
<br />9
<br />4
<br />INV EL
<br />S
<br />E
<br />=
<br />9
<br />1
<br />2.
<br />8
<br />4
<br />INV EL
<br />W
<br />=
<br />9
<br />1
<br />2.
<br />7
<br />4
<br />RIM EL=917.93INV EL E=911.73INV EL N=911.63GGG |||||||||||||||||||||||G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G
<br />G GGGGG>
<br />>
<br />>F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)||||||||>>>EXISTING CONDITIONS AND SITE REMOVALS NOTES1. EXISTING CONDITIONS BASED ON SURVEY TITLE LINDEY'S PRIME STEAKHOUSE, BY SRF CONSULTING GROUP, DATED 9/7/2022.2. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION, AND NOTIFYING THE CIVIL ENGINEER AND OWNER IMMEDIATELY OF ANYDISCREPANCIES. THIS INCLUDES, BUT NOT LIMITED TO, TOPOGRAPHY, ELEVATIONS, UTILITIES, VEGETATION, AND OTHER RELATED ITEMS.3.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. THE CONTRACTOR SHALL SUBMIT A TICKET FOR PUBLIC UTILITY LOCATES 48 HOURS PRIOR TO ANY GRADING, EXCAVATION, ORUTILITY WORK THROUGH "GOPHER STATE ONE CALL" (GSOC) AT WWW.GSOCSUBMIT.ORG, OR CALLING 811, ALONG WITH ANY FOLLOW-UP TO MISSING INFORMATION. THE CONTRACTOR MUST HIREA PRIVATE UTILITY LOCATING SERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.4. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS AND IMPROVEMENTS. SEE EROSIONCONTROL PLAN AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND RELATED DOCUMENTS.5. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BERESPONSIBLE FOR PROTECTING, REPAIRING, OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. CONTRACTORSHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. PROVIDE SAWCUT AT PAVEMENT EDGE REMOVAL. PROVIDE SMOOTH TRANSITION OF ANY REMOVAL ORIMPROVEMENTS AT DISTURBANCE EDGE. HAUL AND DISPOSE OF ALL REMOVAL ITEMS OFF-SITE.6. CONTRACTOR SHALL DEMOLISH AND REMOVE ALL ITEMS ILLUSTRATED ON THE PLANS AND OTHER ITEMS, AS NECESSARY FOR THE PROJECT AND RELATED IMPROVEMENTS. THIS INCLUDES ITEMSSUCH AS BUILDINGS, ACCESSORY STRUCTURES, FOUNDATIONS, PAVEMENTS, DEBRIS, VEGETATION, SUBSURFACE ITEMS (UTILITIES), UNDESIRED SOIL, AND OTHER RELATED ITEMS. VERIFY ALL SOILCORRECTIONS WITH GEOTECH REPORT AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE. HAUL AND DISPOSE OF ALL REMOVAL ITEMS OFF-SITE.7. CONTRACTOR SHALL REMOVE, REPAIR AND/OR RELOCATE EXISTING PRIVATE OR PUBLIC UTILITIES AS NECESSARY, WHETHER STATED ON THE PLANS OR NOT, INCLUDING ANY RELATED PERMITS ANDFEES. CONTRACTOR TO COORDINATE AND RECEIVE APPROVAL FOR ACTIVITIES WITH OWNER AND UTILITY COMPANIES BEFORE STARTING WORK.8. CLEAR, GRUB, AND REMOVE ALL TREES AND VEGETATION WITHIN THE CONSTRUCTION LIMITS, OR AS NOTED. STRIP TOPSOIL, STOCKPILE, AND REDISTRIBUTE PER GRADING PLAN.9. TREE PROTECTION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF TREES TO REMAIN, OR AS ILLUSTRATED, WITHIN LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION ANDMAINTAINED THROUGHOUT THE PROJECT. NO DETRIMENTAL CONDITIONS TO OCCUR AT TREE PRESERVATION AREAS, SUCH AS STORAGE OF EQUIPMENT/MATERIALS, CHEMICAL WASH, OREXCAVATION. SEE TREE PRESERVATION PLAN FOR ADDITIONAL INFO ON TREES.10. CONTRACTOR SHALL PROVIDE ALL STAGING AND TEMPORARY TRAFFIC CONTROL FOR THE PROJECT, AS APPROVED BY THE OWNER AND GOVERNING AGENCY. PROVIDE MINIMAL DISRUPTION TOADJACENT PROPERTIES AND STREETS, OR AS DIRECTED BY PROPERTY OWNER. 11. CONTRACTOR SHALL PROVIDE TEMPORARY CONDITIONS, SUCH AS CONSTRUCTION TRAILER, TEMPORARY FENCING, AND OTHER SECURITY MEASURES FOR THE LENGTH OF THE ENTIRE PROJECT.12. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE.13. FOR ANY SALVAGE AND/OR REINSTALL ITEMS, CONTRACTOR TO PROVIDE ALL WORK RELATED TO RE-LOCATION (TEMP AND PERMANENT), STORAGE, AND PROTECTION.14. SEE ROADWAY PLANS FOR ADDITIONAL INFO ON REMOVALS AND IMPROVEMENTS TITLED CR E AND OLD SNELLING AVENUE ROUNDABOUT, BY SRF CONSULTING GROUP, DATED 2022/2023.CONTRACTOR TO VERIFY AND ADJUST ALL REMOVALS WITH FIELD CONDITIONS BASED ON COORDINATING ROADWAY AND SITE IMPROVEMENTS.15. PAVEMENT RECLAMATION HAS RESTRICTIONS, SEE DETAIL FOR ADDITIONAL INFO.EXISTINGCONDITIONS/REMOVALS PLANC1.0REMOVAL LEGENDPROPERTY LINEEXISTING TOPOGRAPHY TO REMAIN(GRAY/FADED LINEWORK, TYP.)ITEMS TO BE REMOVED(BLACK LINEWORK, TYP.)REMOVE/RECLAMATION BITUMINOUSPAVEMENT (SEE DETAIL)REMOVE/RECLAIM CONCRETEPAVEMENTREMOVE AGGREGATE SURFACEREMOVE PAVERSREMOVE LANDSCAPINGCLEAR AND GRUB (TREE)REMOVE CURB AND GUTTERLIMITS OF DISTURBANCESHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date: Lic. No.:C/O MARK AND TRACY LINDEMER3610 SNELLING AVENUE NARDEN HILLS, MN 55112651-633-9813CERTIFICATIONSignature Name:Date: Lic. No.:PREPARED FORLINDEY'S INCPROJECTNO. DATE DESCRIPTION 0 12-23-2022 CITY SUBMITTALLINDEY'S PRIME STEAKHOUSE -SITE IMPROVEMENTS3610 SNELLING AVE NARDEN HILLS, MN 55112PHONE: 651.633.981314411.00N. SCHAUFENBUELN. SCHAUFENBUELM. AARONXXXXX25721MICHAEL C. AARON3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.com
|