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+J <br />C E <br />LL 01 <br />z E <br />co cn <br />cc <br />w <br />oo <br />2 <br />Z <br />to <br />Z <br />Q <br />cc <br />0 <br />DRAWING NUMBER <br />• NEW HOPE, MINNESOTA <br />REORDER BY PART NUMBER 6552 <br />l <br />REORDER BY PART NUMBER 6552 <br />N <br />co <br />co <br />wilco <br />2 <br />z <br />OE <br />a <br />>- <br />1:13 m <br />rcc <br />- <br />ccra <br />U ww <br />Oww <br />cc cc <br />a. <br />0 <br />MINNESOTA <br />MN - <br />• NEW HOPE, <br />N <br />U) <br />U) <br />OE <br />w <br />m <br />2 <br />z <br />it <br />Q <br />H <br />U <br />0 <br />O w <br />a <br />0 <br />0 <br />POSITION EDGE OF PRINT ON THIS LINE <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />N- <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />A=90'00'00" <br />R=25.00' <br />L=39.27' <br />CH=N44'14'02"E <br />35.36' <br />ME <br />33,53 <br />• <br />\N <br />• <br />• <br />\\ <br />\N <br />• <br />• <br />/ <br />/ <br />/ <br />\ <br />/ <br />/ <br />/ <br />/ <br />/ <br />HECLA WAY /// <br />/ <br />70' R -0-W // <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 />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />\ <br />/ <br />/ <br />/ <br />/ <br />/ <br />r, <br />N89°14'02/1 <br />122.38' <br />32.30\ <br />ME \\ <br />0,0 <br />OW 33.5 <br />BOW 33.8 <br />TOW <br />BOW <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />• <br />• <br />\ <br />/ <br />/ <br />/ <br />�` <br />/ <br />31.38 <br />A <br />29.95 <br />II <br />31.50 I FL <br />• <br />ET <br />/ <br />0 <br />4-0 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />31.05 <br />• <br />0 <br />QN <br />0_ <br />70' R -O -W <br />/ <br />N <br />MATCH EXISTING <br />GRADES ADJACENT <br />TO DRIVE WAY (TYP.) <br />/ <br />/ <br />/ <br />/ <br />/ <br />LOT 1 <br />LOUISVILLE PLAZA FILING NO. 3 <br />19,326 SQ. FT. <br />ME <br />\ 29.23 <br />• <br />• <br />\N <br />• <br />• <br />\N <br />• <br />• <br />• <br />• <br />• <br />129.80 N <br />• <br />• <br />/ <br />\ <br />29.30 <br />t 24.40 <br />r <br />/ <br />• <br />7 <br />• <br />• <br />• <br />• <br />/ <br />\ ' <br />\• <br />' <br />• <br />/ <br />\�. <br />r <br />ME <br />\28.77 <br />TP 7 \ <br />MF <br />28.04 <br />,1,r <br />26.72 <br />ME \ / <br />27.32 \\ <br />I ••• <br />• <br />BENCHMARK <br />THE BENCHMARK UTILIZED FOR THIS SURVEY IS A NGS MONUMENT <br />Q 413, PID - KK1556, WITH A PUBLISHED ELEVATION OF 5296.02 <br />FEET, NAVD 88 DATUM <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />1-800-922-1987 <br />CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE <br />YOU DIG, GRADE, OR EXCAVATE FOR THE <br />MARKING OF UNDERGROUND MEMBER UTILITIES <br />28.32 <br />/ 28.17 <br />LOT 2 <br />LOUISVILLE PLAZA FILING NO. 3 <br />SOIL PREPARATION NOTE <br />SOIL PREPARATION FOR NON -LANDSCAPE AREAS SHALL BE PER RECOMMENDATIONS <br />FROM A GEOTECHNICAL REPORT PREPARED FOR THIS SITE AS FOLLOWS: <br />GEOTECHNICAL ENGINEER: <br />REPORT No: <br />THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION. <br />INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING <br />INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REFER <br />TO GENERAL STRUCTURAL NOTES FOR SPECIFIC SOIL PREPARATION AT SITE <br />STRUCTURES. REFER TO THE LANDSCAPE PLANS FOR SPECIFIC PLANTING AREA SOIL <br />AMENDMENT PROCEDURES. <br />27.48 <br />/ <br />/ <br />/ <br />17 <br />V ' <br />/ <br />27.33 <br />/ <br />0 <br />N <br />h <br />5 <br />10 <br />SCALE: 1 "=10' <br />27.57 / <br />I <br />I <br />J <br />a" <br />5 <br />O <br />J <br />i <br />GRADING LEGEND <br />25 <br />.24.00 <br />24.0 <br />24.0 <br />24.0 <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />PROPOSED CONTOUR (BY OTHERS) <br />EXISTING SPOT ELEVATION <br />PROPOSED SPOT ELEVATION <br />PROPOSED TOP OF CURB ELEVATION <br />PROPOSED FLOWLINE ELEVATION <br />FF FINISHED FLOOR <br />TOT TOP OF TANKS <br />TI TOP OF ISLAND <br />TOG TOP OF GRATE <br />TC TOP OF CURB <br />TOS TOP OF SIDEWALK <br />FL FLOWLINE <br />HP <br />LP <br />ME <br />INV <br />x y STS ; <br />HIGH POINT <br />LOW POINT <br />MATCH EXISTING <br />INVERT ELEVATION <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />GENERAL NOTES <br />EROSION CONTROL LEGEND <br />LIMITS OF CONSTRUCTION <br />- --- EXISTING CONTOUR <br />PROPOSED CONTOUR <br />i <br />• / <br />• <br />SOIL SWALE <br />FLOW ARROW <br />VEHICLE TRACKING CONTROL <br />CONSTRUCTION ENTRANCE <br />SILT FENCE <br />GRAVEL SOCK IN GUTTER <br />CONCRETE WASHOUT AREA <br />CONTRACTOR STAGING AREA <br />(APPROXIMATE) <br />1. REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS AND SPECIFICATIONS SHOWING <br />OTHERWISE NOTWITHSTANDING. CONTRACTOR TO POINT OUT ANY DISCREPANCIES TO THE OWNERS <br />REP. PRIOR TO BID. <br />2. • NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED. <br />3. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND PERSONNEL REQUIRED FOR FINAL CHECKOUT OF <br />ALL FACILITIES BY OWNER'S REPRESENTATIVE. <br />4. ENTIRE INSTALLATION SHALL MEET ALL APPLICABLE CODES. <br />5. VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. <br />6. ALL LANDSCAPING AREAS SHALL BE GRADED TO WITHIN 0.10' WITH COMPANY APPROVED TOP SOIL <br />TO A MINIMUM 6" DEPTH. <br />7. FINAL GRADES ARE SUBJECT TO MINOR CHANGE BY COMPANY REPRESENTATIVE. NO GRADE <br />CHANGES IN EXCESS OF 0.05' WITHOUT COMPANY APPROVAL. <br />8. ANY FILL MATERIAL REQUIRED TO BRING THE SITE TO GRADE SHALL BE CLEAN FILL DIRT <br />APPROVED BY GEOTECHNICAL ENGINEER AND SHALL BE PLACED PER GEOTECHNICAL <br />RECOMMENDATIONS. <br />9. SET PROPERTY CORNER PINS IN CONCRETE. IF PROPERTY CORNERS ARE DESTROYED BY <br />CONTRACTOR, THE CONTRACTOR SHALL BEAR THE EXPENSE OF RELOCATING CORNERS BY A <br />REGISTERED SURVEYOR. <br />10. THIS DESIGN IS BASED ON A SOIL AND FOUNDATION INVESTIGATION. CONTRACTOR SHALL FOLLOW <br />ALL GEOTECHNICAL RECOMMENDATIONS. A COPY OF THIS REPORT IS AVAILABLE FOR INSPECTION <br />BY THE CONTRACTORS. <br />11. ALL UTILITY CONNECTIONS, FOOTINGS, FOUNDATIONS SHALL BE INSTALLED BY GENERAL <br />CONTRACTOR UNLESS OTHERWISE SPECIFICALLY EXCLUDED IN NOTES. <br />12. GENERAL CONTRACTOR SHALL RECEIVE, UNLOAD, STORE AND UNCRATE ALL EQUIPMENT FURNISHED <br />BY THE OWNER AND SHIPPED TO THE SITE. SEE SPECIFICATIONS FOR EQUIPMENT FURNISHED BY <br />OWNER. <br />13. LANDSCAPING AND IRRIGATION SYSTEM SHALL BE INSTALLED BY GENERAL CONTRACTOR. SEE <br />LANDSCAPE AND IRRIGATION PLANS FOR DETAILS. <br />14. GENERAL CONTRACTOR TO PERFORM GENERAL YARD AND BUILDING CLEAN-UP AT COMPLETION OF <br />WORK. <br />15. SEE THE SITE SURVEY FOR SURVEY INFORMATION. CONTRACTOR'S CONSTRUCTION SURVEYOR TO <br />OBTAIN AUTOCAD FILE PRIOR TO CONSTRUCTION STAKING. CONSTRUCTION SURVEYOR SHALL <br />ADHERE TO ALL ACSM GUIDELINES FOR CONSTRUCTION STAKING. <br />16. ALL TOP OF CURB GRADES ARE 6" HIGHER THAN FINISH GRADES SHOWN ON DRIVE UNLESS <br />OTHERWISE NOTED. ALL SPOT ELEVATIONS SHOWN ADJACENT TO CURBS AND SIDEWALKS REFER <br />TO FLOWLINE UNLESS NOTED OTHERWISE. <br />17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE SEDIMENTS <br />ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION. SEE SWMP EROSION CONTROL <br />PLANS FOR ADDITIONAL DETAILS. <br />18. GENERAL CONTRACTOR SHALL PROVIDE COMPREHENSIVE TRAFFIC CONTROL PLAN WHICH SHALL BE <br />SUBMITTED TO AND APPROVED BY THE CITY AND/OR STATE PRIOR TO ANY WORK IN THE PUBLIC <br />R.O.W. <br />19. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY <br />COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN <br />APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE <br />LOCATION CF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR <br />TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. <br />20. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S <br />RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING <br />UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE <br />ENGINEER PRIOR TO CONSTRUCTION. <br />21. IF DEWATERING IS REQUIRED TO INSTALL UTILITIES, A STATE CONSTRUCTION DEWATERING <br />WASTEWATER DISCHARGE PERMIT IS REQUIRED IF WATER IS DISCHARGED INTO A STORM SEWER, <br />CHANNEL, IRRIGATION DITCH OR ANY WATERS OR THE UNITED STATES. <br />22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF <br />RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY, ITS AGENTS, <br />OWNER OR GALLOWAY AT ALL TIMES. DIMENSIONS SHALL BE ANNOTATED ON AS -BUILT RECORD <br />DRAWINGS. AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO ISSUANCE OF FINAL PAYMENT. AS BUILT <br />DRAWINGS WILL BE SUPPLIED TO OWNER AND CITY PRIOR TO FINAL PAYMENT. <br />23. ALL. TRENCH EXCAVATION SHALL BE PROPERLY SLOPED OR SUPPORTED IN A MANNER REQUIRED <br />BY OSHA OR AS REQUIRED BY STATE OR LOCAL LAWS. <br />24. ALL RAMPS SLOPES SHALL BE 12:1 OR LESS. SIDEWALKS AND DRIVES WHERE RAMPS CROSS <br />SHALL HAVE LONGITUDINAL SLOPES 5% OR LESS AND CROSS SLOPES 2% OR LESS. <br />25. PUBLIC IMPROVEMENTS CONSTRUCTION FOR UTILITY AND CONCRETE WORK WITHIN RIGHT OF WAY <br />SHALL MEET THE REQUIREMENTS OF THE CITY OF LOUISVILLE DESIGN AND CONSTRUCTION <br />STANDARDS. CONTRACTORS WORKING WITHIN PUBLIC PROPERTY ARE REQUIRED TO OBTAIN A RIGHT <br />OF WAY PERMIT AVAILABLE FROM THE CITY OF LOUISVILLE PUBLIC WORKS DEPARTMENT <br />EROSION CONTROL NOTES <br />• <br />1. GS: GRAVEL SOCKS CAN BE PLACED AT CURB INLETS (COMBINATION <br />INLET) IN LIEU OF THE GRAVEL FILTER. INSTALL GRAVEL SOCKS SIMILAR <br />TO "GRAVEL SOCKS AT AREA INLET" DETAIL. THE GRAVEL SOCKS MUST <br />BE PLACED PERPENDICULAR TO FLOW AND COMPLETELY AROUND GRATE <br />WITH NO SPACES BETWEEN SOCKS. <br />2. VTC: VEHICLE TRACKING PAD SHOULD BE EXTENDED ACROSS THE <br />ENTIRE ENTRANCE IF TRUCK TRAFFIC TRAVELS OFF DESIGNATED PAD. <br />3. SF: STRAW ROLLS MAY BE STAKED DOWN SIMILAR TO THE HAY BALE <br />DETAIL IN LIEU OF SILT FENCE WHEN FINE GRADING OR FINAL <br />STABILIZATION IS OCCURRING. <br />4. CW: SEVERAL CONCRETE WASHOUT LOCATIONS ARE SHOWN HERE AS <br />OPTIONS FOR THE CONTRACTOR'S USE DURING VARIOUS CONSTRUCTION <br />PHASING. ONLY DE LOCATION MAY BE USED AT A TIME. <br />5. CONTRACTOR TO REPLACE STRAW BALE INLET PROTECTION AROUND <br />INLETS WITH CURB INLET GRAVEL FILTERS ONCE PAVING OF SITE HAS <br />STARTED. <br />6. VTC - VEHICLE TRACKING CONTROL SHALL BE RELOCATED, AS <br />REQUIRED, AS CONSTRUCTION PROGRESSES, FOR ADEQUATE SEDIMENT <br />CONTROL. <br />z <br />0 <br />w <br />a: <br />0 <br />z <br />W <br />N <br />N <br />0 <br />Li <br />I - <br />z <br />w <br />0 <br />U <br />0 <br />0 <br />z <br />0 <br />U <br />0 <br />zz <br />z <br />W 00 <br />o <br />U d <br />U Q <br />w 0 <br />0_ 0 <br />N <br />0:1 c <br />0,3 <br />COc <br />8 <br />U.! 0 2 <br />0 f.12 .5 0 <br />a �m 8 <br />//�■B�t: 2 aa'oou.g <br />\�tti// i � . W <br />... <br />C- 'a C0 CMO 3 <br />ti,.(2.80.1.. <br />0 E o <br />Jil <br />m <br />0 0<z asim LcY <br />CD w�� <br />Z � <br />�c ti a <br />U <br />Project No: <br />Sheet Scale: <br />Designed By: <br />Drawn By: <br />Date: <br />Disk File: <br />HECLA WAY & PLAZA DRIVE <br />02010. Galloway & Company, Inc. All RIOhis Reserved <br />LOUISVILLE, COLORADO <br />KSF0001 3 <br />1" = 10' <br />MFD <br />CWB <br />AUGUST 10, 2010 <br />KSF13_P_05-Grad <br />GRADING <br />AND EROSION <br />CONTROL PLAN <br />4 0F 7 <br />