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Hathaway Cover Sheet C1 3320DEVELOPMENT PLANS FOR HATHAWAY WAREHOUSE GENERAL CONSTRUCTION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND/OR THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. 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. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. 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. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. CONTRACTOR IS REQUIRED TO HAVE ON THE JOB SITE AT ALL TIMES A COPY OF THE GEOTECHNICAL REPORT PREPARED BY MATERIALS, TESTING & INSPECTION MTI FILE # B191414G DATED 8-23-19. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ASPHALT TESTING 1. ASPHALT MIX DESIGN - VALID MIX DESIGN PER THE REQUIREMENTS OF IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND ACHD SHALL BE USED. MIX DESIGNS SHALL INCLUDE ALL NECESSARY PERFORMANCE TESTING REQUIRED BY ISPWC, WESTERN ALLIANCE FOR QUALITY TRANSPORTATION (WAQTC), AND/OR ITD SECTION 260 - MIX DESIGNS. IF A MIX DESIGN IS TO BE USED THAT IS OLDER THAN 1 YEAR, THEN THE FOLLOWING TESTS WILL BE REQUIRED TO BE SUBMITTED ALONG WITH THE MIX DESIGN: A) AASHTO T 84 - SPECIFIC GRAVITY AND ABSORPTION OF FINE AGGREGATE B) AASHTO T 85 - SPECIFIC GRAVITY AND ABSORPTION OF COARSE AGGREGATE C) AASHTO T 308 - STANDARD METHOD OF TEST FOR DETERMINING THE ASPHALT BINDER CONTENT OF HOT -MIX ASPHALT (HMA) BY THE IGNITION METHOD WITH AGGREGATE GRADATION CORRECTION FACTORS INCLUDED. D) AASHTO T 269 - STANDARD METHOD OF TEST FOR PERCENT AIR VOIDS IN COMPACTED DENSE AND OPEN ASPHALT MIXTURES E) AASHTO T 209 - STANDARD METHOD OF TEST FOR THEORETICAL MAXIMUM SPECIFIC GRAVITY AND DENSITY OF HOT -MIX ASPHALT PAVING MIXTURES 2. ASPHALT CORE TESTING - CORE SAMPLE DENSITY SHALL BE DETERMINED BY AASHTO T166 - BULK SPECIFIC GRAVITY OF COMPACTED BITUMINOUS MIXTURES USING SATURATED SURFACE DRY SPECIMENS AT A FREQUENCY OF ONE CORE FOR EVERY 5 DENSITY TESTS PERFORMED, BUT NOT LESS THAN 3 CORES PER PROJECT. CORE SAMPLE THICKNESS IS TO BE MEASURED AND VERIFIED THAT IT MEETS THE PAVEMENT DESIGNED BY THE PROJECT ENGINEER. THICKNESSES ARE TO BE REPORTED ON ASPHALT DENSITY REPORTS. NUMBER OF CORES TO BE SAMPLED IS OUTLINED IN ISPWC SECTION 810. CORE CORRELATION FACTOR TO BE DETERMINED AND APPLIED TO NUCLEAR DENSITY COMPACTION RESULTS. ALL FACTORS, COMPACTION, AND CORRECTED COMPACTION RESULTS TO BE REPORTED IN DENSITY REPORTS AS PER WAQTC TM-8. THE FOLLOWING TESTS WILL BE REQUIRED TO BE SUBMITTED ALONG WITH THE MIX DESIGN FOR FIELD QUALITY ACCEPTANCE OF ASPHALT MIX DESIGN AS PER ISPWC SECTION 810 3.12: A) AASHTO T 30 - STANDARD METHOD OF TEST FOR MECHANICAL ANALYSIS OF EXTRACTED AGGREGATE B) AASHTO T 308 - STANDARD METHOD OF TEST FOR DETERMINING THE ASPHALT BINDER CONTENT OF HOT -MIX ASPHALT (HMA) BY THE IGNITION METHOD 3. ASPHALT DENSITY TESTING - DENSITY TESTING TO BE PERFORMED AS PER WAQTC TM-8 AS REQUIRED BY ISPWC AND ACHD. FREQUENCY OF TESTING SHALL BE A ONE TEST PER 300 LINEAR FEET OF ROADWAY. DENSITY TESTING REPORTS ARE TO INCLUDE ALL DATA REQUIRED BY METHOD. NUCLEAR GAUGE CALIBRATION RECORDS MAY BE REQUIRED IF REQUESTED BY PUBLIC WORKS. NON-NUCLEAR GAUGES ARE NOT PERMISSIBLE PER THE METHOD. SUBGRADE TESTING 1. PROCTOR (AASHTO T99 OR AASHTO T180) - VALID PROCTOR FOR SUBGRADE MATERIAL IS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. PROCTORS ARE VALID FOR 1 YEAR FROM THE DATE ORIGINALLY TESTED. PROCTORS OVER 1 YEAR OLD MAY BE USED IF "1 POINT" VERIFICATION IS PERFORMED BY THE TESTING AGENCY. 2. RESISTANCE VALUE (R-VALUE) - TO BE DETERMINED BY AASHTO T190 AS PER THE REQUIREMENTS OF ISPWC AND ACHD. 3. DENSITY TESTING RESULTS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. THE TESTING FREQUENCY FOR MATERIALS PLACED IN THE ROADWAY SECTION SHALL BE 1 TEST PER EACH 300 LINEAR FEET OF ROADWAY AND 1 TEST PER 10,000 SQUARE FEET OF GENERAL FILL AND EMBANKMENT AREA FOR EACH LIFT. COMPACTION REPORTS ARE TO INCLUDE ALL REQUIREMENTS OF REPORTING BY AASHTO T99 OR AASHTO T180. SUB -BASE TESTING 1. PROCTOR (AASHTO T99 OR AASHTO T180) - VALID PROCTOR FOR SUB -BASE MATERIAL IS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. PROCTORS ARE VALID FOR 1 YEAR FROM THE DATE ORIGINALLY TESTED. PROCTORS OVER 1 YEAR OLD MAY BE USED IF "1 POINT" VERIFICATION IS PERFORMED BY THE TESTING AGENCY. 2. DENSITY TESTING RESULTS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. THE TESTING FREQUENCY FOR MATERIALS PLACED IN THE ROADWAY SECTION SHALL BE 1 TEST PER EACH 300 LINEAR FEET OF ROADWAY AND 1 TEST PER 10,000 SQUARE FEET OF GENERAL FILL AND EMBANKMENT AREA FOR EACH LIFT. COMPACTION REPORTS ARE TO INCLUDE ALL REQUIREMENTS OF REPORTING BY AASHTO T99 OR AASHTO T180. BASE TESTING 1. PROCTOR (AASHTO T99 OR AASHTO T180) - VALID PROCTOR FOR BASE MATERIAL IS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. PROCTORS ARE VALID FOR 1 YEAR FROM THE DATE ORIGINALLY TESTED. PROCTORS OVER 1 YEAR OLD MAY BE USED IF "1 POINT" VERIFICATION IS PERFORMED BY THE TESTING AGENCY. 2. DENSITY TESTING RESULTS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. THE TESTING FREQUENCY FOR MATERIALS PLACED IN THE ROADWAY SECTION SHALL BE 1 TEST PER EACH 300 LINEAR FEET OF ROADWAY AND 1 TEST PER 10,000 SQUARE FEET OF GENERAL FILL AND EMBANKMENT AREA FOR EACH LIFT. COMPACTION REPORTS ARE TO INCLUDE ALL REQUIREMENTS OF REPORTING BY AASHTO T99 OR AASHTO T180. flu CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING bmwWhA'sbefow. UNDERGROUND WORK Call beknyoudia 208-342-1585 CT SIT Tl NAVD 88 DATUM VICINITY MAP III = 600' BENCH MARK 1. BM #1 CHISELED "X" LOCATED IN EXISTING CURB WEST SIDE OF ENTRANCE ELEV= 2635.08. SHEET INDEX C1. COVER SHEET, NOTES & VICINITY MAP C2. HORIZONTAL CONTROL C3. GRADING & DRAINAGE PLAN C4. DRAINAGE DETAILS LEGEND PROPERTY BOUNDARY LINE 6" EXTRUDED CURB EP EDGE OF PAVEMENT ASPHALT SWALE sob 6" ADS FLEX PIPE FROM DOWNSPOUTS TO DRAINAGE SYSTEM ® ROOF DOWNSPOUTS O CLEAN -OUT MONITORING WELL EXISTING LOT LINE SD EXISTING STORM DRAIN SS EXISTING SEWER SERVICE W EXISTING WATER SERVICE - - - - - - - EXISTING VERTICAL CURB EXISTING EASEMENT LINE EXISTING GROUND CONTOUR PROPERTY CORNER PIN �E ELECTRIC TRANSFORMER LW EXISTING WATER METER FIRR EXISTING SPRINKLER VALVE EXISTING STREET LIGHT OS EXISTING SEWER SERVICE MARKER OW EXISTING WATER MANHOLE EXISTING FIRE HYDRANT ' EXISTING TREE OWNER KURT HATHAWAY HATHAWAY DEVELOPMENT 3160 CHAPARRAL DRIVE IDAHO FALLS, ID 83404 (208) 569-2885 ARCHITECT GLEN WALKER, NCARB ADP ARCHITECTS 1891 N. WILDWOOD ST. BOISE, ID 83713 (208) 353-0734 LAND SURVEYOR SEAN P. SULLIVAN, P.L.S. DAVID EVENS AND ASSOCIATES INC. 9925 EMERALD ST. BOISE, ID 83704 (208) 585-5858 GEOTECHNICAL ENGINEER MONICA SACULLES, P.E. MATERIALS TESTING & INSPECTION 2791 S. VICTORY VIEW WAY BOISE, ID 83709 (208) 376-4748 CIVIL ENGINEER DERRITT KERNER, P.E. ROCK SOLID CIVIL LLC 270 N. 27th ST. SUITE 100 BOISE, ID 83702 (208) 342-3277 UTILITY REPRESENTATIVES UTILITY REPRESENTATIVES PHONE GAS INTERMOUNTAIN GAS 208 377-6839 ELECTRICITY IDAHO POWER 208 388-6320 TELEPHONE CENTURY LINK 1-877-290-5458 SEWER CITY OF MERIDIAN 208 888-4433 WATER CITY OF MERIDIAN 208 888-4433 PUBLIC ROADS ADA COUNTY HIGHWAY DISTRICT 208 334-8000 IRRIGATION NAMPA MERIDIAN IRRIGATION 208 466-7861 FIRE CITY OF MERIDIAN 208 888-4433 1 J C N 00 V U m +� 00 Eo r E N M Ou O v� N 4tdon J ;mM (1)C) o�o� e N N - 1 O c +� co vi c � 0 � � a o 0 L o p vZ v c o V 5)r N 0 w U 0 z LL U) (--) CD CD n Q 7 = > w CD N w L-1 F- CO CC o a- CD w CD _ 1--- CD wz Cn � z CD Q cn zoz LLi w Q = Cn > C/') Q w <C z U CC � w Q CD J zUULL_ J v") C) w j J w C� z CC Qf J of > _z Q= Cw J Q a- U >a-w0 w w Q Of w J Cl) z o CD= o O Q p V) D CD U Cn �L�iY=CDO w =UwO ~LL �zaLdo M Q Lu Q co O z = J LLJ Q LL_ Q LLJ CV Cfl 2 N Q06 _� CN E a) 6 z a _ z N N O Q) U) Stamp o0 E NSF4o 1788T -' 0�,9TF OF �RITT Y, Project No Drawn By: RSC-1945 PLC Date: 3 March 2020 Sheet No.