Louisville Plaza Filing 3 Lot 1 King Soopers Fueling Center December 2010 Amended PUD Mylar

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e\KSF13_P_04—Grad.dwg \ \ \ \ \ N H EC LA WAY G ' J4Jo so'oa'oo" R=25.00' L=39.27' CH=N44' 14'I 2"E 35.36' 122.38' 31.38 29.95 A 31.05 LLJ CD 01 207 MATCH EXISTING GRADES ADJACENT TO DRIVE WAY (TYP.) LOT 1 LOUISVILLE PLAZA FIUNG NO. 3 19,326 SQ. FT. 30.20 ME .1-1-1130.65 29 40 24.40 I 28.10 ME 29 97 N BENCHMARK THE BENCHMARK UTILIZED FOR THIS SURVEY IS A NGS MONUMENT Q 413, PID - KK1556, WITH A PUBLISHED ELEVATION OF 5296.02 FEET, NAVD 88 DATUM CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 28.32 LOT 2 LOUISVILLE PLAZA FILING NO. 3 SOIL PREPARATION NOTE SOIL PREPARATION FOR NON -LANDSCAPE AREAS SHALL BE PER RECOMMENDATIONS FROM A GEOTECHNICAL REPORT PREPARED FOR THIS SITE AS FOLLOWS: GEOTECHNICAL ENGINEER: REPORT' No: THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION. INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REFER TO GENERAL STRUCTURAL NOTES FOR SPECIFIC SOIL PREPARATION AT SITE STRUCTURES. REFER TO THE LANDSCAPE PLANS FOR SPECIFIC PLANTING AREA SOIL AMENDMENT PROCEDURES. 27.76 I 27.33 27.48 5 10 27.57 / co GRADING LEGEND *24.00 24.0 24.0 24.0 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLOWLINE ELEVATION FF FINISHED FLOOR TOT TOP OF TANKS TI TOP OF ISLAND TOG TOP OF GRATE TC TOP OF CURB TOS TOP OF SIDEWALK FL FLOWLINE HP HIGH POINT LP LOW POINT ME MATCH EXISTING INV INVERT ELEVATION 117.5:2s-rsza] EXISTING STORM SEWER STS PROPOSED STORM SEWER GENERAL NOTES EROSION CONTROL LEGEND EXISTING CONTOUR FLOW ARROW I VEHICLE TRACKING CONTROL CONSTRUCTION ENTRANCE SILT FENCE GRAVEL SOCK IN GUTTER CONCRETE WASHOUT AREA CONTRACTOR STAGING AREA (APPROXIMATE) 1. REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS AND SPECIFICATIONS SHOWING OTHERWISE NOTWITHSTANDING. CONTRACTOR TO POINT OUT ANY DISCREPANCIES TO THE OWNERS REP. PRIOR TO BID. 2. NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED. 3. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND PERSONNEL REQUIRED FOR FINAL CHECKOUT OF ALL FACILITIES BY OWNER'S REPRESENTATIVE. 4. ENTIRE INSTALLATION SHALL MEET ALL APPLICABLE CODES. 5. VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. 6. ALL LANDSCAPING AREAS SHALL BE GRADED TO WITHIN 0.10' WITH COMPANY APPROVED TOP SOIL TO A MINIMUM 6" DEPTH. 7. FINAL GRADES ARE SUBJECT TO MINOR CHANGE BY COMPANY REPRESENTATIVE. NO GRADE CHANGES IN EXCESS OF 0.05' WITHOUT COMPANY APPROVAL. 8. ANY FILL MATERIAL REQUIRED TO BRING THE SITE TO GRADE SHALL BE CLEAN FILL DIRT APPROVED BY GEOTECHNICAL ENGINEER AND SHALL BE PLACED PER GEOTECHNICAL RECOMMENDATIONS. 9. SET PROPERTY CORNER PINS IN CONCRETE. IF PROPERTY CORNERS ARE DESTROYED BY CONTRACTOR, THE CONTRACTOR SHALL BEAR THE EXPENSE OF RELOCATING CORNERS BY A REGISTERED SURVEYOR. 10. THIS DESIGN IS BASED ON A SOIL AND FOUNDATION INVESTIGATION. CONTRACTOR SHALL FOLLOW ALL GEOTECHNICAL RECOMMENDATIONS. A COPY OF THIS REPORT IS AVAILABLE FOR INSPECTION BY THE CONTRACTORS. 1 1. ALL UTILITY CONNECTIONS, FOOTINGS, FOUNDATIONS SHALL BE INSTALLED BY GENERAL CONTRACTOR UNLESS OTHERWISE SPECIFICALLY EXCLUDED IN NOTES. 12. GENERAL CONTRACTOR SHALL RECEIVE, UNLOAD, STORE AND UNCRATE ALL EQUIPMENT FURNISHED BY THE OWNER AND SHIPPED TO THE SITE. SEE SPECIFICATIONS FOR EQUIPMENT FURNISHED BY OWNER. 13. LANDSCAPING AND IRRIGATION SYSTEM SHALL BE INSTALLED BY GENERAL CONTRACTOR. SEE LANDSCAPE AND IRRIGATION PLANS FOR DETAILS. 14. GENERAL CONTRACTOR TO PERFORM GENERAL YARD AND BUILDING CLEAN-UP AT COMPLETION OF WORK. 15. SEE THE SITE SURVEY FOR SURVEY INFORMATION. CONTRACTOR'S CONSTRUCTION SURVEYOR TO OBTAIN AUTOCAD FILE PRIOR TO CONSTRUCTION STAKING. CONSTRUCTION SURVEYOR SHALL ADHERE TO ALL ACSM GUIDELINES FOR CONSTRUCTION STAKING. 1 6. ALL TOP OF CURB GRADES ARE 6" HIGHER THAN FINISH GRADES SHOWN ON DRIVE UNLESS OTHERWISE NOTED. ALL SPOT ELEVATIONS SHOWN ADJACENT TO CURBS AND SIDEWALKS REFER TO FLOWLINE UNLESS NOTED OTHERWISE. 17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE SEDIMENTS ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION. SEE SWMP EROSION CONTROL PLANS FOR ADDITIONAL DETAILS, 18. GENERAL CONTRACTOR SHALL PROVIDE COMPREHENSIVE TRAFFIC CONTROL PLAN WHICH SHALL BE SUBMITTED TO AND APPROVED BY THE CITY AND/OR STATE PRIOR TO ANY WORK IN THE PUBLIC R.O.W. 19. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 20. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 21. IF DEWATERING IS REQUIRED TO INSTALL UTILITIES, A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OR THE UNITED STATES. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY, ITS AGENTS, OWNER OR GALLOWAY AT ALL TIMES. DIMENSIONS SHALL BE ANNOTATED ON AS -BUILT RECORD DRAWINGS. AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO ISSUANCE OF FINAL PAYMENT. AS BUILT DRAWINGS WILL BE SUPPLIED TO OWNER AND CITY PRIOR TO FINAL PAYMENT. 23. ALL TRENCH EXCAVATION SHALL BE PROPERLY SLOPED OR SUPPORTED IN A MANNER REQUIRED BY OSHA OR AS REQUIRED BY STATE OR LOCAL LAWS. 24. ALL RAMPS SLOPES SHALL BE 12:1 OR LESS. SIDEWALKS AND DRIVES WHERE RAMPS CROSS SHALL HAVE LONGITUDINAL SLOPES 5% OR LESS AND CROSS SLOPES 2% OR LESS. 25. PUBLIC IMPROVEMENTS CONSTRUCTION FOR UTILITY AND CONCRETE WORK WITHIN RIGHT OF WAY SHALL MEET THE REQUIREMENTS OF THE CITY OF LOUISVILLE DESIGN AND CONSTRUCTION STANDARDS. CONTRACTORS WORKING WITHIN PUBLIC PROPERTY ARE REQUIRED TO OBTAIN A RIGHT OF WAY PERMIT AVAILABLE FROM THE CITY OF LOUISVILLE PUBLIC WORKS DEPARTMENT EROSION CONTROL NOTES: 1. GS: GRAVEL SOCKS CAN BE PLACED AT CURB INLETS (COMBINATION INLET) IN LIEU OF THE GRAVEL FILTER. INSTALL GRAVEL SOCKS SIMILAR TO "GRAVEL SOCKS AT AREA INLET" DETAIL. THE GRAVEL SOCKS MUST BE PLACED PERPENDICULAR TO FLOW AND COMPLETELY AROUND GRATE WITH NO SPACES BETWEEN SOCKS. 2. VTC: VEHICLE TRACKING PAD SHOULD BE EXTENDED ACROSS THE ENTIRE ENTRANCE IF TRUCK TRAFFIC TRAVELS OFF DESIGNATED PAD. 3. SF: STRAW ROLLS MAY BE STAKED DOWN SIMILAR TO THE HAY BALE DETAIL IN LIEU OF SILT FENCE WHEN FINE GRADING OR FINAL STABILIZATION IS OCCURRING. 4. CW: SEVERAL CONCRETE WASHOUT LOCATIONS ARE SHOWN HERE AS OPTIONS FOR THE CONTRACTOR'S USE DURING VARIOUS CONSTRUCTION PHASING. ONLY 211g LOCATION MAY BE USED AT A 'TIME. 5. CONTRACTOR TO REPLACE STRAW BALE INLET PROTECTION AROUND INLETS WITH CURB INLET GRAVEL FILTERS ONCE PAVING OF SITE HAS STARTED. 6. VTC - VEHICLE TRACKING CONTROL SHALL BE RELOCATED, AS REQUIRED, AS CONSTRUCTION PROGRESSES, FOR ADEQUATE SEDIMENT CONTROL. 0 co 0 0 1_0 La cc a >v% CD ci) 0 ED: -5 0 co „k- cce.tvs(l• 0 E , F, r, trZ-'' c? 0 04 rn 0 a 22 03 0 op :(1)C1.a.L- Ca na" 0 0 :7=.) 0 < CO Project No: Sheet Scale: Designed By: Drawn By: Date: Disk File: HECLA WAY Sc PLAZA DRIVE 02010. Galloway & Company, Inc. MI Rlnhta Reserved LOUISVILLE, COLORADO 1" = 10' MFD CWB AUGUST 10, 2010 GRADING AND EROSION CONTROL PLAN 4 OF 7