HomeMy WebLinkAboutC1.1 CONSTRUCTION NOTES ORIGINAL SURVEY ON FILE AT LAND SOLUTIONS
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DRAINAGE UTILITY GENERAL NOTES PROJECT GENERAL NOTES pF 3 0STER�,�'L�
I. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC, RIGHT OF WAY, AGHD OR ITD I. THE LOCATION OF EXI5TIN6 UNDERGROUND UTILITIES ARE 5HOHN IN I. ALL WORK SHALL BE DONE IN ACGORDANGE WITH THE 5PEGIFIGATION5
SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN PUBLIC, WORKS q6O6
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THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENCIN6 DEPARTMENT, IDAHO TRANSPORTATION DEPARTMENT (ITD), AND/OR THE w
AND CERTIFICATION OF DRAINAGE FAGILITIE5; HOWEVER ANY ROOF DRAINAGE 0)6/3/2024 p
WORK AND A&REE5 TO BE FULLY RESPONSIBLE FOR ANY AND ALL ADA COUNTY HIGHWAY DISTRICT.
AND PIPIN6
PLUMBING OFFICIAL THE DUNDER HE APPROPRIATE PERMIT.RAINA6E FAGILITIE5 HILL BE PEGTED BY THE MERIDIAN DAMAGES WHIGH MAY BE OGGASIONED BY HIS FAILURE TO EXAGTLY 2. ALL WORK WITHIN ITD RI6HT OF WAY SHALL CONFORM TO GURRENT ITD Xx 9TF OF
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5PEGIFIGATION5 AND STANDARDS. �FNT
2. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL UTILITIE5/BUILDING 3. ALL GONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE
GONNEGTION POINTS WITH MEGHANIGAL PLANS AND MEGHANIGAL RESPONSIBLE FOR GOMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF
GONTRAGTOR PRIOR TO COMMENGIN6 WORK. ANY JURI5OIGTIONAL BODY. THE GONTRAGTOR SHALL BE RESPONSIBLE o
3. ALL GONTRAGTOR5 GONDUGTIN6 UTILITIES WORK SHALL HAVE IN THEIR FOR ALL BARRIGADES, SAFETY OEVIGE5 AND CONTROL OF TRAFFIC w
POSSESSION AT ALL TIMES, A GOPY OF ALL RELEVANT 5PEGIFIGATION5. WITHIN AND AROUND THE CONSTRUCTION AREA.
AC H D STANDARD NOTES 4. GONTRAGTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY PLAN 4. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE o M w
M 0I5GREPANGIES PRIOR TO GON5TRUGTION. ANY PLAN GHAN6E5 MUST BE MINIMUM REQUIREMENTS OF THE APPROVING A&ENGIES OR AS SET FORTH o M °
APPROVED BY THE ENGINEER OF RECORD. HEREIN, WHICHEVER IS MORE RESTRICTIVE.
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I. ALL GON5TRUGTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT (AGHD) 5. GALL DIGLINE PRIOR TO EXCAVATION: I-800-342-1585. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN U 6 o co °
RIGHT-OF-WAY SHALL CONFORM TO THE GURRENT EDITION OF THE IDAHO 6. GONTRAGTOR SHALL PROVIDE THE ENGINEER OF RECORD THE FOLLOWING APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE .m o M 3 w
STANDARDS FOR PUBLIC, WORKS GON5TRUGTION (ISPWG) AND THE AGHD AS BUILT INFORMATION FOR RECORD DRAWING PURPOSES: EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENGIN6 a`cn E T m
SUPPLEMENTAL 5PEGIFIGATION5. NO EXCEPTIONS TO 0I5TRIGT POLICY, A. HORIZONTAL LOCATIONS OF SANITARY SEWER MANHOLES AND WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL s Q 0 C 1 co p
STANDARDS, AND THE ISPWG WILL BE ALLOWED UNLESS SPEGIFIGALLY AND GLEANOUTS. DAMAGES WHIGH MAY BE OGGASIONEO BY HIS FAILURE TO EXAGTLY C N.o L °-� a oo N `o v o
PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. B. RIM AND INVERT ELEVATIONS OF SANITARY 5EWER MANHOLES AND LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. _> o a o _ Z
GLEANOUT5. 6. GONTRAGTOR SHALL INFORM BREGKON LAND DESIGN OF ANY UTILITY SIZE L) 30 w c�s 30 � � L Co to s
. . . . . . 3 u_ [O CD
2. AGHD WILL IN5PEGT ALL IMPROVEMENTS WHIGH FALL WITHIN THE AGHD G. TYPES AND LENGTHS OF PIPES OR LOCATION D15GREPANGIE5 PRIOR TO GON5TRUGTION. I
RIGHT-OF-WAY OR EASEMENT INGLUDIN6 BUT NOT LIMITED TO STORM DRAIN D. HORIZONTAL LOGATION5 OF FIRE HYDRANTS, DOMESTIC WATER 1. ALL GONTRAGTORS WORKING WITHIN THE PUBLIC, RIGHT-OF-WAY ARE • _ • in
GON5TRUGTION, TRENCH BAGKFILL PROGEOURE5, ROAD WAY GON5TRUGTION VALVES AND DOMESTIC WATER METERS REQUIRED TO 5EGURE A RIGHT-OF-WAY GON5TRUGTION PERMIT FROM THE
AND GONGRETE WORK. ANY WORK TO BE DONE WITHIN THE EXISTING 7. POTABLE WATER LINE AND NON POTABLE WATER LINE GRO55IN65 GOVERNING AGENGY A MINIMUM OF 48 HOURS PRIOR TO ANY
CITY OF MERIDIAN STANDARD NOTES w
L RIGHT-OF-WAY WILL REQUIRE A SEPARATE PERMIT THROUGH AGHD REQUIRE 18" OF VERTICAL SEPARATION 015TANGE FROM OUTSIDE WALL OF GONSTRUGTION.
GON5TRUGTION 5ERVIGE5 DIVISION. THE GONTRAGTOR WILL 5GHEDULE AND PIPES. GONTRAGTOR MAY NEED TO INSTALL POTABLE WATER LINE 8. ONLY PLAN SETS STAMPED "APPROVED FOR GONSTRUCTION" AND SIGNED m
IN5PECTION, REQUESTED THROUGH AGHD GON5TRUGTION 5ERVIGE5 GREATER THAN THE TYPIGAL 4 FEET DEPTH TO MEET SEPARATION BY THE GITY ENGINEER OR HI5 AUTHORIZED REPRESENTATIVE SHALL BE
RESIDENTIAL COMMERCIAL w
SUBDIVISION INSPECTION STAFF, 208-387-6284, A MINIMUM OF 24 HRS. REQUIREMENTS. HOWEVER, THE CONTRACTOR SHALL NOT INSTALL USED BY THE PROJECT GONTRAGTOR(5). USE OF ANY PLANS ON THE JOB N
PRIOR TO GON5TRUGTION STARTING. POTABLE WATER LINE WITH GREATER THAN 60" GOVER FROM TOP OF WITHOUT THE "APPROVED FOR CONSTRUCTION" STAMP SHALL BE GROUNDS
DEVELOPMENTSWARCH 2O18)
PIPE TO FINISHED GRADE. FOR THE I55UANGE OF A STOP WORK ORDER. o
3. TRAFFIC PLANS AND SAWGUTS ASSOCIATED WITH THE CONSTRUCTION OF 8. ALL WELL ABANDONMENT SHALL BE GOMPLETED IN AGGORDANGE WITH g. 5UB5URFAGE 5TORMWATER DISPOSAL FACILITIES (INGLUDIN6 INFILTRATION
ANY UTILITY WILL BE COORDINATED AND APPROVED THROUGH THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RE50URGE5 BEDS AND DRYWELL5) SHALL BE LOCATED AT LEAST 25 FEET FROM
CONSTRUCTION 5ERVIGE5 SUBDIVISION INSPECTION STAFF OF AGHD, (IDWR) AND IDAHO CODE. THE GONTRAGTOR SHALL RETAIN A LICENSED WATER MAINS. ANY GHAN&E FROM THE PLANS SHALL BE APPROVED BY
GENERAL GON5TRUGTION 208-387-6284, PRIOR TO INITIATING ANY GON5TRUGTION. WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT THE DESIGNER AND THE GITY OF MERIDIAN PUBLIC, WORKS DEPT.
IDWR WESTERN REGION (334-2Ig0). 10. CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
I. ALL GON5TRUGTION WORK SHALL BE DONE IN AGGORDANGE WITH THE GURRENT 4. AGHD IN5PECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN g. EXISTING OVERHEAD POHERLINE5 SHALL BE RETAINED AND PROTECTED EXCAVATION. I-500-342-I585 V0
�( VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS GON5TRUGTION (ISPWG), FAGILITIE5 FOR GOMPLIANGE WITH ADA STANDARDS. AS A REMINDER, A5 NEEDED TO MAINTAIN 5ERVIGE TO ADJACENT PROPERTIES. THE 11. ALL GON5TRUGTION IN THE RIGHT-OF-WAY SHALL CONFORM TO THE o
THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5 TO THE ISPWG (AND ANY SIDEWALK 6RO55 SLOPE SHALL NOT EXGEED 2.0%; THERE ARE NO GONTRAGTOR SHALL COORDINATE WITH IDAHO POWER GOMPANY TO LATEST EDITION OF THE ISPWG AND THE AGHD SUPPLEMENTAL t
ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA "TOLERANCES" ALLOWED. ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES 5PEGIFIGATION5. NO EXCEPTION5 TO DISTRICT POLICY, STANDARDS, AND w
COUNTY HIGHWAY 0I5TRIGT (AGHD), AND/OR THE REQUIREMENTS OF THE IDAHO AS REQUIRED. THE ISPWG WILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY U
5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS 10. EXISTING SEPTIC, SYSTEMS ASSOGIATED WITH ANY ABANDONED BUILDINGS APPROVED IN WRITING BY THE DISTRICT. I
TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE WITHIN AGHD RIGHT-OF-WAY. DOMES SHALL BE GON5TRUGTEO PER I5PHC ON THE SITE SHALL BE ABANDONED AGGORDIN6 TO THE REQUIREMENTS01
5TANDARD5 SHALL BE THE GONTROLLIN6 STANDARDS OR 5PEGIFIGATION5. 12. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY BUILDING
2. THE GONTRAGTOR SHALL HAVE A COPY OF THE LATEST GITY OF MERIDIAN SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (STAMPED CONCRETE OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GONNEGTION POINTS WITH MEGHANIGAL PLANS AND MEGHANIGAL
STANDARD SPEGIFIGATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC 6UIDANGE MANUAL. THE GONTRAGTOR SHALL VERIFY THE LOGATION OF CONTRACTOR PRIOR TO GOMMENGIN6 WORK. Z
ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEB5ITE). FAILURE TO HAVE YELLOW. THE SEPTIC TANK, DRAINFIELD AND ALL APPURTENANGES. ALL INLET AND 13. ALL PRIVATE UTILITIES SHALL BE INSTALLED IN AGGOROANGE WITH THESE Copyright C 2024
OUTLET PIPING SHALL BE 0I5GONNEGTED FROM THE SEPTIC, TANK. ALL PLANS, THE LATEST EDITION OF THE IDAHO SPEGIFIGATION5 FOR PUBLIC
ACCESS TO A GURRENT COPY OF THE STANDARD 5PEGIFIGATION5 ON SITE COULD 6. ALL UTILITY IMPROVEMENTS ARE TO BE GONSTRUCTED TO ACCOMMODATE BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC, WORKS CONSTRUCTION AND THE PROJECT 5PEGIFIGATION5. IF all or
byariy reserved. Behoutwrioenpermssionof o
BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. or by any means without written permission of
3. THE GONTRAGTOR SHALL HAVE PLANS STAMPEDE SITUATION
VED FOR CONSTRUCTION° THE COLLAR REQUIREMENT PER ISPWG 50-616 AND BE IN AGGORDANGE TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL DI5GREPANGIE5 OCCUR THE MORE 5TRINGENT REQUIREMENT SHALL BE Breckon Land Design,Inc.is unlawful and subject to 0
WITH 5E6TION 705 OF THE I5PWG. VERIFY THE EXISTENGE OF A DRAINFIELD AND SHALL EXCAVATE THE ADHERED TO. criminal prosecution w
J BY THE CITY OF MERIDIAN ON 5ITE AT ALL TIMES. DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR 14. PIPE TRENCH SHALL CONFORM TO THE LATEST I5PHG DIVISION 300 AND
4. ALL CONTRACTORS, SUBGONTRAGTORS, AND UTILITY CONTRACTORS SHALL ATTEND -1. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND AS DIRECTED BY THE 6EOTEGHNIGAL ENGINEER AFTER FIELD SITE 5D-301. BEDDING AND BAGKFILL SHALL BE CONSTRUCTED PER 5EGTION5
A PRE-GONSTRUGTI SHALL
NOTIFY
PRIOR TO START OF WORK. PLACED 50 AS NOT TO GONFLIGT WITH ANY GONGRETE CURB, 6UTTER5, IN5PECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE Z
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE 305 AND 306 OF THE ISPWG.
ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BE61N ON ANY SIDEWALK OR OTHER STREET IMPROVEMENTS. DISPOSED OF OFF SITE OR MIXED WITH THE WETLAND STRIPPIN65 IF 15. ANY SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE °
PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, REPLACED IN A MANNER MEETING I5PHG 5EGTION 2020 AND THE
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO 8. UTILITY STREET GUTS IN PAVEMENT LE55 THAN FIVE YEARS OLD ARE NOT THE GONTRAGTOR SHALL BAGKFILL THE DRAINFIELD AREA WITH GONTRAGTOR'5 EXPENSE.
THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER ALLOWED UNLESS APPROVED IN WRITING BY THE DI5TRIGT. GONTAGT THE STRUCTURAL FILL. Z
VALVES. DISTRICT'S UTILITY COORDINATOR AT 208-387-6258 (WITH FILE NUMBERS) GRADING GENERAL NOTES
7. ALL MATERIAL FURNISHED ON, OR FOR FOR DETAILS.THE PROJECT MUST MEET THE MINIMUM z
REQU I REMENT5 OF THE APPROVING A&ENG I ES. AT THE REQUEST OF THE APPROVING DEMOLITION GENERAL NOTES o
AGENGY OR THE DESIGN ENGINEER, GONTRAGTOR5 SHALL FURNISH PROOF THAT g• CONSTRUCT ALL PAVEMENT MATCHES (INGLUDIN6 DRIVEWAY APPROACHES I. ALL EARTHWORK INGLUDIN6 GLEARIN6, GRUBBING, EXCAVATION, N
ALL MATERIALS INSTALLED ON THI5 PROJECT MEET THE 5PEGIFIGATION AND UTILITY GUT STREET REPAIRS) WITHIN AGHD RIGHT-OF-WAY SHALL BE I. ALL WORK SHALL BE DONE IN AGGORDANGE WITH THE SPEGIFIGATIONS EMBANKMENT, BAGKFILL, DEWATERING, AND EROSION CONTROL SHALL 01
REQUIREMENTS SET FORTH IN GENERAL GON5TRUCTION NOTE NO. I. 6ON5TRUGTED TO MATCH THE EXI5TIN6 STREET PAVEMENT SECTION OR TO AND/OR REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT, THE MEET THE 5PEGIFIGATIONS OF SECTION 200 OF THE I5PHG AS WELL AS z
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENGY MUST BE USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE 5P-3, LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC, WORK5 THE SPEC,IF IGATIONS AND RECOMMENDATIONS OF THE 6EOTEGHNIGAL N
APPROVED PRIOR TO (A) BAGKFILLIN6 TRENGHE5 FOR PIPE; (B) PLAGING OF 0.50 INCH (I/2") MIX, PG 64-28 FIVE INCHES (5") THICK, AS A MINIMUM WITH GON5TRUGTION (15PHG), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL ENGINEERING REPORT. Q
AGGREGATE BASE; (G) PLAGING OF GONGRETE; (0) PLAGING OF ASPHALT PAVING. 4" OF 3/4" BASE AND 26" OF 6" MINUS PIT RUN. GOLLEGTOR, LOCAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPEGIFIGALLY AND 2. THE GONTRAGTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FAGILITIE5
g. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER COMMERCIAL, AND LOCAL INDUSTRIAL ROADHAY5 SHALL BE 5P-3, 0.50 PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. WITH THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT Q ` V
6ON5TRUGTION SHALL BE BY THE PUBLIC WORK5 DEPARTMENT, AND THEIR INCH (1/2") MIX, P6-64-28 THREE INCHES (3") THICK, AS A MINIMUM WITH 4" DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNGTIONIN6.
DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN. LOCAL RESIDENTIAL 2. THE LOCATION OF EXI5TIN6 UTILITIES ARE 5HOHN IN AN APPROXIMATE 3. IF REQUIRED, THE GONTRAGTOR SHALL BE RESPONSIBLE FOR OBTAINING A w
GONTRAGTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ROADWAYS AND ALLEYS SHALL BE A 5P-3 0.50 INCH (1/2") MIX PG 58-25 WAY ONLY. THE GONTRAGTOR SHALL COMPLY WITH IDAHO CODE, SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT 0 <
GHAPTER 22, TITLE 55 REGARDING UNDERGROUND FAGILITIE5 DAMAGE s
AGGEPTABLE MANNER IN AGGORDANGE WITH THE DEG/QLPE APPROVED TWO AND A HALF INCHES (2.5") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE OF ENVIRONMENTAL QUALITY (DEG). CONTACT GRAI6 SHEPHARD AT THE REVENTION. THE GONTRAGTOR SHALL GONTAGT THE APPROPRIATE co`T, O LL
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GON5TRUGTION PLANS. AND 14 OF 6 MINUS PIT RUN. USE WHIGHEVER PAVEMENT SECTION 15 SOUTHWEST REGIONAL DEG OFFIGE (373-0557). THE GONTRAGTOR SHALL ' ` o
UTILITY COMPANIES OR DIGLINE (1-500-342-I585) FOR EXACT LOCATION A V
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPEGIFIGATIONS MUST HAVE GREATER. SUBMIT TO DEG A DEWATERING PLAN WHIGH OUTLINES THE LOCATION OF
MINIMUM OF 48 HOURS PRIOR TO DIGGING.
THE APPLICABLE AGENGY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. PROPOSED BMP5 AND THE 5EQUENGIN6 OF THE DEWATERING AGTIVITIES.
(� 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELEGTRIGAL 10. ACTUAL FIELD GONDITION5 DURING TRENGHIN6 MAY REQUIRE ADDITIONAL 3. UTILITIES ON THI5 PLAN ARE BASED UPON RECORD DRAWINGS AND ALL GONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL BE
GONTRAGTOR SHALL OBTAIN AN ELEGTRIGAL PERMIT FROM THE BUILDING DIVISION PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE A5-BUILT SURVEY. BREGKON LAND DESIGN MAKES NO GUARANTEE THAT FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE SITE. w
OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT FOLLOWING GONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY GUTS OF THE UNDERGROUND UTILITIES SHOWN GOMPRI5E ALL UTILITIES IN THE AREA, 4. PRIOR TO PLACEMENT OF FILL MATERIAL, THE GONTRAGTOR SHALL O
LOGATION5 FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE AGHD POLICY MANUAL. EITHER IN 5ERVIGE OR ABANDONED. FURTHER, BREGKON LAND DE561N GLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND 0 �I 7
THE CITY ENGINEER. 1). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES 5HOHN ARE IN THE PREPARE THE SUB6RADE AS RECOMMENDED IN THE GEOTEGHNIGAL L
TO THE GENTERLINE OF THE STREET AND INGLUDE ANY AREA DAMAGED BY EXAGT LOCATION INDICATED AND HAS NOT PHYSICALLY LOCATED THE REPORT. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE 5ITE AND O
WATER EQUIPMENT DURING TRENGHIN6
OPERATIONS. UNDERGROUND UTILITIES. THE GONTRAGTOR SHALL TAKE EVERY DISPOSED OF IN AGGORDANGE WITH ALL APPLICABLE REGULATIONS. THE
2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE PRECAUTION TO PRESERVE AND PROTECT EXISTING FACILITIES NOT 5ITE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL
I. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN TOTAL ROAD SURFACE, GONTRAGTOR SHALL REPLACE THE ENTIRE SGHEDULEO FOR REMOVAL AND COORDINATE WITH THE PROJECT TO ENSURE 5TABILITY OF 51JB6RADE. A REPRESENTATIVE OF THE Q
THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS ROADWAY SURFAGE. ENGINEER IF UNEXPECTED FAGILITIE5 ARE ENCOUNTERED. 6EOTEGHN16AL CONSULTANT SHALL REMAIN ON SITE TO ENSURE PROPER UJ
WELL AS THE STANDARDS AND 5PEGIFIGATION5 REFERRED TO IN GENERAL 3). GONTRAGTOR SHALL REPLACE THE PAVEMENT SURFAGE TO ENSURE PLACEMENT AND GOMPAGTION OF STRUCTURAL FILL.
CONSTRUCTION NOTE NO. I. MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH 4. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. 5. NO WORK SHALL BE DONE WITHIN JUR15DIGTIONAL WETLAND AREAS UNTIL QUJ
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE A 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORPS OF ENGINEERS.
F WATER MAINS (SANITARY 5EWER, STORM DRAIN, AND IRRIGATION) SHALL BE A 4). FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE 501L5 INCLUDE ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS
> MINIMUM OF TEN (10) FEET. WHERE IT 15 NEGESSARY FOR A POTABLE WATER MAIN NATIVE TRENCH MATERIAL 15 DEEMED UNSUITABLE BY AGHD INSPECTOR, 6W, 6P, 6M, 5W, 5P, 5M IN AGGORDANGE WITH THE UNIFIED 501L OF THE 404 PERMIT.
Q AND NON-POTABLE WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (I8) INCHES DOES NOT MEET GOMPAGTION STANDARDS OR TIME 15 A GRITIGAL FACTOR. GLA55IFIGATION SYSTEM (USGS). GONTRACTOR SHALL COMPLY WITH ALL 6. STRIP AND STOCKPILE TOPSOIL AS RECOMMENDED IN THE 6EOTEGHNIGAL UJ
Q
OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTEO IN 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING RECOMMENDED GON5TRUGTION GON5IDERATION5, AS CONTAINED IN THE REPORT AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
d PROJECT 6EOTECHNIGAL ENGINEERING REPORT. GOULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, Q
SOIL COMPOSITION INGLUDIN6 50IL TYPE, MOISTURE CONTENT AND ^
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 5. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. <J J
° RULES (IDAPA 58.01.16). II. ABANDONED TEST PITS OR WATERWAYS LOGATED WITHIN GURRENT OR BE INSPECTED BY THE PROJECT 6EOTEGHNIGAL ENGINEER TO VERIFY STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE 6EOTEGHNIGAL AL W
3. THE HORIZONTAL SEPARATION OF NON-POTABLE 5ERVIGE5 AND POTABLE WATER FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND SUITABILITY OF 5UB6RAOE FOR PLAGEMENT OF STRUCTURAL FILL. THE CONSULTANT. LOCATION OF STOCKPILED MATERIAL SHALL BE J z
BAGKFILLED WITH STRUCTURAL FILL PER ISPWG 5PEGIFIGATION5. PROVIDE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLAGEMENT.
0 5ERVIGE5 OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 51X (6) FEET. EXPOSED 5UBORADE MUST BE IN A COMPACT, FIRM AND STABLE O
` WHERE IT IS NEGESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR GONDITION PRIOR TO FILL PLAGEMENT. THI5 WILL BE CONFIRMED BY 7. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE Lu
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o MAIN TO GRO55 WITH LE55 THAN EIGHTEEN (IS) INGHE5 OF VERTICAL SEPARATION, ENGINEERED FILL PER ISPWG 5PEGIFIGATION5 AND A COPY OF THE PROOF-ROLLING THE 5UB6RADE IN A MANNER AGGEPTABLE TO THE 6EOTEGHN16AL REPORT. FILL MATERIAL WITHIN THE LOT AREAS SHALL BE
THE GROSSING SHALL BE GON5TRUGTEO IN AGGORDANGE WITH 5EGTION 542.07 OF COMPACTION TESTS. TESTING AND INSPECTION CONSULTANT. COMPACTED TO g5% MODIFIED PROCTOR PER THE REQUIREMENTS OF 5 r ,
E THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND 12. PRIOR TO PLAGEMENT OF ANY PAVEMENT MARKINGS GONTAGT AGHD 6. GONTRAGTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL A5TM D 1557. TESTING FREQUENGY SHALL ALLOW FOR A MINIMUM OF ONE T L v
SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). GON5TRUGTION 5ERVIGE5 AT 208-387-6284 FOR VERIFICATION OF DEMOLISHED MATERIALS AT AN APPROVED OFF-5ITE LOCATION. THE GOMPAGTION TEST PER LIFT PER LOT. THE GOMPAGTION TESTS ON THE ^ '
4. PLACE WATER 5ERVIGE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE GOMPLIANGE WITH POLICY AND EXISTING PAVEMENT MARKINGS. CONTRACTOR SHALL A55UME RESPONSIBILITY FOR THESE MATERIALS FINAL LIFT FOR EACH LOT SHALL BE SUPPLIED TO THE PROJECT ENGINEER ` V
o WHEREVER THE 5ERVIGE LINE GROSSES A STORM WATER TREATMENT FAGILITY (I.E. AFTER REMOVAL FROM THE SITE. AT THE COMPLETION OF THE PROJECT.
B. THE SUB6RAOE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED,C SEEPAGE BEDS, DRAINAGE SHALES). 13. PRIOR TO REMOVAL OFANY EXISTING STREET 516NAGE, COORDINATE WITH 7. GONTRAGTOR IS RESPONSIBLE FOR 5EC,l AND PAYING FOR ALL COMPACTED, INSPECTED AND PROOF ROLLED WITH A HEAVY
0 5. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER AGHD GONSTRUGTION 5ERVIGE5 TO DETERMINE IF REMOVAL GAN BE DONE PERMITS REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENGY.
5ERVIGE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER AND/OR IF TEMPORARY 516NA&E MAY BE NEEDED. RUBBER-TIRED FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO
5ERVIGE MUST BE INTERRUPTED, THE GONTRAGTOR SHALL COORDINATE WITH THE 8. GONTRAGTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS PLAGEMENT OF FILL. FILL WITHIN THE ROADWAY AREAS SHALL BE
PUBLIC, WORKS INSPECTOR. NEGESSARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL COMPACTED TO NOT LE55 THAN g5% OF THE MAXIMUM DRY DENSITY OF
OPERATIONS. THE SOIL A5 INDICATED BY A5TM D6g8 IN FLEXIBLE PAVEMENT AREAS.
� SEWER cf. STRUCTURAL FILL 15 DEFINED BY THE 6EOTEGHNIGAL CONSULTANT. SEE
AC H D SITE SPECIFIC NOTES
g. GONTRAGTOR SHALL GONOUGT GON5TRUGTION OPERATIONS TO PREVENT 6EOTEGHNIGAL REPORT FOR ADDITIONAL INFORMATION.
DCD ANY 501E OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE
I. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN I. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
THE WASTEWATER RULES (IDAPA AS WELL AS THE STANDARDS AND BONDED WITH AGHD AND OBTAIN A NO-GHARGE RIGHT-OF-WAY PERMIT. OR ENTERING THE PUBLIC, RIGHTS-OF-WAY. WHIGH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHIGH ARE
-0 5PEGIFIGATION5 REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. I. TO BE REMOVED.
10. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED SOILS WITHIN '
-0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE 2. CONSTRUCTION IMPACTS MAY WARRANT ADDITIONAL CONGRETE GURB, 11. TOPSOIL AND OTHER 5TOGKPILE AREAS TO BE GOORDINATED BETWEEN (f J
o GLEARIN6 LIMITS 5HOHN ON THE GON5TRUGTION PLANS TO DEPTHS AS
WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A GUTTER AND ASPHALT REPLACEMENT, WHICH WILL BE AT THE CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. y
RECOMMENDED PER THE 6EOTEGHNIGAL REPORT, AND WASTED OR
o DISCRETION OF AND DETERMINED BY AGHD INSPECTION STAFF AS THE 12. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE �+ �'W�w y
Q MINIMUM OF TEN (10) FEET. WHERE IT 15 NEGESSARY FOR A POTABLE WATER MAIN STOCKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE NEGESSARY a a o t W
PROJECT PROGRESSES. WHERE EXISTING GUTTER PAN IS IMPACTED, THE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 0 0 �. o
AND NON-POTABLE WATER MAIN TO GROSS WITH LE55 THAN EIGHTEEN (15) INGHE5 TO OBTAIN SUITABLE 5UB6RA0E MATERIALS AS DETERMINED BY THE _ ti ui
MINIMUM ASPHALT GUT LINE OF 2-FOOT WILL BE ENFORCED. 13. ALL MATERIAL FURNISHED ON OR FOR THE PROJEGT MUST MEET THE y W o k 0 0
OF VERTICAL SEPARATION, THE GROSSIN6 SHALL BE GONSTRUGTED IN 6EOTEGH CONSULTANT. �2y W m a 0 0 0
MINIMUM REQUIREMENTS OF THE APPROVING A&ENGIE5 OR AS SET FORTH ?W Q"z al:o 1
AGGORDANGE WITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 3. S. BLOOMERAN6 15 CLASSIFIED AS A LOGSAL ROADWAY, E. LAKE II. CONTRACTOR SHALL GLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL HEREIN, WHIGHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH " h Z 0 w Y a� v
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER HAZEL IS GLASSIFIED AS A GOLLEGTOR ROADWAY. SEE AGHD PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE �/ o a a W w
o RULES (IDAPA 58.01.16). STANDARD NOTE g FOR ADDITIONAL GUIDANGE. AND VEGETATION WHERE STRUCTURAL FILL I5 TO BE PLACED. / m m
U CONTRACTOR SHALL 5TOGKPILE MATERIAL IN DESIGNATED ON-5ITE SPOIL REQUIREMENTS AT THE REQUEST OF THE AGENGY AND/OR THE ENGINEER. N o°a Z Z g
3. THE HORIZONTAL SEPARATION OF NON-POTABLE 5ERVIGE5 AND POTABLE WATER �a z() �w cr
m PILE LOGATION FOR LANDSCAPIN6. MATERIAL IN EXGESS OF THE Q z�°,W
C N 5ERVIGE5 OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 51X (6) FEET. CONCRETE GENERAL NOTES O
� WHERE IT IS NEGESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER LANDSCAPING NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE �
LOCATION.
N MAIN TO GROSS WITH LE55 THAN EIGHTEEN (18) INGHE5 OF VERTICAL SEPARATION, REVISIONS
THE GROSSING SHALL BE GON5TRUGTEO IN AGGORDANGE WITH 5EGTION 542.07 OF 12. ITEMS SHOWN ON THE DEMOLITION SHEET REPRESENT THE EXISTING I. CONCRETE MATERIALS SHALL MEET ISPWG SECTION 703 PART 2.1. No. Date Description
THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND CONDITIONS OF THE 5ITE PRIOR TO CONSTRUCTION. 2. AD MIXTURE SHALL MEET ISPWG SECTION 703 PART 2.2.
co SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). TRAFFIC CONTROL GENERAL NOTES Q
GEOTEXTILE GENERAL NOTES 3. CONCRETE MIX SHALL MEET ISPWG SECTION 703 PART .1.
Q 4. PLACE SEWER 5ERVIGE LINES IN A SIX (6) INCH DIAMETER WATER GLASS PIPE 4. WORKMANSHIP SHALL MEET ISPWG SECTION 703 PART 31.
Q SLEEVE WHEREVER THE 5ERVIGE LINE GROSSES A STORM WATER TREATMENT I. CONTRACTOR SHALL USE TRAFFIC CONTROL METHODS DURING 5. CONTRACTOR SHALL FOLLOW WEATHER AND TEMPERATURE LIMITATIONS W
FAGILITY (I.E., 5EEPA6E BEDS, DRAINAGE SHALES). GON5TRUGTION THAT MEET 15PWG SECTION 1103, IF NEEDED. I IF REQUIRED CONTRACTOR SHALL USE APPLICABLE CONSTRUCTION AS SPEGIFIED IN ISPWG 5EGTION 703 PART 5.2. >
2. CONTRACTOR SHALL INSTALL PERMANENT PAVEMENT MARKING . ,S MEETING 6. GONGRETE PLAGEMENT SHALL MEET ISPWG 5EGTION 703 PARTS 3.3, 3.4 O
ROADWAY I5PHG SECTION 1104. 6EOTEXTILE5 AS SPECIFIED IN ISPWG SECTION 2050. AND 3.5. PROJECT NO.:
3. GONTRAGTOR SHALL INSTALL PERMANENT TRAFFIC, 516N5 MEETING ISPWG 7. GONTRAGTOR SHALL DISGONTINUE OPERATIONS WHEN OE5GENOIN6 AIR 24029 0
I. ALL GONTRAGTORS WORKING WITHIN THE PUBLIC, ROAD RIGHT-OF-WAY ARE SECTION 1105. TEMPERATURE REAGHE5 350F OR LOWER. FURNISH CONCRETE THAT WILL REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM AGHD OR ITD AGGREGATE AND ASPHALT HAVE A TEMPERATURE OF AT LEAST 50OF AND NOT MORE THAN 550F AT DRAWN BY: ^^
AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. THE TIME OF PLAGING. EBB BE L.L
2. AGHD OR ITD WILL IN5PEGT ALL WORK WITHIN THE PUBLIC, RIGHTS-OF-WAY TO GENERAL NOTES 8. PORTLAND CEMENT CONCRETE SHALL MEET ISPWG SECTION 706 PARTS CHECKED BY:
G) INGLUDE UTILITY TRENGHE5 ABOVE THE PIPE ZONE. 2.4 AND 3. JB. HKM Q
° I. GONTRAGTOR SHALL USE UNGRUSHED AGGREGATES MEETING ISPWG g• FOR PRECAST APPLICATIONS, GONTRAGTOR SHALL PROVIDE SUBMITTAL
(5) PRESSURIZED IRRIGATION SECTION 801. TO THE ENGINEER OF RECORD SHOWING COMPLIANCE WITH ISPWG 5EGTION DATE:
`" 2. GONTRAGTOR SHALL USE GRUSHED A66RE6ATE5 MEETING ISPWG SECTION 704 PARTS I, 2, AND 3. 06/03/2024 �
� 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE 802.cv O
IRRIGATION DISTRICT IN WHIGH IT 15 BEING CONSTRUCTED.
2. INSTALL A REOUGED PRESSURE BAGKFLOW PREVENTER IN ANY GONNEGTION 3. CONTRACTOR SHALL USE PLANT MIX AGGREGATES MEETING ISPWG STREET LIGHTING GENERAL NOTES
`" BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. SECTION 803. SHEET NUMBER
oN THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 4. CONTRACTOR SHALL USE ASPHALT PAVEMENT PROGEOURES MEETING
A QUALITY (PEG) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ISPWG SECTION 805. I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND GUT SHEETS MEETING
U 5. GONTRAGTOR SHALL USE PLANT MIX PAVEMENT MEETING ISPWG 5EGTION ISPWG SECTION 1102 PART 1.4.810. 2. GONTRAGTOR SHALL FURNISH MATERIALS MEETING I5PHG SECTION 1102 C1.1
o PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. PART 2.
t
3. CONTRACTOR SHALL COMPLETE WORK MEETING ISPWG 5EGTION 1102 PART
3.
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