CC - Construction Plans RevisedPOIEMA SUBDIVISION
(208) 288-2040 fax (208) 288-2557
MERIDIAN, ID 83642
231 E. 5TH ST., STE. A
www.landsolutions.biz
BOOK ____ , PAGE _____
SHEET 1 OF 4
Land Surveying and Consulting
LEGEND
NOTES
LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2021
CLINTON W. HANSEN
PLS 11118
PLASTIC CAP
SET 5/8" REBAR WITH PLS 11118
FOUND ALUMINUM CAP MONUMENT
SECTION LINE
PLASTIC CAP
SET 1/2" REBAR WITH PLS 11118
CENTER LINE
OTHER EASEMENT LINE AS NOTED
FOUND 5/8" REBAR AS NOTED
SUBDIVISION BOUNDARY LINE
LOT LINE
LOT NUMBER
SURVEY TIE LINE
ADJACENT PROPERTY LINE
ACHD STORM WATER DRAINAGE
EASEMENT LINE, SEE NOTE 11
PERMANENT ACHD SIDEWALK EASEMENT
LINE PER INSTRUMENT NO. ___________________
SURVEYOR'S NARRATIVE
THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO
CONTROLLING SECTION CORNER MONUMENTATION, INFORMATION FROM RECORD
OF SURVEY NUMBERS 1485, 1838, 2880, 8839, AND 12358, AND CURRENT DEEDS OF
RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT
THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS
SUBDIVISION SHOWN HEREON.
50'200'100'0'
SCALE: 1" = 100'
1.EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, POIEMA SUBDIVISION HOMEOWNERS
ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL
NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
2.UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
POIEMA SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY
INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. THE FIVE FOOT INTERIOR
SIDE LOT LINE EASEMENT DESIGNATION DOES NOT APPLY TO THOSE LOT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES, WHICH HAVE NO
ADJACENT EASEMENTS.
3.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISON.
4.IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WITHIN THE
SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK IRRIGATION
DISTRICT.
5.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS
OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL.
6.MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH
RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.
7.BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
8.LOTS 1, 34, 35, 36, 47, 53 & 54, BLOCK 1 AND LOTS 1 & 3, BLOCK 2 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE POIEMA SUBDIVISION
HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND POIEMA
SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION. LOTS 35 AND 47, BLOCK 1 ARE DESIGNATED AS COMMON DRIVEWAY LOTS
PROVIDING INGRESS/EGRESS TO ADJACENT LOTS.
9.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO AGRICULTURAL OPERATION,
AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR
ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE
OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF
THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.
10.THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO.
2020-138120, RECORDS OF ADA COUNTY, IDAHO.
11.PORTIONS OF LOTS 2 AND 3, BLOCK 2 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM
WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT
RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS
REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE
DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE
OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
12.THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO.
____-______, RECORDS OF ADA COUNTY, IDAHO.
13.THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR POIEMA SUBDIVISION,
TO BE FILED AND RECORDED IN THE ADA COUNTY RECORDER'S OFFICE.
14.DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED.
15. A PORTION OF LOTS 31 THRU 47, BLOCK 1, AND LOTS 1 THRU 3, BLOCK 2 AS SHOWN HEREON FALL WITHIN THE FEMA FLOOD HAZARD ZONE AE AS
SHOWN ON FEMA FIRM PANEL 16001C0265J, DATED JUNE 19, 2020.
16.LOTS 1 & 2 OF BLOCK 2 IS SUBJECT TO AN EMERGENCY ACCESS EASEMENT AS SHOWN AND DIMENSIONED.
PUBLIC UTILITY, PRESSURE IRRIGATION
& LOT DRAINAGE EASEMENT LINE -
SEE NOTES 1 & 2
SEE SHEET 2 OF 4 FOR BLOCK 1 DETAIL
ZERO-SETBACK LOT LINE-NO SIDE LOT LINE
EASEMENTS (SEE NOTE 2)
APPROXIMATE FEMA FLOOD HAZARD ZONE AE BOUNDARY
POIEMA SUBDIVISION
(208) 288-2040 fax (208) 288-2557
MERIDIAN, ID 83642
231 E. 5TH ST., STE. A
www.landsolutions.biz
BOOK ____ , PAGE _____
SHEET 2 OF 4
Land Surveying and Consulting
LEGEND
LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2021
CLINTON W. HANSEN
PLS 11118
PLASTIC CAP
SET 5/8" REBAR WITH PLS 11118
FOUND ALUMINUM CAP MONUMENT
SECTION LINE
PLASTIC CAP
SET 1/2" REBAR WITH PLS 11118
CENTER LINE
OTHER EASEMENT LINE AS NOTED
FOUND 5/8" REBAR AS NOTED
SUBDIVISION BOUNDARY LINE
LOT LINE
LOT NUMBER
SURVEY TIE LINE
ADJACENT PROPERTY LINE
ACHD STORM WATER DRAINAGE
EASEMENT LINE, SEE NOTE 11
PERMANENT ACHD SIDEWALK EASEMENT
LINE PER INSTRUMENT NO. ___________________
25'100'50'0'
SCALE: 1" = 50'
PUBLIC UTILITY, PRESSURE IRRIGATION
& LOT DRAINAGE EASEMENT LINE -
SEE NOTES 1 & 2
ZERO-SETBACK LOT LINE-NO SIDE LOT LINE
EASEMENTS (SEE NOTE 2)
SEE CONTINUATION THIS SHEET
SEE CONTINUATION THIS SHEETSEE SHEET 1 OF 4SEE SHEET 1 OF 4BLOCK 1 DETAIL
APPROXIMATE FEMA FLOOD HAZARD ZONE AE BOUNDARY
PROJECT SITEPOIEMA SUBDIVISIONS. CLOVERDALE ROAD E. LAKE HAZEL ROADS. EAGLE ROAD POIEMA SUBDIVISIONMERIDIAN, IDAHO - 2021Beginning of Vertical CurveCatch BasinCurb FaceCubic FootCenterlineClean-Out (Sewer)ConnectionConstruct, ConstructionCoordinateCubic YardDrop InletCable TelevisionDuctile Iron PipeEnd of CurveEnd of Curb ReturnEdge of GutterEngineer, EngineeringEdge of PavementElectric MeterBack of WalkDiameterDIAECREGEPEMELEVENGRElevationDWEAECDIPDWGEachDrivewayDrawingEastingCYCONNCONSTCOORDDBLCTVDoubleCBCFCLCOCONCBWConcreteLPOHPPCP.C.C.PCCPEPIRRPCVCLTMAINTMHNNO.MWISPWCIRRLBLFLIPGRHDPEHORIZHPINCLINVGMAbandonedAsphalt ConcreteAsbestos Cement PipeBeginning of CurveBeginning of Curb ReturnBench markAcrylonitrile - Butadiene - StyreneACPBCBKBMAHALTBCRBVCBackAheadAlternateACABSABANABANDAbandonFHFSFTGGALVGLGBGIRRFLESMTEVCFGEXISTGrade Line, Ground LineLow PointPortland Cement ConcretePoint of Compound CurvaturePoint of Compound Vertical CurvePressurized IrrigationOverhead PowerPoint of CurvatureMaintenancePolyethyleneMonitoring WellLeftManholeNorthingNumberHigh Density PolyethyleneIdaho Standards For PublicWorks ConstructionIron PipeLinear FootLengthPoundIrrigationGas MeterHorizontalHigh PointGradeIncludingInvertStationSTAStandardSquare YardTop of CurbTelephoneTransitionValve BoxVertical CurveWater MeterTopographyTOPOTRANSTYPVBVCVERTWMTypicalVerticalTCSTDSWSYTANTELSidewalkDimension RatioStorm DrainSeepage BedSanitary SewerSignal PoleSquare Foot (feet)Roof LineSPRKSSSFSPSECSectionRtRRSDSBRLRightSlopeRailroadEnd of Vertical CurveFire HydrantFlow LineFinished SurfaceGalvanizedGrade BreakGravity IrrigationFootingEasementFinished GradeExistingProperty linePoint on CurvePower PolePavementRight-of-WayPoint of Reverse CurvaturePounds per Square InchPoint of TangencyPolyvinyl ChloridePSIRPVCPVMTR/WPTRadiusPLPOCPRCPPRBRibbon CurbRCRoll CurbSTANDARD ABBREVIATIONSSTREET PLAN LEGENDTangentSprinklerStandard Thermoplastic PipeSand and Grease TrapSGSSDR1VICINITY MAPNOT TO SCALE2CONSTRUCTION SHEET INDEXSIPROPOSED 5' CONTOURBOUNDARY LINERIGHT-OF-WAY LINEPROPERTY LOT LINECENTERLINEPROPOSED 1' CONTOUREXISTING 5' CONTOUREXISTING 1' CONTOUR26452644DRAINAGE SWALEEXISTING EDGE OF PAVEMENT0+00.00CENTERLINE STATIONINGPROPOSED VERTICAL CURBEPEXISTING STREET SIGNPROPOSED STREET LIGHTPROPOSED ROLLED CURBEXISTING VERTICAL CURBEXISTING ROLLED CURBDIRECTION OF SURFACE FLOWPROPOSED TYPE II BARACADEPROPOSED TYPE III BARACADESEXISTING BARACADEDETACHEDATTACHEDPROPOSED PEDESTRIAN RAMPWITH ATTACHED SIDEWALKPROPOSED PEDESTRIAN RAMPWITH DETACHED SIDEWALKDETACHEDDETACHEDPROPOSED SAND AND GREASE TRAPEXISTING SAND AND GREASE TRAPPROPOSED SEEPAGE BED WITHMONITORING WELLSPROPOSED DROP INLETEXISTING DROP INLETPROPOSED STREET SIGNEXISTING STORM DRAIN LINE AND MANHOLEPROPOSED REVERSED VERTICAL CURBPROPOSED CONCRETE VALLEY GUTTERSDPROPOSED STORM DRAIN LINE AND MANHOLEPRESSURE IRRIGATION PLAN LEGENDPROPOSED GRAVITY IRRIGATION LINE AND BOXGRAVITY IRRIGATION PLAN LEGENDEXISTING GRAVITY IRRGATION LINE GIRRPROPOSED PRESSURE IRRIGATION LINE AND VALVEEXISTING PRESSURE IRRIGATION LINE AND SERVICE LINEPIRRPROPOSED CONCRETE THRUST BLOCKPROPOSED WATER LINE AND VALVEEXISTING WATER LINE AND VALVEWPROPOSED DOUBLE WATER METER SERVICE LINEPROPOSED SINGLE WATER METER SERVICE LINEEXISTING DOUBLE WATER METER SERVICE LINEEXISTING SINGLE WATER METER SERVICE LINEPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED CONCRETE THRUST BLOCKEXISTING CONCRETE THRUST BLOCKEXISTING PRESSURE IRRIGATION LINE AND VALVESEWER PLAN LEGENDSSSERVICE INVERT ELEVATIONSSPROPOSED SEWER LINE AND STATION10PROPOSED SANITARY SEWER LINE AND MANHOLESSPROPOSED SANITARY SEWER LINE AND SERVICESLSERVICE LENGTHSCSERVICE CONNECTIONEXISTING SEWER LINE AND MANHOLEEXISTING SEWER LINE AND SERVICESTREET AND STORM DRAIN PLAN LEGENDWATER PLAN LEGENDPROPOSED VERTICAL TO ROLLED CURBTRANSITION SECTIONSEWER PLAN AND PROFILE4BENCH MARK AND DATUM DATAC.100TITLE SHEET AND CONSTRUCTION NOTES1 2 OF 21C.200DATUM DATAHORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY)VERTICAL: NAVD 88THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIALCONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OFPREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FORERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BEAPPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT.NOTEGENERAL CONSTRUCTION NOTES1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLICWORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS),MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTSOF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THECONTROLLING STANDARDS OR SPECIFICATIONS.2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE ORREADILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO ACURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATIONIS RESOLVED.3.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALLTIMES.4.ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIORTO START OF WORK.5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK ISREQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.6.CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAYNOT OPEN OR CLOSE WATER VALVES.7.ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. ATTHE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALSINSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1.8.WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FORPIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.9.INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKSDEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THERESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVEDCONSTRUCTION PLANS.10.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITINGPRIOR TO CONSTRUCTION.11.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMITFROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROMTHE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER.12.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTORSHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMESALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION.ROADWAY NOTES1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAYCONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.2.ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE.3.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHDSUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESSSPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD.4.ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECTPRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY.5.SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES.6.ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKSWILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTSOUTSIDE THE PUBLIC RIGHT-OF-WAY.7.PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB ANDGUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS.8.CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.9.ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ONTHE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL.1)ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDEANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS.2)IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALLREPLACE THE ENTIRE ROADWAY SURFACE.3)CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OFA LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE.4)FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHDINSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR.5)ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.SEWER NOTES1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) ASWELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ANDNON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALLBE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BEA MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSSWITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16).4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES ASTORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHDSTORMWATER DESIGN GUIDELINES.PRESSURE IRRIGATION NOTES1.THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE NEW YORK IRRIGATION DISTRICT.2.INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THEPRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT.WATER NOTES1.CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATERSYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTENO. 1.2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ANDNON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALLBE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BEA MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSSWITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16).4.PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATERTREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7, SECTION 8200, OF THE 2017 ACHDSTORMWATER DESIGN GUIDELINES.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERSAFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THEPUBLIC WORKS INSPECTOR.NORTHCIVIL INNOVATIONSLOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 4,T. 2 N., R. 1 E., B.M., MERIDIAN, ADA COUNTY, IDAHOC.401D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.100 (TITLE AND NOTE SHEET).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.100SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN218 OF 21C.600C.6016 OF 21C.500STREET DETAILS3 OF 21C.201STREET PROFILES7 OF 21C.501C.7004 OF 21STORM DRAIN DETAILSC.701 5 OF 21C.40014 OF 21WATER PLAN15 OF 2112 OF 2113 OF 21E. LAKE HAZEL ROAD - IMPROVEMENT PLAN1 OF 21C.100TITLE SHEET AND CONSTRUCTION NOTESSTREET AND STORM DRAIN PLANC.202STREET PROFILESSEWER PLAN AND PROFILESEWER PLAN AND PROFILESC.702C.402WATER PLANIRRIGATION PLANIRRIGATION PLAN16 OF 2117 OF 2111 OF 2110 OF 2118 OF 2120 OF 21EXISTING STREET LIGHTC.203PIRRC.204SURVEYORLAND SOLUTIONS, PACONTACT: CLINT HANSEN, PLS231 E. 5TH STREET, STE. AMERIDIAN, ID 83642PHONE: (208) 288-2040EMAIL:CHANSEN@LANDSOLUTIONS.BIZENGINEERCIVIL INNOVATIONS, PLLCCONTACT: BEN THOMAS, PE1043 E. PARK BLVD., STE. 101BOISE, ID 83712PHONE: (208) 884-8181EMAIL: BEN@CIVIL-INNOVATIONS.COM3CONSTRUCTION CONTACT INFORMATIONSTREET AND STORM DRAIN PLANSTREET LIGHTING PLANC.800CALL 2 BUSINESS DAYS IN ADVANCE BEFOREYOU DIG, GRADE, OR EXCAVATE FOR THEMARKING OF UNDERGROUND UTILITIES.9 OF 21DEVELOPERDEVCO, LLCCONTACT: JIM CONGER4824 W. FAIRVIEW AVE.BOISE, ID 83706PHONE: (208) 336-5355EMAIL: JCONGER@CONGERGROUP.COMC.300GRADING PLANC.301GRADING PLANSTORM DRAIN DETAILSC.70319 OF 21STORM DRAIN DETAILSC.205E. LAKE HAZEL ROAD - STRIPING AND SIGNAGE PLAN21 OF 21
EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP1BLOCK 2EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEPEPEGEGEPEPEPEPEPEPE
P
EGE
G
EPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEP15+0016+0017+0018+0019+0020+0010+0011+
0
0
15+92.59, 4.35' RANGLE POINT15+92.59, 6.65' LANGLE POINT11.01'12.00'
12.26'12.62'25.59'29.51'28.64'
26.35'
21.02'17+01.36, 5.11' RANGLE POINT17+01.36, 5.90' LANGLE POINT15.93'
12.09'
12.01'
12.59'
12.70'
12.83'
16.83'17+06.10, 5.11' RANGLE POINT(MATCH EXIST.)EXISTING TWO WAY LEFT TURN LANE(FOR SPEED ZONES 45 MPH OR GREATER)PER STRIPING DETAIL N0. 10,ACHD DWG TS-111229.37'11.13'11.82'19+43.00, 5.90' LANGLE POINT12.00'
12.00'
12.00'19+43.00, 17.72' LEDGE OF PAVEMENTANGLE POINT(MATCH EXIST.)19+30.93, 17.90' LEDGE OF PAVEMENTANGLE POINT17+01.36, 17.90' LEDGE OF PAVEMENTANGLE POINT15+92.59, 18.65' LEDGE OF PAVEMENTANGLE POINT12.00'19+93.00, 5.66' LANGLE POINT(MATCH EXIST.)10.77'10.75'REMOVE EXISTING STRIPING(SOUTH STRIPE OF TWO WAYLEFT TURN LANE),STA. 17+01.36 TOSTA 19+93.00,RECONSTRUCTAS SHOWNNOTE: REMOVE EXISTING STRIPINGSTA 10+06.10 TO STA 17+01.36RECONSTRUCT AS SHOWN11.01'
11.00'REMOVABLE BOLLARDS, TYP.4516+42.95, 16.79' REXIST. ANGLE POINT15+92.59, 16.36' REXIST. ANGLE POINT14+93.09, 17.05' REXIST. ANGLE POINT15+41.97, 16.94' REXIST. ANGLE POINT14+42.18, 17.18' REXIST. ANGLE POINT16+92.16, 20.97' REXIST. ANGLE POINT17+41.97, 26.18' REXIST. ANGLE POINT17+93.62, 31.58' REXIST. ANGLE POINT18+15.06, 33.90' REXIST. ANGLE POINT19+46.43, 34.73' REXIST. ANGLE POINT20+20.75, 30.63' REXIST. ANGLE POINT14+42.18, 17.18' REXIST. ANGLE POINTEXISTING STRIPINGTO REMAINEXISTING STRIPINGTO BE REMOVED(SEE NOTE)EXISTING STRIPINGTO BE REMOVED(SEE NOTE)66EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXXX1BLOCK 12EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP
EGEGEGEGEGEGEG
EPEPEPEPEGEGEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP10+0011+0012+0013+0014+0015+0010+0011+00S. ASTORIA AVE.E. LAKE HAZEL ROADEXISTING 35 MPHSPEED LIMIT SIGN(TO REMAIN)10+06.10, 6.32' RANGLE POINT(MATCH EXIST.)10+06.10, 4.93' LANGLE POINT(MATCH EXIST.)11.25'12+83.68, 6.65' LANGLE POINT12.00'11.00'
12.95'
12.83'12.93'
13.09'
12.88'
12.00'
12.29'
12.54'
12.00'
12.00'
12.00'EXISTING REDUCE SPEED AHEAD SIGN(TO BE RELOCATED)REDUCE SPEED AHEAD SIGN(RELOCATED)12312.70'12.83'12.58'12.47'EXISTING TWO WAY LEFT TURN LANE(FOR SPEED ZONES 40 MPH OR LESS)PER STRIPING DETAIL N0. 9,ACHD DWG TS-111212+83.68, 18.65' LEDGE OF PAVEMENTANGLE POINT10+77.16, 17.37' LEDGE OF PAVEMENTANGLE POINT(MATCH EXIST.)NOTE: REMOVE EXISTING STRIPINGSTA 10+06.10 TO STA 17+01.36RECONSTRUCT AS SHOWN5514+93.09, 17.05' REXIST. ANGLE POINT14+42.18, 17.18' REXIST. ANGLE POINT13+92.14, 16.93' REXIST. ANGLE POINT13+42.78, 16.82' REXIST. ANGLE POINT12+92.93, 17.33' REXIST. ANGLE POINT12+42.00, 17.19' REXIST. ANGLE POINT11+93.12, 17.29' REXIST. ANGLE POINT11+42.50, 17.35' REXIST. ANGLE POINT10+92.45, 18.59' REXIST. ANGLE POINT10+42.53, 19.16' REXIST. ANGLE POINT14+42.18, 17.18' REXIST. ANGLE POINT12+83.68, 4.35' RANGLE POINT12.98'
19.14'EXISTING STRIPINGTO BE REMOVED(SEE NOTE)EXISTING STRIPINGTO BE REMOVED(SEE NOTE)6677D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.200 (E. LAKE HAZEL RD-STRIPING).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.200SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.200E. LAKE HAZEL ROAD - STRIPING AND SIGNAGE PLAN2 MATCHLINESEE ABOVE
MATCHLINE
SEE BELOWSCALE: 1" = 1E. LAKE HAZEL ROAD - STRIPING AND SIGNAGE PLAN20' - 0" HORIZONTALHORIZONTAL SCALE IN FEET02040102030NORTHCIVIL INNOVATIONSROADWAY SIGNAGE CONSTRUCTION NOTES:INSTALL 36"x36" STOP SIGN (R1-1) PER MUTCD,WITH STREET NAME SIGN PER ACHD DWG. TS-11141INSTALL "25 MPH" SPEED LIMIT SIGN (R2-1) PER MUTCD2ROADWAY STRIPING AND SIGNAGE NOTES1.Prior To Placement Of Any Pavement Markings, Contact ACHDInspection For Verification Of Compliance With Policy And ExistingPavement Markings.2. Sign Contractors Other Than ACHD Must Be Bonded With ACHD AndMust Obtain A No-Charge Right-Of-Way Permit.3.All Street Signs And Hardware Must Comply With MUTCD Standards.Custom Finishes Must Be Reviewed And Approved By ACHD.Custom Modifications Of Street Signs And Hardware Installed ByACHD Is Prohibited.4.Street Name Signs And Intersections Where There Is No PublicOutlet Shall Have A "No Outlet" Sign Mounted With The Street NameSign.INSTALL 24" WIDE STOP BAR (WHITE)3INSTALL TWO WAY LEFT TURN LANE (FOR SPEED ZONES 45 MPHOR GREATER, PER ACHD DWG. TS-1112 (STRIPING DETAIL NO. 10)5INSTALL 12"x18" NO PARKING SIGN PER MUTCD R8-34INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGEALUM. WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A6INSTALL TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.7
GIRRGIRRGIRRGIRRGIRRGIRRGIRRRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWX X X X X X XGIRR GIRRGIRRGIRRXXXXXHW HW HW HWHWHW EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBTOBTOBTOBTOBGIRRTOBTOB
TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR1BLOCK 2EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEPEPEGEGEPEPEPEPEPEPE
P
EGE
G
EPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPEPEPEPSCSCEGEGEGEGEGEGEGEGEGEGEGEGEGEGEP2704270327032705270627072704270517+50.00, 17.90' L2704.50 EP/GB17+50.00, 0.00'2704.98 AC/GB2.7%17+00.00, 17.91' L2704.84 EP17+00.00, 0.00'2705.24 AC2.2%16+50.00, 18.25' L2705.17 EP16+50.00, 0.00'2705.63 AC2.5%15+92.59, 18.65' L2705.56 EP/AP/GB15+92.59, 0.00'2705.97 AC2.2%15+50.00, 0.00'2706.24 AC2.1%15+00.00, 0.00'2706.61 AC14+50.00, 0.00'2706.93 AC14+00.51, 18.65' L2706.85 EP/HP14+00.51, 0.00'2707.19 AC15+50.00, 18.65' L2705.85 EP15+00.00, 18.65' L2706.18 EP14+50.00, 18.65' L2706.52 EP2.3%2.2%5514+00.51, 28.65' L2705.04 FL/HP14+00.51, 30.65' L2705.04 FL/HP2706.79 FG14+00.51, 37.00' L2706.79 EP/HP14+00.51, 49.00' L2706.91 EP/HP2706.77 FG14+00.51, 85.00' L2707.63 FG/HP32.0%32.0%32%32%32%32.0%2707.30 FG/GB32.0%2706.96 FG/GB32.0%2706.63 FG/GB2705.91 FS2705.79 FS2705.77 FG2.0%2706.29 FG/GB2.0%2705.95 FG/GB2705.23 FS2705.11 FS2705.09 FG2.0%17+50.00, 37.00' L2704.44 EP/GB17+50.00, 49.00' L2704.56 EP/GB17+50.00, 85.00' L2705.28 FG/GB2.0%2.0%17+86.89, 29.90' L2702.61 FL/GB17+86.89, 27.90' L2702.61 FL/GB17+50.00, 29.90' L2702.69 FL/GB17+50.00, 27.90' L2702.69 FL/GB2704.44 EG2705.11 EG2704.78 EG2705.45 EG2705.79 EG2706.12 EG2706.46 EG2704.37 FL2704.37 FL2704.71 FL2704.71 FL2704.04 FL2704.04 FL2703.70 FL2703.70 FL2703.36 FL2703.36 FL2703.03 FL2703.03 FL25.0%25.0%25.0%1.0%25.0%1.0%25.0%1.0%25.0%1.0%25.0%1.0%25.0%1.0%0.7%2.0%2705.61 FG/GB18+06.89, 85.00' L2705.16 FG/GB0.7%0.2%25.0%18+92.89, 29.90' L2702.40 FL/GB25.0%1.0%8.4%2.0%2.0%2.0%15.8%1.1%1.0%1.2%0.3%1.0%1.0%1.0%1.0%2.4%1.7%1.7%18+26.89, 17.90' L2704.34 AC17+86.89, 17.90' L2704.42 EP/PC/GB18+66.89, 17.90' L2704.26 EP/PC/GB0.2%0.2%0.2%0.2%2704.36 EG2704.38 AC2704.30 AC2704.46 FG2704.39 FG2.0%8.6%1.3%1.3%1.0%1.7%18+26.89, 49.00' L=10+52.00, 0.0' R2704.40 FS18+16.89, 47.90' L2704.41 EP/PT/GB18+09.25, 27.90' L2704.00 EP/FL/GB18+44.53, 27.90' L2704.00 EP/FL/GB0.3%1.7%1.7%3.0%3.8%1.7%1.0%18+26.89, 0.00'2704.73 AC18+00.00, 0.00'2704.80 AC17+86.89, 0.00'2704.84 AC2.4%2.2%2.1%18+50.00, 0.00'2704.66 AC18+41.51, 0.00'2704.69 AC2.8
%7.6%2.1%2.0%1.7%19+43.00, 17.72' L(MATCH EXIST.)2704.11 EP19+43.00, 15.00' L(MATCH EXIST.)2704.17 AC18+66.89, 0.00'2704.61 AC18+97.73, 17.90' L2704.20 EP/AP/GB18+97.73, 15.00' L(MATCH EXIST.)2704.27 AC18+97.73, 0.00'(MATCH EXIST.)2704.53 AC1.3%1.2%1.5%1.9%19+09.95, 37.00' L2704.11 EP/GB3.4%14.4%16
.
5
%18+26.89, 75.57' L=10+75.57, 0.0'R2704.31 FG/PC/GB18+20.05, 97.95' L=10+99.32, 0.0'R2704.00 FG/PT/GB0.2%0.2%0.7%0.7%0.2%1.3%10.3%10.6%11.1%32%18+41.89, 85.00' L2705.09 FG/GB18+85.67, 85.00' L2705.00 FS/GB3.0%27030.7%0.7%0.2%0.2%0.2%18+16.89, 75.57' L2704.11 EG/PC/GB18+36.89, 75.57' L2704.11 EG/PC/GB18+11.76, 92.35' L=10+99.32, 10.0' L2703.80 EG/PT/GB2.0%18+28.34, 103.54' L= 10+99.32, 10.0'R2703.80 EG/PT/GB2
.
0%10+0011+
0
0
2.0%2.0%2.0%R=30'R=30'R=40'2
0
.
0
0
'
1
0
.
0
0
'
1
0
.
0
0
'18+36.89, 47.90' L2704.37 EP/PT/GBE. LAKE HAZEL ROAD1111BORROW DITCH, TYPICALINSTALL BORROW DITCH WITH CONTINUOUSSAND TRENCH PER ACHD STORMWATERDESIGN GUIDELINES STD. DWG. DETAIL 05,SEE DETAIL ON DETAIL SHEET.1319+30.93, 17.90' L2704.13 EP/AP/GB19+30.93, 15.00' L2704.20 AC0.2%0.2%6.6%18+66.89, 29.90' L2702.45 FL/GB 1.0%7.4%0.6%0.2%28.4%2704.42 FG/GB2704.58 FG/GB28.4%17+86.89, 37.00' L2704.36 EP/GB2704.34 FG17+86.89, 49.00' L2704.48 EP/GB2704.50 FG2.0%2.0%1.0%18.3%32%18+66.89, 85.00' L2705.04 FG/GB 2.0%1.8%2704.28 FG/GB18+92.89, 27.90' L2702.40 FL/GB18+66.89, 27.90' L2702.45 FL/GB18+95.47, 37.00' L2704.14 EP/GB 19+00.00, 30.29' L2703.99 EP/GB2704.13 FG2704.18 FG18+66.89, 37.00' L2704.20 EP/GB18+66.89, 49.00' L2704.32 EP/GB2704.34 FG/GB 28.4%0.2%2.3%1.7%0.2%0.2%0.2%0.2%2704.26 FS2704.30 FS17+86.89, 85.00' L2705.20 FG/GB0.2%32%0.2%2704.42 FS2704.38 FS2.3%17+01.36, 0.00'2705.23 AC17+01.36, 17.90' L2704.83 EP/AP/GB2704.77 EG17+01.36, 27.90' L2703.02 FL/AP/GB17+01.36, 29.90' L2703.02 FL/AP/GB2.3%28.4%17+01.36, 37.00' L2704.77 EP/GB17+01.36, 49.00' L2704.89 EP/GB2704.91 FG/GB1.0%30.1%2705.25 FG0.2%0.2%2.0%2704.90 FS2704.92 FG2704.78 FS2704.76 FG2704.75 FG16+00.00, 18.60' L2705.51 EP2705.57 FS2705.45 FS2705.43 FG2705.59 FG32.0%16+00.00, 0.00'2705.92 AC2.2%2705.50 EG15+92.59, 28.65' L2703.75 FL/AP/GB15+92.59, 30.65' L2703.75 FL/AP/GB15+92.59, 37.00' L2705.50 EP15+92.59, 49.00' L2705.62 EP2705.48 FG2705.64 FG32.3%2.0%0.7%0.7%0.7%0.7%0.7%0.7%0.7%2705.93 FG32.3%2706.24 FS2706.12 FS2706.10 FG2.0%1.0%2706.26 FG32.3%2706.58 FS2706.46 FS2706.44 FG2.0%1.0%2706.60 FG0.7%0.7%0.7%0.7%0.7%0.7%0.7%0.7%0.7%0.7%0.7%32.3%2706.93 FG15+0016+0017+0018+0019+0020+0052704.20 EG2704.15 EG2704.07 EG2704.05 EG18.65'3'7'2'6.35'12.00'1.00'0.2%17.90'3'7'2'7.10'12.00'1.00'1.00'1.00'50.00' TYP.35.00'19+22.83, 17.90' L2704.15 AC111.8%2704.47 FG2704.45 FS2704.35 FS518+26.89, 37.00' L2704.28 AC/GB0.3%2704.31 AC27062705270527070.6%1.0%0.2%1.9%1.0%1.0%2704.12 FG28.3%25.0%12.2%9918+95.47, 49.00' L2704.26 EP/GB 19+09.95, 49.00' L2704.23 EP/GBRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOEGIRRGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRGIRRTOBT
O
B TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRHWHWHWH
W
1BLOCK 12EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP
EGEGEGEGEGEGEG
EPEPEPEPEGEGEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP10+0011+002705270727072705270527072707270515+00.00, 0.00'2706.61 AC14+50.00, 0.00'2706.93 AC14+00.00, 0.00'2707.20 AC13+50.00, 0.00'2707.25 AC12+83.68, 0.00'2707.13 AC12+00.00, 0.00'2706.76 AC12+00.00, 18.13' L2706.37 EP14+00.00, 18.65' L2706.85 EP14+00.51, 18.65' L2706.85 EP/HP1.8%14+00.51, 0.00'2707.19 AC15+00.00, 18.65' L2706.18 EP14+50.00, 18.65' L2706.52 EP13+50.00, 18.65' L2706.73 EP12+83.68, 18.65' L2706.57 EP/AP/GB12+50.00, 18.44' L2706.49 EP2.3%2.2%2.8%3.1%2.6%2.0%2.0%0.6%10+98.69, 28.15' L2704.50 FL10+00.21, 17.87' L(MATCH EXIST.)2706.31 EP10+15.59, 17.85' L
(MATCH EXIST.)
2706.31 AC12+50.00, 0.00'2706.97 AC11+28.51, 59.00' L=10+59.00 16.50'L2706.56 RC11+45.01, 50.08' L=
10+50.08, 0.00'R
2706.55 AC/GB
2706.25 FS511+45.01, 0.00' L=
10+00.00, 0.0'R
2706.68 AC
11+45.01, 17.79' L=
10+17.79, 0.0' R
2706.35 AC61.0%2.1%11+68.51, 85.00' L2707.16 FG/GB25.0%14+00.51, 28.65' L2705.04 FL/HP14+00.51, 30.65' L2705.04 FL/HP2706.79 FG14+00.51, 37.00' L2706.79 EP/HP14+00.51, 49.00' L2706.91 EP/HP2.0%2706.77 FG14+00.51, 85.00' L2707.63 FG/HP32.0%32.0%32.0%32.0%2707.51 FG/GB2707.39 FG/GB2707.27 FG/GB2.0%2.0%1.0%3.4%0.6%0.2%10+98.69, 37.00' L2706.29 EP/GB10+98.69, 49.00' L2706.41 EP/GB10+98.51, 85.00' L2707.13 FG/GB2.0%2.3%2707.22 FG2.3%10+15.59, 85.00' L2707.28 FG32.0%2707.30 FG/GB32.0%2706.96 FG/GB2706.12 EG2706.46 EG2706.67 EG2706.55 EG2706.41 FG2706.31 EG2704.37 FL2704.37 FL2704.71 FL2704.71 FL25.0%25.0%1.0%0.7%2707.63 FG/GB2706.91 FS2706.79 FS2706.77 FG2706.45 FG2.0%0.2%0.8%0.2%0.2%0.7%1191110+98.71, 17.51' L
2706.35 AC
10+50.00, 17.71' L
(MATCH EXIST.)
2706.32 AC44R=32'E. LAKE HAZEL ROADBORROW DITCH, TYPICALINSTALL BORROW DITCH WITH CONTINUOUSSAND TRENCH PER ACHD STORMWATERDESIGN GUIDELINES STD. DWG. DETAIL 05,SEE DETAIL ON DETAIL SHEET.2706.24 FS2706.12 FS2706.10 FG2.0%1.0%2706.26 FG32.3%2706.58 FS2706.46 FS2706.44 FG2.0%1.0%2706.60 FG0.7%0.7%0.7%0.7%0.7%32.3%32.3%2706.93 FG2706.93 FG2706.79 FG2705.04 FL2705.04 FL2704.92 FL2704.92 FL2706.79 FS2706.67 FS2706.65 FG2.0%1.0%2706.81 FG13+00.00, 18.65' L2706.61 EP3.0%2704.80 FL2704.80 FL2706.67 FS2706.55 FS2706.53 FG2.0%1.0%2706.69 FG0.2%0.2%2706.51 EG12+83.68, 28.65' L2704.76 FL12+83.68, 30.65' L2704.76 FL25.0%25.0%
25.0%32.3%32.3%0.2%0.2%0.2%0.2%0.2%0.2%0.2%0.2%0.3%2706.43 EG2706.43 FS2706.55 FS2706.57 FG12+83.68, 37.00' L2706.51 EP12+83.68, 49.00' L2706.63 EP2706.49 FG2706.65 FG32.3%1.0%2.0%2704.67 FL2704.67 FL1.9%1.9%1.5%1.5%2.1%2704.53 FL2704.53 FL2706.29 FG2706.31 FS2706.43 FS2706.46 FG12+05.01, 85.00' L2707.16 FG/GB2.0%2.0%11+45.01, 85.00' L=10+85.00, 0.00'R2706.90 AC/GB2.0%2.0%1.0%2706.25 FS/GB2706.26 LIP
11+30.51, 49.51' L=
10+49.51, 14.50'L
2706.25 LIP/PT
2.6%11+59.51, 50.08' L=10+50.08, 14.50'R2706.26 LIP/PT2706.35 LIP2706.65 BW/GB3.1%4.0%1.0%2706.09 EP2706.12 FS2706.25 FS2706.25 FS/GB1.0%2706.12 FS2706.09 EP2706.40 LIP11+61.51, 64.00' L=10+64.00, 16.50'R2706.82 VC/GB2706.91 BW/GB3.8%4.4%1.0%1.0%0.7%0.6%R=32'0.7%0.7%1.4%1.4%
11+22.82, 28.70' L=
10+28.70, 22.19' L
2705.97 AC/LP
11+67.70, 28.70' L=
10+28.70, 22.69' R
2705.97 AC/LP
11+91.71, 18.08' L
2706.35 EP/PC/GB
3.5%2706.35 FS
2706.35 FS
11+45.01, 28.70' L=
10+28.70, 0.0' R
2706.42 AC
1.1%2.1%10+98.71, 14.40' L
(MATCH EXIST.)
2706.42 AC
10+98.71, 0.00'
(MATCH EXIST.)
2706.58 AC
10+77.16, 14.40' L
(MATCH EXIST.)
2706.39 AC
10+77.16, 17.37' L
(MATCH EXIST.)
2706.36 AC
10+0011+0012+0013+0014+0015+0010+03.59, 17.87' L(MATCH EXIST.)2706.31 AC2706.29 EG2706.30 EG2706.25 EG
2706.25 EG
10+22.17, 28.15' L
2704.50 FL2706.27 FG10+98.69, 30.65' L2704.50 FL0.1%0.0%1411+91.69, 28.65' L
2704.51 FL/LP
11+91.69, 30.65' L
2704.51 FL/LP11+91.69, 37.00' L2706.29 EP/GB11+91.69, 49.00' L2706.41 EP/GB2706.27 FG2706.43 FG24.4%32.5%23.6%32.8%23.6%32.9%2.0%6.4%7.3%0.1%33.1%32.8%32.5%23.4%23.1%23.8%2706.26 EG10+22.17, 30.65' L2704.50 FL32.2%23.9%1.0%10+03.59, 37.00' L2706.36 EP/GB10+15.59, 37.00' L2706.24 EP/GB19
.
5
%2704.50 FL2704.50 FL2704.50 FL2704.50 FL2706.26 FG2706.28 FS2706.24 FG2706.26 FS7.5%6.5%6.1%2706.29 EG6.0%0.2%18.65'3'7'2'6.35'12.00'1.00'1.00'50.00' TYP.35.00'2706.38 FS32.5%23.6%2704.50 FL2704.50 FL2706.24 FG2706.26 FS0.1%2706.40 FG2706.43 FG2706.40 FS2706.42 FG13+00.00, 0.00'2707.19 AC555S. ASTORIA AVE.11+28.51, 85.00' L=10+85.00 16.50'L2706.82 RC11+61.51, 85.00' L=10+85.00, 16.50' R2707.03 VC/GB1.0%1.0%1.0%10+15.59, 49.00' L2706.36 EP/GB2.4%2.3%0.3%31.2%2706.22 FG2706.24 FS10+03.59, 49.00' L2706.48 EP/GB927071.2%141.2%0.2%0.2%0.2%D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.201 (E. LAKE HAZEL RD-FRONTAGE).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.201SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.201E. LAKE HAZEL ROAD - IMPROVEMENT PLAN3SCALE: 1" = 1E. LAKE HAZEL ROAD - IMPROVEMENT PLAN20' - 0" HORIZONTALHORIZONTAL SCALE IN FEET02040102030NORTHCIVIL INNOVATIONSCONSTRUCTION KEY NOTES4INSTALL 5' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.11REMOVE EXISTING BARRICADES (IF APPLICABLE) AND SAWCUT 2 FEETMIN. OF EXISTING PAVEMENT. REFERENCE ISPWC SD-301 AND ACHDSUPPLEMENTAL SD-303 AND SD-806.INSTALL CURB TERMINUS PER ISPWC SD-707.65INSTALL 12' WIDE ASPHALT PATH, SEE DETAIL ON DETAIL SHEET.CL ELEV.CL STA.10+03.592706.4810+50.00ELEV.2706.48SOUTH BW2706.572706.3810+98.712706.582706.4111+91.712706.732706.4112+00.002706.762706.4312+50.002706.972706.5511+50.002706.69NA12+83.682707.142706.6311+00.002706.592706.40E. LAKE HAZEL RD. ASPHALT PATH ELEVATION TABLECL ELEV.CL STA.ELEV.SOUTH BW13+50.002707.262706.7914+00.002707.212706.9114+00.512707.202706.9114+50.002706.932706.5815+50.002706.252705.9115+92.592705.972705.6216+00.002705.932705.5715+00.002706.612706.24NOTE: BACK OF SIDEWALK ELEVATIONSSHALL BE A MAX. OF ±0.5 FEET FROMCENTERLINE ELEVATION OFE. LAKE HAZEL RD.MATCHLINESEE ABOVE
MATCHLINE
SEE BELOWCL ELEV.CL STA.ELEV.SOUTH BW17+01.362705.242704.8918+00.002704.822704.4518+26.892704.742704.4018+50.002704.682704.3518+66.892704.622704.32SEE SHEET C.202 FOR CONTINUATIONSEE SHEET C.202 FOR CONTINUATIONINSTALL REMOVABLE BOLLARDS.1317+00.002705.252704.9013+00.002707.202706.6716+50.002705.632705.2317+50.002704.992704.5617+86.892704.862704.48CL ELEV.CL STA.ELEV.SOUTH BW19+22.832704.552704.1519+09.952704.542704.2318+95.472704.542704.26INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGEALUM. WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A9INSTALL TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.1410+15.592706.512706.3619+00.002704.542704.25
GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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EGD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.202 (STREET AND STORM DRAIN PLAN).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.202SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.202STREET AND STORM DRAIN PLAN4 SCALE: 1" = 1STREET AND STORM DRAIN PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060DI 1ACLSTA. 11+84.00, 16.50' LT, S. ASTORIA AVE.DROP INLET, ACHD SupplementalDrawing SD-604A, TYPE IVTOP OF CURB = 2707.4412" INV OUT (W) = 2704.19INSTALL 29.34 LF 12" PVC (C-900) @ 0.31% TO DI 1BQ(25) = 0.73 cfsQ(100) = 1.01 cfs2STREET AND STORM DRAIN DATASTORM DRAIN POND NO. 1ES 1AEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2704.00NORTHCIVIL INNOVATIONSSDMH 1CLSTA. 11+83.00, 26.50' RT, S. ASTORIA AVE.SHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2707.08 (MATCH FINISHED GRADE)12" INV IN (E) = 2704.0512" INV OUT (S) = 2704.05 (FOREBAY)12" INV OUT (N) = 2704.55 (OVERFLOW TO PRIMARY)SUMP ELEV = 2702.05INSTALL 15.05 LF 12" PVC (SDR-35) @ 0.33% TO ES 1A (FOREBAY)INSTALL 14.92 LF 12" PVC (SDR-35) @ 7.04% TO ES 1B (PRIMARY)DI 1BCLSTA. 11+84.00, 16.50' RT, S. ASTORIA AVE.DROP INLET, ACHD SupplementalDrawing SD-601, TYPE ITOP OF CURB = 2707.6512" INV IN (E) = 2704.1012" INV OUT (W) = 2704.10INSTALL 8.73 LF 12" PVC (SDR-35) @ 0.57% TO SDMH 1Q(25) = 0.22 cfsQ(100) = 0.31 cfsDI 2ACLSTA. 15+65.54, 16.50' LT, S. ASTORIA AVE.DROP INLET, ACHD SupplementalDrawing SD-604A, TYPE IVTOP OF CURB = 2708.9812" INV OUT (W) = 2705.98INSTALL 29.32 LF 12" PVC (C-900) @ 0.31% TO DI 2BQ(25) = 1.53 cfsQ(100) = 2.13 cfs3STREET AND STORM DRAIN DATASTORM DRAIN SEEPAGE BED NO. 2SDMH 2CLSTA. 15+86.74, 26.21' RT, S. ASTORIA AVE.SHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2709.46 (MATCH FINISHED GRADE)12" INV IN (N) = 2706.1012" INV OUT (W) = 2706.10SUMP ELEV = 2704.10INSTALL 8.50 LF 12" ADS N-12 HP @ 0.00% TO SB 2DI 2BCLSTA. 15+65.54, 16.50' RT, S. ASTORIA AVE.DROP INLET, ACHD SupplementalDrawing SD-601, TYPE ITOP OF CURB = 2709.1912" INV IN (E) = 2705.8912" INV OUT (W) = 2705.89INSTALL 9.84 LF 12" PVC (SDR-35) @ 0.91% TO SDMH 2Q(25) = 1.14 cfsQ(100) = 1.60 cfsMATCH LINE - SEE SHEET C.203MATCH LINE - SEE SHEET C.203ES 1BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2703.50CONSTRUCTION KEY NOTESINSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708.INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGEALUM. WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132AINSTALL TYPE III BARRICADE AND SIGN "STREET TO BE EXTENDED IN THEFUTURE" AND THICKENED EDGE ALUMINUM WITH STRIPED DECALSDECALS PER ACHD SUPPLEMENTAL SD-1132B.1394INSTALL 5' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, AND TACTILEWARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.1110REMOVE EXISTING BARRICADES (IF APPLICABLE) AND SAWCUT 2 FEETMIN. OF EXISTING PAVEMENT. REFERENCE ISPWC SD-301 AND ACHDSUPPLEMENTAL SD-303 AND SD-806.INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWCSD-707, MODIFIED. SEE DETAIL ON DETAIL SHEET.72INSTALL PEDESTRIAN RAMP TYPE "H1" PER ACHD SUPPLEMENTAL SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.INSTALL CURB TERMINUS PER ISPWC SD-707.65INSTALL 12' WIDE ASPHALT PATH, SEE DETAIL ON DETAIL SHEET.INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHDSUPPLEMENTAL SD-710B (6" THICK CONCRETE - SEE NOTE E).8INSTALL REMOVABLE BOLLARDS.13INSTALL CURBSIDE MAIL BOX STAND PER ACHD SUPPLEMENTAL SD-709A.12SG 21500 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) WITH 20" BAFFLE SPACING,ISPWC DWG. SD-624.RIM = 2709.40 (W), 2709.37 (E) (MATCH FINISHED GRADE)12" INV IN (NE) = 2705.80INLET BAFFLE = 2705.20OUTLET BAFFLE = 2705.7018" INV OUT (W) = 2704.95 (TO SEEPAGE BED: 2-YR STORM FLOW)12" INV OUT (S) = 2706.20 (TO SDMH 2: HIGH FLOW BYPASS)INSTALL 5.0 LF 18" ADS N-12 HP @ 0.00% TO SB 2INSTALL 12.50 LF 12" PVC (SDR-35) @ 0.80% TO SDMH 2SB 2196.0'L x 30.5'W x 3.5'D SEEPAGE BEDSEE DETAIL ON DETAIL SHEETINSTALL TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.14
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SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.203SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.203STREET AND STORM DRAIN PLAN5 SCALE: 1" = 1STREET AND STORM DRAIN PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONS3INTERSECTION GRADING DETAILSCALE: 1"=20'MATCH LINE - SEE SHEET C.202MATCH LINE - SEE SHEET C.202DI 3CLSTA. 12+54.17, 10.00' LT, PRIVATE ALLEYDROP INLET, ACHD SupplementalDrawing SD-604A, TYPE IVTOP OF CURB = 2709.6412" INV OUT (E) = 2706.64INSTALL 2.00 LF 12" PVC (SDR-35) @ 0.50% TO SDMH 3Q(25) = 0.96 cfsQ(100) = 1.34 cfs2STREET AND STORM DRAIN DATAPRIVATE STORM DRAIN POND NO. 3SDMH 3CLSTA. 12+54.17, 13.33' LT, PRIVATE ALLEYSHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2709.38 (MATCH FINISHED GRADE)12" INV IN (W) = 2706.6312" INV OUT (SE) = 2706.63 (FOREBAY)12" INV OUT (NE) = 2706.88 (OVERFLOW TO PRIMARY)SUMP ELEV = 2704.63INSTALL 18.54 LF 12" PVC (SDR-35) @ 0.70% TO ES 3A (FOREBAY)INSTALL 12.91 LF 12" PVC (SDR-35) @ 6.82% TO ES 3B (PRIMARY)ES 3AEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2706.50ES 3BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2706.00CONSTRUCTION KEY NOTESINSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708.INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGEALUM. WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132AINSTALL TYPE III BARRICADE AND SIGN "STREET TO BE EXTENDED IN THEFUTURE" AND THICKENED EDGE ALUMINUM WITH STRIPED DECALSDECALS PER ACHD SUPPLEMENTAL SD-1132B.1394INSTALL 5' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, AND TACTILEWARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.1110REMOVE EXISTING BARRICADES (IF APPLICABLE) AND SAWCUT 2 FEETMIN. OF EXISTING PAVEMENT. REFERENCE ISPWC SD-301 AND ACHDSUPPLEMENTAL SD-303 AND SD-806.INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWCSD-707, MODIFIED. SEE DETAIL ON DETAIL SHEET.72INSTALL PEDESTRIAN RAMP TYPE "H1" PER ACHD SUPPLEMENTAL SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.INSTALL CURB TERMINUS PER ISPWC SD-707.65INSTALL 12' WIDE ASPHALT PATH, SEE DETAIL ON DETAIL SHEET.INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHDSUPPLEMENTAL SD-710B (6" THICK CONCRETE - SEE NOTE E).8INSTALL REMOVABLE BOLLARDS.13INSTALL CURBSIDE MAIL BOX STAND PER ACHD SUPPLEMENTAL SD-709A.12INSTALL TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.14
S. ASTORIA AVE. AND S. ASTORIA PL. PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+752706.682706.682705.142706.552705.282706.992705.322707.312705.592707.622705.912707.932706.212708.24
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PT: 12+87.89
PT: 19+97.75
PRC: 12+34.92 ELEV = 2706.68STA = 10+00.00 - E. LAKE HAZEL ROADSTA = 10+00.00ELEV = 2706.68SAWCUT LINE(MATCH EXIST)STA = 12+34.92ELEV = 2707.84STA = 11+85.50ELEV = 2707.53STA = 10+50.08 - GRADE BREAKELEV = 2706.55STA = 12+87.89 - GRADE BREAKELEV = 2708.17
ELEV = 2709.55
STA = 16+47.40 - E. DITMARS DR.
STA = 19+16.79 - GRADE BREAK
ELEV = 2710.95
STA = 19+38.16
ELEV = 2711.23
STA = 20+43.75 - GRADE BREAK
ELEV = 2711.50 - LIP OF CURB
STA = 19+97.75
ELEV = 2712.00
(CENTER CUL-DE-SAC)
STA = 17+00.13 - GRADE BREAK
ELEV = 2710.08
STA = 16+32.04 - GRADE BREAK
ELEV = 2709.40EXISTING GROUNDAT CENTERLINEFINISHED GRADEAT CENTERLINESTA = 15+65.54 - LOW POINT
ELEV = 2709.06
STA = 15+01.54 - HIGH POINT
ELEV = 2709.3212" SD (C-900)12" SD (C-900)6" PIRR (12" SLEEVE)STA = 10+17.79 - GRADE BREAKELEV = 2706.35STA = 10+85.00 - GRADE BREAKELEV = 2706.90
E. LAKE HAZEL ROAD PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+002706.47
2706.56
2706.58
2706.35
2706.69
2706.35
2706.76
2706.37
2706.97
2706.49
2707.19
2706.61
2707.25
2706.73
2707.20
2706.85
2706.93
2706.52
2706.61
2706.18
2706.24
2705.85
2705.92
2705.51
2705.63
2705.17
2705.242704.842704.982704.502704.802704.392704.662704.292704.542704.202704.55
0.04%0.24%0.24%0.67%0.67%0.68%0.22%0.20%0.19%0.21%0.21%0.00%PI: 11+45.01
STA = 14+00.51 18.65'L - HIGH POINT
ELEV = 2706.85EXISTING GROUNDAT CENTERLINEFINISHED GRADE AT SOUTHEDGE OF PAVEMENTSTA = 17+50.00, 17.9'L - GRADE BREAKELEV = 2704.50STA = 18+97.73, 17.9'L - GRADE BREAKELEV = 2704.20
STA = 11+91.71, 18.08'L - GRADE BREAK
ELEV = 2706.35
STA = 10+98.71, 17.51'L - GRADE BREAK
ELEV = 2706.35
STA = 11+45.01, 17.79'L
ELEV = 2706.35
STA = 12+83.68, 18.65'L
ELEV = 2706.57
(ANGLE POINT)
STA = 10+77.16, 17.37'L
ELEV = 2706.36
(MATCH EXIST.)
STA = 15+92.59, 18.65'L
ELEV = 2705.56
(ANGLE POINT)
STA = 17+01.36, 17.90'LELEV = 2704.83(ANGLE POINT)STA = 17+86.89, 17.9'L - GRADE BREAKELEV = 2704.42STA = 18+66.89, 17.9'L - GRADE BREAKELEV = 2704.26STA = 18+26.89, 17.90'LELEV = 2704.34STA = 19+43.00, 17.72'LELEV = 2704.11(MATCH EXIST.)STA = 19+30.93, 17.90'LELEV = 2704.13(ANGLE POINT)D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.204 (STREET PROFILES).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.204SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824C.204STREET PROFILES6
PRIVATE ALLEY PROFILE27052710271527202725270527102715272027259+5010+0011+0012+0013+0014+002709.25
2707.82
2710.49
2708.59
2710.23
2707.73
2710.02
2708.12
2709.81
2708.42
2709.60
2708.81
2710.31
2708.97 0.81%0.42%2.99%2.71%PVI STA: 12+73.00PVI ELEV: 2709.50K: 14.63LVC: 50.00BVCS: 12+48.00
BVCE: 2709.61
EVCS: 12+98.00
EVCE: 2710.25LOW PT.STA: 12+54.17LOW PT.ELEV: 2709.59FINISHED GRADEAT CENTERLINEEXISTING GROUNDAT CENTERLINESTA = 13+09.73 - GRADE BREAK
ELEV = 2710.60
STA = 10+62.05 - GRADE BREAK
ELEV = 2710.39
STA = 12+54.17
ELEV = 2709.59
STA = 10+21.97 - HIGH POINT
BW ELEV = 2710.71
STA = 13+28.04 - HIGH POINT
BW ELEV = 2711.104" PIRRFIRE ACCESS ROAD PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+502704.732704.732707.402704.402703.672704.002703.892704.252704.002704.50
2704.01
2704.75
2704.23
2705.00
2704.45
2705.25
2704.62
2705.50
2704.94
2705.75
2705.46
2706.00
2705.59
2706.37
2705.82
2707.10
2709.32
2708.10
2710.80
2709.11
2708.88
2710.11
2707.71
2710.93 2.16%1.00%0.31%0.34%1.31%0.50%2.01%2.01%2.00%PVI STA: 15+60.42PVI ELEV: 2706.30K: 66.18LVC: 100.00BVCS: 15+10.42
BVCE: 2706.05
EVCS: 16+10.42
EVCE: 2707.30
STA = 17+95.28 - HIGH POINT
BW ELEV = 2711.02
ELEV = 2704.73STA = 10+00.00 - E. LAKE HAZEL ROADSTA = 10+17.90 - GRADE BREAKELEV = 2704.34STA = 10+37.00 - GRADE BREAKFW ELEV = 2704.28STA = 10+49.00 - GRADE BREAKBW ELEV = 2704.40STA = 10+75.57 - GRADE BREAKELEV = 2704.31
ELEV = 2711.01
STA = 18+16.78 - E. DITMARS DR.
STA = 17+38.06
ELEV = 2709.87
(END ASPHALT TURN AROUND,
BEGIN GRAVEL ACCESS RD.)
STA = 10+99.32 - LOW POINTELEV = 2704.00
EXISTING GROUNDAT CENTERLINEFINISHED GRADEAT CENTERLINE4" PIRR (8" SLEEVE)PC: 10+75.57PT: 10+99.32 6" PIRR (12" SLEEVE)E. DITMARS DR. PROFILE27052710271527202725270527102715272027259+5010+0011+0012+0013+0014+0015+002707.62
2709.55
2707.48
2709.95
2707.64
2710.19
2709.662710.392709.412710.622709.182710.852707.012711.052707.802706.642706.35
2.00%1.67%0.40%0.45%0.41%PC: 11+51.52PT: 12+57.44PI: 12+88.97
ELEV = 2709.55
STA = 10+00.00 - S. ASTORIA AVE.
STA = 10+12.00 - CL VALLEY GUTTER
ELEV = 2709.22
STA = 10+52.73 - GRADE BREAK
ELEV = 2710.00
ELEV = 2710.73STA = 12+23.38 - PRIVATE ALLEYSTA = 13+36.26 - SUBDIVISION BOUNDARYELEV = 2711.20 - END CONSTRUCTIONMATCH EXIST.4:1 SLOPEFINISHED GRADEAT CENTERLINEEXISTING GROUNDAT CENTERLINESTA = 11+51.52 - GRADE BREAKELEV = 2710.40STA = 12+57.44 - GRADE BREAKELEV = 2710.880.50%FUTURE BRIDGE(APPROXIMATE)FUTURE FINISHED GRADEAT CENTERLINE(APPROXIMATE)ELEV = 2711.01STA = 12+88.97 - FIRE ACCESS ROAD4" PIRR (8" SLEEVE)6" PIRR(12" SLEEVE)D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.204 (STREET PROFILES).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.205SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824C.205STREET PROFILES7
GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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X XXXXXX XX XXX X X X XX X X XXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXX
EXIST. SPOIL PILEBOISE RANCH GOLF COURSEGIRRAPN:S1404212550XXXXXXXXXXHW
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EPEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEP27082709271027102706270427052705270827
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2710270927082710271027102710 27112
7
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270927102709 270827052706270427062707 2704270627052707270727052707270427032703270427052706270727092709 2705270927092707 MATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING4:1 SLOPE, TYP.MATCH EXISTING4:1 SLOPE, TYP.MATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 SLOPEMATCH EXISTING4:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEE. LAKE HAZEL ROADS. ASTORIA AVE.
S. ASTORIA PL.E. DITMARS DR.PRIVATE ALLEYDI 2ADI 2BSG 2SEEPAGE BED NO. 2DI 1ADI 1BSDMH 1ES 1AES 1BSTORM DRAIN POND NO. 1(SEE SHEET C.701FOR DETAILS)SEEPAGE BED NO. 2(SEE SHEET C.702FOR DETAILS)2703270327042707270627052705270727072708270627082707
2709
2709
271027102711271027092707270627052704270427042705MATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING4:1 SLOPEMATCH EXISTING4:1 MAX. SLOPESDMH 2D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.300 (GRADING PLAN).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.300SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.300GRADING PLAN8 SCALE: 1" = 1GRADING PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONSMATCH LINE - SEE SHEET C.301MATCH LINE - SEE SHEET C.301GRADING CONSTRUCTION NOTES1.PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILLAREAS SHOULD BE STRIPPED OF ALL DEBRIS, VEGETATION, AND UNDOCUMENTED FILL.2.FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FORGENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS ORAPPROVED BORROW SOURCES. GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW, GP,GC, GM, SW, SP, SC, SM, ML, CL (OR COMBINATIONS OF THESE SUCH AS SP-SM) MATERIALS. IN ADDITION,THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALLBE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS.3.MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCHAS STRIPPING OR ROOTS). TRASH, DEBRIS, STONES LARGER THAN 4 INCHES, OR THAT CLASSIFY BY ASTMD2487 AS CH, MH, PT, OL, AND ARE NOT SUITABLE FOR GENERAL FILL.4.AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THEEXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES,MOISTURE-CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY IN ACCORDANCE WITH ASTM D698.5.AFTER SITE PREPARATION IS COMPLETED, GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSEHORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINEDBY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BEDOCUMENTED FOR DENSITY.6.ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BERE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PERISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
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EPEP EGEGEGEGEG27102
7
1
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2710270927082710271027102710 27112
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27112707MATCH EXISTING3:1 SLOPEMATCH EXISTING4:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPES. ASTORIA PL.E. DITMARS DR.PRIVATE ALLEYDI 2ADI 2BSG 2SEEPAGE BED NO. 2PRIVATE STORM DRAINPOND NO. 3(SEE SHEET C.703FOR DETAILS)DI
3SDMH
3
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3A
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3
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2712
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27102710271127102709MATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING4:1 SLOPEMATCH EXISTING4:1 MAX. SLOPESDMH 2D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.300 (GRADING PLAN).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.301SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.301GRADING PLAN9 MATCH LINE - SEE SHEET C.300MATCH LINE - SEE SHEET C.300SCALE: 1" = 1GRADING PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONSGRADING CONSTRUCTION NOTES1.PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILLAREAS SHOULD BE STRIPPED OF ALL DEBRIS, VEGETATION, AND UNDOCUMENTED FILL.2.FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FORGENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS ORAPPROVED BORROW SOURCES. GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW, GP,GC, GM, SW, SP, SC, SM, ML, CL (OR COMBINATIONS OF THESE SUCH AS SP-SM) MATERIALS. IN ADDITION,THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALLBE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS.3.MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCHAS STRIPPING OR ROOTS). TRASH, DEBRIS, STONES LARGER THAN 4 INCHES, OR THAT CLASSIFY BY ASTMD2487 AS CH, MH, PT, OL, AND ARE NOT SUITABLE FOR GENERAL FILL.4.AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THEEXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES,MOISTURE-CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY IN ACCORDANCE WITH ASTM D698.5.AFTER SITE PREPARATION IS COMPLETED, GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSEHORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINEDBY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BEDOCUMENTED FOR DENSITY.6.ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BERE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PERISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
GIRRGIRRRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXX X X X X X XXX
XXXXXXXXXXXXXXXXXXXHW HW HWHWHW EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRROHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSTOETOE
TOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBWWWWGASGASGASGASGASGASGAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSSSSSSSSSSWWWWW1BLOCK 21BLOCK 1234EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE
P
EGEGEGEPEGEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEPEGEPEPEPEGEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPEPSCEGEGEGEGEGEGEGEGEGEPEPEPEPEP101112131415161718SSMH 2SSMH 1EXISTING SSMH90.7°179.5°93.3°11.00'
10.00'
VARIES 11.00'10.50'VARIESSI = 2696.65 AT R/WSL = 80.0' TO CAP(6" PVC @ 1% MIN.)SC = 15+14E. LAKE HAZEL ROADS. ASTORIA AVE.!!!!8-INCH SEWER MAIN PROFILE - E. LAKE HAZEL ROAD26902695270027052710269026952700270527109+5010+0011+0012+0013+0014+0015+0016+0017+0017+50EXISTING SSMHSTA = 10+00.00RIM = 2704.438" INV IN = 2688.44 (E)EXIST. 12" INV OUT = 2688.11 (N)360.00 LF 8" PVC @ 1.70%SSMH 1(48" DIA. MANHOLE)STA = 13+64.00RIM = 2706.218" INV IN = 2694.65 (E)8" INV OUT = 2694.55 (W)361.00 LF 8" PVC @ 0.40%SSMH 2(48" DIA. MANHOLE)STA = 17+29.00RIM = 2706.508" INV IN = 2696.20 (S)8" INV OUT = 2696.10 (W)8" WEXISTING GROUND ATPIPE CENTERLINEFINISHED GRADE ATPIPE CENTERLINED:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.400 (SEWER PLAN AND PROFILES).DWG Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.400SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.400SEWER PLAN AND PROFILE10 SEE SHEET C.401HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824SCALE: 1" = 1SEWER PLAN AND PROFILE40' - 0" HORIZONTAL AND VERTICAL 1" = 4' - 0"NORTHCIVIL INNOVATIONSSEWER NOTESPOTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATERNOTES NO. 2 AND 3 ON SHEET C.100.!
RW RW RW RW RW RW RW XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X
HWHWHWHWHWHWHWEP EP EP EP EP EPEPEPEPEPEP EP XGIRRGIRRGIRRGIRRGIRRGIRROHPOHPOHPOHPOHPOHPOHPTOETOETOETOETOETOETOETOETOETOEGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGASGASGASGASGASGASGASGASUGTUGTUGTUGTUGTUGTUGTUGT
F
EMA
:
ZON
E
X
F
EMA
:
ZON
E
A
SC SC SC SC
PIRR
PIRR SSSSSSSSSSSSSSSSSSSSSSSSWWWWSSSSSSSSSS
P
IRR
P
IRR
P
IRR
PIRR PIRR PIRR PIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR PIRR
W W
SSSS
S
S
SSS
S
SS SSSSSSSSSSSSSSSSSSWWWWW WWWWWSSSSSSSSSSSSSSSSSSSSWWWWWWWSS SS SS SS SS 1BLOCK 123456789101112131415161718192021222324252627282930313233BLOCK 1BLOCK 13536BLOCK 1373839484950515254BLOCK 147533BLOCK 2PIRR
P
IRR
P
IRR
P
IRR
EP EP EP EPEPEPEPEP EPEGEGEGEPEGEPEPEPEGEGEGEPEPEPEPEPEP EP EP1
4
1
516 1718192021222324252627SSMH 6SSMH 5SSMH 9SSMH 4SSMH 3SI = 2699.65 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 21+72
SI = 2699.52 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 21+40
SI = 2699.39 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 21+08SI = 2699.26 AT R/WSL = 39.5' TO CAP(4" PVC @ 2%)SC = 20+76SI = 2699.14 AT R/WSL = 39.5' TO CAP(4" PVC @ 2%)SC = 20+44SI = 2699.01 AT R/WSL = 39.5' TO CAP(4" PVC @ 2%)SC = 20+12SI = 2698.77 AT R/WSL = 39.8' TO CAP(4" PVC @ 2%)SC = 19+73SI = 2701.1 AT R/WSL = 38.1' TO CAP(4" PVC @ 2%)SC = 19+51SI = 2698.47 AT R/WSL = 36.6' TO CAP(4" PVC @ 2%)SC = 19+19SI = 2698.36 AT R/WSL = 38.2' TO CAP(4" PVC @ 2%)SC = 18+87SI = 2698.26 AT R/WSL = 40.0' TO CAP(4" PVC @ 2%)SC = 18+55SI = 2698.16 AT R/WSL = 41.9' TO CAP(4" PVC @ 2%)SC = 18+23
SI = 2699.78 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 22+04
SI = 2699.91 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 22+36
SI = 2700.04 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 22+68
SI = 2700.16 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 23+00
SI = 2700.29 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 23+32
SI = 2700.42 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 23+65
SI = 2700.84 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 23+96
SI = 2701.21 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 24+28
SI = 2701.60 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 24+60
SI = 2701.86 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 24+81
SI = 2702.39 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 25+24
SI = 2702.78 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 25+56
SI = 2703.17 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 25+88
SI = 2703.57 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 26+20
SI = 2703.86 AT R/W
SL = 39.5' TO CAP
(4" PVC @ 2%)
SC = 26+45
SI = 2698.64 AT R/WSL = 38.2' TO CAP(4" PVC @ 2%)SC = 19+51
SI = 2703.52 AT R/W
SL = 40.0' TO CAP
(4" PVC @ 2%)
SC = 26+65
SI = 2704.80 AT R/W
SL = 68.9' TO CAP
(4" PVC @ 2%)
SC = 26+78
SI = 2705.26 AT R/W
SI = 2706.70 AT CAP
SL = 135.53' TO CAP
SC = 27+01SSMH 293.3°176.1°89.4°90.6°1011109.8°135.0°E. LAKE HAZEL ROADS. ASTORIA AVE.E. DITMARS DR.PRIVA
T
E
A
L
L
E
Y10.00'11.00'10.50'VARIES 12.06'4.00'10.50'6.00'
10.50'
6.00'
2
3
.
3
8
'10.50'VARIES6.00'12.18'12.46'6.00'
6.00'7' MIN. TYP.!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!INSTALL PRIVATESEWER CLEAN-OUTRIM = 2712.02 (MATCH FS)4" INV THRU = 2707.53INSTALL PRIVATE SEWER CLEAN-OUTSTA 27+00.96, 69.53'LRIM = 2711.57(MATCH FS)4" INV THRU = 2705.38INSTALL PRIVATE SEWER CLEAN-OUTSTA 27+05.96, 70.29'LRIM = 2711.59 (MATCH FS)4" INV THRU = 2705.45INSTALL PRIVATE SEWER CLEAN-OUTSTA 27+10.96, 71.05'LRIM = 2711.61 (MATCH FS)4" INV THRU = 2705.5371.05 LF 4" PVC @ 2.01%6'
3'
3'
8'
20.00 LF 4" PVC @ 2.00%
19.00 LF 4" PVC @ 2.00%
16.00 LF 4" PVC @ 2.00%
91.00 LF 4" PVC @ 2.00%!!!!!!100.00 LF 4" PVC @ 2.00%50.00 LF 4" PVC @ 2.00%INSTALL PRIVATESEWER CLEAN-OUTRIM = 2712.03 (MATCH FS)4" INV THRU = 2707.2770.29 LF 4" PVC @ 2.01%69.53 LF 4" PVC @ 2.01%SI = 2705.33 AT R/W
SI = 2707.65 AT CAP
SL = 180.29' TO CAP
SC = 27+06
SI = 2705.40 AT R/W
SI = 2707.93 AT CAP
SL = 191.05' TO CAP
SC = 27+1133.75°90°90°SI = 2705.18 AT R/W
SL = 87.2' TO CAP
(4" PVC @ 2%)
SC = 26+96
INSTALL PRIVATESEWER CLEAN-OUTRIM = 2711.91 (MATCH FS)4" INV THRU = 2706.38S. ASTORIA PL.8-INCH SEWER MAIN PROFILE - S. ASTORIA AVE. AND S. ASTORIA PL.269527002705271027152695270027052710271517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+00SSMH 2(48" DIA. MANHOLE)STA = 17+29.00RIM = 2706.508" INV IN = 2696.20 (S)8" INV OUT = 2696.10 (W)271.97 LF 8" PVC @ 0.40%SSMH 3(48" DIA. MANHOLE)STA = 20+04.97RIM = 2708.048" INV IN = 2697.39 (S)8" INV OUT = 2697.29 (N)363.36 LF 8" PVC @ 0.40%SSMH 4(48" DIA. MANHOLE)STA = 23+72.33 (N/S)STA = 10+00.00 (W)RIM = 2709.498" INV IN = 2698.95 (S)8" INV IN = 2698.95 (W)8" INV OUT = 2698.85 (N)288.33 LF 8" PVC @ 1.23%SSMH 5(48" DIA. MANHOLE)STA = 26+64.66RIM = 2711.268" INV IN = 2702.59 (SW)4" INV IN = 2702.93 (SE)8" INV OUT = 2702.49 (N)49.80 LF 8" PVC @ 1.12%SSMH 6(48" DIA. MANHOLE)STA = 27+18.46RIM = 2711.828" INV OUT = 2703.15 (NE)12" SD (C-900)8" WFINISHED GRADE ATPIPE CENTERLINEEXISTING GROUND ATPIPE CENTERLINE12" SD (C-900)6" PIRR (12" SLEEVE)D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.400 (SEWER PLAN AND PROFILES).DWG Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.401SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.401SEWER PLAN AND PROFILE11 SEE SHEET C.402SEE SHEET C.400HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824SCALE: 1" = 1SEWER PLAN AND PROFILE40' - 0" HORIZONTAL AND VERTICAL 1" = 4' - 0"NORTHCIVIL INNOVATIONSSEWER NOTESPOTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATERNOTES NO. 2 AND 3 ON SHEET C.100.!
XSS SS SS SSPIRRWWWSSSSSSSSSSWWSSSSSSSSWSSSSSSSSSSSSBLOCK 1444546484950515254BLOCK 1473BLOCK 2PIRRPIRREPEP1213232425SSMH 7SSMH 8101112SSMH 489.4°90.6°146.0°90.0°E. DITMARS DR.S. ASTORIA PL.10.50'VARIES12.46'12.18'6.00'11.50'!!!!!!!!!!!!!!!!!!!!S. ASTORIA AVE.8-INCH SEWER MAIN PROFILE - E. DITMARS DR.2695270027052710271527202695270027052710271527209+5010+0011+0012+0012+50190.39 LF 8" PVC @ 0.40%SSMH 7(48" DIA. MANHOLE)STA = 11+94.39RIM = 2710.608" INV IN = 2699.82 (SW)8" INV OUT = 2699.72 (E)16.90 LF 8" PVC @ 0.41%SSMH 8(48" DIA. MANHOLE)STA = 12+15.29RIM = 2710.598" INV IN = 2699.99 (SE)8" INV OUT = 2699.89 (NE)SSMH 4(48" DIA. MANHOLE)STA = 10+00.00 (W)STA = 23+72.33 (N/S)RIM = 2709.498" INV IN = 2698.95 (S)8" INV IN = 2698.95 (W)8" INV OUT = 2698.85 (N)EXISTING GROUND ATPIPE CENTERLINEFINISHED GRADE ATPIPE CENTERLINE4" PIRR (8" SLEEVE)8-INCH SEWER MAIN PROFILE - PRIVATE ALLEY26952700270527102715272026952700270527102715272011+5012+0013+0014+0015+0015+50SSMH 8STA = 12+15.29RIM = 2710.598" INV IN = 2699.99 (SE)8" INV OUT = 2699.89 (NE)292.89 LF 8" PVC @ 0.60%SSMH 9STA = 15+12.18RIM = 2710.428" INV OUT = 2701.75 (NW)FINISHED GRADE ATPIPE CENTERLINEEXISTING GROUND ATPIPE CENTERLINEXXXXXXXXXXXXXXXXXXXHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW100' WIDE
PRESCRIPTIVE
EASEMENT
PIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRR
PIRRPIRRPIRRW
W
WW
SSSSSSSSSSSSSSSSSSW WWWSS SSSSSSSSSSSSSS
SS
SS
SS
PIRR
PIRRPIRRPIRRPIRRPIRREPEP
EP
EP
EP1213141525262711
12
E.
D
I
T
M
A
R
S
D
R
.S. ASTORIA PL.PRIVATE ALLEYSSMH 6SSMH 5SSMH 7SSMH 8SSMH 9109.8°135.0°146.0°90.0°SI = 2701.69 AT P/L
SL = 20.0' TO CAP
(4" PVC @ 2%, TYP.)
SC = 12+99
SI = 2701.84 AT P/L
SL = 20.0' TO CAP
SC = 13+25
SI = 2701.99 AT P/L
SL = 20.0' TO CAP
SC = 13+50
SI = 2702.13 AT P/L
SL = 20.0' TO CAP
SC = 13+73
SI = 2702.31 AT P/L
SL = 20.0' TO CAP
(4" PVC @ 2%, TYP.)
SC = 14+03
SI = 2701.40 AT P/L
SL = 25.0' TO CAP
(4" PVC @ 2%, TYP.)
SC = 12+51
SI = 2701.58 AT P/L
SL = 25.0' TO CAP
SC = 12+82
SI = 2701.72 AT P/L
SL = 25.0' TO CAP
SC = 13+05
SI = 2701.88 AT P/L
SL = 20.0' TO CAP
SC = 13+31
SI = 2702.04 AT P/L
SL = 20.0' TO CAP
(4" PVC @ 2%, TYP.)
SC = 13+58
SI = 2702.26 AT P/L
SL = 20.0' TO CAP
(4" PVC @ 2%, TYP.)
SC = 13+95
SI = 2702.44 AT P/L
SL = 20.0' TO CAP
SC = 14+25
SI = 2702.58 AT P/L
SL = 20.0' TO CAP
SC = 14+48
SI = 2702.72 AT P/L
SL = 20.0' TO CAP
SC = 14+71
SI = 2702.92 AT P/L
SL = 25.0' TO CAP
(4" PVC @ 2%, TYP.)
SC = 15+05 11.50'10'
10'!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!272837BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2295.00'D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.400 (SEWER PLAN AND PROFILES).DWG Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.402SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.402SEWER PLAN AND PROFILES12 HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824SCALE: 1" = 1SEWER PLAN AND PROFILE40' - 0" HORIZONTAL AND VERTICAL 1" = 4' - 0"NORTHCIVIL INNOVATIONSSEE SHEET C.401SEE SHEET C.401SEE THIS SHEETSEE SHEET C.401SEE THIS SHEETHORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824SCALE: 1" = 2SEWER PLAN AND PROFILE40' - 0" HORIZONTAL AND VERTICAL 1" = 4' - 0"NORTHCIVIL INNOVATIONSSEWER NOTESPOTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATERNOTES NO. 2 AND 3 ON SHEET C.100.!SEWER NOTESPOTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATERNOTES NO. 2 AND 3 ON SHEET C.100.!
GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X XX
X
X
X
X XXX
X XXXXXX XX XXX X X X XX X X XXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXX
EXIST. SPOIL PILEBOISE RANCH GOLF COURSEGIRRAPN:S1404212550XXXXXXXXXXHW
HW
HW
HW
HW
HW
HW
HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW
HWHWHWHWHWEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRROHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSTOETOETOE
TOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOB
TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTFEMA:ZONE XFEMA:ZONE AEXIST. EARTHEN BERMEXIST. EARTHEN BERMSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWW W
SS SS SS SS SS
WWWWWWWSSSSSSSSSSSS WW2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2P
IRR
PIRRPIRRPIRREPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPE
P
EGEGEGEPEGEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEPEGEPEPEPEGEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPEPSCEPEPE
P
EPEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPE. LAKE HAZEL ROADS. ASTORIA AVE.E. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEYFIRE ACCESS ROAD!P!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!11.00'VARIES
11.00'
10.00'495 LF 12" PVC225 LF 12" PVCT12R1V8K101 LF 8" PVC14.71'BK!TYPICAL TRENCH PER ISPWC SD-301,STREET CUTS AND SURFACE REPAIRPER ACHD SD-303.EXISTING 12" WL5 LF 12" PVCT12R1V8KV12BFSL20' LF10.50'VARIES10.50'160 LF 8" PVCKHKT6V6S3E11KS2S2S2S2S2S2S2S2S2S2S2E11K12.06'10.50'6.00'10.50'6.00'43 LF 8" PVC142 LF 8" PVCKT6V6
HK13 LF 6" PVC13 LF 6" PVCE45KKE45T8V8V8V8KE45KKE45KE45194 LF 8" PVC123 LF 8" PVC
6 LF 8" PVC
33 LF 8" PVC26 LF 8" PVC6 LF 8" PVC
S2KT6V6HK117 LF 8" PVC9
5
L
F
8
"
P
VC
6 LF 8" PVC
23 LF 8" PVC KE11KE11KE1113 LF 6" PVC
KT6V6HK38 LF 8" PVCBK
10.50'6.00'6.00'6.00'6.00'
12.18'10.50'S1S2S2S2S2S2S271 LF 8" PVC!S1!!!!11.50'3 LF 8" PVC
39 LF 8" PVC
KE45KE4525 LF 8" PVC6 LF 8" PVC25' MIN. TYP.D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.500 (WATER PLAN).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.500SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.500WATER PLAN13 SCALE: 1" = 1WATER PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONSMATCH LINE - SEE SHEET C.501MATCH LINE - SEE SHEET C.5012CONSTRUCTION KEY NOTESWATER PLANV6Valve, 6" GateT8Tee, 8" x 8" x 8"S13/4" Single Water Service Per City Of MeridianStandard Drawing No. W1 & W2S23/4" Double Water Service Per City Of MeridianStandard Drawing No. W1 & W3HFire Hydrant Assembly Complete Per City of Meridian StandardDrawing No. W8 (Also See City of Meridian StandardDrawing No. W9 for Water Service/Fire Hydrant Location)KP.C.C. Thrust Block (As Required Even If Not Shown)E11Elbow, 8", 11 1/4°E90Elbow, 8", 90°T6Tee, 8" x 8" x 6"E22Elbow, 8", 22 1/2°E45Elbow, 8", 45°PPoint of Connection. After Testing And Approval, Connectto Existing Water MainV8Valve, 8" GateSLWater Main Sleeve (12" PVC Schedule 80) per Cityof Meridian Standard Drawing Nos. SW1 and SW2.See Water Note No. 2 On Sheet C.100.BTemporary 2" Blow-Off Assembly Per City Of MeridianStandard Drawing No. W13R2Reducer, 8" x 6"T12Tee, 12" TeeWATER LINE NOTES POTABLE/NON-POTABLE CROSSING. SEE WATER NOTES NO. 2 AND 3 ON SHEET C.100NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OFCOVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER.!V12Valve, 12" GateX8Cross, 8"S32" Water Service (For Pressure Irrigation) Per ISPWCSD-402 With DEQ And City Of Meridian ApprovedReduced Pressure Backflow Assembly (RPBA)R1Reducer, 12" x 8"BFBlind Flange, 12"
HGHGHGHGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X XX
X
X
X
X
X XXXXX XX
X
X XXX XX XX XX
X
X
X
X
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X HWHW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1
0
0
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W
ID
E
PR
E
SCR
I
P
T
I
V
E
EA
S
EM
EN
T
FEMA:ZONE XFEMA:ZONE APIRR
P
IRR
SS SS SS PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRWWWWSSSSSSSSSSSSSSSSSSWW W W W W
S
S
SS SS SS SS SS SS SS SS SS
WSSSSSSSSSSSS
16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2P
IRR
PIRRPIRRPIRRPIRRPIRREPEPE
P
EPEP EGEGEGEGEGE. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEY!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!S2S2S2S210.50'6.00'E45KKE45T8V8V8V8KE45KKE45KE45123 LF 8" PVC
6 LF 8" PVC
33 LF 8" PVC26 LF 8" PVC6 LF 8" PVC
S2KT6V6HK13 LF 6" PVC117 LF 8" PVC9
5
L
F
8
"
P
VC
6 LF 8" PVC
23 LF 8" PVC KE11KE11KE1113 LF 6" PVC
KT6V6HK38 LF 8" PVCBK
10.50'6.00'6.00'6.00'6.00'
12.18'
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KE45KE4525 LF 8" PVC6 LF 8" PVC25' MIN. TYP.D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.500 (WATER PLAN).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.501SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.501WATER PLAN14 MATCH LINE - SEE SHEET C.500MATCH LINE - SEE SHEET C.500SCALE: 1" = 1WATER PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONSWATER LINE NOTES POTABLE/NON-POTABLE CROSSING. SEE WATER NOTES NO. 2 AND 3 ON SHEET C.100NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OFCOVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER.!2CONSTRUCTION KEY NOTESWATER PLANV6Valve, 6" GateT8Tee, 8" x 8" x 8"S13/4" Single Water Service Per City Of MeridianStandard Drawing No. W1 & W2S23/4" Double Water Service Per City Of MeridianStandard Drawing No. W1 & W3HFire Hydrant Assembly Complete Per City of Meridian StandardDrawing No. W8 (Also See City of Meridian StandardDrawing No. W9 for Water Service/Fire Hydrant Location)KP.C.C. Thrust Block (As Required Even If Not Shown)E11Elbow, 8", 11 1/4°E90Elbow, 8", 90°T6Tee, 8" x 8" x 6"E22Elbow, 8", 22 1/2°E45Elbow, 8", 45°PPoint of Connection. After Testing And Approval, Connectto Existing Water MainV8Valve, 8" GateSLWater Main Sleeve (12" PVC Schedule 80) per Cityof Meridian Standard Drawing Nos. SW1 and SW2.See Water Note No. 2 On Sheet C.100.BTemporary 2" Blow-Off Assembly Per City Of MeridianStandard Drawing No. W13R2Reducer, 8" x 6"T12Tee, 12" TeeV12Valve, 12" GateX8Cross, 8"S32" Water Service (For Pressure Irrigation) Per ISPWCSD-402 With DEQ And City Of Meridian ApprovedReduced Pressure Backflow Assembly (RPBA)R1Reducer, 12" x 8"BFBlind Flange, 12"
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'SL147 LFS1N2D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.600 (IRRIGATION PLAN).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.600SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.600IRRIGATION PLAN15MATCH LINE - SEE SHEET C.601MATCH LINE - SEE SHEET C.601SCALE: 1" = 1IRRIGATION PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONS2CONSTRUCTION KEY NOTESPRESSURE IRRIGATION PLANSL4Pressure Irrigation Sleeve, 8" PVC, C-900V4Valve, 4" GateE1Elbow, 4", 11 1/4°N1Deflect Pipe Per Manufacturers SpecificationsKP.C.C. Thurst Block (As Required Even If Not Shown)V6Valve, 6" GateE5Elbow, 6", 11 1/4°E6Elbow, 6", 22-1/2°SL6Pressure Irrigation Sleeve, 12" PVC, C-900C6Plug Or Cap, 6"S13/4" Pressure Irrigation Service Per NMID StandardDetail - Type "A" RiserE8Elbow, 6", 90°E7Elbow, 6", 45°R1Reducer, 6" x 4"T6Tee, 6"E4Elbow, 4", 90°E2Elbow, 4", 22 1/2°T4Tee, 4"E3Elbow, 4", 45°C4Plug Or Cap, 4"SL1Pressure Irrigation Sleeve, 2" PVC, C-900N2After Testing And Approval Of RPBA, Connect To City Water Service
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'SL147 LFS1D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.600 (IRRIGATION PLAN).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.601SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.601IRRIGATION PLAN16 MATCH LINE - SEE SHEET C.600MATCH LINE - SEE SHEET C.600SCALE: 1" = 1IRRIGATION PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONS2CONSTRUCTION KEY NOTESPRESSURE IRRIGATION PLANSL4Pressure Irrigation Sleeve, 8" PVC, C-900V4Valve, 4" GateE1Elbow, 4", 11 1/4°N1Deflect Pipe Per Manufacturers SpecificationsKP.C.C. Thurst Block (As Required Even If Not Shown)V6Valve, 6" GateE5Elbow, 6", 11 1/4°E6Elbow, 6", 22-1/2°SL6Pressure Irrigation Sleeve, 12" PVC, C-900C6Plug Or Cap, 6"S13/4" Pressure Irrigation Service Per NMID StandardDetail - Type "A" RiserE8Elbow, 6", 90°E7Elbow, 6", 45°R1Reducer, 6" x 4"T6Tee, 6"E4Elbow, 4", 90°E2Elbow, 4", 22 1/2°T4Tee, 4"E3Elbow, 4", 45°C4Plug Or Cap, 4"SL1Pressure Irrigation Sleeve, 2" PVC, C-900N2After Testing And Approval Of RPBA, Connect To City Water Service
VARIESC.70017STREET DETAILS 1TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTIONNOT TO SCALE - S. ASTORIA PL. AND E. DITMARS DR.C4" OF 3/4" MINUS CRUSHED GRAVEL BASE14" OF 6" MINUS PIT RUNCOMPACTED STABLE SUBGRADECL14.5'5'SIDEWALK2'1.75%2%2-1/2" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 58-28)NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO TOLERANCES WILL BE ALLOWEDROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-702EXTEND ROAD BASE MATERIALS6" PAST CURB AND GUTTER (TYP.)5" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DWG. SD-7094" OF 3/4" MINUS CRUSHED GRAVEL33'14.5'5'SIDEWALK2'1.75%2%RIGHT OF WAY3:1 MAX.3:1 MAX.RIGHT OF WAY3:1 MAX.3:1 MAX.47'F
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N6VERTICAL TO ROLLED CURB TRANSITION SECTIONNOT TO SCALE - ISPWC STANDARD DRAWING SD-707, MODIFIEDD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.700 (STREET DETAILS).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.700SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-7022'1' MIN. LANDING, TYP.2'2TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTIONNOT TO SCALE - S. ASTORIA AVE.C4" OF 3/4" MINUS CRUSHED GRAVEL BASE14" OF 6" MINUS PIT RUNCOMPACTED STABLE SUBGRADECL14.5'5'SIDEWALK2'1.75%2%2-1/2" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 58-28)NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO TOLERANCES WILL BE ALLOWEDROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-702EXTEND ROAD BASE MATERIALS6" PAST CURB AND GUTTER (TYP.)5" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DWG. SD-7094" OF 3/4" MINUS CRUSHED GRAVEL33'14.5'5'SIDEWALK2'1.75%2%RIGHT OF WAY3:1 MAX.3:1 MAX.RIGHT OF WAY3:1 MAX.3:1 MAX.47'2'1' MIN. LANDING, TYP.2'VERTICAL CURB AND GUTTER PER ACHDSUPPLEMENTAL DETAIL SD-701(SEE PLAN SHEETS FOR LOCATIONS)3.0'VARIES4" OF 3/4" MINUS CRUSHED GRAVEL25" OF 6" MINUS PIT RUNCLCOMPACTED STABLE SUBGRADE50.00'2' MIN.RIGHT OF WAY
ASPHALT12'1% MIN - 4% MAX.4E. LAKE HAZEL ROAD STREET WIDENING WITH TYPICAL BORROW DITCH SECTIONNOT TO SCALENOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO CROSS SLOPE ALLOWED ON LANDINGS3.NO TOLERANCES WILL BE ALLOWEDOR MATCH EXISTING,WHICHEVER IS GREATERSAWCUT LINE - REFERENCE ISPWC SD-301 ANDACHD SUPPLEMENTAL DWG. SD-303 AND SD-80612' WIDE ASPHALT PATHWAYSEE DETAIL ON THIS SHEETGRAVELSHOULDER7'2' TYP3' DEPTH OF ASTMC-33 FILTER SANDWIDTH VARIES - SEE PLAN5" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 64-284:1 MAX
.
1.75'6" OF 3/4" MINUS CRUSHED GRAVEL2%3:1 MAX.1' MIN.LANDINGINSTALL BORROW DITCH WITH CONTINUOUSSAND TRENCH PER ACHD STORMWATERDESIGN GUIDELINES STD. DWG. DETAIL 05NOTE:1.DESIGN INFILTRATION RATE IS 1.5"/HR.2.SOILS AND GROUNDWATER INFORMATION PROVIDED BYMATERIALS TESTING AND INSPECTION, INC. (MTI) DATEDJULY 24, 2020. LATEST GROUNDWATER MONITORINGREPORT DATED SEPT. 16, 2020.20'-0"2%2'-0"2'-0"EXTEND ROAD BASE MATERIALS6" PAST CURB AND GUTTER (TYP.)ROLLED CURB AND GUTTER PERACHD SUPPLEMENTALDWG. SD-702PROPERTY LINE8" THICK RIBBON CURB PERACHD SUPPLEMENTALDWG SD-7033:1 MAX.3:1 MAX.16'-0"3:1 MAX.3:1 MAX.PROPERTY LINE2-1/2" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 58-28)4" OF 3/4" MINUS CRUSHED GRAVEL14" OF 6" MINUS PIT RUNCOMPACTED STABLE SUBGRADE3PRIVATE ALLEY / DRIVEWAY TYPICAL STREET SECTIONNOT TO SCALEPROPERTY LINE
1' MIN.LANDING2.0%1.00%3:1 MAX.3:1 MAX.35.00'2'20'-0" GRAVEL ACCESS ROAD10" OF 3/4" MINUS CRUSHED GRAVELOVER COMPACTED SUBGRADE4:1 MAX.4:1
MAX
.2%4:1
MAX
.4:1 MAX.2%10'10'7GRAVEL ACCESS ROAD SECTIONNOT TO SCALECLNOTE:SAWCUT LINE OFFSET FROM CENTERLINESTA 10+77.16 TO STA 10+98.71 - 14.40' LTSTA 10+98.71 TO STA 18+97.73 - 0.00' LTSTA 18+97.73 TO STA 19+43.00 - 15.00' LTPATH1'VARIESSEE PLAN SHEET FOR WIDTHS AND LOCATIONS8ASPHALT TURN-AROUND SECTIONNOT TO SCALE4" OF 3/4" MINUS CRUSHED GRAVEL BASE14" OF 6" MINUS PIT RUNCOMPACTED STABLE SUBGRADE2-1/2" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 58-28)5ASPHALT PATHWAY DETAILNOT TO SCALENOTE:1.PATHWAY CROSS SLOPESSHALL NOT EXCEED 2.0%.2.NO CROSS SLOPEALLOWED ON LANDINGS.RIGHT OF WAY
12'-0" PATHWAY3:1 MAX.1' LANDING2.0%1.00%1' LANDING4" OF 3/4" MINUS CRUSHED GRAVEL BASE10" OF 6" MINUS PIT RUNCOMPACTED STABLE SUBGRADE2-1/2" OF ASPHALTIC PAVEMENTSAND TRENCH WIDTHSSTA 10+22.17 TO STA 10+98.69 (76.5 LF) - 2.50' WIDESTA 11+91.69 TO STA 17+86.89 (595.2 LF) - 2.00' WIDESTA 18+66.89 TO STA 18+92.89 (26.0 LF) - 2.00' WIDE
SDSDSDSDSDSDSDSDSD XXXXXXXXXXXXXXXXXXXXXXXXX2705.52706.02706.52705.02703.52704.02704.52705.52706.02706.52707.0 2705.02703.52704.02704.52705.52706.02706.52707.011+85.502707.45 RC/PC/GB11+84.002707.44 RCACHD STORM DRAINEASEMENT3:111+0012+00DI 1ADI 1BES 1AES 1B11+85.502707.66 VC/PC/GB11+84.002707.65 VC6.58°12+07.71, 60.99' R2707.92 FG/GB11+94.87, 52.17' R2706.50 TOB/GB2.0%2.0%0.0%0.0%11+04.00, 52.00' R2706.50 TOB/GB11+04.00, 60.00' R2706.66 FG/GB27.1%27.0%12.5%11.2%12+04.20, 45.17' R2706.50 TOB/GB11+98.26, 23.50' R2707.87 FG/GB11+98.26, 29.30' R2706.50 TOB/GB11+85.50, 23.50' R2707.79 FG/GB11+85.50, 29.00' R2706.50 TOB/GB23.6%23.4%14.1%8.1%4.4%6.6%6.6%5.3%10+85.00, 46.50' R2707.16 FG/GB2.1%2.0%10+85.00, 23.50' R2707.16 FG/GB10+85.00, 60.00' R2707.16 FG10+85.00, 52.00' R2707.16 FG10+95.00, 43.00' R2706.50 TOB/GB10+95.00, 38.00' R2706.50 TOB/GB11+04.00, 23.50' R2707.28 FG/GB11+04.00, 29.00' R2706.50 TOB/GB11+04.00, 43.00' R2703.50 TOE/GB11+04.00, 38.00' R2703.50 TOE/GB11+71.50, 43.00' R2703.50 TOE/GB2.0%3:13:13:13:13:13:13:111+80.50, 52.00' R2706.50 FG/GB11+97.68, 44.78' R2704.00 TOE/GB11+97.97, 36.79' R2704.00 TOE/GBSPILLCHANNELPRIMARYFOREBAY3:13.6%3.6%3:122.25 LF 12" SDR-35OUTLET PIPE @ 1.12%5.00'9.00' TYP.9.00' TYP.8.00'5.50'23.50'S. ASTORIA AVE.11+80.50, 29.00' R2706.50 FG/GB11+80.50, 23.50' R2707.76 FG/GB11+71.50, 38.00' R2703.50 TOE/GB11+92.19, 36.58' R2704.00 TOE/GB11+85.50, 52.00' R2706.50 FG/GB3.5%R=7.5'R=9.0'R=9.0'84.00'9.00'7.50'11+94.66, 60.17' R2706.66 FG/GB3.4%2.6%12+10.38, 23.50' R2707.94 FG/GB7.50'STA 11+71.50, 40.50' R 12" INV OUT = 2703.5067.50'8.00'6.00'6.50'7.50'MATCH EXISTING3:1 MAX., TYP.2706.020.00'B-B-C-A-A-2706.02706.52705.02704.02704.52705.58.00'C-11+92.03, 44.58' R2704.00 TOE/GB10.00'22.9%5' TYP.SEE ORIFICE DETAILON THIS SHEETSTA 11+92.77, 40.60' R12" INV IN = 2703.753:112+14.33, 61.67' R2708.00 FG/GB12+17.84, 23.50' R2707.99 FG/GB12+04.64, 37.19' R2706.50 FG/GBR=7.5'11.1%9.9%1.0%1.0%1.0%1.0%0.2%0.1%12+16.38, 38.31' R2708.00 FG/GB12+09.31, 37.56' R2707.92 FG/GB7.50'0.0%0.0%0.0%0.0%0.0%0.0%32.0%32.0%32.0%32.0%R=2.0'TYP.13.00'2706.0SDMH 12707.02707.02705.52706.02707.52707.02707.55.75' TO INVD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.701 (STORM DRAIN DETAILS).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.701SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.701STORM DRAIN DETAILS18SCALE: 1" = 1STORM DRAIN POND NO. 1 - PLAN VIEW10' - 0" HORIZONTALHORIZONTAL SCALE IN FEET0102051015NORTHCIVIL INNOVATIONS12" SDR-35 OUTLET PIPE @ 1.12% (SEE DETAIL THIS SHEETFOR PIPE LOCATION, LENGTH, AND INVERT ELEVATIONS)8.00'84.00'BOTTOM POND EL. 2703.502DRAINAGE POND SECTION A-ANOT TO SCALE23.00'BOTTOM OF POND EL. 2703.503DRAINAGE POND SECTION B-B (PRIMARY)NOT TO SCALEVARIESBOTTOM OF POND EL. 2704.004DRAINAGE POND SECTION C-C (FOREBAY)NOT TO SCALEFOREBAYPRIMARYNOTES:1.REFER TO LANDSCAPE PLANS PREPARED BY JENSEN-BELTSASSOCIATES DESIGN FOR PLANTING AND TOPSOIL REQUIREMENTS.2.CONTACT ACHD AND THE PROJECT ENGINEER TO WITNESSINFILTRATION TESTING. DESIGN INFILTRATION RATE IS 1.5"/HR.3.REQUIRED STORAGE VOLUMES:POND FOREBAY = 223.7 C.F.PRIMARY POND = 2013.3 C.F.4.SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALSTESTING AND INSPECTION, INC. (MTI) DATED JULY 24, 2020. LATESTGROUNDWATER MONITORING REPORT DATED SEPT. 16, 2020.EL. = 2703.40HIGH GROUND WATER EL.3:1 MAX.3:1 MAX.3:1
MAX
.3:1 MAX.3:1
MAX
.3:1 MAX.3:1
MAX
.12" CLEAN TOPSOILEL. = 2703.40HIGH GROUND WATER EL.EL. = 2703.40HIGH GROUND WATER EL.PRIMARY BOTTOM12" SDR-35 OUTLET PIPE @ 1.12%FOREBAY BOTTOMSLOPE 1% TO INLETFLOWPOND PRIMARYPOND FOREBAYTOP OF BERM12" STAINLESS STEEL PIPE CAP WEDGE PRODUCTPART NO. 6015.S OR APPROVED EQUIVELENT.5FOREBAY/PRIMARY CUT-THROUGH DETAILNOT TO SCALEORIFICE DETAIL12" INV = 2703.752"5"CUT OPENING AS SHOWN IN END CAPSNOT TO SCALESEE DETAIL THIS SHEET12" CLEAN TOPSOILNOTE: PIPE CAP SHALL BE INSTALL PER MANUFACTURER'SRECOMMENDATION AND SECURELY ATTACH CAP TO PIPE.DO NOT GLUE.EXTEND 6" PAST EDGE OF PIPEAND UPWARD TOWARDS PIPE1% SLOPE (MIN.)INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUALTOP OF LINEREL. 2706.40TOP OF LINEREL. 2706.403'3'TOP OF LINEREL. 2706.403'INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUALPLAN VIEWRIP-RAP AREAEND SECTION10'SECTION VIEW10'3:1 MAXCRUSHED ROCK OR ANGULARSTONE RIP RAP d50 = 12"METAL END SECTION. SEE PLANSFOR LOCATIONS AND ELEVATIONSTOP OF PONDBOTTOM OF PONDNOTE: SEE POND DETAIL ON THIS SHEET7RIP-RAP DETAILNOT TO SCALESTAINLESS STEEL THREADED ROD14.5"33"4"4"1/2" DIA. STAINLESS STEEL ROD.LENGTH = PIPE DIA. + 18".1 1/2" FROMEND OF PIPESECTION VIEWPIPE DIAMETER = 12"(2) 1/2" DIA. HOLES FORSTAINLESS STEEL RODS42"
6"
4"PLAN VIEWPROFILE VIEW6END SECTION WITH PROTECTIVE BARS DETAILNOT TO SCALE (OR APPROVED EQUIVALENT)EXISTING GROUNDSEE FOREBAY/PRIMARY CUT-THROUGH DETAIL THIS SHEET20.00'6.00'6.50'7.50'9.00'67.50'7.50'SEE ORIFICE DETAIL ON THIS SHEETTOP OF POND EL. 2706.50TOP OF POND EL. 2706.508.00'VARIES9.00'5.00'9.00'3:1
MAX
.2.0%MATCH EXISTING5.50'RIGHT-OF-WAYTOP OF POND EL. 2706.50TOP OF POND EL. 2706.50TOP OF POND EL. 2706.50EXISTING GROUNDTOP OF POND EL. 2706.508.00'VARIES3:1
MAX
.2.0%MATCH EXISTINGVARIESRIGHT-OF-WAY7.50'8.00'7.50'3:1 MAX.3:1 MAX.TOP OF ARMORED SPILLCHANNEL EL. 2706.0ARMORED SPILL CHANNEL,ANGULAR RIPRAP, 6"-12"NOMINAL SIZE WITHNONWOVEN FABRIC PERISPWC SECT 206 & 2050.MIN. 0.5-FT DEPRESSION,10-FT WIDENOTE:BERM SHALL INCLUDE CLAY MATERIAL TOPREVENT WASHOUT (SEE 2017 ACHDSTORMWATER DESIGN GUIDELINESSTANDARD DRAWING BMP 10 ANDDETAIL 4 OF SECTION 8200).100-YR WSE = 2705.71TOP OF ARMORED SPILLCHANNEL EL. 2706.03:1 MAX.4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10 ANDDETAIL 4 OF SECTION 8200.4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10 ANDDETAIL 4 OF SECTION 8200.100-YR WSE = 2705.71100-YR WSE = 2705.71
SDEPEPEP2710.02710.02709.52707.510+00
16+0010+00
11+0012+00E. DITMARS DR.ACHD STORM DRAINEASEMENTS. ASTORIA AVE.15+65.54, 16.50' R2709.19 VC/LP10+52.732710.13 VC/PT/GBSDMH 2DI 2B2.0%2.0%0.5%2.0%0.5%0.5%
0.5%10+32.00, 10.00' R2709.46 LIP/PT/GB1.2%1.2%1.1%1
.
0%
0.5%1.9%1.7%1.0%10+40.29, 13.80' R2709.99 VC/PRC/GB1.0%15+94.67, 16.50' R2709.34 VC/PC/GB16+07.11, 13.80' R2709.45 VC/PRC/GB16+15.40, 10.00' R2709.11 LIP/PT/GB2.5%10+52.73, 23.50' R2710.26 FG/GB11+51.52, 23.50' R2710.45 FGEXISTING TOE OF SLOPEEXISTING TOP OF SLOPEEXISTING SPOIL PILE1.1%15+94.67, 23.50' R2709.47 FG/GB0.4%
0.4%EXISTING SPOIL PILEEXISTING VERTICAL PIPE (UNKNOWN)10+57.73, 23.50' R2710.07 FG/GB0.8%0.8%0.8%12+35.30, 23.50' R2710.83 FG11+51.52, 89.79' R2709.55 FG12+09.71, 105.13' R2709.55 FG10+36.87, 19.95' R2710.06 FG/GB15+65.54, 23.50' R2709.32 FG/GB15+57.61, 23.50' R2709.35 FG/GBSG 210+33.42, 23.82' R2709.93 FG/GB16+10.27, 20.06' R2709.59 FG/GB16+12.98, 23.48' R2709.69 FG/GB1.6%
1.9%1.0%0.9%0.7%0.6%1.4%1.4%1.4%1.4%MATCH EXIST.3:1 SLOPEMATCH EXIST.3:1 SLOPE2709.50.9%DI 2A10+57.73, 89.79' R2709.55 FG10.00'10.00'10.00'2.00'6.25'196.00'30.50'1.50'22.75'
24.5°MWMW2710.52710.02709.52710.52710.52710.52710.02709.5270
9
.
5 2709.5D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.701 (STORM DRAIN DETAILS).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.702SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.702STORM DRAIN DETAILS19 SCALE: 1" = 1STORM DRAIN SEEPAGE BED NO. 2 - PLAN VIEW20' - 0" HORIZONTALHORIZONTAL SCALE IN FEET02040102030NORTHCIVIL INNOVATIONS45°90°45°3/8" PERFORATIONS IN VALLYS OFCORRUGATED PIPE. 5 EA.18" DIA. CORRUGATED HDPE ORPVC WALL DRAIN PIPE.45°45°3/8" PERFORATIONS IN VALLYS OFCORRUGATED PIPE. 5 EA.12" DIA. CORRUGATED HDPE ORPVC WALL DRAIN PIPE.45°45°45°45°45°45°18" PIPE PERFORATION SCHEDULE12" PIPE PERFORATION SCHEDULE3/4" ANGULARCHIPSSEEPAGE BED TABLE2SEEPAGE BED NO. 2 DETAILNOT TO SCALESEEPAGE BED SECTION VIEW22'-9"1'-6"6'-3"DLCAP ENDNO TREES OR SHRUBS OVER SEEPAGE BEDNATIVE BACKFILL IN 6" LIFTSCOMPACTED TO 95% PROCTOR DENSITY3/4" ANGULAR CHIPSSEEPAGE BED PROFILE VIEWSEEPAGE BED CONSTRUCTION NOTES:1.WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC.A.1 (MIN.)A.2A.5A.4A.5A.45'-0" MIN.18" PERFORATED PIPEINV. = A.4A.2A.3A.4L2'-0"SEEPAGE BED PLAN VIEW18" PERFORATED PIPEINV. = A.412" PERFORATED PIPE (OVER-FLOW)INV. = A.3MANHOLE2'-0"18" NON-PERFORATED PIPEINV. = A.412" NON-PERFORATED PIPEINV. = A.318" NON-PERFORATED PIPEINV. = A.44" OF 3/4" PIPE BEDDINGFROM SAND AND GREASE TRAP(SEE PLANS FOR LOCATIONS)A.6HIGH GROUND WATER EL.MIN. EXCAVATIONA.730 MIL PVC LINERA.7HIGH GROUND WATER EL.A.6MIN. EXCAVATION1% MIN.MONITORING WELL NOTES:1.THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOTBELOW THE BOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK AND50' PAST THE END OF SEEPAGE BED. SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET.EXTEND 1' (MIN.) INTOFREE DRAINING MATERIALSEEPAGE BED DESIGN NOTES:1.SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALS TESTING AND INSPECTION, INC. (MTI) DATED JULY 24,2020. LATEST GROUNDWATER MONITORING REPORT DATED SEPT. 16, 2020.2.CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGNELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED DURING CONSTRUCTION.3.DESIGN INFILTRATION RATE IS 1.5 INCHES PER HOUR.4.DRAINAGE FACILITY MARKERS SHALL BE PER ACHD STORMWATER DESIGN GUIDELINES (8200) DETAIL SD-627.5.GROUNDWATER MONITORING WELLS SHALL BE PER ACHD STORMWATER DESIGN GUIDELINES (8200) DETAIL SD-627.6.REQUIRED STORAGE VOLUME (100-YR):SEEPAGE BED NO. 2: V(100)=6,181 C.F. (BYPASS SIDE OF SAND FILTER) & V(2)=1,674 C.F.INSTALL STORM DRAIN ELECTRONIC MARKERS AT ALL FOURCORNERS. SEE STORM DRAIN MARKER NOTES ON THIS SHEETSTORM DRAIN MARKER NOTES:1.STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS.2.CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF ELECTRONIC MARKERSDURING CONSTRUCTION AND PRIOR TO BACKFILLING.IN FROM DROP INLET(SEE PLANS FOR LOCATION)MONITORING WELL - SEE ACHD SUPPLEMENTALDRAWING NO. SD-627 ON THIS SHEETNON-WOVEN GEOTEXTILETOP AND SIDES OF BED50' MIN.5'SEE MONITORING WELLNOTES ON THIS SHEETSEE MONITORING WELLNOTES ON THIS SHEET2'ASTMC33FILTERSAND1.5' MIN.22'-9"6'-3"1'-6"WA.1SEEPAGEBED NO.A.2A.3A.4A.5LDW(MIN. ELEV)(LENGTH)(WIDTH)(DEPTH)32709.44A.6A.7(12" PIPE)2707.902706.102704.952704.472704.40196'30.5'3.5'2704.343/4" ANGULAR CHIPS2'-0"2'-0"11'-4 1/2"SEEPAGE BED AREASEEPAGE BED AREASEEPAGE BED AREASEEPAGE BED AREAASTM C33 FILTER SAND(TOP ROCK)(18" PIPE)(TOP SLOPE)(BTTM ROCK)NATIVE BACKFILL IN 6" LIFTSCOMPACTED TO 95% PROCTOR DENSITY(HGW)SANDANDGREASETRAPCAP ENDCAP ENDNON-WOVEN GEOTEXTILETOP AND SIDES OF BEDWRAP SAND WINDOWIN WOVEN GEOTEXTILEA.14'-3"5'-0" MIN.5'-0" MIN.PROPERTY LINE10' - SEE PLAN
SDSDSDSDSD12+54.172709.79 RB/LP2711.0 2710.02707.52706.52707.02708.02708.52709.0 2707.52706.02706.52707.02708.02708.52709.012+98.002710.45 RB/EVC 12+48.002709.81 RB/BVC19+16.792710.87 RC/PC/GB13+09.732710.80 RB/GB19+36.74, 35.03' R2711.01 RC/PRC/GB19+38.16, 0.00'2711.23 AC/PC/GB12+0013+000.8%0.4%2.6%3.3%1.3%2.0%2.0%2.8%3.0%13+28.042711.10 FS 2.0%13+18.352711.04 RB/GB18+0019+0013+23.352711.17 FS DI 3SDMH 3ES 3BES 3AS. ASTORIA PL.
2.0%2.0%2.0%13+09.732710.60 AC/GB19+16.79, 0.00'2710.95 AC/GB12+48.002709.66 RC/BVC12+54.172709.64 RC/LP13+09.732710.65 RC/GB3.0%3.0%3.0%2.7%2.6%1.3%
1.3%
0.4%17+84.22, 23.50' R2710.47 FG18+11.00, 23.50' R2710.58 FG18+19.09, 23.50' R2710.61 FG18+75.83, 23.50' R2710.84 FG18+83.32, 23.50' R2710.87 FG19+01.29, 23.50' R2710.94 FG19+10.94, 23.50' R2710.98 FG19+16.79, 23.50' R2711.00 FG0.8%0.8%0.8%9.4%12.0%8.6%4.9%12.1%20.1%22.9%15.5%3.2%2.4%1.4%13+24.462711.09 RC/GB19+27.16, 25.66' R2711.03 FS19+21.21, 24.27' R2711.03 FG/GB1.7%0.5%3.2%0.6%3.0%19+16.79, 21.50' R2710.96 FS/PC/GB1.4%7.8%8.9%10.6%8.0%8.2%9.0%6.8%4.9%2.5%2710.02709.52710.02710.5
2710.52711.0
2711.02707.52706.02706.52707.02708.02708.52709.02707.52706.02706.52707.02708.02708.52709.05.3%5.3%18+19.09, 31.50' R2709.00 TOB/GB18+11.00, 36.56' R2709.00 TOB/GB18+11.69, 45.62' R2709.00 TOB/GB18+19.09, 40.50' R2706.00 TOE/GB18+39.16, 40.50' R2706.00 TOE/GB18+75.84, 31.50' R2709.00 TOB/GB18+43.88, 31.50' R2709.00 FG/GB18+49.96, 31.50' R2709.00 FG/GB18+64.27, 39.00' R2706.50 TOE/GB18+75.84, 39.00' R2706.50 TOE/GB12+32.16, 10.00' L2709.72 RC12+25.45, 10.00' L2709.75 RC12+13.16, 10.00' L2709.80 RC12+78.81, 10.00' L2709.85 RC12+78.81, 18.00' L2709.00 TOB/GB3:1 3:1 3:1 3:13:13:13:13:13:13:112+70.16, 25.50' L2706.50 TOE/GB12+48.66, 27.00' L2706.00 FG/GB2707.52708.02708.52709.012+62.66, 18.00' L2709.00 FG/GB12+57.66, 18.00' L2709.00 FG/GB12+32.16, 27.00' L2706.00 FG/GB2.0%2.0%2.0%2.0%2.0%12+32.16, 18.00' L2709.00 TOB/GBFOREBAY PRIMARYSPILLCHANNELB-B-C-A-A-C-12+23.16, 27.00' L2709.00 TOB/GB18+77.27, 40.05' R2706.50 TOE/GB12+98.00, 10.00' L2710.30 RC/EVC12+85.55, 10.00' L2709.98 RC12+78.81, 25.50' L2706.50 TOE/GB9.00'9.00'9.00'6.00'STA 12+48.66, 30.16' L 12" INV OUT = 2706.0019.25 LF 12" SDR-35 @ 1.30%SEE ORIFICE DETAIL ON THIS SHEETSTA 18+67.54, 42.40' R=STA 12+70.91, 30.16'L12" INV IN = 2706.253:1 16.50'20.87'20.07'32.29'34.59'31.13'7.50'7.50'8.00'8.00'0.4%0.4%12+98.002710.25 AC/EVC 12+54.172709.59 AC/LP R=9.0'R=9.0'R=9.0'10.00'2708.5 8.00'2710.0 PRIVATE ALLEY3:19.0%10.00'13.00'8.00'7.50'R=2.0' TYP.2708.5 2709.02709.0
9.00'16.50'7.50'D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.701 (STORM DRAIN DETAILS).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.703SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.703STORM DRAIN DETAILS20SCALE: 1" = 1PRIVATE STORM DRAIN POND NO. 3 - PLAN VIEW10' - 0" HORIZONTALHORIZONTAL SCALE IN FEET0102051015NORTHCIVIL INNOVATIONS12" SDR-35 OUTLET PIPE @ 1.12% (SEE DETAIL THIS SHEETFOR PIPE LOCATION, LENGTH, AND INVERT ELEVATIONS)8.00'36.00'BOTTOM POND EL. 2706.002DRAINAGE POND SECTION A-ANOT TO SCALEVARIESBOTTOM OF POND EL. 2706.003DRAINAGE POND SECTION B-B (PRIMARY)NOT TO SCALEVARIESBOTTOM OF POND EL. 2706.504DRAINAGE POND SECTION C-C (FOREBAY)NOT TO SCALEFOREBAYPRIMARYEL. = 2705.90HIGH GROUND WATER EL.3:1
MAX
.3:1 MAX.3:1
MAX
.3:1 MAX.3:1
MAX
.3:1 MAX.3:1
MAX
.12" CLEAN TOPSOILEL. = 2705.90HIGH GROUND WATER EL.EL. = 2705.90HIGH GROUND WATER EL.12" CLEAN TOPSOILEXTEND 6" PAST EDGE OF PIPEAND UPWARD TOWARDS PIPE1% SLOPE (MIN.)INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUALTOP OF LINEREL. 2708.903'TOP OF LINEREL. 2708.903'INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUALSEE FOREBAY/PRIMARY CUT-THROUGH DETAIL THIS SHEETVARIES6.00'VARIESVARIESSEE ORIFICE DETAIL ON THIS SHEETTOP OF POND EL. 2709.00TOP OF POND EL. 2709.008.00'9.00'VARIES9.00'VARIES8.00'RIGHT-OF-WAY TOP OF POND EL. 2709.00TOP OF POND EL. 2709.00TOP OF POND EL. 2709.00TOP OF POND EL. 2709.007.50'VARIES7.50'3:1 MAX.10.00'VARIES3:1 MAX.ROLLED CURB AND GUTTER
PROPERTY LINE
PROPERTY LINE / BACK OF
8.00'VARIESROLLED CURB AND GUTTER
PROPERTY LINE / BACK OF
8.00'RIGHT-OF-WAY3:1 MAX.NOTES:1.REFER TO LANDSCAPE PLANS PREPARED BY JENSEN-BELTSASSOCIATES DESIGN FOR PLANTING AND TOPSOIL REQUIREMENTS.2.CONTACT ACHD AND THE PROJECT ENGINEER TO WITNESSINFILTRATION TESTING. DESIGN INFILTRATION RATE IS 1.5"/HR.3.REQUIRED STORAGE VOLUMES:POND FOREBAY = 219.2 C.F.PRIMARY POND = 1972.8 C.F.4.SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALSTESTING AND INSPECTION, INC. (MTI) DATED JULY 24, 2020. LATESTGROUNDWATER MONITORING REPORT DATED SEPT. 16, 2020.PRIMARY BOTTOM12" SDR-35 OUTLET PIPE @ 1.12%FOREBAY BOTTOMSLOPE 1% TO INLETFLOWPOND PRIMARYPOND FOREBAYTOP OF BERM12" STAINLESS STEEL PIPE CAP WEDGE PRODUCTPART NO. 6015.S OR APPROVED EQUIVELENT.5FOREBAY/PRIMARY CUT-THROUGH DETAILNOT TO SCALEORIFICE DETAIL12" INV = 2706.252"5"CUT OPENING AS SHOWN IN END CAPSNOT TO SCALESEE DETAIL THIS SHEETNOTE: PIPE CAP SHALL BE INSTALL PER MANUFACTURER'SRECOMMENDATION AND SECURELY ATTACH CAP TO PIPE.DO NOT GLUE.TOP OF ARMORED SPILLCHANNEL EL. 2708.50NOTE:BERM SHALL INCLUDE CLAY MATERIAL TOPREVENT WASHOUT (SEE 2017 ACHDSTORMWATER DESIGN GUIDELINESSTANDARD DRAWING BMP 10 ANDDETAIL 4 OF SECTION 8200).100-YR WSE = 2708.28TOP OF ARMORED SPILLCHANNEL EL. 2708.503:1 MAX.4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10 ANDDETAIL 4 OF SECTION 8200.100-YR WSE = 2708.28100-YR WSE = 2708.284" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10 ANDDETAIL 4 OF SECTION 8200.TOP OF LINEREL. 2708.903'
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FEMA:ZONE XFEMA:ZONE ASCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 12345678910111213141516171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEPEPEPEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPE. LAKE HAZEL ROADS. ASTORIA AVE.E. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEYFIRE ACCESS ROADINSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)EXISTING TYPE ISTREET LIGHTEXISTING TYPE ISTREET LIGHTEXISTING TYPE ISTREET LIGHTEXISTING TYPE ISTREET LIGHTEXISTING TYPE ISTREET LIGHTD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.800 (STREET LIGHT PLAN).dwg Benjamin P. Thomas06/30/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-1029-PSC.800SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE06/30/21POIEMA SUBDIVISION
MERIDIAN, IDAHO
BTJTABTAS SHOWNAS SHOWN21C.800STREET LIGHT PLAN21 NORTHCIVIL INNOVATIONSSCALE: 1" = HORIZONTAL1STREET LIGHT PLAN80' - 0"HORIZONTAL SCALE IN FEET0801604080120STREET LIGHT NOTES1.ALL STREET LIGHT CONSTRUCTION SHALL BE DONE INACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THEMERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, ANDTHE NATIONAL ELECTRIC CODE.2.A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIORTO STARTING WORK. USE THE ONLINE CITIZEN PORTAL ATHTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TOOPEN A PERMIT AND REQUEST INSPECTIONS.3.INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETEBASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE ANDASSOCIATED 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 TOTHE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARDCOPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TOREQUESTING FINAL INSPECTION.6.CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208) 898–5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS.7.STREET LIGHTS ALONG E. LAKE HAZEL ROAD SHALL BE METERED.Existing Type I Street LightLIGHTING PLAN LEGENDCity Of Meridian Type I Street LightElectrical Service BoxElectrical TransformerExisting Type II Street LightCity Of Meridian Type II Street Light