HomeMy WebLinkAboutC0.00 Civil Cover & Notes APPROVED FOR CONSTRUCTION
These plans and/or specifications have been reviewed for compliance •
with Meridian City Standards and Specifications.This review does not
relieve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by
City staff shall not be construed as approved unless specifically
addressedStandards in writing by the City.Any proposed revision to these plans In
■ ■ ■ SMSARCHITECTS
must be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
Name Mercedes Amador
Permit Number LDIR-2025-0043 26940 ALISO VIEJO PARKWAY � SUITE 120
rin Phase 2B- ALISO VIEJO I CALIFORNIA 1 92656
+ 1 . 949 . 757 . 32401SMS - ARC H . 0 OM
32899 3395, and 3300 E Longwing Ln. Meridian, ID 83642
City of Meridian - Standard Notes: ACHD Standard Notes: Earthwork Notes: VicinityMa c�ZON E�
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GENERAL CONSTRUCTION NOTES: ACHD STANDARD CONDITIONS: 1. DEFINITIONS _ ;; ' r ; � IGj lt'�Ir`�t* Sheet Sheet Title Revision
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. 1.1. GEOTECHNICAL ENGINEERING REPORT: REPORT OF GEOTECHNICAL ENGINEERING SERVICES BY GEO DESIGN, INC. FOR"THE 1 2 3 4 5 10 9 61
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL VILLAGE AT MERIDIAN PHASE 2B" FILE NO. CENTERCAL-8-10, DATED JUNE 2, 2021. = . Number
SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY 1.2. STRUCTURAL FILL: SOIL MATERIALS USED TO RAISE THE GRADES BENEATH BUILDINGS, FOOTINGS, FOUNDATIONS, f ai ~ , Z�iftL'I ` : CIVIL s� o
OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO R '9T P�
TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE OR RIGHT-OF-WAY. RETAINING WALLS, SLABS, CURBS, MECHANICAL AND ELECTRICAL APPURTENANCES, OR OTHER MAN-MADE STATIONARY � ' 9S E OF
CO.00 COVER&NOTES rr
FEATURES CONSTRUCTED ABOVE OR BELOW THE GROUND SURFACE. bl. y . O DEN
CONTROLLING STANDARDS OR SPECIFICATIONS. i C1.00 DEMOLITION PLAN
3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING 1.3. BUILDING PAD AREAS: THE LIMITS DESIGNATED ON THE GRADING PLAN WITHIN WHICH A BUILDING FOUNDATION IS LIKELY � "�I-M-�" • 10/D�12D25
THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. TO OCCUR. BUILDINGS LOCATED OUTSIDE OF THESE LIMITS MAY REQUIRE REEXCAVATION AND REPLACEMENT OF f
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND "_`_ -` '�_ - :- -- -- - � - C1.50 ESC PLAN
DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE STRUCTURAL FILL AT THE TIME OF CONSTRUCTION BY THE BUILDING CONTRACTOR. � V '+ C1.55 ESC DETAILS
WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. 1.4. LOAD STRESS ENVELOPE: A 1 VERTICAL TO 1 HORIZONTAL 1:1 PLANE EXTENDING DOWNWARD FROM THE OUTSIDE EDGE f 1
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GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. OF THE FOOTING. i_u M, is � _ ,!! Q r C1.60 SITE FINISH SCHEDULE
5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL 1.5. MOISTURE CONDITIONING: THE PROCESS OF RAISING THE MOISTURE LEVELS IN THE SOIL TO LEVELS AT OR NEAR J '�'• ,L* . !' `" -
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN ON PLAN WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE OPTIMUM. INCLUDES SCARIFYING, ADDING WATER, MIXING OF SOIL AND RECOMPACTION FOLLOWED BY TESTING TO CS '"�*19 s r : CIVIL: SITE MATERIALS PLAN
SITE AT ALL TIMES. Q " fF.
DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED CONFIRM THAT MOISTURE LEVELS HAVE BEEN MET. i_u M ;. : Qp C2.00 OVERALL
THAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. 1.6. AIR DRYING: THE PROCESS OF LOWERING THE MOISTURE LEVELS IN THE SOIL TO LEVELS AT OR NEAR OPTIMUM. � ��
4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION � ' • � � C2.01 AREA 1 CENTE
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CONFERENCE PRIOR TO START OF WORK. z - - fr'`' _ • "� O
6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN 2. GENERAL r U i.`' '* C2.02 AREA 2
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE 2.1. WHERE IT IS NOT SPECIFICALLY STATED IN THE GEOTECHNICAL ENGINEERING REPORT OR IN THESE SPECIFICATIONS THE T"� Lil F.- *- PROPERTIES , L L C
THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NUMBERS) FOR DETAILS. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SHALL GOVERN. � ':. , IZ r-,,' C2.03 AREA 3
NOTICE. 2.2. CONTRACTOR SHALL CONTACT"DIG LINE"48 HOURS PRIOR TO ANY EXCAVATION. 1 800 342 1585. #.�, 4'11
z ,• C2.04 AREA 4
7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE _ � '-
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. 3. STRIP t_ �ti �� f .: CIVIL: SITE LAYOUT PLAN
THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 3.1. REFER TO THE GEOTECHNICAL REPORT FOR DETAILS OF STRIP REQUIREMENTS PRIOR TO PLACEMENT AND COMPACTION OF - .
8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS STRUCTURAL FILL MATERIALS. SEE"CONSTRUCTION CONSIDERATIONS" SECTIONS. ORGANIC AND/OR DISTURBED SOILS, IFS` = n . . C2.10 OVERALL
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE � { C2.11 AREA 1
APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, (SPARE OR FILLED)ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. ENCOUNTERED, SHALL BE REMOVED TO DEPTHS OF 1 FOOT (MINIMUM), AND STOCKPILED BY EARTHWORK CONTRACTOR E V 1 L L A G E DR _ 6, �. r
CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE FOR LATER USE. n�# d 3 '? 'r 1 ''• C2.12 AREA 2
SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 3.2. THE STRIPPED SURFACE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO SUBSEQUENT EXCAVATION OR III ,: z . '+ A;}i
ACHD ROADWAY NOTES: FILLING. J " ,, .-
. .. ". .. - '- . .. 4 i+ ''•, f f C2.13 AREA 3
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8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO A 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC -
O3.3. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT � ��t •, l ,E � '.,-... -�. -� C2.14 AREA 4
BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE INTERMIXING. PLACE, GRADE,AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. - r 'T
PLACING OF ASPHALT PAVING. ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. • - - kPol wilf.,=> � C2.50 SITE DETAILS
1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR 4. EXCAVATION �a �'I 1
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY ,,� iL -�" C2.51 SITE DETAILS
THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 4.1. REFER TO THE GEOTECHNICAL REPORT FOR DETAILS OF SPECIAL EXCAVATION REQUIREMENTS BENEATH FOOTINGS, FLOOR e. -,: ,
6000 OF ACHD POLICY MANUAL: SLABS, FLEXIBLE PAVEMENTS AND CONCRETE SLABS ON GRADE. _ . •1 .: CIVIL: GRADING PLAN
RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE it
MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 4.2. ALL EXISTING ORGANIC AND/OR DISTURBED SOILS ARE TO BE COMPLETELY REMOVED FROM BENEATH THE BUILDING PAD . C3.00 OVERALL PLAN
STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. +'
AREAS AND WITHIN THE"LOAD STRESS ENVELOPE"AS INDICATED ON THE GRADING PLAN AND FROM BENEATH THE
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, PAVEMENT AREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. C3.01 AREA 1
APPROVAL IN WRITING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 4.3. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT r . .. . . Project Site -
C3.02 AREA 2
1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL INTERMIXING. PLACE, GRADE,AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. _ .
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF I . ; - C3.03 AREA 3
ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY ,, "' `-- �- -
DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM A TRAVEL 1.2.3. FLOWABLELFILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS 5.5.1.5 NOTE Y GEOTECHNADE ICAL ENGINEER WHEN EXCAVATIONS HAVE REACHED REQUIRED SUBGRADE FOR APPROVAL AFTER STRIP E 1=A I R V I E W A V E C3.04 AREA 4
THE CITY ENGINEER. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS AND PRIOR TO FILL. .: CIVIL: DRAINAGE &UTILITY PLAN
A CRITICAL FACTOR. 5.2. IF UPON INSPECTION OF SUBGRADE, GEOTECHNICAL ENGINEER DETERMINES THAT ADDITIONAL STRIP IS NECESSARY OR _ C4.00 OVERALL
1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF THAT UNSATISFACTORY SOIL IS PRESENT, CONTINUE EXCAVATION AND REPLACE WITH COMPACTED FILL MATERIAL AS ,•r -
WATER: BEFORE CONSTRUCTION BEGINS. DIRECTED. C4.01 AREA 1
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT 5.3. IF GEOTECHNICAL ENGINEER DETERMINES THAT THE SUBGRADE AREAS THAT HAVE BEEN"MOISTURE CONDITIONED"OR C4.02 AREA 2
PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AS WELL AS THE STANDARDS AND SPECIFICATIONS STREET REPAIRS) WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT "AIR DRIED"DO NOT MEET THE REQUIRED MOISTURE LEVELS, REPEAT MOISTURE CONDITIONING OR AIR DRYING PROCESS ..
REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. SECTION OR THE SECTION NOTED ON THE ASPHALT PAVING SECTION DETAIL 1, SHEET C2.20. USE WITHOUT ADDITIONAL COMPENSATION. • • • • ' ...: C4.03 AREA 3
WHICHEVER SECTION IS GREATER. 5.4. WHEN APPROVAL OF SUBGRADE HAS BEEN OBTAINED FROM THE GEOTECHNICAL ENGINEER,THE CONTRACTOR SHALL KEEP 0 µ �;%
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY M . = tw C4.04 AREA 4
SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY THE SUBGRADE SOILS DRY, UNFROZEN AND FREE OF TRAFFIC UNTIL THE FULL PAVEMENT SECTION HAS BEEN INSTALLED.
FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING 5.5. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN,ACCUMULATED WATER, OR w ' ' ' f r C4.10 DRY UTILITY PLAN
INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. CONSTRUCTION ACTIVITIES, AS DIRECTED BY GEOTECHNICAL ENGINEER,WITHOUT ADDITIONAL COMPENSATION. J ' Of'
' C5.00 SEWER PLAN & PROFILE Z
542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 C.D di
OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION 6. SOIL FILL .�.._ w ;4; . ��� : LANDSCAPE
DIVISION. CONTACT INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE a
6.1. STRUCTURAL FILL: ACCEPTABLE SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, SM AND ML OR A COMBINATION OF '� f �, r L1.00 SPECIFICATIONS Z
3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE RIGHT-OF-WAY. INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 6 INCHES IN ANY DIMENSION, DEBRIS,WASTE, FROZEN 7 ` z a =a
WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN MATERIALS,VEGETATION, AND OTHER DELETERIOUS MATTER. SILT SOILS (GM, SM AND ML) MAY BE USED AS � j _ L1.01 SPECIFICATIONS
AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL STRUCTURAL FILL IF IT CONTAINS LESS THAN 3% ORGANICS AS DETERMINED BY THE GEOTECHNICAL ENGINEER AND THE 9= Cz
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO PAVEMENT MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL .: LANDSCAPE:TREE PLAN ■=
RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER PLACEMENT AND COMPACTION OF THE MATERIAL IS SUPERVISED AND APPROVED BY THE GEOTECHNICAL ENGINEER. USE �
RULES (IDAPA 58.01.16). TRANSITION SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. OF SILT SOILS AS STRUCTURAL FILL IS PROHIBITED BELOW FOOTINGS. L2.00 OVERALL
6.2. LANDSCAPE SOIL FILL: THE STRIP MATERIAL (ML)WHICH CANNOT BE USED AS STRUCTURAL MATERIAL, (I.E., GREATER L2.01 AREA 1 . . . . . =
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY THAN 3% ORGANICS), MAY BE USED AS LANDSCAPE FILL MATERIAL.
CROSSES A STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC 6.3. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL Project Contacts: L2.02 AREA 2 W 0
SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE WILL BOND WITH EXISTING MATERIAL. L2.03 AREA 3 C)
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 6.4. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE.
WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR 6.5. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE COMPACTION L2.04 AREA 4 ■ W
SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. Client / Owner / Developer: Architect:TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM W W
Certification of Compliance with Design Standards: MOISTURE CONTENT AT TIME OF COMPACTION SHALL BE CONSIDERED UNSATISFACTORY. .: LANDSCAPE: SHRUB PLAN IMEN
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6.6. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS OPTIMUM CENTERCAL PROPERTIES, LLC SMS ARCHITECTS L3.00 OVERALL Q Cc I=
SEWER: THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO COMPACT TO SPECIFIED DRY UNIT WEIGHT. SCOTT ARRINGTON NICHOLAS BIDDLE L3.01 AREA 1 a M qq*- W
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT 6.7. PROTECT APPROVED SUBGRADE SOIL FROM RECEIVING EXCESS MOISTURE. IF THIS SOIL IS ALLOWED TO RECEIVE 3200 PARK CENTER DR., SUITE 1250 26940 ALISO VIEJO PARKWAY, SUITE 120 M Cc 0.
(IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY MOISTURE, WHICH RAISES IT ABOVE ITS OPTIMUM LEVELS, IT WILL BECOME INSTABLE AND NOT BE COMPACTABLE. COSTA MESA, CA 92626 ALISO VIEJO, CA 92656 L3.02 AREA 2 -= M O
CONSTRUCTION NOTE N0. 1. SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE INSTABLE SOIL SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL AT THE CONTRACTOR'S EXPENSE. PH: (810) 803-6480 PH: (949) 757-3240 L3.03 AREA 3 LU = OO W
. 6.8. SUBGRADE MATERIALS WHICH HAVE BEEN PREVIOUSLY APPROVED BUT HAVE BEEN DRIED OR DAMPENED CAUSING THE EMAIL: sarrington@centercal.com EMAIL: nicolas@sms-arch.comcc 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY APPROVED FOR THE PROJECT: NONE � IIIIIIIIIIIIIIIg
0 0.SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY SOIL TO BE OUTSIDE OF REQUIRED MOISTURE LEVELS SHALL BE RE-MOISTURE CONDITIONED AT CONTRACTOR'S EXPENSE. L3.04 AREA 4 W%
FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 6.9. SANDY SILT(ML) USED AS STRUCTURAL FILL MAY REQUIRE MOISTURE CONDITIONING, AS DETERMINED BY THE L3.50 DETAILS M mmi
INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION General Notes: GEOTECHNICAL ENGINEER. MOISTURE CONDITIONING SHALL BE AS FOLLOWS: SCARIFY TO A DEPTH OF 12 INCHES. APPLY Civil Engineer: Landscape Architect: a � Z Q
542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 WATER TO RAISE THE MOISTURE LEVEL IN THE SOIL 1 TO 4 PERCENTAGE POINTS ABOVE OPTIMUM. RECOMPACT TO AT L3.51 POTTERY SCHEDULE
OF THE WASTEWATER RULES (IDAPA 58.01.16). 1. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH LEAST 95%AND NO MORE THAN 98%OF THE MAXIMUM DENSITY AS REQUIRED BY ASTM D 1557"MODIFIED PROCTOR". THE LAND GROUP, INC. THE LAND GROUP, INC. M Q M
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ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 6.10. COMPACTION OF STRUCTURAL FILL: PLACE MATERIALS IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH. JASON DENSMER, P.E. SEAN CONNER, RLA Q � ■. 0 1.1.1
3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 6.11. COMPACT STRUCTURAL FILL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY: 462 E. SHORE DR., SUITE 100 462 E. SHORE DR., SUITE 100 L4.00 OVERALL z C" W �
WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN - co Z
ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. 6.11.1. BELOW STRUCTURES: COMPACT EACH LAYER OF STRUCTURAL FILL TO A MINIMUM OF 95 PERCENT OF THE EAGLE, ID 83616 EAGLE, ID 83616 w �
AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL L4.01 AREA 1 N 1.1.1 z LU
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. PH: (208) 939-4041 PH: (208) 939-4041 0 Lu
RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. THE 6.11.2. BELOW RIGID PAVEMENTS: COMPACT 12 INCHES OF EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY EMAIL:jason@thelandgroupinc.com EMAIL: sean@thelandgroupinc.com L4.02 AREA 2 0- M U V
RULES (IDAPA 58.01.16). CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. DENSITY AS DETERMINED BY ASTM D698. COMPACT EACH LAYER OF STRUCTURAL FILL TO A MINIMUM OF 95 L4.03 AREA 3
THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. MEP:
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 208-342-1585. 6.11.3. BELOW FLEXIBLE PAVEMENTS: COMPACT 12 INCHES OF EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY L4.04 AREA 4
CROSSES A STORMWATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). �k
DENSITY AS DETERMINED BY ASTM D698. COMPACT EACH LAYER OF STRUCTURAL FILL TO A MINIMUM OF 92 120 DEGREEZ L4.50 IRRIGATION DETAILS W e
3. WORK SUBJECT TO AGENCY OR PROJECT ENGINEERS APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 OR 95 PERCENT OF THE MAXIMUM 1�
THE
TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT DRY DENSITY AS DETERMINED BY ASTM D698. AMIR AMIRI l
222 NORTH , CA SUITE 2000 LAN D
PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE 6.11.4. UNDER LAWN OR UNPAVED AREAS: SCARIFY AND RECOMPACT TOP 6 INCHES BELOW SUBGRADE AND COMPACT EL SEGUNDO CA 92045
ROADWAY: RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DRY
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A PH: (619) 323-1627 g RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO DENSITY AS DETERMINED BY ASTM D1557. EMAIL: amir.amiri@120de reez.com A
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ANY CONSTRUCTION. 4. THE CONTRACTOR MUST KEEP A SEPARATE SET OF CONSTRUCTION PLANS TO RECORD AS-BUILT INFORMATION 6.11.5. UTILITY TRENCHES: COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL TO 95 PERCENT OF
DURING CONSTRUCTION. AT THE COMPLETION OF CONSTRUCTION, THIS SET OF PLANS MUST BE SUBMITTED IN THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. TLG PN: 124038
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY AND UTILITY TRENCHES ABOVE LEGIBLE FORM TO AND APPROVED BY THE PROJECT CIVIL ENGINEER AND OWNER. ALL DISCREPANCIES TO BE 6.11.6. STRUCTURAL FILL WITHIN THE BUILDING PAD AREAS DESCRIBED ABOVE AND WITHIN THE "LOAD STRESS
THE PIPE ZONE. REPORTED TO THE CIVIL ENGINEER FOR REVIEW AND APPROVAL. ENVELOPE"SHALL BE PLACED AND COMPACTED TO THE ELEVATIONS SHOWN ON THE GRADING PLAN. NO. DATE ISSUE
5. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE 7. GRADING 09/08/25 ADDENDUM #1
CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT 7.1. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION 10/07/25 CITY COMMENTS #1
Grading and Drainage Notes: FOR THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED. PROVIDE A SMOOTH TRANSITION
BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES. CUT OUT SOFT SPOTS AND FILL, FILL LOW SPOTS,AND TRIM
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS 6. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES. A
FOR PUBLIC WORKS CONSTRUCTION (ISPWC). EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE 7.2. FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES: PAVEMENTS: PLUS OR MINUS 1/2
WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE INCH BASE COURSE, PLUS OR MINUS 0.1 FEET SUBGRADE; UNPAVED AREAS: PLUS OR MINUS 0.3 FEET.
2. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE 7.3. MAXIMUM SLOPE SHALL BE 3:1 UNLESS OTHERWISE INDICATED. A
DIGLINE AND APPLICABLE UTILITY COMPANIES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED AND/OR FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE.
UNDERGROUND UTILITIES. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL CONTACT DIGLINE TO MARK 8. FIELD QUALITY CONTROL
ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. CONTACT DIGLINE AT 1.800.342.1585. THE 7. ALL EXISTING UTILITY LOCATIONS SHOWN IN THESE PLANS ARE APPROXIMATE ONLY AND MUST BE VERIFIED. 8.1. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM FIELD A
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. QUALITY-CONTROL TESTING.
FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. EXACT LOCATION OF UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY PHYSICAL EXCAVATION OF THE 8.2. ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH A
UTILITY LINE AND SURVEYING THE LOCATION OF THE PIPE OR CONDUIT. CALL "DIG LINE", 48 HOURS IN ADVANCE SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH A
3. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN THE SUBGRADE IN SUCH A CONDITION THAT IT OF COMMENCING WORK, AT 1-800-342-1585. REQUIREMENTS.
WILL BE WELL-DRAINED AT ALL TIMES. DRAINAGE DITCHES SHALL BE CONSTRUCTED AS NECESSARY TO 8.3. BUILDING PAD AREAS SHALL BE TESTED AT A RATE OF 1 TEST PER 5,000 SF PER LIFT. PARKING AND DRIVEWAY AREAS
AVOID DAMAGE TO THE CONSTRUCTION SITE. 8. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND SHALL BE TESTED AT A RATE OF 1 TEST PER 10,000 SF. A
INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS 8.4. TRENCH BACKFILL: PER IDAHO STANDARD FOR PUBLIC WORKS DIVISION 200.
4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND ELEVATION OF ALL TIE IN POINTS PRIOR TO RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES 8.5. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION
CONSTRUCTION AND SHALL CONTACT THE DESIGN ENGINEER WITH ANY DISCREPANCIES. THIS SHALL BE FOR BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND Al
ALL SURFACE AND SUBSURFACE CONNECTIONS. CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED WITHOUT ADDITIONAL COMPENSATION.
REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR
5. UNLESS NOTED OTHERWISE, ALL STORM STORM DRAIN PIPE (ABBREVIATED SO ON PLANS) SHALL BE ASTM D RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL 9. PROTECTION A
3034 PVC; AASHTO M 252 OR AASHTO M 294 HOPE PER ISPWC SECTION 601. COST TO THE OWNER. 9.1. PROTECT EXCAVATED SUBGRADE AREAS OR AREAS STRIPPED FOR SUBSEQUENT FILL MATERIAL PLACEMENT BENEATH
AREAS TO BE PAVED: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE AND CONSTRUCT WORK, AND
6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE ISPWC SECTION 301. PROVIDE PROTECTION, IN A MANNER TO AVOID CAUSING INSTABILITY OF THE EXISTING SOILS. SUCH PROTECTION MAY DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL
INCLUDE AVOIDING TRAFFIC OVER SUCH AREAS WITHOUT PROVISION OF A PROTECTIVE CONSTRUCTION ACCESS ROAD. AND UNPUBLISHED wORK OF SMS ARCHITECTS AND MAY NOT BE DUPLICATED,
7. PIPE COUPLINGS SHALL CONFORM TO THE REQUIREMENTS OF ISPWC SECTION 601 PART 2 & 2.3. ALL CONTRACTOR SHALL KEEP SURFACES WELL DRAINED FREE FROM PUDDLING, PONDING, OR POTENTIAL MOISTURE BUILD USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT
DISSIMILAR SIZE PIPE MAINLINE (GREATER THAN 12" DIAMETER) TO MAINLINE CONNECTIONS SHALL BE WITH UP IN THE FORM OF SNOW OR OTHERWISE,WHICH MAY CAUSE THE INSTABILITY OF THE SURFACE SOILS OR UNDERLYING
ECCENTRIC FITTINGS (MATCHING INVERT ELEVATIONS) AND SHALL PROVIDE A WATERTIGHT CONNECTION. SOILS.
ALL STORM DRAIN SERVICE LINE CONNECTIONS SHALL BE TYPE"A" PER ISPWC SD-511 (PREFERRED) OR TYPE 9.2. UPON COMPLETION OF EXCAVATION TO SUBGRADE LEVELS BENEATH SUBSEQUENT FILL,THE CONTRACTOR SHALL City of Meridian PROJECT N0. 11001
"C" (MATCHING CROWN). ALL PIPE SHALL BE PROVIDED WITH 1-FOOT MINIMUM COVER. IMMEDIATELY OBTAIN COMPACTION LEVELS AS REQUIRED. IF AFTER APPROVAL,THE SUBGRADE SOILS RECEIVE MOISTURE DATE October 07, 2025
WHICH RAISES THE MOISTURE CONTENT TO A LEVEL EXCEEDING THE TARGET MOISTURE LEVELS,THEY SHALL BE Link to Design & Construction Supplemental Specifications: DRAWING TITLE
8. PROVIDE A FLEXIBLE MANHOLE CONNECTOR (KOR-N-SEAL OR APPROVED SUBSTITUTION) FOR ALL PIPE SCARIFIED AND ALLOWED TO DRY OR REMOVED AND REPLACED WITH ENGINEERED FILL AT THE CONTRACTOR'S EXPENSE.
CONNECTIONS THROUGH CIRCULAR STRUCTURES (MANHOLES AND CATCH BASINS). CORE DRILL ALL IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP THESE SUBGRADE SOILS DRY AND FREE OF TRAFFIC PRIOR TO ACCELA (CITIZEN ACCESS PORTAL) Civil
3 RECTANGULAR STRUCTURES AND GROUT PENETRATIONS WATER-TIGHT PER ISPWC SECTION 703. AND DURING COMPACTION EFFORTS AND UNTIL THE FULL PAVEMENT SECTION HAS BEEN INSTALLED. THE CONTRACTOR RECORD ID/PERMIT NUMBER:
SHALL OBTAIN APPROVAL OF THE SUBGRADE IMMEDIATELY AFTER COMPLETION OF SUBGRADE MOISTURE CONDITIONING LDIR 2025-0043 Cover & Notes
AND/OR COMPACTION EFFORTS.
q 9.3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND IMPROVEMENTS.ANY .■ ■
> DAMAGE TO EXISTING FACILITIES OR IMPROVEMENTS RESULTING FROM THE CONTRACTORS OPERATIONS, SHALL BE R1 ■ ! E ■ ■ DRAWING N0.
_ Benchmark: REPAIRED OR REPLACED AT CONTRACTORS EXPENSE. ■ Q
" 0 25. REGULATORY REQUIREMENTS ti Dig Line, Inc.
N 0 HORIZONTAL DATUM: NAD 83 STATE PLANE COORDINATES IDAHO WEST ZONE 1103 „ „ ■ At
N M VERTICAL DATUM: NAVD 1988 25.1. AN EPA NPDES PERMIT IS REQUIRED. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE EPA,AND PREPARE A ■ Call Before You Dig!
o a "STORM WATER POLLUTION PREVENTION PLAN". A DEWATERING PLAN SHALL BE PART OF THE POLLUTION PREVENTION �■ tj a 1
;, PLAN. �7 811 C0000
o 0 25.2. CONTRACTOR SHALL MANAGE ALL WATER GENERATED FROM DEWATERING ACTIVITIES ONSITE. IF CONTRACTOR CHOOSES ■
M TO DISCHARGE WATER OFFSITE AND TO WATERS WHICH ARE, OR ULTIMATELY FLOW TO, WATERS OF THE STATE THEN A �r�
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d "SHORT TERM ACTIVITY EXEMPTION" OR EQUIVALENT SHALL BE OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL , ■ J
4 QUALITY. .
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