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Utility Plans & Site improvementsWWWGASIRCALL DIGLINE INC.PRIOR TO COMMENCINGUNDERGROUND WORK208-342-1585VICINITY MAP1" = 500'PROJECTSITEUTILITY REPRESENTATIVESPHONEREPRESENTATIVEUTILITYTELEPHONESEWERWATERROADSELECTRICITYGASIRRIGATIONFIRE(208) 385-2144(208) 887-1297(208) 454-8135(208) 388-6320(208) 377-6839(208) 388-6346(208) 888-1234CENTURY LINKMERIDIAN PUBLIC WORKSADA COUNTY HIGHWAY DISTRICTIDAHO POWERINTERMOUNTAIN GASNAMPA-MERIDIAN IRRIGATION DISTRICTMERIDIAN FIRE DEPARTMENTCIVIL ENGINEERDERRITT KERNER, P.E.ROCK SOLID CIVIL LLC270 N. 27TH STREETBOISE, ID 83702(208) 342-3277DKERNER@ROCKSOLIDCIVIL.COMSURVEYORGREG CARTER, P.L.S.IDAHO SURVEY GROUP9955 EMERALD ST.BOISE, ID 83704(208) 846-8570MERIDIAN PUBLIC WORKS(208) 887-1297CALL BEFORE YOU DIG!OWNER/DEVELOPERCALVARY CHAPEL MERIDIAN2483 E FAIRVIW, STE 101MERIDIAN, ID. 83642(208) 514-1616SHEET INDEXC1 COVER SHEET, GENERAL NOTESC2 HORIZONTAL CONTROL PLANC3 GRADING, DRAINAGE & UTILITY PLANC4 STANDARD DETAILS, STORM WATER DETAILSJEREMY PUTMANNEUDESIGN ARCHITECTURE725 E. 2nd ST.MERIDIAN, ID 83642(208) 884-2824JPUTMAN@NEUDESIGNARCH.COMARCHITECTCLIENT:JOB NUMBERCONSULTANT725 E 2nd StMeridian, ID 83642208.884.2824PROFESSIONAL SEALTHIS DOCUMENT IS THE PROPERTY OFNEUDESIGN ARCHITECTURE, LLC ANDIS NOT TO BE DUPLICATED WITHOUTWRITTEN AUTHORIZATION.© NEUDESIGN ARCHITECTURE LLCDRAWN BYRSC 18-43C1COVERSHEETJECNO.DESCRIPTIONDATEGENERALStreet ConstructionPlans Are Accepted For PublicDEVELOPMENT PLANS FORLOT 4 BLOCK 2 OF MCNELIS SUBDIVISIONLOCATED IN A PORTION OF THE SE 1/4 OF SECTION 34, T.4N, R.1W, B.M.,MERIDIAN, ADA COUNTY, IDAHO2020GENERAL LEGENDDESNECIL O H ADIFOETAT S178871.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.), THECITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE I.S.P.W.C. AND (AND ANY ADDENDUMS),THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD).. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLINGSTANDARDS OR SPECIFICATIONS.2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THESITUATION IS RESOLVED.3.THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES.4.ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK.5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANYPROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.6.ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVINGAGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTSSET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1.7.WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C)PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.8.INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BEFINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITHTHE DEQ/QLPE APPROVED CONSTRUCTION PLANS.9.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION.10.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THEMERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITYENGINEER.11.GEOTECHNICAL ENGINEERING REPORT PREPARED BY MATERIALS TESTING & INSPECTION (MTI) DATED JULY 24, 2019 FILE #B191123g. CONTRACTOR SHALL HAVE A COPY OFTHIS REPORT ON THE JOB SITE AT ALL TIMES.12.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE ANDFUNCTIONING.13.THE CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.14.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALLEXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGE CAUSED BY HIS FAILURE TO EXACTLY LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.15.WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATEBASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM THERESPONSIBILITY FROM PERFORMING THE WORK IN AN ACCEPTABLE MANNER.16.THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE PUBLIC WORKS DEPARTMENT AS PRESCRIBED IN CITY OF MERIDIAN MEMORANDUM DATED 8-26-09 BEFOREFINAL ACCEPTANCE IS GIVEN TO THE PROJECT.17.ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED BY THE PROJECTCONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER.18.LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITY (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM WATER MAINS. THIS REQUIREMENT DOESNOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS.19.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THECONSTRUCTED PIPELINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THEPRODUCTION OF RECORD DRAWINGS PER CITY OF MERIDIAN MEMORANDUM DATED 8-26-09 PRIOR TO FINAL ACCEPTANCE OF THE PIPELINE INSTALLATION.20.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THESITUATION IS RESOLVED.1.ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE I.S.P.W.C., THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE I.S.P.W.C., ANDTHE NATIONAL ELECTRIC CODE.2.A STREE LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT http://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN APERMIT AND REQUEST INSPECTIONS.3.INSTALLATION WILL REQUIRE INSPECTIONS TO CONCRETE BASES REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING.4.STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN FROM WATER METERS.5.KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT AHARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION.6.CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS'1.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES.2.ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT.3.THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION OF ALL SEEPAGE BEDS PRIOR TO THE PLACEMENT OF FILTER FABRIC, AND THE PLUMBING INSPECTOR AT THE CITY OFMERIDIAN BUILDING DEPARTMENT FOR INSPECTION OF ALL UPSTREAM STORM WATER FACILITIES. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION.4.USE ONE OF THE FOLLOWING NOTES DEPENDING ON WHETHER A SOILS REPORT IS SUBMITTED TO PUBLIC WORKS:WITHOUT A SOILS OR GEOTECHNICAL REPORT:4a.THE CONTRACTOR SHALL EXCAVATE A MINIMUM OF ONE TEST HOLE TO DETERMINE IF IMPERMEABLE LAYERS OR GROUNDWATER EXIST WITHIN 4 FEET OF PROPOSED BOTTOM OFDRAINAGE FACILITY. CONTACT THE ENGINEER FOR REVISED BEDS IF EITHER CONDITION IS FOUND. CONTACT MERIDIAN PUBLIC WORKS FOR INSPECTION OF TEST HOLE PRIOR TOBACKFILL.WITH A SOILS OR GEOTECHNICAL REPORT:4b.SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITYDESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.ROADWAYSTREET LIGHTING1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24) HOURS PRIOR TO CONSTRUCTION.2.ACHD OR IDT WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY AND UTILITY TRENCHES ABOVE THE PIPE ZONE.3.MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS AN OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLICRIGHT-OF-WAY.DRAINAGE1.CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDSAND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE 1.2.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINUMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FORA POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED INACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).3.PLACE WATER SERVICE LINES IN TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGESWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM THE PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENTOD ENVIRONMENTAL QUALITY.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.5.ALL WATER COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08).WATER1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERREDTO IN GENERAL CONSTRUCTION NOTE NO. 1.2.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 FORTHE POTABLE WATER MAIN AND THE NON-POTABLE MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED INACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).3.PLACE SEWER SERVICE LINES IN SIX (6) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES).4.WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM THE TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE",ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS.SEWERACHD PAVEMENT REPAIR NOTESACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED INSECTION 6000 OF THE ACHD STORM DRAIN POLICY MANUAL ALSO REFERENCE I.S.P.W.C. SD-301; ACHD SUP. DWG SD-303; AND ACHD SUP. DWG. SD-8061. ALL ASPHALT MATCH LINES FOR THE PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING CONSTRUCTION.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL REPLACE THE ENTIRE ROAD SURFACE.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE THE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF THE LANE MATCH LINE SHALL ONLY FALL IN THE CENTER OREDGE OF TRAVEL LANE.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS ORTIME IS A CRITICAL FACTOR.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY THE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.6. MATCH EXISTING STREET/DRIVEWAY SECTIONS OR USE THE FOLLOWING: 2.5" OF ASPHALT OVER 4" OF 3/4" MINUS CRUSHED AGGREGATE OVER 14" OF 6" MINUS PITRUM. WHICHEVERSECTION IS GREATER MUST BE USED1.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TODISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.2.WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANYCONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION.3.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY PERMIT FROM ACHD AT LEAST 24 HOURS PRIOR TO ANYCONSTRUCTION.4.INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. CONTACT ACHD INSPECTION SERVICES AT 387-6284.5.ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT (R/W ONLY), AND THE OWNERS ENGINEER.6.ALL ONSITE PRIVATE DRIVES SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. NO EXCEPTIONS TO THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLYAPPROVED IN WRITING BY THE DESIGN ENGINEER AND/OR GARDEN CITY PUBLIC WORKS.7.CONTACT THE DESIGN ENGINEER FOR CONSTRUCTION OBSERVATION OF ALL ONSITE PRIVATE DRIVES. THE CITY MAY STILL OBSERVE THE PRIVATE DRIVE CONSTRUCTION, BUT THE DESIGNENGINEER IS PRIMARILY RESPONSIBLE FOR PLAN CONFORMANCE OF ALL ONSITE PRIVATE DRIVES.8.TESTING RESULTS OF ONSITE PRIVATE DRIVES SHALL BE REVIEWED FOR COMPLIANCE BY THE OWNER'S ENGINEER.9.ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER.10.ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR'S ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOPWORK ORDER AND POSSIBLE TERMINATION11.12.EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSIONPRIOR TO PAVING.13.MANHOLE GRADE RINGS, CAST IRON RINGS AND COVERS SHALL BE PROVIDED BY THE SEWER CONTRACTOR. THE ROAD CONTRACTOR SHALL INSTALL THE SEWER GRADE RINGS, CAST IRONRINGS, COVERS AND CONCRETE COLLARS TO FINISH GRADE. WATER VALVE BOXES AND COVERS SHALL BE PROVIDED BY THE WATER CONTRACTOR. THE ROAD CONTRACTOR SHALL INSTALLTHE WATER VALVE BOXES COVERS AND CONCRETE COLLARS TO FINISH GRADE.14.ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALLSPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS.15.ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS.16.ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NOSIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT.17.OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR.18.ALL MATERIALS PLACED WITHIN THE PUBLIC RIGHT-OF-WAY AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ADACOUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS.19.CLEARING AND GRUBBING AND REMOVAL OF OBSTRUCTIONS SHALL BE IN ACCORDANCE WITH ISPWC SECTION 201.20.EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH ISPWC SECTION 202.21.STRUCTURAL EXCAVATION AND COMPACTING BACKFILL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.22.DEWATERING SHALL BE IN ACCORDANCE WITH ISPWC SECTION 205.23.PERMANENT EROSION CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 206.24.PERMANENT STORMWATER BEST MANAGEMENT PRACTICES SHALL BE IN ACCORDANCE WITH ISPWC SECTION 207.25.UNCRUSHED AGGREGATE (6-INCH MINUS) SHALL BE PER ISPWC SECTION 801.26.CRUSHED AGGREGATE BASE ¾-INCH (TYPE I) SHALL BE PER ISPWC SECTION 802.27.DRAINAGE GEOTEXTILE (TYPE I) SHALL BE PER ISPWC SECTION 2050.28.ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS(CURRENT EDITION) OR THE APPLICABLE ACHD SUPPLEMENTAL DRAWINGS (CURRENT EDITION):a.STREET SECTION, DRAWING NO. SD-801, AND SECTIONS AS SHOWN ON TYPICAL STREET SECTIONS.b.VERTICAL CURB AND GUTTER, (ACHD SUP.DWG. SD-701).c.PEDESTRIAN RAMP FOR HANDICAPPED, DRAWING NO. SD-712C.d.SIDEWALKS, (ACHD SUP. DWG. SD-709)e.ROLLED CURB AND GUTTER ISPWC SD-70229.THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THIS PROJECT: NONE.30.DRIVEWAY APPROACH TO CONSTRUCTED PER ACHD SD-710B, 6" THICK PER NOTE E OF ACHD SUPPLEMENTAL SD-710BACHD3600 W. NELIS DRIVE MERIDIAN, ID 83646 CALVARY CHAPEL SITE IMPROVEMENTS W W WWWWWWWW. N E L I S D R I V E BIKEPARKINGFUTURESCHOOL9 MILE DRAINFF: 2547.50FUTUREOUTDOORPLAY AREAFUTURE PHASEWWWWMWMWWMWMWCALL DIGLINE INC.PRIOR TO COMMENCINGUNDERGROUND WORK208-342-1585CALL BEFORE YOU DIG!CLIENT:JOB NUMBERCONSULTANT725 E 2nd StMeridian, ID 83642208.884.2824PROFESSIONAL SEALTHIS DOCUMENT IS THE PROPERTY OFNEUDESIGN ARCHITECTURE, LLC ANDIS NOT TO BE DUPLICATED WITHOUTWRITTEN AUTHORIZATION.© NEUDESIGN ARCHITECTURE LLCDRAWN BYRSC 18-43C2HORIZONTALCONTROLPLANJECNO.DESCRIPTIONDATE3600 W. NELIS DRIVE MERIDIAN, ID 83646 CALVARY CHAPEL DESNECIL O H ADIFOETAT S17887SITE IMPROVEMENTS SCALE IN FEET0301530601"=30'RSC1.ALL DIMENSIONS ARE TO TOP BACK OF CURB, AND/OR END OF PARKING STALLS.NOTES W W WWWWWWWW. N E L I S D R I V E BIKEPARKINGFUTURESCHOOL9 MILE DRAINFIVE MILE CREEKFF: 2547.50FUTUREOUTDOORPLAY AREAFUTURE PHASEWWWWMWMWWMWMWCALL DIGLINE INC.PRIOR TO COMMENCINGUNDERGROUND WORK208-342-1585CALL BEFORE YOU DIG!CLIENT:JOB NUMBERCONSULTANT725 E 2nd StMeridian, ID 83642208.884.2824PROFESSIONAL SEALTHIS DOCUMENT IS THE PROPERTY OFNEUDESIGN ARCHITECTURE, LLC ANDIS NOT TO BE DUPLICATED WITHOUTWRITTEN AUTHORIZATION.© NEUDESIGN ARCHITECTURE LLCDRAWN BYRSC 18-43C3GRADINGDRAINAGE& UTILITYPLANJECNO.DESCRIPTIONDATE3600 W. NELIS DRIVE MERIDIAN, ID 83646 CALVARY CHAPEL DESNECIL O H ADIFOETAT S17887SITE IMPROVEMENTS AGENCY REVIEW NOT APPROVED FOR CONSTRUCTION SCALE IN FEET0301530601"=30'RSCKEY NOTES CALL DIGLINE INC.PRIOR TO COMMENCINGUNDERGROUND WORK208-342-1585CALL BEFORE YOU DIG!CLIENT:JOB NUMBERCONSULTANT725 E 2nd StMeridian, ID 83642208.884.2824PROFESSIONAL SEALTHIS DOCUMENT IS THE PROPERTY OFNEUDESIGN ARCHITECTURE, LLC ANDIS NOT TO BE DUPLICATED WITHOUTWRITTEN AUTHORIZATION.© NEUDESIGN ARCHITECTURE LLCDRAWN BYRSC 18-43C4STANDARDDETAILSJECNO.DESCRIPTIONDATE3600 W. NELIS DRIVE MERIDIAN, ID 83646 CALVARY CHAPEL DESNECIL O H ADIFOETAT S17887SITE IMPROVEMENTS 2 1/2" OF ASPHALT CONCRETE;OVER 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE COURSE;OVER 10" OF 6" MINUS PIT RUN10"4"2 1/2"NO TRUCK ACCESS1.PAVEMENT THICKNESS RECOMMENDATION IS ADOPTED FROM THEGEOTECHNICAL ENGINEERING REPORT OFC ALVERY CHAPEL , BYMATERIALS TESTING & INSPECTION, FILE NUMBER B191123g,STAMPED DATE JULY 24, 2019.NOTESSTRUCTURAL SECTION - LIGHT DUTY3" OF ASPHALT CONCRETE;OVER 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE COURSE;OVER 12" OF 6" MINUS PIT RUN12"4"3"-NTS-TRUCK ACCESSSTRUCTURAL SECTION - HEAVY DUTY-NTS-2% MAX SLOPETHICKENED EDGE SIDEWALK DETAIL-NTS-6.0'1/4" TOOLED JOINTASPHALTCONCRETE4" THICK CONCRETE4" - 3/4" MINUS CRUSHEDAGGREGATE BASE COURSE6"18" 6"#4 TOP & BOTTOM CONT.1 1/2" - 2" CLEARANCEFOOTING & FOUNDATION(SEE BUILDING PLANS)FINISH FLOOR(SEE BUILDING PLANS)EXIST. GROUND1.0% MIN.ROOF DRAIN ATTACHMENT DETAIL-NTS-5'2.5' MINSEE PLAN6" MIN PROVIDE AIR GAP6"6"EXTRUDED CURB DETAIL-NTS-R1/2"GROUTPEDESTRIAN RAMP DETAIL NO. 1-NTS-RAMP SECTION7'TRASH ENCLOSURE12:1 MAX1.ALL CONCRETE SHALL BE 5" THICK WITH 4" OF3/4" AGGREGATE BASE.NOTES6" VERTICAL CURBPER I.S.P.W.C. SD-7016" VERTICAL CURB (NO GUTTER)PER I.S.P.W.C. SD-701ATRUNCATED DOMES RIGID INSERTS WET-SETINTO CONCRETE COLORED TRAFFIC YELLOW(PER I.S.P.W.C. SD-712). (CONCRETE STAMP& ADHESIVE MATS NOT ALLOWED)CURB FOLLOWS ALIGNMENTOF ONSITE SIDEWALK12:1 MAXONSITE SIDEWALK PAVEMENT5.0'7.0'RAMP SECTIONRAISED PLANTERSEE ARCHITECT PLAN6.0'6.0'8.0'PEDESTRIAN RAMP DETAIL NO. 3-NTS-THICKENED EDGE SIDEWALKSEE DETAIL THIS SHEETTRUNCATED DOMES RIGID INSERTS WET-SETINTO CONCRETE COLORED TRAFFIC YELLOW(PER I.S.P.W.C. SD-712). (CONCRETE STAMP& ADHESIVE MATS NOT ALLOWED)THICKENED EDGE SIDEWALKSEE DETAIL THIS SHEETRAISED PLANTERSEE ARCHITECT PLAN6.0'6.0'12:1 MAX 12:1 MAXRAISED PLANTERSEE ARCHITECT PLAN6.0'6.0'RAISED PLANTERSEE ARCHITECT PLAN6.0'6.0'THICKENED EDGE SIDEWALKSEE DETAIL THIS SHEETTRUNCATED DOMES RIGID INSERTS WET-SETINTO CONCRETE COLORED TRAFFIC YELLOW(PER I.S.P.W.C. SD-712). (CONCRETE STAMP& ADHESIVE MATS NOT ALLOWED)THICKENED EDGE SIDEWALKSEE DETAIL THIS SHEETRAMP SECTIONPEDESTRIAN RAMP DETAIL NO. 4-NTS-RAMP SECTION6.0'6.0'7.0'PEDESTRIAN RAMP DETAIL NO. 2-NTS-THICKENED EDGE SIDEWALKSEE DETAIL THIS SHEETTRUNCATED DOMES RIGID INSERTS WET-SETINTO CONCRETE COLORED TRAFFIC YELLOW(PER I.S.P.W.C. SD-712). (CONCRETE STAMP& ADHESIVE MATS NOT ALLOWED)THICKENED EDGE SIDEWALKSEE DETAIL THIS SHEET6.0'6.0'12:1 MAX 12:1 MAX6.0'12:1 MAX6.0'DEPTH VARIES EXTEND TO BOTTOM OF FACILITY 3.0' MIN.VARIES 8"12FINISH GRADE3564918"SECTION-NTS-SECTION CONCRETE COLLAR-NTS-PLAN CONCRETE COLLAR-NTS-18"3388"18"GROUNDWATER OBSERVATION WELLACHD SUPPLEMENTAL DWG SD-627 (REV 2017)-NTS-TYPICAL SWALE CROSS SECTION-NTS-SAND/GREASE TRAP NO. 1 - 1000 GALLON(PRIVATE)-NTS-PROFILE VIEWPLAN VIEWRSCSAND/GREASE TRAP NO. 2 - 1000 GALLON(PRIVATE)-NTS-PROFILE VIEWPLAN VIEWRSCLANDSCAPE ISLANDCURB DRAINISPWC SD-7153.0'3.0'POND INLET DETAIL DETAIL-NTS-SW @ 1.5%FL @ 1.0%-NTS-SIDEWALKSTANDARD SIDEWALK SCUPPER-NTS-3/8" FLATHEAD STAINLESSSTEEL CAP SCREWS. 6 EACHPER SIDE MIN.AAB B PLAN2"-NTS-SECTION B-BTHICKENED EDGESIDEWALK-NTS-SECTION A-A6"1/4" DIAMOND PLATEFLOWLINE4"4"1'2'1'4"1"x2"x3/16" ANGLE IRONw/ANCHORS DRILLED &TAPPED2"VERTICAL CURB AND GUTTER#10 GAUGE FLAT SHEETS w/8"x8"OPENINGS. SET AT 2"-3" ABOVE3/4" MINUS BASE COURSE.1.CONCRETE TO BE 4,000 psi. MIN.STRENGTH.2.FIBER MESH CONCRETE CAN BEUSED IN LIEU OF #10 GAUGE WIREREINFORCEMENT.3.EXPANSION JOINTS TO BE PLACED INMIDDLE OF APRONS AND AT 6' O.C.NOTES-NTS-CONCRETE APRON DETAIL8"6"(TOP HALF ONLY)PIPE PERFORATION DETAIL-NTS-5.0'CONCRETE APRONTRASHENCLOSURE12:1 MAX8.0'12:1 MAX