HomeMy WebLinkAboutC1.1 NOTES ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYORS
CITY OF MERIDIAN STREETLIGHT NOTES GENERAL DEMOLITION NOTES GENERAL CONSTRUCTION NOTES ACHD STANDARD NOTES ss\01'AL c,
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT(ACHD)RIGHT-OF-WAY �pF GIST
CURRENT VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS REQUIREMENTS OF THE CITY OF MERIDIAN,THE 2015 EDITION OF THE IDAHO REQUIREMENTS OF THE CITY PUBLIC WORKS DEPARTMENT,AND/OR THE COUNTY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC Q
TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),AND THE IDAHO HIGHWAY DISTRICT. WORKS CONSTRUCTION (ISPWC)AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO
2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED EXCEPTIONS TO DISTRICT POLICY, STANDARDS,AND THE ISPWC WILL BE ALLOWED UNLESS 227 6
2 ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE
UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W
WORK. USE THE ONLINE CITIZEN PORTAL AT ENTITIES. FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. �p 10/21/255 o
HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES,SAFETY DEVICES, 2. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR �, ATE OF SOP w
REQUEST INSPECTIONS. 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. EASEMENT INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION,TRENCH O P z
THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION AND CONCRETE WORK.ANY WORK TO ��/V RONNP
3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, 3. ALL WORK AND MATERIALS SHALL CONFORM TO THE 2015 EDITION OF THE I.S.P.W.C.,
REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR BE DONE WITHIN THE EXISTING RIGHT-OF-WAY WILL REQUIRE A SEPARATE PERMIT 0
BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIGLINE(1-800-342-1585) AND THE APPROPRIATE LOCAL AGENCIES. z
THROUGH ACHD CONSTRUCTION SERVICES DIVISION.THE CONTRACTOR WILL SCHEDULE
4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE FOR EXACT LOCATION A MINIMUM OF 48 HOURS PRIOR TO DIGGING. 4. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE PERMITS FROM ALL AND INSPECTION, REQUESTED THROUGH ACHD CONSTRUCTION SERVICES ZONE 0
L HYDRANTS AND 2' MIN. FROM WATER METERS. 3. ANY EXISTING UTILITIES SHOWN ON THIS PLAN ARE BASED UPON RECORD DRAWINGS GOVERNMENT/LOCAL AGENCIES PRIOR TO STARTING CONSTRUCTION. INSPECTION STAFF,208-387-6280,A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION
5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS.ATTACH A AND AS-BUILT SURVEY. BRECKON LAND DESIGN MAKES NO GUARANTEE THAT THE 5. ALL CONSTRUCTION IN THE RIGHT-OF-WAY SHALL CONFORM TO THE 2015 EDITION OF STARTING. 0 M
REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, EITHER IN THE I.S.P.W.C.AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL o N a)
ELECTRICAL PERMIT,OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS SERVICE OR ABANDONED. FURTHER, BRECKON LAND DESIGN DOES NOT WARRANT SPECIFICATIONS. NO EXCEPTIONS TO SPECIFICATIONS OR THE I.S.P.W.C.WILL BE 3. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY C N C <
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED WILL BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES STAFF OF ACHD, o m N 0 0
DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE = U oo (D m
AND HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE ENFORCING AGENCY. 208-387-6284, PRIOR TO INITIATING ANY CONSTRUCTION. U E 0 W 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND PROTECT
QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES (1) o 0 E o `t, o �
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PEDESTALS. ENGINEER OF RECORD IF UNEXPECTED FACILITIES ARE ENCOUNTERED. SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AND CITY OF MERIDIAN FOR COMPLIANCE WITH ADA STANDARDS.AS A REMINDER,SIDEWALK CROSS SLOPE SHALL a :9 0 0.0 m 0 N `o v o
AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION. NOT EXCEED 2.0%;THERE ARE NO"TOLERANCES"ALLOWED. "' ° a m o is z Q
4. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. v J w` J 3 = y m z
REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE NATIVE, 7. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER OF RECORD. 5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD 3 LL a co c3
CITY OF MERIDIAN CONSTRUCTION NOTES CITY OF MERIDIAN PRESSURE IRRIGATION NOTES UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE GW,GP, GM,SW, RIGHT-OF-WAY. DOMES SHALL BE CONSTRUCTED PER ACHD SD-712. DOMES SHALL BE _ o
SP, SM IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM(USCS). 8. THE CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EXCAVATION. CAST INTO THE CONCRETE STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED AND - Z
K 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDED CONSTRUCTION 1-800-342-1585. I ) 0
VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. SHALL BE COLORED'TRAFFIC YELLOW. 0
( ) CONSIDERATIONS,AS CONTAINED IN THE PROJECT GEOTECHNICAL ENGINEERING 9. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE 0
THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION REPORT. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR
ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR REQUIREMENT PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE m
COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO 5. AFTER REMOVAL OF ALL DEBRIS,THE EXPOSED, EXCAVATED AREA SHALL BE ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ISPWC. , W
THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL INSPECTED BY THE PROJECT GEOTECHNICAL ENGINEER TO VERIFY SUITABILITY OF
TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE (QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT ANY AND ALL UNDERGROUND UTILITIES.
STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. SUBGRADE FOR PLACEMENT OF STRUCTURAL FILL. THE EXPOSED SUBGRADE MUST 7. ALL WATER VALVES, BLOW-OFFS,AND MANHOLES SHALL BE GRADED AND PLACED SO AS
BE IN A COMPACT, FIRM AND STABLE CONDITION PRIOR TO FILL PLACEMENT. THIS 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTERS,SIDEWALK OR OTHER STREET o
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD WILL BE CONFIRMED BY PROOF-ROLLING THE SUBGRADE IN A MANNER ACCEPTABLE EXISTING UTILITIES AND IMPROVEMENTS.ANY DAMAGE TO EXISTING FACILITIES OR IMPROVEMENTS.
SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES TO THE TESTING AND INSPECTION CONSULTANT. IMPROVEMENTS RESULTING FROM THE CONTRACTOR'S OPERATIONS, SHALL BE -
DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO GENERAL ACHD NOTES REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. °
A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED
FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 1. THE ENGINEER SHALL COMPLY WITH ACHD POLICY SECTION 3100-CERTIFICATION OF MATERIALS AT AN APPROVED OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME 11. IF THE OWNER/CONTRACTOR ELECTS TO IMPORT FILL MATERIALS,WASTE SOIL SHALL UNLESS APPROVED IN WRITING BY THE DISTRICT.CONTACT THE DISTRICT'S UTILITY
J COMPLIANCE WITH DESIGN STANDARDS.THE FOLLOWING STANDARD NOTE SHALL BE RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. BE HAULED TO AN OFFSITE DISPOSAL SITE FURNISHED BY THE CONTRACTOR. COORDINATOR AT 208-387-6258(WITH FILE NUMBERS)FOR DETAILS.
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY INSERTED ON THE TITLE SHEET OF ALL PLANS SUBMITTED FOR ACHD REVIEW AND 0
THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 7. CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS 12. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. STAKING SHALL BE g. REPAIR OR REPLACE ANY DAMAGED OR DEFICIENT FACILTIES ALONG LOCUST GROVE ROAD 0
APPROVAL: REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENCY. PERFORMED BY A REGISTERED LAND SURVEYOR WITHIN THE STATE OF IDAHO. '
AND RALSTIN STREET ABUTTING THE SITE
4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND . z
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A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN 8. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK,AS NECESSARY, 13. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR THE FOLLOWING PRIOR TO w
SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. CONSTRUCTION: 10. CONSTRUCT ALL PAVEMENT MATCHES(INCLUDING DRIVEWAY APPROACHES AND UTILITY
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO CUT STREET REPAIRS)WITHIN ACHD RIGHT-OF-WAY SHALL BE CONSTRUCTED TO MATCH o
SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD 9. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL A. 6"MINUS UNCRUSHED AGGREGATE BASE COURSE FOR PAVEMENT SECTION. THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL
PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. POLICY SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES, LISTED BY DATE OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE,OR ENTERING THE ARTERIAL ROADWAYS SHALL BE SP-3,0.50 INCH(1/2")MIX, PG 64-28 FIVE INCHES(5")THICK, w
PUBLIC RIGHTS-OF-WAY. B. 3/4"MINUS CRUSHED AGGREGATE BASE COURSE FOR PAVEMENT SECTION. AS A MINIMUM WITH 4"OF 3/4"BASE AND 26"OF 6"MINUS PIT RUN.COLLECTOR, LOCAL
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO AND SHORT DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE. z
THE REQUIRED TESTING.THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER 10. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED SOILS WITHIN CLEARING C. ASPHALT PAVEMENT MIX DESIGN FOR PAVEMENT SECTION. COMMERCIAL,AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH(1/2")MIX, Copyright c�2025
2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT LIMITS SHOWN ON THE CONSTRUCTION PLANS TO DEPTHS AS RECOMMENDED PER PG-64-28 THREE INCHES(3")THICK,AS A MINIMUM WITH 4"OF 3/4"BASE AND 20"OF 6"MINUS All rights reserved. Reproduction or use in any form 0 VALVES. D. CONCRETE PAVEMENT MIX DESIGN FOR PAVEMENT SECTION. PIT RUN. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3,0.50 INCH 1/2" MIX, orb an means without written permission 2
H EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS.THERE SHALL THE GEOTECHNICAL REPORT,AND WASTED OR STOCKPILED FOR LATER USE. ( ) y y p x
7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM BE NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS,AND THE ISPWC ALLOWED ADDITIONAL DEPTHS MAY BE NECESSARY TO OBTAIN SUITABLE SUBGRADE MATERIALS E. CATCH BASIN INLETS PG 58-28 TWO AND A HALF INCHES(2.5")THICK,AS A MINIMUM WITH 4"OF 3/4-'BASE AND 14" Breckon Land design,Inc.is unlawful and subject to 0
OF 6"MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. criminal prosecution. w
REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. AS DETERMINED BY THE GEOTECHNICAL CONSULTANT. F. STORM DRAIN PIPING
AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL a
MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS 3. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED 11. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT
VEGETATION WHERE STRUCTURAL FILL IS TO BE PLACED.CONTRACTOR SHALL G. FILTER FABRIC REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN.THE FOLLOWING CONDITIONS ARE
SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. CONSTRUCTION PLANS. � 10STOCKPILE MATERIAL IN DESIGNATED ON-SITE SPOIL PILE LOCATION FOR H. 2"WASHED DRAIN ROCK AND ASTM C-33 FILTER SAND USED IN SEEPAGE BED LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. z
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED 4. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE LANDSCAPING. MATERIAL IN EXCESS OF THE LANDSCAPING NEEDS SHALL BE 1).ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE Y
PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE; (B)PLACING OF AGGREGATE BASE; DISPOSED OF IN AN APPROVED OFF-SITE OF THE FINISHED STREET GRADES. O LOCATION. I. SUBGRADE COMPACTION TEST PROCEDURE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING W
(C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. J. BASE COMPACTION TEST PROCEDURE TRENCHING OPERATIONS. z
12. ITEMS SHOWN ON THE DEMOLITION SHEET REPRESENT THE EXISTING CONDITIONS OF IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD w
9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER 5. PLACE ALL WATER VALVES, BLOW-OFFS,AND MANHOLES SO THAT THEY DO NOT 2).THE SITE PRIOR TO CONSTRUCTION. 14. 00
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CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION CONFLICT WITH ANY CONCRETE CURB AND GUTTER,VALLEY GUTTER,OR SIDEWALK PROVIDE SUBGRADE AND BASE COURSE COMPACTION TEST RESULTS(DURING SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. Q
SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM CONSTRUCTION)TO BRECKON LAND DESIGN.COMPACTION TESTING SHALL BE 3 . CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES w o
IMPROVEMENTS. 13. SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY )
G THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN THE DEVELOPER'S SURVEYOR, IN ACCORDANCE WITH THE PROVISIONS OF I.C.§ PERFORMED IN ACCORDANCE WITH ASTM D1557,95%. NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE w
ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 6. STANDARD 5"THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS 55-1613 15. DURING THE COURSE OF THE WORK,THE CONTRACTOR SHALL COORDINATE AND CENTER OR EDGE OF A TRAVEL LANE.
SHOWN ON THE PLANS AND PER THE ACHD SUPPLEMENTAL TO THE ISPWC STD. DWG. ACCOMMODATE OTHER CONTRACTORS, OPERATIONS OF THE OWNER,AND LOCAL 4). PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH N
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE NO.SD-709. AGENCIES. MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION0 < w
APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. GENERAL GRADING NOTES STANDARDS OR TIME IS A CRITICAL FACTOR. o
7. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC.SECTION 706 WITH CLASS 30 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM 5).ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT r n
0 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL 1. ALL EARTHWORK INCLUDING CLEARING,GRUBBING, EXCAVATION, EMBANKMENT, REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, STAFF BEFORE CONSTRUCTION BEGINS. � °
MPa(4000 PSI)CONCRETE
CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION .
o BACKFILL, DEWATERING,AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS WHICHEVER IS MORE RESTRICTIVE. (Y�
OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT OF SECTION 200 OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND 12. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE ` ' w
LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE 8. PERMANENT PAVEMENT MARKINGS SHALL CONFORM TO ISPWC. SECTION 1104.
PAVEMENT MARKING SHALL ALSO MEET THE MANUAL ON UNIFORM TRAFFIC CONTROL RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 17. THE CONTRACTOR SHALL DETERMINE THE WORK SUBJECT TO APPROVAL BY ANY RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH ^ a
CITY ENGINEER POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO `,J J o
LO DEVICES FOR STREET AND HIGHWAYS. 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE
0 CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE A. BACKFILLING TRENCHES FOR PIPE; MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS LL
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AND A COPY OF THE COMPACTION TESTS. &9. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH PITRUN SAND AND GRAVEL AT THE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. r n I 1 I � a
CITY OF MERIDIAN WATER NOTES THICKNESS SPECIFIED ON THE PLANS AND CONFORM TO THE ISPWC SECTION 801. B. PLACING OF AGGREGATE BASE; co 1 1 1 F
3. IF REQUIRED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT C. PLACING OF CONCRETE; 13. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD CONSTRUCTION I LJJ
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE 10. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS,CRUSHED SAND AND TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF SERVICES AT 208-387-6280 FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING
o "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01 .08)"AS WELL AS GRAVEL,AT THE THICKNESS SPECIFIED ON THE PLANS AND CONFORM TO THE ISPWC ENVIRONMENTAL QUALITY(DEQ).CONTACT CRAIG SHEPHARD AT THE SOUTHWEST D. PLACING OF ASPHALT PAVING. PAVEMENT MARKINGS.
(3THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION SECTION 802. REGIONAL DEQ OFFICE(373-0557).THE CONTRACTOR SHALL SUBMIT TO DEQ A
o NOTE NO. 1. DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMPS AND THE WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM 14. PRIOR TO REMOVAL OFANY EXISTING STREET SIGNAGE,COORDINATE WITH ACHD O ` O
(5- THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER.11. PLANT MIX ASPHALT CONCRETE SHALL BE AT THE THICKNESS SPECIFIED ON THE PLANS SEQUENCING OF THE DEWATERING ACTIVITIES.ALL CONSTRUCTION WATER CONSTRUCTION SERVICES TO DETERMINE IF REMOVAL CAN BE DONE AND/OR IF
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT TEMPORARY SIGNAGE MAY BE NEEDED. C)~ MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF AND CONFORM TO A SUPERPAVE PLANT MIX ASPHALT PER SECTION 814 OF THE ACHD LEAVES THE SITE. 18. ONLY PLAN SETS STAMPED"APPROVED FOR CONSTRUCTION"AND SIGNED BY THE
SUPPLEMENTAL TO THE ISPWC. CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED BY THE Q
o TEN (10)FEET.WHERE IT IS NECESSARY FORA POTABLE WATER MAIN AND A INCHES OF 4.4. PRIOR TO PLACEMENT OF FILL MATERIAL,THE CONTRACTOR SHALL CLEAR THE SITE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE
VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN A
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 12. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3. 0.50 INCH(1/2" OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS)MIX, PG "APPROVED FOR CONSTRUCTION"STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF ■
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WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 58-28 TWO AND A HALF INCHES(2.5")THICK,AS A MINIMUM WITH 4"OF 3/4"BASE AND 14" RECOMMENDED IN THE GEOTECHNICAL REPORT. ALL WASTE MATERIAL SHALL BE A STOP WORK ORDER.
E OF 6"MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE
(IDAPA 58.01 .08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01 .16). REGULATIONS.THE SITE SHALL BE PROOF ROLLED PRIOR TO PLACEMENT OF FILL 19. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES,A COPY OF THE APPROVED
13. MINOR ARTERIAL ROADWAYS SHALL BE SP-3,0.50 INCH(1/2")MIX, PG 64-28 FIVE INCHES CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE UJ
3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER MATERIAL TO ENSURE STABILITY OF SUBGRADE.A REPRESENTATIVE OF THE
_ 3 „ PROPOSED IMPROVEMENTS AND ANY OTHER UTILITIES ENCOUNTERED. THE
SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX 6 FEET.WHERE IT (5")THICK,AS A MINIMUM WITH 4"OF /4 BASE AND 25"OF 6"MINUS PIT RUN GEOTECHNICAL CONSULTANT SHALL REMAIN ON SITE TO ENSURE PROPER
o ( ) CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGNER FOR USE IN THE
v IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO PLACEMENT AND COMPACTION OF STRUCTURAL FILL. PRODUCTION OF RECORD DRAWINGS PRIOR TO FINAL APPROVAL OF THE co
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CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION,THE 14. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT
( )ACCORDANCE WITH SECTION 542.07 OF THE REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS.THE FOLLOWING CONDITIONS ARE 5. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 IMPROVEMENTS.
CROSSING SHALL BE CONSTRUCTED IN Q T
IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01 .08)AND SECTION LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. PERMIT HAS BEEN ISSUED BY THE US ARMY CORPS OF ENGINEERS.ALL WORK WITHIN 20. THE DESIGN PROFESSIONAL SHALL SUBMIT RECORD DRAWINGS TO THE PUBLIC c
430.02 OF THE WASTEWATER RULES(IDAPA 58.01 .16).
WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 PERMIT. WORKS DEPARTMENT AS PRESCRIBED BEFORE FINAL APPROVAL IS GIVEN TO THE
`o A.ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE 6. STRIP AND STOCKPILE TOPSOIL AS RECOMMENDED IN THE GEOTECHNICAL REPORT PROJECT.
0- 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT AND DISPOSE OF DEBRIS OFF SITE.THE DEPTH OF STRIPPING COULD VARY IN THE O
M THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE DURING TRENCHING OPERATIONS. J
3: BEDS, DRAINAGE SWALES). FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE,SOIL COMPOSITION INCLUDING
-0 ° SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS GENERAL AGGREGATE & ASPHALT NOTES
D 0) B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50/°OF THE TOTAL
LU 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROAD SURFACE. DURING CONSTRUCTION.STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE
I- SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER GEOTECHNICAL CONSULTANT. LOCATION OF STOCKPILED MATERIAL SHALL BE 1. CONTRACTOR SHALL USE UNCRUSHED AGGREGATES MEETING ISPWC SECTION 801.
o SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT.
z C.CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH 2. CONTRACTOR SHALL USE CRUSHED AGGREGATES MEETING ISPWC SECTION 802. r n
PUBLIC WORKS INSPECTOR. � )
� LINE DOE NOT FALL WITHIN WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY 7. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE ti
tr FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. GEOTECHNICAL REPORT. FILL MATERIAL WITHIN THE LOT AREAS SHALL BE 3. CONTRACTOR SHALL USE PLANT MIX AGGREGATES MEETING ISPWC SECTION 803. 9 �.W C W y
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COMPACTED TO 95% MODIFIED PROCTOR PER THE REQUIREMENTS OF ASTM D 1557. 4. CONTRACTOR SHALL USE ASPHALT PAVEMENT PROCEDURES MEETING ISPWC y W p C o i
CITY OF MERIDIAN WATER NOTES D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TESTING FREQUENCY SHALL ALLOW FOR A MINIMUM OF ONE COMPACTION TEST PER SECTION 805. �� W m Q o o p► O
U TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT LIFT PER LOT.THE COMPACTION TESTS ON THE FINAL LIFT FOR EACH LOT SHALL BE 2 0 C z C 1
0 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. SUPPLIED TO THE PROJECT ENGINEER AT THE COMPLETION OF THE PROJECT. 5. CONTRACTOR SHALL USE PLANT MIX PAVEMENT MEETING ISPWC SECTION 810. �/� 0illim
Z o Y v
c� WASTEWATER RULES(IDAPA 58.01 .16)AS WELL AS THE STANDARDS AND m a(65 a o m
SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. E.ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY 8. THE SUBGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, COMPACTED, w 0 %9 Z g
G. L0 DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. INSPECTED AND PROOF ROLLED WITH A HEAVY RUBBER-TIRED FULL LOADED TANDEM -4?o k o
0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER AXLE OR EQUIVALENT PRIOR TO PLACEMENT OF FILL. FILL WITHIN THE ROADWAY W O
MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF AREAS SHALL BE COMPACTED TO NOT LESS THAN 95%OF THE MAXIMUM DRY DENSITY
Uy TEN (10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND OF THE SOIL AS INDICATED BY ASTM D698 IN FLEXIBLE PAVEMENT AREAS. REVISIONS
v NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 9. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT.SEE No. Date Description
10
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. Q
a) (IDAPA 58.01 .08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01 .16). 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH
`o 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. UJ
< SERVICES OR POTABLE WATER MAINS SHALL TE A MINIMUM OF SIX(6)FEET.WHERE IT 11. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN >
IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. PROJECT NO.: O
CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 12. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT 25027
B IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01 .08)AND SECTION FOR CONSTRUCTION ACTIVITY WITH THE EPA. DRAWN BY:
430.02 OF THE WASTEWATER RULES(IDAPA 58.01 .16). 13. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM CR
4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN,
WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E., WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS MUST FURNISH PROOF THAT ALL CHECKED BY: L.L
SEEPAGE BEDS, DRAINAGE SWALES). MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST JB
OF THE AGENCY AND/OR THE ENGINEER. DATE:
5. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM MANHOLE LIDS.
0 10/21/25
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CITY OF MERIDIAN ROADWAY NOTES SHEET NUMBER z
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE
REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD
AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. C1.1
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO
I INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15