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HomeMy WebLinkAboutCC - Construction Plans r APPROVED FOR CONSTRUCTION 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 those facilities in compliance with all current - - - applicable federal,state,and local laws,rules,regulations,ordinances, - development agreements,specifications,orders of 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. _ Name Codee Krausch Date 10/11/23 - Permit Number LD-MISC-2023-0013 ' /-1//LL CONSTRCJCT/ON I I This Document, and the Concepts, Ideas. and Design Incorporated -1 323 2— -1 /A2 S'TREET WA7ER SERL/ICES herein are an instrument of professional services and are the ,�-� Property of Mason and Associates, Inc., therefore they are not to Coll be used in whole or part for any other project without the N A PART OF THE NW 1A SECTION 7, T.3N, R.1E, B.M. express Written Authorization of Mason and Associates, Inc.© oz _ CITY OF MERIDIAN, ADA COUNTY, IDAHO All construction shall conform to the 2020 edition of the Idaho a z ioRcoAnonl I VICINITY MAP 2023 Standards for Public Works Construction, most current edition of n~. Q z SCALE 1"=500' City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. w I o I I I - E. WASHINGTON AVE.- — I L E. CARLTON AVE( — _F IU _ E. STATE AVE LEGEND m — E. PINE AVE — O i 0 10 20 40 ® Project Benchmark (TBM) Z O Existing Power Pole SNOISIA321 Scale: 1"=20' O Existing Telephone Riser N I Existing Water Meter Existing Sign U Deciduous Tree m � 4 j `oo,, __ Natural Ground Contour Line Z CO Z Y ED Existing Water �s U ------EP------ Existing Edge of Pavement p p U Q ------EG-----7 Existing Edge of Grovel ............. Existing Overhead Power 110. s�Gris CS i . I \, 13A i i ---cas------ Existing Underground Gas Q _ �._ 1 CAS ---- S--11 � i n 1 ' (ni ------UGT--- - Existing Underground Telephone o Q. z do °o CS W U'L W "a �i Q iW _....._.. - ,.. F0W -- Existing Face of Walk o °Qo �o yR Q v , i t Bc?W------ Existing Back of Walk o a a&' oJ�°Qo�m�� °4° 1 •V1 M m PNT Existing White Paint Stripe 1 Existing Yellow Dashed Paint Stripe I i �' EP Edge of Pavement a- W°gyp ---- °p�g9 — BLOB----__ Building oa I 1, Ws Water Service Lateral as°Qa °4 � �� ,-1, ii I Water Meter Setter Ub � �1do 41 ! G1_ 4 11 rJ —————— Neat Line Sowcut ` P 0 EP- 02. 4 I �2 9 ° ° ONDQITd 4 °ti I o Ia ci u GA'_ ' 9� Q ' N W PROJECT BENCHMARKS M v I M -_ _-BLDG----- i }it v� N z i Gl tP - t1 T CHISELED "X" ON NORTHEAST CORNER OF Qq ° owER I TRANSFORMER PAD. 13' WEST OF THE WEST EDGE I g ►� AS 1 p v �' STUB I I it i 1sn�e v f `j�-ABANSON WA 2" p sERVICE IN ACCORDANCE '11 i i OF PAVEMENT OF 2 1/2 STREET AND NORTH SIDE Lh ? OF DRIVEWAY FOR 1323 2 1/2 STREET CONDUIT M � WI7j� ITY STAN ARDS i � � i 4 F,o 197 LF 1-1/2" WATER 2002 TRANSFORME �'A'%fit i 1/ '1 NETWORK GEOID 18 ELEVATION=2602.50' Z c SERVICE PAD ,Ij I i m i _K ; ' NOTES WS fi i... I • �471 i 0 230 LF 1-1/2" WATER o�4 �i 1 A — —-Ti E 1. WATER SERVICES SHALL BE 3/4" DOUBLE V y i o SERVICE 314" DOUBLE 0 42 LF 1 WATER i r SERVICE, IMTH 3/4 WATER METERS, & 3/4 >C i o 20' MDE WATER sERV►cE. SERVICE , i METER SETTERS. CONSTRUCTED PER MERIDIAN • O O 1 N ASPHALT DRIVE SEE NOTE 1. i CONNECT TO a I I I► � � I �' I EXIST. WATER w i SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, (/�40 O)a i _BG______.._____EG , I MAIN. HOT TAP LI I I ; SD-W1 AND SD-W3. WATER SERVICE LATERALS 0 0) EL ' _ EP EP EP 'i r CITY W i� ' ' 2s02 SHALL BE 1-1/2" DIAMETER FROM SERVICE Z (5 O 1 0 I APPROVED � i i Z a ; cQNTRACTOR. �; j CONNECTION TO HOUSE CONNECTION. ALL COVERS O Y O 0.2 �Q ' SHALL BE TRAFFIC RATED (TYP.). U . q O E W oN SHEET INDEX o L LX JQ SHEET 1 COVER SHEET/WATER SERVICE DESIGN i o 2\ ti ! w SHEET 2 - GENERAL NOTES & SPECIFICATIONS %V�j j I (N N Z N i 9212 o �__.... -BLDG-----_J EP TE Of t0� o Q N '1 U m o W O 0) > = Ui 10 �• ( //�} /VN v w > LAJ 41 o 1 � Z W � w vW � W LL U, Z � = - ovN � z � JN � w Q = V c=n APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance - - - - - - with Meridian City Standards and Specifications.This review does not - - - - relieve the owner,engineer o contractor of the responsibility, ibility to design and/or construct those fiat lities in compliance with all current - - - - - applicable federal,state,and local laws,rules,regulations ordinances, development agreements,specifications,orders of 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. - Name Codee Krausch Date 11/03/23 - Permit Number LD-MISC-2023-0013 - This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of a City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. v, w � oS GENERAL CONSTRUCTION t SEWER DRAINAGE o 0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE. Q STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERALCN SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE CONSTRUCTION NOTE NO. 1. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR w REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE ¢ N IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES HOWEVER ANY ROOF DRAINAGE o 0 BE THE CONTROLLING STANDARDS OR SP CIFICATIONS. SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE 1T IS AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN THE APPROPRIATE PERMIT. >. Q 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 0p AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA p THE CITY WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). z ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ROADWAY SNOISIA38 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER N ON SITE AT ALL TIMES. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A I 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 SECTION 542:07 OF THE RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST .TWENTY-FOUR (24) HOURS PRIOR , 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION TO CONSTRUCTION. C CONFERENCE PRIOR TO START OF WORK. IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE Ud WASTEWATER RULES (IDAPA 58.01.16) 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY. WHEN MATERIALS ARE ON SITE OR INSPECTION TRENCHES ABOVE THE PIPE ZONE ca m OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE p >: PRIOR NOTICE. SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 2 Y cc, � U � 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. v Q THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE SUPPLEMENTARY.NOTES 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE C i i APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS THAT HAVE PUBLIC REUSE MAIN OR SERVICES 1. CONTRACTOR(S) SHALL- RETAIN AND PROTECT ALL EXISTING FEATURES BOTH ABOVE AND BELOW GROUND, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS.INSTALLED ON THIS PROJECT MEET THE UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. ro SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE ato z IDAHO RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED 2. MASON & ASSOCIATES, INC. WILL PROVIDE CONSTRUCTION STAKES AS REQUESTED BY OWNER. w 'a 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) STANDARDS FOR WASTEWATER FACILITIES - GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF SANITARY o a BACKFILL.ING TRENCHES FOR PIPE; (8) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE (D) ENGINEERS (10 STATES STANDARDS), AWWA MANUAL M24 - CHAPTER 24 AS WELL AS THE STANDARDS AND 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING PLACING OF ASPHALT PAVING. SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ANY N01'S, AND PREPARING A POLLUTION PREVENTION PLAN (PPP) IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE EPA AT (208) 334-9489 FOR THE REQUIRED a 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE OWNER/DEVELOPER AT LEAST 48 HOURS - BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL, SUCH INSPECTIONS SHALL BE A MINIMUM OF TEN (10) FEET 1N ACCORDANCE WITH IDAPA 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING PRIOR TO THE BEGINNING OF THE CONSTRUCTION. NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN WATER SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DE LPE APPROVED CONSTRUCTION PLANS. I I Q/Q AND POTABLE WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL 4. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE BE MAINTAINED AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE �+�,} ,,,�4 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY SLEEVE TO A DISTANCE ON EACH SIDE OF THE CROSSING EQUAL TO TEN 10 FEET. CLASS A EFFLUENT TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE APPROVAL IN WRITING PRIOR TO CONSTRUCTION. DISTRIBUTION MAINS INSTALLED PARALLEL TO NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR THE u AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN COST OF RE-ESTABLISHING SAID POINTS. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN (� IF THE NON-POTABLE. MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A EFFLUENT MAIN AND � ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY 5. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED BELOW � DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE THE CLASS A EFFLUENT MAIN. FROM THE CITY ENGINEER. FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES CONSTRUCTION AREA. OR POTABLE WATER MAINS SHALL BE MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE WATER - EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTACT Z O . - Q .•. PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.016). DIG-LINE AT 1-800-342-1585. REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. V 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS. CARRYING THE WARNING CAUTION:RECYCLED 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY WATER-DO NOT DRINK BOTH IN ENGLISH AND SPANISH. O y SEWER, STORM DRAIN, AND IRRIGATION SHALL BE A MINIMUM OF TEN 10 FEET WHERE IT IS WATER SYSTEM IS CONNECTED TO THE (Go O�•a ) ( ) 5. AN APPROVED BACKFLOW .PREVENTER IS REQUIRED IF RECYCLED WA E NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN POTABLE WATER SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL (�q E� EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN QUALITY (DEQ), THE CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF Z E. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR V Y 2 00 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16): CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). •Q 1--: W p•�v 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES w J O at p . ,.� WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. U 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 SECTION 542.07 OF THE N N N IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE j Z II WASTEWATER RULES (IDAPA 58.01.16). Q Q 0 z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). p O Z 2 p 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING m WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR p 's U °' o W SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. O PRESSURIZED IRRIGATION U � 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. U 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLELLC IL WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE SYSTEM MUST BE APPROVED BY THE ti� �iEiV ,..� W DEPARTMENT OF ENVIRONMENTAL QUALITY DE AND THE CITY OF MERIDIAN WATER DEPARTMENT. ` • Z IDAHO DE Q ( Q) �" Z W 921 CJ) jE0F At 0 N O tjCeoh+tr~ Z`� w Z Z N � V C4 z z JNZ w a 0 55