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WATTS MERIDIAN MEDICAL PARTNERS
STANDARDS, SPECIFICATIONS AND DRAWINGS Z pl. 004.
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RIGBY WATTS & CO
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GENERAL CONSTRUCTION WATER SEWER �S\ONA L FN
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1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR PUBLIC DRINKING 1 CONSTRUCTION F THE SEWER SYSTEM HALL CONFORM T THE STANDARDS THEWASTEWATER R E IDAPA 1 1 A c�CONS UC ONO S WE S S S CON O O S N SIN RULES 58. 6) S
WORKS CONSTRUCTION(ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS), WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. a
MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 02/02/24
THE IDAHO TRANSPORTATION DEPARTMENT(ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND u� �0
STANDARDS OR SPECIFICATIONS. DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE OF
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) C/j�
READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE).FAILURE TO HAVE ACCESS TO A CURRENT CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). S M .
COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORKORDER UNTIL THE SITUATION IS RESOLVED. AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS
4. ALL CONTRACTORS, SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
START OF WORK. WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). O
REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A M--�
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM STORM WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS,DRAINAGE SWALES).
OPEN OR CLOSE WATER VALVES. WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS,DRAINAGE SWALES). M--�
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS
THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC PRESSURIZED IRRIGATION
INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. WORKS INSPECTOR.
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. M
9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS I. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING I-�--I
DEPARTMENT,AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE CLASS ccA» MUNICIPAL WASTEWATER RECLAMATION AND REUSE CONSTRUCTED.
RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE
CONSTRUCTION PLANS. PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS THAT HAVE PUBLIC REUSE MAIN OR SERVICES. AND THE CITY OF MERIDIAN WATER DEPARTMENT.
PRIOR TO CONSTRUCTION.
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO
FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE RECYCLED WATER RULES (IDAPA 58.01.17),WASTEWATER RULES(IDAPA 58.01.16),RECOMMENDED
APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. STANDA OF SANITARY
ENGINEERS (10 STATES STANDARDS),DS FOR WASTEWATER I AWWA MANUAL MLITIES-GREAT 24S-UPPER S ISSIPPI RIVER BOARD
CHAPTER 24 AS WELL AS THESTANDARDS AND ROADWAY � O
SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY
MINIMUM OF TEN(10)FEET IN ACCORDANCE WITH IDAPA 58.01.08,"IDAHO RULES FOR PUBLIC DRINKING WATER CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. n
SYSTEMS,"SUBSECTION 542.07.WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE
WATER MAIN TO CROSS,A MINIMUM OF EIGHTEEN(18)INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND PIPE ZONE.
THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD
EACH SIDE OF THE CROSSING EQUAL TO TEN(10)FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL TO SUPPLEMENTAL SPECIFICATIONS. THE NOTE SHALL STATE THAT NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC h--1
NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
(5) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A
EFFLUENT MAIN AND THREE(3)FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS
LOCATED BELOW THE CLASS A EFFLUENT MAIN M�
3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR POTABLE h--�
WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION
SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN(18)INCHES OF VERTICAL SEPARATION DRAINAGE W P4
SHALL BE MAINTAINED,AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE
IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE.
WASTEWATER RULES (IDAPA 58.01.16).
4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION.
WATER-DO NOT DRINK,IN BOTH ENGLISH AND SPANISH. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND
5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER CERTIFICATION OF DRAINAGE FACILITIES;HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE M--�
SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ), INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.
THE CITY OF MERIDIAN WATER DEPARTMENT,AND LISTED IN THE MOST CURRENT VERSION OF THE LIST OF I-i
APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION
CONTROL AND HYDRAULIC RESEARCH,UNIVERSITY OF SOUTHERN CALIFORNIA(USC).
6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES.
FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED.
GENERAL NOTES ENGINEER'S NOTES TO CONTRACTOR
I. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES
LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF
CONSTRUCTION,AND REPORT ANY DISCREPANCIES TO THE ENGINEER. OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE z
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
2. ANY AND ALL DISCREPANCIES IN THESE PLANS ARE TO BE BROUGHT TO SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY a ui
THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. IF 0
UTILITY LINES ARE ENCOUNTERED DURING CONSTRUCTION THAT ARE NOT IDENTIFIED BY THESE PLANS, o N
3. ALL CONSTRUCTION SHALL ADHERE TO MERIDIAN CITY AND ISPWC CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. v
STANDARD PLANS AND SPECIFICATIONS.
2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE U
4. ALL UTILITIES AND ROAD IMPROVEMENTS SHOWN ON THE PLANS CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL
HEREIN SHALL BE CONSTRUCTED USING REFERENCE TO SURVEY PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 3
CONSTRUCTION STAKES PLACED UNDER THE SUPERVISION OF A TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE z w
PROFESSIONAL LICENSED SURVEYOR WITH A CURRENT LICENSE ISSUED BY CITY,THE OWNER,AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN O o
THE STATE OF IDAHO. ANY IMPROVEMENTS INSTALLED BY ANY OTHER CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING � Q co
VERTICAL OR HORIZONTAL REFERENCE WILL NOT BE ACCEPTED OR FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. W
CERTIFIED BY THE ENGINEER OF RECORD.
3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
5. THIS DRAWING SET IS SCALED TO BE PRINTED ON A 24" X 36" SIZE OF RESPONSIBLE FOR, OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES
PAPER (ARCH. D). IF PRINTED ON A SMALLER PAPER SIZE, THE DRAWING WILL TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. }
NOT BE TO SCALE AND SHOULD NOT BE USED TO SCALE MEASUREMENTS a
FROM THE PAPER DRAWING. ALSO USE CAUTION, AS THERE MAY BE TEXT OR 4. ALL CONTOUR LINES SHOWN ON THE PLANS ARE AN INTERPRETATION BY CAD SOFTWARE OF FIELD
DETAIL THAT MAY BE OVERLOOKED DUE TO THE SMALL SIZE OF THE SURVEY WORK PERFORMED BY A LICENSED SURVEYOR. DUE TO THE POTENTIAL DIFFERENCES IN NOTES
DRAWING. INTERPRETATION OF CONTOURS BY VARIOUS TYPES OF GRADING SOFTWARE BY OTHER ENGINEERS OR L)z
CONTRACTORS,FOCUS DOES NOT GUARANTEE OR WARRANTY THE ACCURACY OF SUCH LINEWORK. FOR N
NOTICE THIS REASON,FOCUS WILL NOT PROVIDE ANY GRADING CONTOURS IN CAD FOR ANY TYPE OF USE BY THE NOT
CONTRACTOR. SPOT ELEVATIONS AND PROFILE ELEVATIONS SHOWN IN THE DESIGN DRAWINGS GOVERN
BEFORE PROCEEDING WITH THIS WORK,THE CONTRACTOR SHALL CAREFULLY APPROVED Scale: N/A Drawn: JMH m
CHECK AND VERIFY ALL CONDITIONS, QUANTITIES, DIMENSIONS, AND GRADE ALL DESIGN INFORMATION ILLUSTRATED ON THE APPROVED CONSTRUCTION SET. CONSTRUCTION
ELEVATIONS,AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER. EXPERTISE AND JUDGMENT BY THE CONTRACTOR IS ANTICIPATED BY THE ENGINEER TO COMPLETE FOR Date: 2/2/2024 Job#: 23-5011
BUILD-OUT OF THE INTENDED IMPROVEMENTS. o
CONSTRUCTION Sheet: N
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