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
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Project No
Drawn By:
RSC-1945
PLC
Date: 3 March 2020
Sheet No.