HomeMy WebLinkAboutC1.00 Cover Sheet and General Notes THE
PICKLEBALL COURT SUBDIVISION LAND
- GROUP
GARDNER HOMES
4050 W. McMILLAN
City of Meridian - Standard Notes: City of Meridian - Standard Notes: Benchmark Notes: Vicinity Map:
CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL SEE SHEET C1.10 FOR BENCHMARK LOCATIONS "
REV. MARCH 2O18 REV. MARCH 2O18
GENERAL CONSTRUCTION PRESSURIZED IRRIGATION TBM. W CHINDEN BLVD
1. SCRIBED"X" IN SIDEWALK ELEV=2547.50
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH 2. 5/8" IR W/'TLG' PLASTIC CAP ELEV=2547.18 ?' .y• 4_
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS IT IS BEING CONSTRUCTED. ` - -Ilk
TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HORIZONTAL&VERTICAL DATUM:
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER 1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83) •1
HIGHWAY DISTRICT(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD).THE SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. OF ENVIRONMENTAL QUALITY(DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. '
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). DRAINAGE
FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE.
FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS ACHD Standard Notes■ o
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FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. °C a - o
1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR ACHD STANDARD CONDITIONS: ¢ °C
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. v J
SITE AT ALL TIMES. RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND v
PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR J ' w
4. ALL CONTRACTORS, SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION m I_APPROPRIATE PERMIT. RIGHT-OF-WAY. ` z � � � '� N z
CONFERENCE PRIOR TO START OF WORK.
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE
WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. Engineers Standard Notes: CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. PROJECT
4-6FP4
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE LOCATION
1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY.
CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR 7-1
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN I y
APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S W MCMILLAN ROAD
2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY
SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE
REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE.
WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE `
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING L
TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR
PAVING. DETAILS.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE Sheet Index:
PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE REQUIREMENTS OF ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY.
CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH Sheet Number Sheet Title y
ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT OR FILLED)ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. C1.00 Cover Sheet and General Notes
APPROVAL IN WRITING PRIOR TO CONSTRUCTION.
LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. C1.10 ExistingConditions and Demolition Plan
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES ACHD ROADWAY NOTES: C1.20 Project Overview
ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND C1.21 Street Lighting and Signage Plan
IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY GOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER. ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS OR THE ISPWC WILL BE O
C1.22 Mass Grading
ENGINEER. ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
WATER 5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND C1.50 SWPPP Site Plan
PROTECTED. THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR PUBLIC POLICY MANUAL: C1.55 SWPPP Details CJ
DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE C1.56 Waters of US Map
GENERAL CONSTRUCTION NOTE NO. 1. CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. O
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER,
CONSTRUCTION. 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, C2.00 Typical Sections and Details
CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C2.50 Drainage Details
STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE = p
7. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL
WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO C2.51 Pickleball Court Details
(ISPWC) WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A O
SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN TRAVEL LANE. C3.00 N.Joy Street Sta 10+00-Sta 14+40 cc co
RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER WRITING BY THE GOVERNING AGENCY. W z �
( ) 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS C3.01 N.Joy Street Sta 14+40-Sta 16+40 J
RULES (IDAPA 58.01.16). DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A J M
8. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CRITICAL FACTOR. C3.02 W. Riva Capri Street Sta 20+00-Sta 22+00 °O
3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER p
MAINS SHALL BE A MINIMUM OF SIX 6 FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE
( ) 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS C3.03 W. Riva Capri Street Sta 22+00-Sta 25+00 �
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CONSTRUCTION BEGINS. z
OTHERWISE NOTED. THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES WITHIN R/W(INCLUDING DRIVEWAY APPROACHES AND UTILITY C3.04 W. McMillan Road Q
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC p
DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16 . CUT STREET REPAIRS) PER THE FOLLOWING: C4.00 Jo Sewer Line pC
( ) ( ) 10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. 1.2.5.1. N.JOY STREET AND W. RIVA CAPRI STREET: MATCH THE EXISTING STREET PAVEMENT SECTION OR y w
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A THE SECTION NOTED ON DETAILS 2 AND 3/C2.00,WHICHEVER SECTION IS GREATER. C4.01 Riva Capri Sewer Line-Sta 40+00-Sta 42+00
STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). 11. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND 1.2.5.2. W. MCMILLAN ROAD:TO MATCH EXISTING OR 5-IN SP-3, 1/2-IN MIX ASPHALT, 4-IN OF 3/4-IN
INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS C4.02 Riva Capri Sewer Line-Sta 41+92.27-Sta 45+20
CRUSHED AGGREGATE, 25-IN OF 6-IN MINUS PIT RUN, WHICHEVER SECTION IS GREATER. C5.00 Water Plan
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES Revisions Q
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USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL BETWEEN THE INFORMATION SHOWN ON THESE PLANS AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND 1
COORDINATE WITH THE PUBLIC WORKS INSPECTOR. CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. C7.00 Pressure Irrigation Plan
SEWER REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR C7.01 Pond Design
RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA COST TO THE OWNER. DIVISION. CONTACT INSPECTION SERVICES AT 208-387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. C7.50 PIRR and Pond Details
58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. C7.51 Pump Station Design
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, 12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS,
EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN 4 PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS COORDINATE WITH ACHD INSPECTION STAFF ALL PAVEMENT L1.00 Landscape Plan
STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OFTEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE . , .TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT.
WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION
SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES 13. CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. Client / Owner / Developer: Project Engineer:
FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.), ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL
58.01.16). STANDARDS AT THE WORK SITE AT ALL TIMES. BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. GARDNER HOMES THE LAND GROUP, INC.
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR CONTACT: MATTHEW GARDNER CONTACT: LACIE MYERS, P.E.
MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 14. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD AS-BUILT ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR 2078 WEST EVEREST LANE 462 E. SHORE DR., SUITE 100
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL �+ MERIDIAN, ID 83646 EAGLE, ID 83616
DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). OF RECORD DRAWINGS. Certification of Compliance with Design Standards. PH: 208.917.9029 PH: 208.939.4041
4. PLACE SEWER SERVICE LINES IN A SIX(6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3)WORKING DAYS PRIOR TO THE START 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH EMAIL: MATTHEW.GARDNER@GARDNERGROUP.COM EMAIL: LACIE@THELANDGROUPINC.COM IpNAL E
CROSSES A STORM WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES SS ENSF�NG'l�
ROADWAY THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM a�
REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE Dig Line, Inc. 2t 39
RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY Gmlt�t
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CONSTRUCTION. Call Before You Dig! TF OF \�P�2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE l �ETHE PIPE ZONE. E IDIAAN*_�-- 811 K.Vi
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6MIQA E C4AM4C60�T Bupp4'rrre,l'iaec,hra[ Project No.: 121130
■ �i Date of Issuance: 05.08.2025
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� Project Milestone: CONSTRUCTION DOCUMENTS
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General Notes
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