C1.0_COVER SHEET, LEGENDS, AND CONTACTSPROFESSIO N AL E
OHADIFOETA
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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
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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
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------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