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= CALL BEFORE YOU DIG! CONSTRUCTION DRAWINGS FOR Q�°� S \SrER
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CITY OF MERIDIAN LINK TO DESIGN &
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>_ UNDERGROUND VENTURES AHLQUIST UNDERGROUND WORK CONSTRUCTION SUPPLEMENTAL SPECIFICATIONS s 04/15/24 0
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NOTE: ERECORD ID/PERMIT NUMBER ADA COUNTY, IDAHO MERIDIAN, ID 83642 \ \
THE LOCATION OF EXISTING UNDERGROUND LDIR 2024-0018 208-616-1050 \ \�
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JOHN G. CARPENTER, P.E. Q \ \ _w
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LOCATE AND PROTECT ALL UTILITIES. ARDURRA \\ I z
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NAMPA, ID 83687 a \
208-442-6300 \ \
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8"W PROPOSED 8"WATER MAIN
H 12"W PROPOSED 12"WATER MAIN
W PROPOSED 4"PRESSURE IRRIGATION j�0 ABBREVIATIONS Sheet List Table
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Z MAIN \ �(j \ BOW BACK OF WALK
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U 6 PI MAIN \ \ CB CATCH BASIN C0.1 NOTES
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2580 PROPOSED MAJOR CONTOUR < W S SOUTH
� ��2582 / PROPOSED MINOR CONTOUR ; SD STORM DRAIN
_ SDMH STORM DRAIN MANHOLE
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o UTILITY REPRESENTATIVES O
UTILITY AGENCY PHONE >
W a PUBLIC ROADS ACHD (208)387-6100
a COMMUNICATIONS CABLE ONE (208)472-8409 J
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COMMUNICATIONS CENTURYLINK (208)385-2144 Z
CITY OF MERIDIAN PUBLIC
PUBLIC WORKS WORKS (208)985 1211 ( ,
Z CITY OF MERIDIAN STREET v
W STREET LIGHTS (208)489-0352
N LIGHTS _
POWER IDAHO POWER (208)388-6510 —
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z GAS INTERMOUNTAIN GAS (208)377-6863 1-84 s .�
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M z SURVEY INFORMATION
0 NOTICE TO CONTRACTORS
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z Z) CONSTRUCTION STAKING WILL BE PROVIDED BY T-O ENGINEERS-ROB O'MALLEY,PLS PHONE NO.(208)-442-6300
o< O ATTENTION:
ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988(NAND 88). CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
zi Ur CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 0 1/2 1
Q BM#1 BM#2 BM#3 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING IF THIS BAR DOES NOT MEASURE
HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE CITY OF MERIDIAN AND 1"ON 22x34 SHEET or 1/2" ON
z NORTHING: 704949.463 NORTHING: 704514.044 NORTHING: 704531.477 1lxl7 SHEET,THEN DRAWING IS
THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE NOT TO SCALE
o cl EASTING: 2443753.577 EASTING: 2442592.308 EASTING: 2441270.993 PERFORMANCE OF WORK ON THIS PROJECT.
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w Q ELEVATION: 2576.902 ELEVATION: 2564.582 ELEVATION: 2563.844 UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, DATE: April 15,2024
n d OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING
PROJECT: 230734
O DESCRIPTION: 5/8"W/CAP DESCRIPTION: 5/8"W/CAP DESCRIPTION: 5/8"BAR AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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GENERAL NOTES SEWER NOTES ROADWAY NOTES �STERFc�tiFF
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O 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,CURRENT EDITION. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST SEWER SPECIFICATIONS AND STANDARD DRAWINGS OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS.
a WORKS CONSTRUCTION (ISPWC), MERIDIAN PUBLIC WORKS DEPARTMENT AND/OR THE ADA COUNTY HIGHWAY DISTRICT(ACHD)MODIFICATIONS TO THE 8 56
2. ALL REFERENCE MADE TO THE ISPWC SHALL REFER TO THE CURRENT EDITION.THE CONTRACTOR SHALL HAVE AT LEAST ONE(1)COPY OF THE ISPWC ISPWC. 2. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. s 04/15/24�0
} ON-SITE FOR REFERENCE AT ALL TIMES DURING CONSTRUCTION.
J 2. THE CONTRACTOR SHALL CONSTRUCT THE SANITARY SEWER IN ACCORDANCE WITH THE STAMPED PLANS APPROVED BY THE MERIDIAN CITY PUBLIC WORKS 3. PLACE ALL WATER VALVES,BLOW-OFFS,AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER,VALLEY GUTTER, v qTF SO OF
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THE LOCATIONS OF EXISTING
UND UTILITIES ARE SHOWN IN AN
U 3 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRA ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES APPROXIMATE
CTOR EXACT
CAUSED WITHOUTITHE CURRENT SET OF APPROVED PLAN PROVIDED O THE CONTRACTOR BY THE PROJECT INSPECTOR PRIOR TO CONSTRUCTION.WORK SHALL NOT BE DONE OR SIDEWALK IMPROVEMENTS. OyNG. CARPF'���
BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. STANDARD 5"THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER I.S.P.W.C.STD. DWG. NO.SD-709.
U) 3. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT.
Cn 4. ONLY PLAN SETS STAMPED"APPROVED FOR CONSTRUCTION"AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED BY 5. CONCRETE CONSTRUCTION SHALL CONFORM TO I.S.P.W.C.SECTION 706 WITH CLASS 30 MPa(4000 PSI)CONCRETE.
Q THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE"APPROVED FOR CONSTRUCTION"STAMP SHALL BE GROUNDS FOR THE 4. SEWER INSPECTIONS WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT AND THEIR DECISIONS SHOULD BE CONSIDERED AS FINAL.THE CONTRACTOR N o i w Lu w
ISSUANCE OF A STOP WORK ORDER. WILL NOTIFY THE MERIDIAN PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO CONSTRUCTION. MERIDIAN CITY WILL PROVIDE PERIODIC INSPECTIONS FOR AN 6. PERMANENT PAVEMENT MARKINGS SHALL CONFORM TO I.S.P.W.C.SECTION 1104. PAVEMENT MARKING SHALL ALSO MEET THE MANUAL ON UNIFORM v) N 0 U U z w z
EIGHT-HOUR DAY, FROM 8:00 A.M.TO 5:00 P.M., FOR A FORTY HOUR WEEK.THE CONTRACTOR SHALL REIMBURSE THE CITY AT RATES ESTABLISHED BY THE TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS. w N z a z a O
5. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. CITY FOR INSPECTION IN EXCESS OF THE NORMAL WORK WEEK, INCLUDING LEGAL HOLIDAYS.OVERTIME INSPECTION RATES AND A LIST OF LEGAL HOLIDAYS 0 0 Y � �
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Q 6. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES TO A CONDITION EQUAL TO OR I.S.P.W.C.SECTION 801. coo cl U a_
BETTER THAN EXISTED PRIOR TO CONSTRUCTION. 5. SEWER CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION INCLUDING
U- MERIDIAN CITY REVISIONS. MERIDIAN CITY REVISIONS TO THE ISPWC STANDARD DRAWINGS ARE AVAILABLE ONLINE. 8. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS,CRUSHED SAND AND GRAVEL,AT THE THICKNESS SPECIFIED ON THE PLANS AND CONFORM v
0 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL,STATE AND LOCAL AUTHORITIES AND REGULATIONS ADOPTED THEREUNDER,WITH TO THE I.S.P.W.C.SECTION 802. w o
Z REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. 6. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE LAYING AND PIPE JOINING OPERATIONS.ALL Q ,n
0 MANHOLES LOCATED WITHIN LIMITS OF SEASONAL GROUNDWATER SHALL HAVE THE EXTERIOR OF ALL CONCRETE SURFACES COATED WITH TWO COATS OF 9. PLANT MIX ASPHALT CONCRETE SHALL BE AT THE THICKNESS SPECIFIED ON THE PLANS AND CONFORM TO A CLASS III PLANT MIX UNDER THE I.S.P.W.C.
8. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL,STATE,AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST CONTROL COAL TAR EPDXY. SECTION 810-PLANT MIX PAVEMENT.
PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT.
2 7. SERVICE LINES SHALL BE MARKED IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD DRAWING SD 512.SERVICE LINE MARKERS SHALL REMAIN IN
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9. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY PLACE DURING CONSTRUCTION AND BE PRESENT FOR FINAL INSPECTION.ON LOTS WHERE ROOF DRAINS ARE UTILIZED,THE CONTRACTOR SHALL COLOR
a JURISDICTIONAL BODY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE ROOF DRAIN MARKERS TO CLEARLY DIFFERENTIATE ROOF DRAIN MARKERS FROM SEWER SERVICE MARKERS.
THE CONSTRUCTION AREA.
z 8. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10)FEET.WHERE IT IS NECESSARY FOR SEWER AND WATER
W 10. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. TO CROSS EACH OTHER AND THE SEWER LINE IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN,THE SEWER LINE CROSSING SHALL BE P.V.C.
F- PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10'ON BOTH SIDES OF WATER LINE.ONE FULL LENGTH OF BOTH WATER
11. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, UNIFORM MAIN AND SEWER LINE SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. w
?� BUILDING CODE,CITY OF MERIDIAN CODE,AND ALL APPLICABLE COUNTY,STATE,AND FEDERAL CODES AND REGULATION.
9. ALL STATIONING RELATES TO THE GRAVITY SEWER CENTERLINE. U) z 0
U 12. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, z 0 U
LL WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THESE REQUIREMENTS 10. THE CONTRACTOR SHALL PROVIDE MERIDIAN CITY'S INSPECTOR WITH"CUT SHEETS"FOR THE STAKING PROVIDED FOR CONSTRUCTION OF THE SANITARY � d Q
U AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER. SEWER."CUT SHEETS"SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.ADDITIONALLY,TEMPORARY BENCH MARKS MUST BE PROVIDED TO THE n
W MERIDIAN PUBLIC WORKS DEPARTMENT, INSPECTION SECTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. L UUi
U) 13. WORK SUBJECT TO APPROVAL BY ANY AGENCY MUST BE APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE;(B)PLACING OF AGGREGATE BASE;(C) p g
PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING.WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM THE 11. PRIOR TO CONSTRUCTION,TEMPORARY BENCH MARKS(TBM'S)SHALL BE SET IN THE FIELD BY A LICENSED SURVEYOR OR ENGINEER AND SHALL BE FLAGGED LL
RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. AND CLEARLY VISIBLE FROM ALL DIRECTIONS.A TBM SHALL BE LOCATED WITHIN 100 FEET OF THE TIE-IN TO EXISTING SEWER AND SPACED NO GREATER THAN }
p 500 FEET ALONG THE SEWER ALIGNMENT THEREAFTER.TBM'S SHALL HAVE ELEVATIONS TIED TO THE NAVD 1988 DATUM.
2 14. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS U
H OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED.THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN 12. SEWER PIPE WITH COVER OF GREATER THAN 3 FEET,SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE(PVC),SDR 35,ASTM D3034 FOR 4-INCH THROUGH
ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS. 15-INCH AND ASTM F679 FOR 18-INCH THROUGH 27-INCH AS SET FORTH BY THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT.SEWER PIPE WITH LESS THAN 3
U) FEET OF COVER SHALL BE DUCTILE IRON CONFORMING TO ANSI A-21.51 OR AWWA C-151 MINIMUM CLASS 50.A RUBBER RING IS TO BE INSTALLED WHERE THE
15. CONTRACTOR SHALL OBTAIN AN EROSION AND SEDIMENT CONTROL PERMIT FROM THE CITY OF MERIDIAN A MINIMUM OF 72 HOURS PRIOR TO ANY WORK PIPE IS IN CONTACT WITH THE MANHOLE BASE AND/OR ITS CHANNEL IN ORDER TO ENSURE A WATER-TIGHT SEAL.
Z ON-SITE.
W 13. THE SEWER CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF RISER AND GRADE RINGS.THE SEWER CONTRACTOR SHALL
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z 16. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. FIELD VERIFY THE ELEVATION OF THE TOP OF THE MANHOLE CONE TO ASSURE THAT RING ELEVATIONS MATCH FINAL STREET GRADES.THE MAXIMUM HEIGHT
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0 OF THE GRADE RINGS SHALL BE SUCH THAT THE FINISHED GRADE ELEVATION OF THE MANHOLE FRAME AND COVER SHALL NOT BE MORE THAN TWENTY-ONE z
0 17. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. (21")INCHES ABOVE THE TOP OF THE MANHOLE CONE.
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H 18. CONSTRUCTION DEWATERING, IF REQUIRED,SHALL COMPLY WITH I.S.P.W.C.SECTION 205.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF 14. THE PAVING CONTRACTOR SHALL SET THE GRADE RINGS AND POUR THE CONCRETE COLLARS PER STANDARD DRAWING NO.SD 508.THE PAVING
lr_ SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE CONSTRUCTION WASTEWATER THAT DISCHARGES TO CONTRACTOR SHALL CONTACT ACHD 24 HOURS PRIOR TO POURING CONCRETE COLLARS.
STATE OR FEDERAL WATERS,A SHORT TERM ACTIVITY EXEMPTION FROM DEQ OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR.
15. THE TRENCH BACKFILL ABOVE THE PIPE ZONE WILL BE INSPECTED BY THE ACHD OR BY THE DEVELOPER'S ENGINEER IN ACCORDANCE WITH THE LATEST cOj
Z 19. TRENCH EXCAVATION,BEDDING,AND BACKFILL SHALL CONFORM TO THE I.S.P.W.C. DIVISION 300. BEDDING SHALL BE A CLASS A-1 BEDDING SYSTEM. IF SOFT, EDITION OF THE"CONSTRUCTION QUALITY ASSURANCE MANUAL".COMPACTION TESTS ARE REQUIRED ON THE BACKFILL ABOVE THE PIPE ZONE,WITHIN ` }
W UNSTABLE,OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE TYPE II PER I.S.P.W.C.SECTION 304. BACKFILL SHALL PUBLIC RIGHT-OF-WAY.TESTING SHALL BE CONDUCTED TO MEET ALL ACHD REQUIREMENTS AND THE RESULTS SHALL BE SUBMITTED TO MERIDIAN PUBLIC ^/ a
COMPLY WITH I.S.P.W.C.SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 COMPACTION. WORKS DEPARTMENT AND ACHD PRIOR TO FINAL ACCEPTANCE. I..L w a°i o
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20. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND ASPHALT.FIELD QUALITY 16. THE MERIDIAN PUBLIC WORKS DEPARTMENT MAY TEST THE COMPACTION OF THE SEWER PIPELINE BEDDING.TESTING WILL BE DONE BY AN INDEPENDENT o = a
CONTROL SHALL BE IN ACCORDANCE WITH ISPWC.SECTION 204.3.4 AND SECTION 810.3.13.COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF TESTING LABORATORY.THE COST OF THE FIRST TEST WILL BE PAID BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. IF THE FIRST TEST FAILS TO MEET z o Q
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MERIDIAN FOR REVIEW. REQUIRED COMPACTION,ALL RE-TESTING SHALL BE PAID BY THE SEWER CONTRACTOR.THE CONTRACTOR SHALL CONTACT THE MERIDIAN PUBLIC WORKS - Q
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DEPARTMENT AND/OR TESTING LABORATORY TO SCHEDULE THE TESTS PRIOR TO ANY PIPE LAYING AND BACKFILLING. a m (L
U) 21. ALL UNSUITABLE MATERIAL SUCH AS SOILS,TRASH,AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF ^/ o z 2 CD
= OFF SITE. 17. THE CONTRACTOR SHALL LEAVE THE EXCAVATION FOR THE UPSTREAM END OF ALL SERVICE LINES OPEN FOR FIELD VERIFICATION OF THE INVERT ELEVATION ILL Q N Z m
BY THE CITY'S INSPECTOR.THE CONTRACTOR SHALL NOT BACKFILL THE ENDS OF SERVICE LINES UNTIL HE HAS OBTAINED APPROVAL FROM MERIDIAN CITY'S rMi w
U- 22. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY GEOTEK, INC JANUARY 20,2020. INSPECTOR OR MADE OTHER ARRANGEMENTS FOR THE VERIFICATION OF SERVICE LINE INVERT ELEVATIONS. **A °v
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Z 23. ALL MATERIALS AND FINISHES SHALL BE AS PER DRAWINGS. DETAILS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY AND ALL 18. PRIOR TO FINAL ACCEPTANCE,AFTER ALL UTILITIES ARE IN AND PRIOR TO PAVING,AN AIR TEST SHALL BE CONDUCTED.THE CONTRACTOR SHALL CONTACT 04
O ORDERING LEAD TIMES,AND PROVIDING REQUIRED MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE THE CITY OF MERIDIAN A MINIMUM OF 24 HOURS PRIOR TO TESTING.ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH THE ISPWC AND MERIDIAN
F- ALLOWED.CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE. CITY'S MODIFICATIONS.
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U 24. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. 19. THE SEWER MAIN SHALL BE TESTED FOR DEFLECTION IN ACCORDANCE WITH THE ISPWC AND MERIDIAN CITY'S MODIFICATIONS.ALL SEWER LINES SHALL BE
u- TELEVISED WITH A CLOSED CIRCUIT TELEVISION CAMERA IN ACCORDANCE WITH THE ISPWC AND MERIDIAN CITY'S MODIFICATIONS. NO STANDING WATER
0 25. IF ANY ARCHAEOLOGICAL,CULTURAL OR HISTORICAL RESOURCES,OR ARTIFACTS OR OTHER FEATURES ARE DISCOVERED DURING THE COURSE OF SHALL BE PRESENT.
O CONSTRUCTION ANYWHERE ON THE PROJECT SITE,WORK SHALL BE SUSPENDED IN THAT LOCATION UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST
2 ASSESSES THE SIGNIFICANCE OF THE DISCOVERY.
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Q 26. UPON COMPLETION OF ALL WORK THE CONTRACTOR SHALL CLEAN THE ENTIRE CONSTRUCTION SITE.FINAL CLEAN UP SHALL CONSIST OF REMOVAL OF ALL
W CONSTRUCTION DEBRIS,TRASH, REMAINING CONSTRUCTION STAKES,CONSTRUCTION SIGNS, ETC.FROM THE SITE.THE CONTRACTOR SHALL SWEEP ALL
fA SIDEWALKS AND STREETS AS NECESSARY TO REMOVE ANY SOIL, ROCKS,GRAVEL OR OTHER MATERIALS.THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS
W AND MANHOLES REMOVING ANY SAND, DIRT,GRAVEL OR DEBRIS.
z WATER NOTES
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H 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING O
GRADING & DRAINAGE NOTES WATER SYSTEMS(IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL
CONSTRUCTION NOTE NO. 1. LL
1. THE CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585 OR 811.Q� )
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2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM V
d 2. WHERE IT IS NOT SPECIFICALLY STATED IN THESE SPECIFICATION THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SHALL GOVERN. DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN rr nn
Lu AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE V
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3. ALL EXISTING ORGANIC AND/OR DISTURBED SOILS, IF ENCOUNTERED,SHALL BE REMOVED TO DEPTHS OF 1-FOOT(MINIMUM),AND STOCKPILED FOR LATER CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING z
ZUSE. WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16).
Q 4. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT INTERMIXING. PLACE, GRADE,AND SHAPE 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
STOCKPILES TO DRAIN SURFACE WATER. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE ��/ U)
w 5. ALLOW AN INDEPENDENT QUALIFIED TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS ui
D SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). Q
Q6. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS,OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED,SCARIFY AND 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A z r n O
LL MOISTEN OR AERATE,OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS,DRAINAGE SWALES). O
0 WITHOUT ADDITIONAL COMPENSATION. z
} 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS
F- 7. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS NOTED ON THIS PLAN AND NOTIFY DESIGN ENGINEER WHEN ELEVATIONS DO NOT MATCH PLANS. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE /\
w PUBLIC WORKS INSPECTOR.
a 8. WASTE SOIL SHALL BE HAULED TO AN OFFSITE DISPOSAL SITE FURNISHED BY THE CONTRACTOR.
0 9. ALL FINISHED GRADES SHALL BE SMOOTH AND UNIFORM.
W 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE POSITIVE DRAINAGE TO ALL CATCH BASINS, DRAINAGE STRUCTURES,CURB CUTS,AND )
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= DRAINAGE WINDOWS. V
F- z
(n 11. ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM OF ONE PERCENT(1%)CROSS SLOPE UNLESS OTHERWISE NOTED. O
~ 12. CONTRACTOR SHALL COORDINATE CONNECTION OF ALL ROOF DRAIN DOWN SPOUTS AND BUILDING PLUMBING.SEE ARCHITECTURAL AND MECHANICAL ( 1
Z
W DRAWINGS FOR EXACT LOCATION OF DRAINAGE CONNECTION POINTS. �•/
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N
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D 13. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER.
F- 14. ALL NON GRATED STORM DRAIN MANHOLE COVERS SHALL BE MARKED"STORM DRAIN".
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z 15. CONCRETE COLLARS SHALL BE POURED AT ALL STORM DRAINAGE INLETS AND MANHOLES.COLLARS SHALL BE PLACED IN ACCORDANCE WITH ISPWC
co SD-616.
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° 16. PIPE TRENCH SHALL CONFORM TO DIVISION 300 OF THE LATEST EDITION OF THE ISPWC AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER
j SECTIONS 305 AND 306 OF THE ISPWC.
Z
17. PIPE LENGTHS SHOWN ARE NOT EXACT.ACTUAL INSTALLATION LENGTHS MAY VARY SLIGHTLY.LENGTHS ARE SHOWN FOR GENERAL INFORMATION ONLY.
0 d
z D 18. ALL PROPOSED STORM DRAINAGE CATCH BASIN INLETS AND MANHOLES SHALL BE COVERED WITH FILTER FABRIC BY THE STORM DRAIN CONTRACTOR TO
O PREVENT CONTAMINATION OF STORM DRAINAGE FACILITIES. FABRIC SHALL NOT BE REMOVED UNTIL AFTER CONSTRUCTION IS COMPLETE AND LANDSCAPE ATTENTION:
01 AREAS HAVE MATURED. 0 1/2 1
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19. CARE SHALL BE TAKEN TO PREVENT DIRT AND OTHER SUPERFLUOUS MATERIALS FROM ENTERING STORM DRAINAGE FACILITIES DURING CONSTRUCTION. IF THIS BAR DOES NOT MEASURE
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~ 2. ALL STRIPING SHALL BE PAINT IN ACCORDANCE WITH SECTION 1104 OF THE ISPWC. S02 TYPE III BARRICADE PER ISPWC SD-1132B
0 20 IL01 80 120
3. CONTRACTOR TO FIELD-VERIFY LOCATION OF EXISTING STRIPING PRIOR TO NEW STRIPING.
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Z 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT Q
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07 THE NATIONAL ELECTRIC CODE.
TYPE 1 STREET LIGHT,35'HIGH WITH 12'MAST ARM, PER
2 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE L0 CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS
w ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO
a OPEN A PERMIT AND REQUEST INSPECTIONS.
Z 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING,
H BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. LEGEND
>� 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES,5'MIN. FROM FIRE HYDRANTS
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AND 2'MIN. FROM WATER METERS.
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IL 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT p �z
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07 PROPOSED TYPE III BARRICADE p
H 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR QUESTIONS PROPOSED TYPE II BARRICADE
OREGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS.
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Q DATE: March 28,2024
Q N PROJECT: 230734
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