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Treasure Valley Athletic Center
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1250 E . Piper Ct.
MERIDIAN ID 83642wzz
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EARTHWORK: i ---o _t� .. ..__ �_,.; . ; _ �?
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p CP 1. ALL CONSTRUCTION SHALL BE PER THE LATEST EDITION OF IDAHO STANDARDS FOR PUBLIC WORKS T E co
CONSTRUCTION (ISPWC). P '��"'
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- - 2. EXISTING UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND SURFACE �, �_ e 1 ,
f,'� so e OBSERVATIONS. ACTUAL LOCATIONS MAY DIFFER SUBSTANTIALLY FROM WHAT IS SHOWN. ' b
\�L % ,, a D� CONTRACTOR SHALL VERIFY EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL �.j;_ �!' ' � �
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CALL DIGLINE PRIOR TO ANY EXCAVATION AT 208 342-1585. to T O
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3. CONTRACTOR SHALL STRIP THE SITE PRIOR TO PLACEMENT OF FILL MATERIAL OR EXCAVATION. STRIP
MATERIAL SHALL BE PLACED ON SITE IN THE AREA DESIGNATED ON THE EROSION AND SEDIMENT
CONTROL PLAN. DEBRIS, VEGETATION, AND OTHER DELETERIOUS MATERIAL SHALL BE REMOVED AND 4 - Drawings not to be reproduced without
written permission from
DISPOSED OF OFFSITE BY CONTRACTOR. ANTICIPATED STRIP IS 4 TO 6 INCHES. ''ire I + # r. w Alpha Omega Engineering LLC.
c� 3 4. NOTIFY ENGINEER WHEN EXCAVATIONS HAVE REACHED REQUIRED SUB GRADE FOR APPROVAL AFTER VICINITY MAP -
_ _ STRIP AND PRIOR TO FILL PLACEMENT. WHEN APPROVAL OF SUB GRADE HAS BEEN OBTAINED FROM 0CITY OF MERIDIAN, ADA COUNTY S\ONqL F
_ THE ENGINEER, THE CONTRACTOR SHALL KEEP THE SUB GRADE SOILS DRY, UNFROZEN AND FREE OF �,S \STF
'1M TRAFFIC UNTIL THE FULL PAVEMENT SECTION HAS BEEN INSTALLED. RECONSTRUCT SUB GRADES �� �� RA
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DAMAGED BY FREEZING TEMPERATURES, AS DIRECTED BY ENGINEER, WITHOUT ADDITIONAL
COMPENSATION. LEGEND: ARCHITECT: 7564
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ICJ 5. PROTECT APPROVED SUB GRADE SOIL FROM RECEIVING EXCESS MOISTURE. IF THIS SOIL IS ALLOWED PROPERTY LINE - - ERIC HAGEN
TO RECEIVE MOISTURE, WHICH RAISES IT ABOVE ITS OPTIMUM LEVELS, IT COULD BECOME UNSTABLE 280 N. 8TH STREET, STUDIO 204 3y��TF OF
so SS8 AND NOT BE COMPACTABLE. UNSTABLE SOIL SHALL BE REMOVED AND REPLACED WITH ENGINEERED EXIST. CONCRETE ° ° qF� R.
° SS8 BOISE, ID 83702
SS8 FILL AT THE CONTRACTOR'S EXPENSE.
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co 6. FILL MATERIAL SHALL BE APPROVED BY THE ENGINEER TO BE USED AS STRUCTURAL FILL MATERIAL. PROP. CONCRETE ERIK@ERIKHAGEN.COM
- CIVIL ENGINEER:
o EXIST. ASPHALT
I7 ORGANIC AY BE USED AS LANDSCAPE FILL MATERIAL.. THE STRIP MATERIAL WHICH CANNOT BE USED AS STRUCTURAL MATERIAL, I.E. GREATER THAN 3/o
''••'• "� .: • '• ' ,:: ._' � �� /� ALPHA OMEGA ENGINEERING
• 1• ° v� l: >' S M PROP. ASPHALT
1014 S. LA POINTE DRIVE, SUITE 2
- - F�/8. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO
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PERFORM FIELD QUALITY-CONTROL TESTING. ALLOW TESTING AGENCY TO INSPECT AND TEST SUB PROP. GRAVEL + + . . . + + + + + + BOISE, ID 83706
`•, " GRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER
.;, • ,• ,;'. CONTACT: MIKE LIIMAKKA, P.E. Uj
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• �-„;: , . z. o, � TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. PROP. LANDSCAPING
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•'• � 7/77777777//
(208) 322-5250
".;' 4 '`. ,' '. ° .Y•. ' ~ '{ r. 9. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR
SEEPAGE BED
MIKE@AOENGINEERING.COM
I '�; ,J ..1R k '•'� .4 z'° �.: ^ MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE
DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. COMPACT SOIL MATERIALS TO NOT
EXISTING CONTOUR `525 - w
SITE PLAN LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY ACCORDING TO ASTM D 1557: (1.0' INTERVALS)
EXCAVATED ONSITE OR IMPORTED SOIL FILL, 90%; SUBGRADE, 90%; AGGREGATE BASE AND SUBBASE,
1 95%; UTILITY TRENCHES, 90%. UNDER LAWN OR UNPAVED AREAS, SCARIFY AND RE COMPACT TOP 6 PROPOSED CONTOUR
SCALE: 1"=30' 0 30 6o Lo R INCHES BELOW GRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL TO 85 2525
PERCENT. STRUCTURAL FILL WITHIN THE BUILDING PAD AREAS DESCRIBED ABOVE AND WITHIN THE (0.5' INTERVALS) '
GENERAL: WATER: "LOAD STRESS ENVELOPE" SHALL BE PLACED AND COMPACTED TO 90%. GRADE BREAK GB V
- - - - --- --
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE 10. BUILDING PAD AREA AND PAVEMENT AND WALKWAY AREAS SHALL BE TESTED AT A RATE OF 1 TEST N
1. CONSTRUCT THE ONSITE WATER SYSTEMS TO CONFORM WITH THE STANDARDS IN THE LATEST
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE REQUIREMENTS OF THE EDITION OF "PLUMBING - IDAHO STATUTES AND ADMINSTRATIVE RULES"AND THE LATEST EDITION OF PER 5000 SF PER LIFT OR A MINIMUM OF ONE TEST PER LOT BUILDING PAD AREA PER LIFT. SURFACE EXIST. WATER W
ADA COUNTY HIGHWAY DISTRICT (ACHD) FOR WORK WITHIN THE RIGHT-OF-WAY. THE MORE THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRCUTION, I.S.P.W.C. WHERE DISCREPANCIES ARISE OF FINISHED GRADE SHALL BE TESTED AT A RATE OF 1 TEST PER 10,000 SF. Uj 00
STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR POTABLE WATER W8 0
BETWEEN THE TWO, THE MOST RESTRICTIVE REQUIREMENT SHALL APPLY. 11. WHEN TESTING AGENCY REPORTS THAT SUB GRADES, FILL, OR BACKFILLS HAVE NOT ACHIEVED
SPECIFICATIONS. DEGREE OF COMPACTION SPECIFIED, SCARIFY TO MOISTEN OR AERATE, OR REMOVE AND REPLACE
2. ALL WATER PIPE AND FITTINGS SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 400 OF THE EXIST. SANITARY SEWER M
2. EXISTING UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND ISPWC. SOIL TO DEPTH REQUIRED; RE-COMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED
SURFACE OBSERVATIONS. ACTUAL LOCATIONS MAY DIFFER SUBSTANTIALLY FROM WHAT IS WITHOUT ADDITIONAL COMPENSATION. SANITARY SEWER -SS8 C
SHOWN. CONTRACTOR SHALL VERIFY EXISTING LOCATIONS PRIOR TO CONSTRUCTION. 3. FOUR (4) FEET OF COVER SHALL BE PROVIDED FOR ALL WATER SERVICES.
12. PROTECT EXCAVATED SUB GRADE AREAS OR AREAS STRIPPED FOR SUBSEQUENT FILL MATERIAL
CONTRACTOR SHALL CALL DIGLINE PRIOR TO ANY EXCAVATION AT 208 342-1585. THE CONTRACTOR
ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY ( ) PLACEMENT BENEATH AREAS TO BE PAVED; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXIST. STORM SEWER SD L
4. THE HORIZONTAL SEPARATION OF WATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN 10 FEET.
SCHEDULE AND CONSTRUCT WORK, AND PROVIDE PROTECTIONS, IN A MANNER TO AVOID CAUSING
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. WHERE IT IS NECESSARY FOR SEWER (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) AND WATER
LINES TO CROSS EACH OTHER, AND THE SEWER LINE IS LESS THAN EIGHTEEN (18) INCHES BELOW OR INSTABILITY OF THE EXISTING SOILS. SUCH PROTECTION MAY INCLUDE AVOIDING TRAFFIC OVER SUCH STORM SEWER -SD8
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS AND FOR PAYING ABOVE WATER MAIN, THE SEWER LINE SHALL BE CLASS 200 ASTM D-2241 PVC PIPE WITH WATER-TIGHT AREAS WITHOUT PROVISION OF A PROTECTIVE CONSTRUCTION ACCESS ROAD.
ASSOCIATED FEES. FIRE WATER � FIRE8 �
JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANCE OFTEN (10) FEET ON BOTH SIDES OF WATERLINE U
IN ACCORDANCE WITH SECTION 1-8305.09 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 13. CONTRACTOR SHALL KEEP SURFACES WELL DRAINED FREE FROM PUDDLING, PONDING, OR POTENTIAL
4. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR SYSTEMS. ONE FULL LENGTH OF BOTH WATER AND SEWER LINES SHALL BE CENTERED AT THE MOISTURE BUILD UP IN THE FORM OF SNOW OR OTHERWISE, WHICH MAY CAUSE THE INSTABILITY OF PRES. IRRIGATION P18 L
THE SURFACE SOILS OR UNDERLYING SOILS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE
CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. IN LIEU OF KEEP THESE SUB GRADE SOILS DRY AND FREE OF TRAFFIC PRIOR TO AND DURING COMPACTION j
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF CONSTRUCTING OR RECONSTRUCTING THE SEWER TO CONFORM TO WATER MAIN STANDARDS, THE GRAV. IRRIGATION GI
TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. WATER LINE MAY BE SLEEVED IN AWWA C 900 CLASS 200 PVC FOR A DISTANCE OF TEN (10) FEET ON EFFORTS AND UNTIL THE FULL PAVEMENT SECTION HAS BEEN INSTALLED.
14. EXISTING PAVEMENT TO REMAIN SHALL BE PROTECTED FROM DAMAGE. ALL HEAVY VEHICLE TRAFFIC W
BOTH SIDES OF THE CROSSING.
5. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION GAS > �
PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND SHALL BE KEPT OFF OF EXISTING PAVEMENT AS MUCH AS POSSIBLE. In
ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO 5. LOCATE SUBSURFACE STORM WATER DISPOSAL FACILITIES (INCLUDING UNLINED PONDS, INFILTRATION ABBREVIATIONS: N
BEDS AND DRYWELLS) AT LEAST 25 FEET FROM MAIN WATER LINES. THIS REQUIREMENT DOES NOT 15. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS, IF REQUIRED SHALL BE BACK CHARGED TO
THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PRIOR TO FINAL APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. THE RESPONSIBLE CONTRACTOR BY THE OWNER. AC ASPHALT IE INVERT ELEV. Uj
APPROVAL OF THE PIPE LINE INSTALLATION.
6. PLACE NO. 12 DIRECT BURIAL WIRE ALONG THE NORTH AND EAST SIDE OF WATER MAINS AND SERVICE ACHD NOTES: BW BOTTOM OF WALL LG LIP OF GUTTER
6. CONTRACTOR SHALL AVOID DESTROYING OR DISRUPTING ALL MONUMENTS SHOWN OR LINES. CR CROWN LP LOW POINT
OTHERWISE AND SHALL BE RESPONSIBLE FOR NOTIFICATION OF THE ENGINEER AND 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CURRENT EDITION OF THE EX EXISTING MX MATCH EXISTING
REPLACEMENT OF DISRUPTED OR DESTROYED MONUMENTS. AN IDAHO LICENSED LAND 7. THE CONTRACTOR SHALL NOTIFY THE STATE PLUMBING BUREAU TWO (2) WORKING DAYS BEFORE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY FF FINISHED FLOOR RIM RIM ELEVATION
SURVEYOR SHALL REPLACE ALL MONUMENTS REMOVED OR DISTURBED BY CONSTRUCTION INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN FG FINISHED GRADE TC TOP OF CURB
ACTIVITIES. APPURTENANCES TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILLING. WRITING BY THE DISTRICT. FL FLOW LINE TS TOP OF SLAB
GB GRADE BREAK TW TOP OF WALL
7. WHERE CONSTRUCTION IS LOCATED WITHIN A PRIVATE DRIVE, CONTRACTOR SHALL SECURE
8. CONSTRUCT, PRESSURE-TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN 2. ALL EXISTING UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY, AND MUST BE VERIFIED. HP HIGH POINT
INDEPENDENT COMPACTION TESTING ON BACKFILL AND SUBMIT TEST RESULTS TO OWNER. ACCORDANCE WITH APPLICABLE PORTIONS OF SECTION 400 OF THE ISPWC. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING Uj
SEWER: WORK. CALL"DIGLINE", 48 HOURS IN ADVANCE OF COMMENCING WORK AT, 1-800-342-1585.
9. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER SCHEDULE 80 WATER CLASS PIPE
WHEREVER THE SERVICE LINE CROSSES A STORM WATER DISPOSAL FACILITY (I.E. SEEPAGE BEDS, 3. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT OF WAY ARE REQUIRED TO SECURE A
DRAINAGE SWALES N
1. CONSTRUCT THE ONSITE SEWER SYSTEMS TO CONFORM WITH THE STANDARDS IN THE LATEST )- RIGHT OF WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY FOUR24( ) HOURS PRIOR TO ANY p
EDITION OF "PLUMBING - IDAHO STATUTES AND ADMINSTRATIVE RULES"AND THE LATEST EDITION OF CONSTRUCTION N
THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRCUTION, I.S.P.W.C. WHERE DISCREPANCIES ARIS�0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL 00
BETWEEN THE TWO, THE MOST RESTRICTIVE REQUIREMENT SHALL APPLY. EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 4. CONTACT ACHD INSPECTION SERVICES AT (208) 387-6280 FOR INSPECTION OF ALL WORK IN THE RIGHT O
OF WAY
2. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE THE IDAHO STATE 11. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING SERVICE PIPING SHALL BE STUBBED TO z
WITHIN 5 FEET OF THE PROPOSED BUILDING LOCATION, 2 FEET ABOVE GRACE AND WIRED TO A 4 FT- 5. ASPHALT STREET REPAIRS SHALL MEET THE REQUIREMENTS OF THE ISPWC SD-301, ACHD SD-303 AND REVISIONS 0
PLUMBING INSIDE BUILDINGS. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE
PLUMBING BUREAU FOR SEWER SERVICE PIPING FROM THE SEWER MAIN TO AND INCLUDING 2X4. END SHALL BE CAPPED OR CRIMPED IN A MANNER THAT WILL NOT BE EASILY TAMPERED WITH. ACHD SD-806. NO. DATE DESCRIPTION U
RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE C)
APPROVED CONSTRUCTION PLANS AND STANDARD SPECIFICATIONS AND DRAWINGS. 12. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED 6. THE ROADWAY SECTION FOR PAVEMENT REPAIR ON S. VIRGINIA AVE. SHALL BE SP-3, 0.5 INCH (1/2") MIX,
FORCES EXIST BY SUITABLE THRUST BLOCKING. PG 58-28 2.5" THICK, WITH 4" OF 3/4" BASE, AND 14" OF 6" MINUS PIT RUN OR MATCH EXISTING,
3. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D, UNLESS WHICHEVER IS GREATER. U)
OTHERWISE SPECIFIED. ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 5063. ALL WATER PIPE WORK WITHIN THE RIGHT-OF-WAY SHALL BE COORDINATED WITH LOCAL ROAD z
OF THE ISPWC. AUTHORITY. 7. ALL PAVEMENT MATCHES INCLUDING DRIVEWAY APPROACHES, FRONTAGE AND UTILITY CUTS REQUIRE PROJECT #: 24017 0
A MINIMUM 2' SAWCUT INTO EXISTING PAVEMENT. CU
DATE: 08-05-24 �
4. LOCATE SERVICE LINES TO WITHIN 5 FEET OF THE PROPOSED BUILDINGS. MARK AND CONSTRUCT 14. BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTION DEVICE AT THE POINT 8 ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND DRAWN BY: WL
SERVICE LINES IN ACCORDANCE WITH ISPWC SD-301 AND SD-512. OF ENTRY TO ANY BUILDING. THE TYPE OF DEVICE IS CONTINGENT UPON THE DEGREE OF HAZARD 0
.THE LIMITS SHOWN ON THE PLANS THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 0
AND MUST MEET DEQ STANDARDS. SHEET TITLE:
5. SEWER SERVICE LINES SHALL BE INSPECTED AND APPROVED BY THE STATE PLUMBING BUREAU. HIGHWAY CUTS; OF THE ACHD POLICY MANUAL:
8.a. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF 0
6. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, 15. INSTALLATION OF WATER METERS SHALL BE BY VEOLIA. CONTRACTOR SHALL COORDINATE. THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING COVER z
DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND OPERATIONS. '
RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM DRAIN FACILITIES THAT ARE SILTED 8.b. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, SHEET ILL]
DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE MATERIAL SHALL BE CERTIFICATION OF COMPLIANCE WITH DESIGN STANDARDS: CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. U)
THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. 8.c. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL
THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF
7. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. A TRAVEL LANE. SHEET NO.: LJJ
CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. g d. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS W
THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME
8. THE CONTRACTOR SHALL TEST ALL SEWER LINES IN ACCORDANCE WITH SECTION 500 OF THE ISPWC. THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING
VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE IS A CRITICAL FACTOR
9. THE SEPARATION OF WATER AND SEWER MAINS SHALL BE PER WATER NOTE#4. 8.e. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF
BEFORE CONSTRUCTION BEGINS.
10. TRENCH BEDDING AND BACKFILL SHALL BE PER ISPWC DIVISION 300. 000
9. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE
11. SEWER SERVICE CONNECTION PERMITS SHALL BE OBTAINED FROM THE CITY OF BOISE. INSPECTIONS RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER
OF ROAD CUT AND SEWER CONNECTION SHALL BE COORDINATED WITH ACHD AND THE CITY OF BOISE. ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE
REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION
12. CONTACTOR SHALL PROVIDE TRAFFIC CONTROL FOR ROAD CUT WORK.