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Baratza Subdivision Phase 1
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Engineers Standard Notes■. City of Meridian - Standard Notes: ACHD Standard Notes. Vicinity Map:
1. TECHNICAL SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS. UPON SUBMITTAL OF A BID PRICE BY THE CONTRACTOR, IT IS CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL ACHD STANDARD CONDITIONS:
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RECOGNIZED THAT THE CONTRACTOR HAS REVIEWED THE TECHNICAL SPECIFICATIONS AND THE CONTRACTOR AGREES TO ABIDE BY THE REV. MARCH 2O18 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. PROJECT SITE N
REQUIREMENTS AND CONDITIONS CONTAINED THEREIN.
GENERAL CONSTRUCTION 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR RIGHT-OF-WAY. ATBM z
2. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE A 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS W. MCMILLAN RD.
RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR ON THE JOB SITE DURING ALL CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS OTHE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE
WORKING HOURS. STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284.
TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR TO #2
3. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK INDICATED IN THESE PLANS AND SPECIFICATIONS. ANY ITEM INDICATED IN SPECIFICATIONS. 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. TBM #3
THESE PLANS, BUT NOT ITEMIZED IN THE BID DOCUMENTS, WILL BE INCLUDED UNDER A BID SCHEDULE ITEM TO WHICH IT MOST PERTAINS.
2. THECONTRACTOR HALL HAVE A COPY F THE LATEST CITY F MERIDIAN STANDARDSPECIFICATIONSAND DRAWIN N SITE R READILY 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD 301 SD 303 AND SD 806. A TRAFFIC CONTROL PLAN WILL ALSO BE NECESSARY
W. UINTALE ST.
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4. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY EXAMINE ALL OF THE ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR REVIEW AND W.VISO ST. 1
CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED BEFORE ENTERING STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE.
INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS
PART AND/OR HIS NEGLIGENCE AND/OR FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT.
CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS.
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5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START Q
LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR IT'S CONSULTANTS ASSUMES NO LIABILITY FOR OF WORK. 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACHD PRIOR Y
THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES TO DISTRICT APPROVAL FOR OCCUPANCY. Q
OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO m
LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE z
TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COMPROMISED DURING ANY PHASE OF CONSTRUCTION. --
CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (1-800-342-1585) OR 811 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN17
PRIOR TO DIGGING. OR CLOSE WATER VALVES. ACHD ROADWAY NOTES: r�
1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND ACHD SUPPLEMENTAL , ;
6. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND �
OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. Sheet Index:
TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1.
1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE Sheet Number Sheet Title Sheet Number Sheet Title
7. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL:
FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. C0.00 COVER&NOTES SEWER PLAN &PROFILE
PROJECT MEET THIS REQUIREMENT AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER PRIOR TO FUND 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA
DISBURSEMENT COVERING SAID WORK. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. EXISTING CONDITIONS C6.00 OVERALL
AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF C0.10 WEST C6.01 W. QUINTALE ST.
8. WORK SUBJECT TO AGENCY OR PROJECT ENGINEER'S APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE
PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL ENTIRE ROADWAY SURFACE. CO.11 EAST C6.02 W. QUINTALE ST.
SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO DEMOLITION PLAN C6.03 W. QUINTALE ST.
CONSTRUCTION. 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES DURING THE LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. C1.01 WEST C6.04 N. BROCK AVE.
CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE GOVERNING AGENCY, AT NO EXTRA 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE C1.02 EAST C6.05 N. BRODY AVE.
COST TO THE OWNER. BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD
PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. SWPPP C6.06 N. SUNNY SIDE AVE.
10. ALL MATERIALS AND FINISHES SHALL BE AS PER DRAWINGS, DETAILS AND SPECIFICATIONS. SOME MATERIALS MAY REQUIRE SEVERAL WEEK C1.50 OVERVIEW C6.07 N. SEPINO AVE.
ORDER LEAD TIME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY AND ALL ORDERING LEAD TIMES, AND PROVIDING REQUIRED WATER 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE ALLOWED. CONTACT THE LANDSCAPE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS C1.51 AREA A C6.08 N. BARTOK AVE.
ARCHITECT IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE. (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD C1.52 AREA B C6.09 N. PLUM HOLLOW AVE. (NORTH)
RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE SECTION NOTED ON THE ASPHALT PAVING SECTION
11. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. EXISTING 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS GREATER. C1.53 AREA C C6.10 W. TORANA ST.
CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ND NON-POTABLE WATER MAIN C1.54 AREA D C6.11 W. TORANA ST.
NO ADDITIONAL COST TO THE OWNER. TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. C1.55 AREA E C6.12 W. TORANA ST.
12. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM WASTEWATER RULES (IDAPA 58.01.16). C1.56 AREA F C6.13 N. PALIO AVE. &N.APRICOT HILL AVE.
ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY CONSTRUCTION. 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION DIVISION. CONTACT INSPECTION
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR C1.60 DETAILS C6.14 N. PLUM HOLLOW AVE. (SOUTH)
13. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS NOTICE. PROJECT OVERVIEW C6.15 W.VISO ST. &N. LEMON TREE
CONSTRUCTION (ISPWC), LATEST EDITION, AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO THESE STANDARDS WILL BE THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF
ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY. THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT MARKINGS SHALL COMPLY C2.00 PROJECT OVERVIEW DRAINAGE & UTILITY PLAN
58.01.16). WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. STREET LIGHTING PLAN C7.00 OVERALL
14. THE CONTRACTOR SHALL PERFORM ALL CLEARING AND SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF ALL WORK
INDICATED ON THESE PLANS AND SPECIFICATIONS 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO C2.11 WEST C7.01 DRAINAGE AND UTILITY DATA
TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT C2.12 EAST C7.02 AREA A
15. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY SIGNAGE PLAN C7.03 AREA B
16. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS OTHERWISE NOTED. CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR.
Certification of Compliance with Design Standards. C2.21 WEST C7.04 AREA C
17. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. SEWER C2.22 EAST C7.05 AREA D
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN AREA E
18. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND INCLUDES THIS INFORMATION THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE ROADWAY PLAN &PROFILE C7.06
FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT C4.00 OVERALL C7.07 AREA F
REQUEST CLARIFICATION OF DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE C4.01 W. QUINTALE ST. C7.50 DETAILS r
THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S REPRESENTATIVE, HE IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN
SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE C4.02 W. QUINTALE ST. C7.51 DETAILS
THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE Client / Developer: Property Owners: C4.03 W. QUINTALE ST. C7.52 BASIN DETAILS
WASTEWATER RULES (IDAPA 58.01.16). CA19. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, EQUIPMENT AND MANPOWER LENNAR HOMES OF IDAHO LLC STEVE CARRIGAN C4.04 W. QUINTALE ST. GRAVITY IRRIGATION PLAN &PROFILE C
NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 408 S EAGLE ROAD, SUITE 100 1510 PARKSIDE DRIVE E
APPROACHES TO THE PROJECT. MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS EAGLE, ID 83616 SEATTLE,WA 98112 C4.05 N. BROCK AVE. C8.00 OVERALL
THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF CONTACT:JEFF CLEMENS PH:452.614.8088 C4.06 N. BRODY AVE. C8.01 BARATZA DELIVERY
20. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL BE THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA PH: 208.803.3500 O
C4.07 N. SUNNY SIDE AVE. C8.02 BARATZA DELIVERY
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE 58.01.16).
PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY Planning and Design: C4.08 N. SEPINO AVE. C8.03 COLEMAN SIPHON 1
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM C4.09 N. BARTOK AVE. PRESSURE IRRIGATION PLAN cc
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). THE LAND GROUP, INC. NO
ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. C4.10 N. BARTOK AVE. C9.00 OVERALL O
21. IF ANY ARCHAEOLOGICAL, CULTURAL OR HISTORICAL RESOURCES, OR ARTIFACTS OR OTHER FEATURES ARE DISCOVERED DURING THE 1. A L CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT EAGLE, ID 462 E. SHORE DR., SUITE 100 C4.11 N. PLUM HOLLOW AVE. C9.01 AREA A ■-
PH: 208.939.404.4041
COURSE OF CONSTRUCTION ANYWHERE ON THE PROJECT SITE, WORK SHALL BE SUSPENDED IN THAT LOCATION UNTIL A QUALIFIED FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. C4.12 W.TORANA ST. C9.02 AREA B y
PROFESSIONAL ARCHAEOLOGIST ASSESSES THE SIGNIFICANCE OF THE DISCOVERY. THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY CIVIL ENGINEER:JAMES W. GUTE, PE ute@theland rou inc.com) C4 ■� O
FINDS. IN CONSULTATION WITH THE ARCHAEOLOGIST AND THE GOVERNING AGENCY, APPROPRIATE MEASURES FOR PRESERVATION SHALL BE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. A g p .13 W.TORANA ST. C9.03 AREA C
LANDSCAPE ARCHITECT: MATTHEW T.ADAMS, PLA (matt@thelandgroupinc.com)
ESTABLISHED PRIOR TO THE COMMENCEMENT OF WORK. C4.14 W.TORANA ST. C9.04 AREA D
PRESSURIZED IRRIGATION LAND SURVEYOR:JAMES R. WASHBURN, PLS (jim@thelandgroupinc.com) ■�
22. CONTRACTOR SHALL HAVE A STAMPED AND APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS FOR PUBLIC WORKS 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING C4.15 W.TORANA ST. C9.05 AREA E
CONSTRUCTION (I.S.P.W.C.), LATEST EDITION, ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN STANDARDS AT THE WORK SITE CONSTRUCTED. Survey Data: C4.16 N. GRAND LAKE WAY C9.06 AREA E
AT ALL TIMES. C4.17 N. GRAND LAKE WAY C9.50 PUMP STATION DETAILS
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE 1. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1983 (NAVD83)
23. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD AS-BUILT INFORMATION DURING THE COURSE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF C4.18 N. GRAND LAKE WAY C9.51 PUMP STATION DETAILS O
OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE MERIDIAN WATER DEPARTMENT. 2. THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO STATE PLANE COORDINATES SYSTEM (NAD83), WEST ZONE,AS C4.19 W.VISO ST. LANDSCAPE PLAN
DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL OF RECORD DRAWINGS. DETERMINED BY GLOBAL POSITIONING SYSTEMS METHODS. ANY DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY
FEET. C4.20 N. PALIO AVE. & N. LEMON TREE L1.00 OVERVIEW
24. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START OF ALL WORK INCLUDING c9
WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. THE GENERAL CONTRACTOR SHALL COORDINATE 0 TBM #1: POINT#12 ROADWAY DETAILS L1.01 BLACK CAT ROAD N
THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, DESCRIPTION: 5/8" REBAR TLG CONTROL,WEST SIDE OF N. JOY ST., ± 74.5' NORTH OF MCMILLAN RD. CENTERLINE. C4.50 OVERALL L1.02 MCMILLAN ROAD cc
ACHD, ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. ELEVATION: 2547.13' 00
C4.51 INTERSECTION DETAILS L1.03 GRAND LAKE WAY 0
�I ID1AN*-- NORTHING: 723112.145'
25. CONTRACTOR SHALL COMPLY WITH ALL ADA ACCESSIBILITY REQUIREMENTS IN THE PUBLIC R.O.W THROUGHOUT THE DURATION OF THE IDAA O EASTING: 2440743.606' C4.52 INTERSECTION DETAILS L1.04 AREA A 25
PROJECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. Purl"
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C4.53 INTERSECTION DETAILS L1.05 AREA B
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DESCRIPTION: 5/8" REBAR TLG CONTROL, ±7.7'SOUTH OF 10' PATHWAY AT EAST BOUNDARY OF BARATZA SUBDIVISION. C4.54 INTERSECTION DETAILS L1.06 AREA C
R1 ELEVATION: 2549.57' C4.55 INTERSECTION DETAILS L1.10 LANDSCAPE NOTES
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■
Ft. Was NORTHING: 722912.667
4 Revisions
rT ■ ■ ■o ■ a EASTING: 2441099.633' C4.70 ROADWAY SECTIONS L1.50 LANDSCAPE DETAILS
�� � TBM #3: POINT#11 PRIVATE AREA GRADING L1.51 LANDSCAPE DETAILS 1
1 DESCRIPTION: 5/8" REBAR TLG CONTROL, ±212'SOUTH OF MCMILLAN RD., AND ±269'WEST OF EAST BOUNDARY LINE OF BARATZA C5.00 OVERALL L1.52 LANDSCAPE DETAILS
■ SUBDIVISION.
■ r ■ ELEVATION: 2547.50' C5.01 GRADING DETAILS L1.53 LANDSCAPE DETAILS
R �Milan- ■ ■ ■■ NORTHING: 722820.716' C5.02 GRADING DETAILS
EASTING: 2440826.599 C5.03 GRADING DETAILS
Dig Line, Inc.
Call Before You Dig!
M 811
SAL
568
04/15/2025
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Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
Cover & Notes
2-1
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