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C1.0_COVER SHEET, LEGENDS, AND CONTACTSPROFESSIO N AL E OHADIFOETA T S E R IC K SONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D STAMP6213 N. Cloverdale Rd, Ste 125 Boise, Idaho 83713 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil BIDDING & PERMIT SETREVISIONS Architects and Planners, Chartered408 E. Parkcenter Blvd, Suite 205, Boise Idaho 83706DATE: PROJECT NO: SHEET: 1945TENANT IMPROVEMENTSKENDALL AUTO GROUP HEADQUARTERS06/30/2020 3449 E. COPPER POINT DRIVE MERIDIAN, IDAHO 83642654321 A B C D E A B C D E 61 C:\Users\rebecca\Documents\1945 AS BUILT R19 final_rebecca9D32Y.rvt6/20/20 C1.0 COVER SHEET, LEGEND & CONTACTS TENANT IMPROVEMENTS KENDALL AUTO GROUP HEADQUARTERSPROJECT SITE C1.0 COVER SHEET, LEGEND, AND CONTACTS C1.1 SITE DEMOLITION PLAN C2.0 SITE PLAN C2.1 ADA IMPROVEMENTS AREAS A, B, C & D C2.2 PATIO & SMOKING SHELTER C3.0 DETAILS C4.0 EROSION & SEDIMENT CONTROL PLAN FOUND BRASS/ALUMINUM CAP 5/8" IRON PIN WITH PLASTIC CAP CALCULATED POINT FOUND 5/8" IRON PIN WITH PLASTIC CAP FOUND 1/2" IRON PIN WITH PLASTIC CAP SET 1/2" IRON PIN WITH PLASTIC CAP EXISTING SEWER EXISTING WATER EXISTING CABLE EXISTING CENTERLINE EXISTING DITCH EXISTING EDGE OF GRAVEL EXISTING EDGE OF PAVEMENT EXISTING FENCE EXISTING FIBER OPTICS EXISTING GAS EXISTING GRAVITY IRRIGATION EXISTING JOINT TRENCH EXISTING OVERHEAD POWER EXISTING PRESSURE IRRIGATION EXISTING STORM EXISTING TELEPHONE EXISTING TELEPHONE & FIBER EXISTING TOE OF SLOPE EXISTING TOP OF BANK EXISTING UNDERGROUND POWER PROPOSED SEWER PROPOSED 8" SEWER PROPOSED 6" SEWER PROPOSED 4" SEWER PROPOSED WATER PROPOSED 1" WATER PROPOSED 1.5" WATER PROPOSED 2" WATER PROPOSED 6" WATER PROPOSED 8" WATER PROPOSED 10" WATER PROPOSED 12" WATER PROPOSED STORM DRAIN PROPOSED PRESSURE IRRIGATION PROPOSED GRAVITY IRRIGATION PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF GRAVEL PROPOSED SAWCUT PROPOSED DITCH CENTERLINE PROPOSED TOP OF BANK PROPOSED TOE OF SLOPE PUID EASEMENT PROPOSED GRADE BREAK PROPERTY LINE SIGNAL JUNCTION BOX SIGNAL BENCHMARK SLOPE TOP OF CURB TOP BACK OF REVERSE CURB TOP BACK OF VERT. CURB W/O GUTTER TOP BACK OF ROLLED CURB TOP OF WALK CONCRETE SPOT ELEVATION LIP OF GUTTER FLOW LINE ASPHALT EDGE OF PAVEMENT EDGE OF GRAVEL CENTERLINE BACK OF WALK FINISHED GRADE GROUND CONCRETE PIPE CORRUGATED METAL PIPE PVC PIPE TOP OF WALL EXISTING TREE EXISTING LIGHT EXISTING MAILBOX EXISTING CONTOUR PROPOSED CONTOUR EXISTING SIGN EXISTING MANHOLE EXISTING INLET EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED METER PROPOSED BLOW-OFF WATER FITTINGS PROPOSED SAND AND GREASE TRAP CONCRETE CURB AND GUTTER CONCRETE IRRIGATION BOX DIRECTION OF DOWNWARD SLOPE DIRECTIONAL STRIPING CABLE RISER POWER/ELECTRICAL TELEPHONE RISER POWER/TELEPHONE POLE CLEANOUT KEYED NOTE TOC TBC-R TVC TRC WALK CONC LIP FL AC EP EG CL BOW FG GND CMP RCP PVC TOW 1 XX ------DETAIL NUMBER SHEET NUMBER 3449 E. COPPER POINTE DR. MERIDIAN, IDAHO SEC 21 T.3N R.1E PARCEL # R7909780125 S. EAGLE RDE. OVERLAND RD. These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date ID AH O CONTRACTOR THE RUSSELL CORPORATION PROJECT MANAGER CALOUB HUTTASH 1940 S. BONITO WAY, SUITE 150 MERIDIAN, IDAHO 83642 O.208.323.0777 C.208.559.1322 CALOUB@RUSSCORP.COM OWNER KENDALL AUTO GROUP ARCHITECT ZGA ARCHITECTS & PLANNERS CHARTERED PROJECT MANAGER - PAT WALSH 408 E. PARKCENTER BLVD. SUITE 205 BOISE, IDAHO 83706 TELE: (208) 343-7162 PAT@ZGA.COM CIVIL ENGINEER ERICKSON CIVIL, INC. PROJECT MANAGER - ROSS ERICKSON P.E. 6213 N. CLOVERDALE ROAD SUITE 125 BOISE, IDAHO 83712 TELE: (208) 846-8955 CELL: (208) 867-3954 ROSS@ERICKSONCIVIL.COM CITY OF MERIDIAN BUILDING DEPARTMENT 33 E, BROADWAY AVE. MERIDIAN, ID 83642 TELE: (208) 887-2211 WATER SERVICE CITY OF MERIDIAN WATER DEPT. PROVIDER 2235 NW 8TH ST. MERIDIAN, ID 83646 TELE: (208) 888-5242 SEWER SERVICE CITY OF MERIDIAN PROVIDER 33 E, BROADWAY AVE. MERIDIAN, ID 83642 TELE: (208) 898-5500 POWER IDAHO POWER COMPANY SCOTT PINKSTON TELE: (208) 388-5446 SPINKSTON@IDAHOPOWER.COM GAS INTERMOUNTAIN GAS CO. MISHELLE SINGLETON TELE: (208) 377-6863 MISHELLE.SINGLETON@INTGAS.COM TELEPHONE CENTURY LINK JACOB FESSENDEN TELE: (208) 385-2107 JACOB.FESSENDED@CENTURYLINK.COM 1. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, AMD ADA STANDARDS. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 3. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 4. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 5. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 6. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES, AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND UTILITIES WHICH MAY EXIST ON THE SITE HAVE NOT BEEN SURVEYED AND ARE NOT ALL EXHIBITED ON THIS PLAN. IN ADDITION TO VERIFICATION OF THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE (1-800-342-1585), AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 8.POTHOLING IS REQUIRED 9. CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, DEPTH, SIZE, AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS, AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS (IE. STRUCTURES, PIPE, VALVES, FITTINGS, APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, CONTRACTOR SHALL PROVIDE EXISTING UTILITY SURVEY POINT DATA FOR THE CONFLICTING UTILITY TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME COORDINATE SYSTEM AND DATUM AS THE PROJECT CAD FILES. CONTRACTOR SHALL COMPLETE POTHOLING WELL IN ADVANCE OF THE NEED TO ORDER MATERIALS SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 10. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 11. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 12. CONTRACTOR SHALL REMAIN IN FULL COMPLIANCE WITH ALL APPLICABLE POLICIES, ORDINANCES OR OTHER REQUIREMENTS OF ALL AGENCIES, MUNICIPALITIES OR POLITICAL SUBDIVISION HAVING JURISDICTION. 13. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE, OR AS OTHERWISE SPECIFIED IN THE ARCHITECTURAL PROJECT SPECIFICATIONS, OR AS REQUIRED BY A JURISDICTIONAL AGENCY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. 15. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. 16. ALL EARTHWORK FOR CIVIL ENGINEERING PLAN SET ITEMS SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBIC WORKS CONSTRUCTION (ISPWC). 17. ALL AGGREGATE COURSES OR SURFACES SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 800 OF THE ISPWC. 18. CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) 19. THE OWNER WILL EMPLOY AN INDEPENDENT MATERIALS TESTING AND INSPECTION AGENCY TO CONFIRM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE ALL NECESSARY TESTING AND INSPECTIONS. ALL TEST RESULTS SHALL BE PROVIDED TO THE CONTRACTOR, OWNER, ARCHITECT AND PROJECT ENGINEER FOR REVIEW IN A TIMELY FASHION, PRIOR TO COVERING UP TESTED WORK. RE-TESTING/REPLACEMENT OF SUBSTANDARD WORK SHALL BE PROVIDED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE AND RECEIVE APPROVAL FROM OWNERS GEOTECHNICAL REPRESENTATIVE FOR ALL SUBGRADES, PLACEMENT OF ALL AGGREGATE COURSES AND PAVEMENTS PRIOR TO PROCEEDING WITH SUBSEQUENT WORK. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING AND/OR SITE LAYOUT.'CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE HORIZONTAL AND VERTICAL LOCATIONS, TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 21. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO CONCRETE (ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS. 22. RETAIN AND PROTECT ALL TREES, SHRUBS, AND UTILITIES UNLESS OTHERWISE NOTED. 23. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. 24. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE, AND IRRIGATION REPAIR FOR WORK TO BE CONSTRUCTED IN EXISTING IMPROVED AREAS. 25. POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. PROTECT AGAINST THE CONTAMINATION OF SOIL, WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS, GARBAGE, DEBRIS, OR OTHER WASTES AT ALL TIMES. 26. EQUIPMENT: EQUIPMENT IS TO BE SERVICED ONLY IN SERVICE AREAS. TAKE MEASURES TO PREVENT SPILLS OF OIL OR OTHER FLUIDS. 27. SANITARY: PROVIDE SANITARY FACILITIES FOR ALL WORKERS. 28. DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER EQUIPMENT TO ABATE. NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING OPERATIONS. FAILURE TO CONTROL DUST MAY RESULT IN TEMPORARY SHUTDOWN OF THE PROJECT. PROVIDE ALL WATER NECESSARY FOR SPRINKLING OPERATIONS. 29. SITE PROTECTION: LIMIT WORK TO ONLY THOSE AREAS AS DEFINED ON THE PLANS AND ONLY AS NECESSARY. PROTECT EXISTING SITE AGAINST DAMAGE AND EROSION. 30. INSTALL CATCH BASIN INSERTS IN ALL STORM DRAIN INLETS DOWNSTREAM OF WORK AREAS. 31. THE CONTRACTOR IS RESPONSIBLE FOR NOI'S WITH EPA AND ALL STATE AND LOCAL PERMITTING. 07/01/2020