HomeMy WebLinkAboutFA-2.0 South Netherfield Way-1-1 MERIDIAN CITY APPROVAL
STREET LIGHTING PROJECT NOTES
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. DEMOLITION NOTES:
1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR Partners
2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT PUBLIC WORKS CONSTRUCTION (ISPWC).
HTTPS•//CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS.
2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH
3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL 2815 East 3300 South, Salt Lake City, UT 84109
AND ASSOCIATED WIRING. CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIGLINE (1-800-342-1585) FOR EXACT LOCATION A MINIMUM OF 48 HOURS (801) 305-4670 www.edmpartners.com
PRIOR TO DIGGING.
4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, T MIN. FROM FIRE HYDRANTS AND T MIN. FROM WATER
METERS. 3. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. EDM PARTNERS MAKES NO
CITY OF MERIDIAN STANDARD NOTES (REV. 2018) GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, EITHER IN SERVICE OR
5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET ABANDONED. FURTHERMORE, EDM PARTNERS DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
GENERAL TO REQUESTING FINAL INSPECTION. TAKE EVERY PRECAUTION TO PRESERVE AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR WITH THE PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED.
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY
ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF CONSTRUCTION.
THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT{ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS
SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 5. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE CONTINUE TO EXPOSE NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE GW, GP, GM, SW, SP, SM IN OWNER:
OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM (USCS). SEE GEOTECHNICAL REPORT FOR ADDITIONAL Dawson Ranch, LLC
CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR INFORMATION.
WASTEWATER FACILITIES - GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS (10 STATES STANDARDS), 6865 S. Pemberley Pl.
SITUATION IS RESOLVED. AWWA MANUAL M24 - CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 6. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL BE INSPECTED BY THE GEOTECHNICAL CONSULTANT Meridian, ID 83642
CONSTRUCTION NOTE NO. 1. TO VERIFY SUITABILITY OF SUBGRADE FOR PLACEMENT OF STRUCTURAL FILL. THE EXPOSED SUBGRADE MUST BE IN A Contact: arron Langston
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL COMPACT, FIRM AND STABLE CONDITION PRIOR TO FILL PLACEMENT. THIS WILL BE CONFIRMED BY PROOF-ROLLING THE J g
TIMES. PHONE: (208)724-6239
2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A MINIMUM SUBGRADE IN A MANNER ACCEPTABLE TO THE TESTING AND INSPECTION CONSULTANT.
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS," SUBSECTION
541.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE WATER MAIN TO CROSS, A 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED OFF-SITE LOCATION.
TO START OF WORK. MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND THE CLASS A EFFLUENT THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE.
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON EACH SIDE OF THE CROSSING EQUAL
REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. TO TEN (10) FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL TO NON-POTABLE WATER MAINS (SANITARY 8. CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS REQUIRED BY ANY POLITICAL SUBDIVISION OR NOTES:
SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE NON-POTABLE AGENCY.
MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A EFFLUENT MAIN AND THREE (3) FEET HORIZONTALLY FROM 1. This drawing is considered preliminary unless
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED BELOW THE CLASS A EFFLUENT MAIN. 9. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT DURING DEMOLITION affixed with a municipal approval or
MAY NOT OPEN OR CLOSE WATER VALVES. AND REMOVAL OPERATIONS. accompanied by a separate approval document.
3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR POTABLE 2. All sanitary sewer improvements shall conform
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION SERVICE 10. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE MATERIAL RUNOFF with the standards and specifications of the
M THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE FROM LEAVING THE SITE OR ENTERING THE PUBLIC RIGHTS-OF-WAY. City of Meridian.
MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR 3. All culinary water improvements shall conform
NOTE NO. 1. PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 11. CONTRACTOR SHALL CLEAR AND GRUB PER THE GEOTECHNICAL REPORT RECOMMENDATION WITHIN THE CLEARING LIMITS with the standards and specifications of the
SHOWN ON THE CONSTRUCTION PLANS. ADDITIONAL DEPTHS MAY BE NECESSARY TO OBTAIN SUITABLE SUBGRADE MATERIALS City of Meridian.
8. WORK SUBJECT TO APPROVAL ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER - DO AS DETERMINED BY THE GEOTECH CONSULTANT. 4. All improvements in the public right of way
PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. NOT DRINK IN BOTH ENGLISH AND SPANISH. shall conform with the standards and
12. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND VEGETATION WHERE STRUCTURAL FILL IS TO specifications of the Ada County Highway
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER BE PLACED. CONTRACTOR SHALL STOCKPILE IN DESIGNATED ON-SITE SPOIL PILE LOCATION FOR LANDSCAPING. MATERIAL IN District (ACHD) and the Idaho Standards For
DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), THE CITY OF EXCESS OF THE LANDSCAPING NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE LOCATION. Public Works Construction-ACHD Supplement
RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF THE "LIST OF APPROVED BACKFLOW (ISPWC-ACHD).
CONSTRUCTION PLANS. PREVENTION ASSEMBLIES" PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, 13. ITEMS SHOWN ON SHEET C-2.0 REPRESENT THE EXISTING CONDITIONS OF THE SITE PRIOR TO CONSTRUCTION. 5. All private improvements shall conform to Idaho
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING UNIVERSITY OF SOUTHERN CALIFORNIA (USC). Standards For Public Works Construction
14. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE (ISPWC) standards and specifications.
PRIOR TO CONSTRUCTION. 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. FORTY-EIGHT REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO 6. Contractor to field locate and verify the
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT
(48) HOURS ADVANCE NOTICE IS REQUIRED. VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE horizontal and vertical location of all utilities
COMPACTION TESTS. prior to beginning work.
FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS
FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER.
UTILITY NOTES:
ROADWAY 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF
WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT.
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO AN CONSTRUCTION. ADA COUNTY HIGHWAY DISTRICT (ACHD) NOTES COORDINATE WITH ROB WHITNEY AT IDWR WESTERN REGION (334-2190).
1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE LATEST 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO ADJACENT
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER
ZONE. SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY OVERHEAD POWER LINES AND POLES AS REQUIRED.
APPROVED IN WRITING BY THE DISTRICT.
2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED OR EXISTING BUILDINGS ON THE SITE SHALL BE ABANDONED
WATER ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE MANUAL.
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING CONCRETE CURB GUTTERS, SIDEWALK, OR OTHER STREET IMPROVEMENTS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAIN FIELD AND ALL APPURTENANCES. ALL INLET AND
WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN THE OUTLET PIPING SHALL BE DISCONNECTED FROM THE SEPTIC TANK. ALL BURIED PIPE SHALL BE EXCAVATED AND TRACED FROM
GENERAL CONSTRUCTION NOTE NO. 1. DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE ROAD SECTIONS SHOWN ON THE THE SEPTIC TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAIN
ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS GREATER. FIELD AND SHALL EXCAVATE THE DRAIN FIELD SOILS TO AT LEAST THE MINIMUM OF GROUNDWATER LEVEL OR AS DIRECTED BY
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION OF THE DRAIN FIELD. THE DRAIN FILE SOILS SHALL BE DISPOSED
AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE OF OFF-SITE. AFTER INSPECTION OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAIN FIELD AREA WITH
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT STRUCTURAL FILL.
SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.'
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND APPROVED DRAINAGE NOTES
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 THROUGH INSPECTION SERVICES OF ACHD (208-387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. 1. ANY CHANGE FROM THE PLANS SHALL BE APPROVED IN WRITING BY THE DESIGN ENGINEER AND ACHD.
CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 2. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. APPROVED FOR CONSTRUCTION:
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT
LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION, AND CONCRETE CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN T OF SEASONAL HIGH These plans are valid for construction only with the
SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY ACHD. signature of the design engineer on the line below.
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER PERMIT THROUGH ACHD INSPECTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AN INSPECTION, REQUESTED
THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF TWENTY-FOUR (24) HOURS PRIOR TO CONSTRUCTION 3. NO DISCHARGE SHALL BE MADE TO THE STORM DRAIN SYSTEM UNTIL THE SITE IS STABILIZED AND PAVED. THE EXISTING STORM
TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). STARTING. DRAIN FACILITIES SHALL BE PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT
ESC/SWPPP PLAN AND AS DIRECTED BY THE CONTRACTOR' S PROJECT RESPONSIBLE PERSON. Approved Date
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 7, ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD 616 AND
AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC 4. CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION
.
PUBLIC WORKS INSPECTOR. HAS OCCURRED AND ALL BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. pNAI
8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE ENG1
DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 208-387-6258 (WITH FILE NUMBERS) FOR DETAILS. 5. ALL STORM DRAIN TRENCH AND STRUCTURE BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE �TF� : F�
z SEWER GEOTECHNICAL REPORT.
-B 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS 9. ACHD INSPECTION STALL WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA 14176
o WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 6. STORM DRAIN PIPING AND STRUCTURES SHALL BE TESTED IN ACCORDANCE WITH DIVISION 6 OF THE ISPWC. CONTACT
STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. (P�10/18/240 44/
N ENGINEER FORTY-EIGHT (48) HOURS IN ADVANCE TO COORDINATE WITNESS OF TESTING.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 10. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE y TF OF 0 J�-
w AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 7. CONTACT THE CITY OF MERIDIAN AND THE OWNER' S GEOTECHNICAL REPRESENTATIVE FOR INSPECTION OF PRIVATE STORM Rp R .
RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE DRAIN SYSTEMS DRAINAGE WINDOW EXCAVATIONS PRIOR TO PLACEMENT OF ANY SAND MATERIALS.
SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS COMPACTION TESTS.
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
0 11. FOR SUBDIVISION SIGN INSTALLATION, OUTSIDE INSTALLERS MOST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE GEOTECHNICAL NOTES: Farr Lateral
3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL RIGHT-OF-WAY PERMIT. 1. A GEOTECHNICAL INVESTIGATION WAS CONDUCTED AND A REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC. THE
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 REPORT IS DATED JANUARY 7, 2023 AND HAS A PROJECT NUMBER B222755g. THIS REPORT IS REFERRED TO WITHIN THESE Crossing
v 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH PLANS AS THE "GEOTECHNICAL REPORT". A GEOTECHNICAL REPORT ADDENDUM WAS ISSUED ON MAY 17, 2023.
M ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND POLICY AND EXISTING PAVEMENT� MARKINGS.SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
Note Sheet
13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON GRADING NOTES:
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 1. CONTRACTOR TO ADHERE TO ALL RECOMMENDATIONS PROVIDED BY PROJECT GEOTECHNICAL ENGINEER SPECIFICALLY, BUT
Q STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). NOT EXHAUSTIVELY, IN GEOTECHNICAL REPORT AND ADDENDUM. PROJECT:
13.A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE DRAWN BY: CRS
w ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2. CONTRACTOR TO COMPLY WITH ALL RECOMMENDATIONS WITHIN GEOTECHNICAL REPORT AND ADDENDUM FOR PROPER REVIEWED BY: ERB
N PRESSURIZED IRRIGATION 13.B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL SUBGRADE PREPARATION. THE GEOTECHNICAL ENGINEERING CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE
1. ALL CONSTRUCTION OF THE PRESSURE IRRIGATION SYSTEM SHALL COMPLY WITH THE LATEST EDITION OF THE BOISE PROJECT REPLACE THE ENTIRE ROADWAY SURFACE. SUBGRADE, ALONG WITH THE PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL REVISIONS:
BOARD OF CONTROL DESGIN STANDARDS AND STANDARD SPECIFICATIONS FOR PRESSURIZED IRRIGATION SYSTEMS. 13.C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH ENGINEERING REPORT. No. DATE REMARKS
x OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE.
H 2. INSTALL A REDUCED PRESSURE BACKFILL PREVENTION IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 13.D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY
PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR.
x (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 13.E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION
v
BEGINS.
DRAINAGE 14. BRASS PLUGS SHALL BE PLACED AS RIGHT-OF-WAY MARKERS IN AREAS WHERE THE SIDEWALK IS OVERLAPPED BY THE
" 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR
RIGHT-OF-WAY. BRASS PLUGS MUST BE USED IN LIEU OF REBAR PINS. BRASS PLUGS MUST BE PLACED PRIOR TO FINAL DATE:
o ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND INSPECTION AND ACCEPTANCE. October 9, 2024
Q CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE
INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. SHEET NUMBER:
FAa
Q 290
A