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Application
Adrienne Weatherly From:clerk@meridiancity.org Sent:Friday, July 2, 2021 11:14 AM To:Adrienne Weatherly Subject:Development Application Transmittals Development Application Transmittal Link to Project Application: Poiema Subdivision FP-2021-0034 Hearing Date: 7/13/2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: July 13, 2021 File No.: FP-2021-0034 Project Name: Poiema Subdivision Final Plat Request: Request for Final Plat consisting of 48 single-family residential building lots, one (1) Church lot, and 8 common lots on 14.88 acres of land in the R-15 zoning district, by Civil Innovations, PLLC. Location: The site is generally located at 3727 E. Lake Hazel Road, in the NE ¼ of the NW ¼ of Section 4, Township 2N., Range 1E. Project Planner: Joseph Dodson Applicant name:BEN THOMAS, CIVIL INNOVATIONS, PLLC Phone:208-884-8181 Applicant address:1043 E PARK BLVD. STE.101, BOISE, ID 83712 Email:ben@civil-innovations.com Owner name:DAVE EVANS, EVANS DEVELOPMENT, LLC Phone:Fax: Owner address:7761 W. RIVERSIDE DRIVE, BOISE, ID 83705 Email: Final Plat Applicant Information Type of Review Requested File number:FP-2021-0034 Assigned Planner:Joseph Dodson Related Files: Subject Property Information Location/street address:3727 E LAKE HAZEL RD Assessor's parcel number(s):S1404212550 Township, range, section:2N1E4 Agent name (e.g. architect, engineer, developer, representative):BEN THOMAS Firm name:CIVIL INNOVATIONS, PLLC Phone:2088848181 Fax: Address:1043 E PARK BLVD. STE.101 Email:ben@civil-innovations.com Contact name:Phone:Fax: Contact address:Email: Project/Application Name:Poiema Subdivision Description of Work:Final Plat consisting of 49 building lots (48 single-family lots and 1 Church lot) and 8 common lots on 14.88 acres of land in the R-15 zoning district. Project Description Planning Division HEARING APPLICATION 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 1 ADDRESS VERIFICATION Address Verification Permit Number:LDAV-2021-0173 TYPE OF USE PROPOSED Residential:CHECKED Single-Family Detached:CHECKED Single-Family Attached:CHECKED Other Type of Use Proposed:Future church site PROPERTY INFORMATION General Location:3727 E. Lake Hazel Road Current Land Use:Vacant Total Acreage:14.88 Prior Approvals (File Numbers):H-2020-0035 ZONING DISTRICT(S) R-15:CHECKED PROJECT INFORMATION Landscape Plan Date (MM/DD/YYYY):06/07/2021 Who will own and Maintain the Pressurized Irrigation System in this Development:HOA Irrigation District:New York Primary Irrigation Source:Hess Lateral Secondary Irrigation Source:City Water Square Footage of Landscaped Areas to be Irrigated by City Water Connection:65,700 Number of Residential Units:48 Minimum Square Footage of Living Area (Excluding Garage):1,200 Gross Density:5.71 Net Density:12.12 In Reclaimed Water Buffer:No PLATS ONLY Number of Building Lots:49 Number of Common Lots:8 Total Number of Lots:57 I understand a secondary access is required and a separate easement application has been applied for: CHECKED Minimum Lot Size:2,070 Average Lot Size:3,595 Area of Plat:14.88 Plat Date (MM/DD/YYYY):07/02/2021 QUALIFYING OPEN SPACE Open Grassy Area (min. 50' x 100'):CHECKED Application Information 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 2 Ponds or Water Features:CHECKED Arterial Street Buffer(s):CHECKED Acres of Qualified Open Space:1.12 Percentage of Qualified Open Space:13.32 QUALIFYING SITE AMENITIES Other Qualified Site Amenities:Seating area with water feature APPLICATION DISCLAIMER I have read and accept the above terms:CHECKED Your signature:Ben Thomas MISC Is new record:No 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 3 May 14, 2021 Joseph Dodson City of Meridian Planning Department 33 E. Broadway Ave., Ste. 102 Meridian, ID 83642 Re: Poiema Subdivision – Final Plat Dear Joseph: Please find enclosed final plat application for Poiema Subdivision. This project consists of 48 single family building lots, 1 buildable lot reserved for a future church and 8 common lots on 14.88 acres in the R‐15 zone. Required site amenity proposed for this project is a small water feature with bench seating area located on lot 36, block 1. Statement of Conformance This final plat is in conformance with: (1) The uses and layout as shown on the approved preliminary plat; (2) The use requirements and provisions of the UDC; and, (3) Acceptable engineering and surveying practices and local standards. Applications/Development Agreements applicable to this application Annexation/Preliminary Plat H‐2020‐0035 Development Agreement Inst. # 2020‐138120 Annexation Ordinance 20‐1899 (Inst. # 2020‐138119) Please let us know if you have questions or require any additional information. Sincerely, Ben Thomas Ben Thomas, PE 1043 E. Park Blvd. Ste. 101 Boise, ID 83712 Phone: (208) 884‐8181 www.civil‐innovations.com Preliminary Plat Review Date:Final Plat X Project Name:T/R/S Parcel Number(s): Project/Plat Applicant:Phone No: City/County Agency: Proposed Street Names:Comments 1 X 2 X 3 X A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other See CodeBelowDenied due to design changes, time constraints and or previous recorded plat street alignments. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT March 9, 2021 Poiema Sub S1404212450, S1404212440 E LAKE HAZEL RD S EAGLE RD S ASTORIA AVE Civil Innovations 208-884-8181 Codes/criteria regarding denial 2N1E04 ADA COUNTY STREET NAME REVIEW The overall final street names are subject to change at Final Plat phase levels Meridian presented to the Ada County Surveyor at time of recording. resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS S ASTORIA PL E DITMARS DR NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat andCore StreetApprovedPage 1 of 1 E Berghan Street E Huntly StreetS Hi l lFar mWayS AstoriaAvenueS AstoriaAvenueS A p sle y Wa yE Collingwood Street W WintonStreet S CubolaWayE Levin Street E Berghan Street E BerghanCourt S NevisWayS FerndaleAvenueW Mardia Street S Palatino WayS Wayland Way E GisborneStreet S StockportAvenueW Collingwood StreetS PalatinoWayS WaylandWayS Egmont AvenueW BerghanStreetS AcheronAvenueS StaatenAvenueS AcheronAvenueS Nevis WayE WickhamCourt S DolomiteAvenueS TaradaleAvenueE MardiaStreet E Levin Drive E MardiaStreet W GisborneStreet E G is b orn e Street S Arable WayW Lake Hazel Road E BingleyDrive S Hill Farm Way W G r e g o r y D r i v e W Huntly Drive W LevinStreet W Mardia Street W MellowCourt W CaddyCourtW TevoitStreet E C o l l i n g w o o d D r i v e S Eagle RoadW BerghanStreet W GisborneStreet S R osings Place E Mardia Street W Nancee Drive W Murchison Street E Lake Hazel Road E Darcy Drive E P e n n i e L a n e E Vantage Pointe Lane W Medalist Drive E Adler Hof Lane 2N1E4 3N1E333N1E32 2N1E5 Ê ADA COUNTY ASSESSORLand Records DivisionGeographic Information Systems190 E. Front Street, Ste. 107Boise, ID 83702 This map is made from data copyrighted by Ada County.Ada County shall not be liable for inaccuracies or m isuse of this map. Maps bearing this disclaimer may be photocopied freely.However, use in any digital form requires the written permission of Ada County. 1 inch = 600 feet NOT A PART PROJECT SITE POIEMA SUBDIVISION S. CLOVERDALE ROADE. LAKE HAZEL ROAD S. EAGLE ROADCIVIL INNOVATIONS, PLLC CHECKED BY DRAWN BY DESIGNED BY DWG FILE PROJECT NO. ISSUE DATE SCALE BT BT BT VICINITY MAP AS SHOWN 03/09/2021 SHEET 1 OF 1 20-1029-PS POIEMA SUBDIVISION MERIDIAN, IDAHO 1043 E. PARK BLVD STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comVICINITY MAP POIEMA SUBDIVISION MERIDIAN, IDAHO - 2021 NORTH CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET 0 1000 200050010001500 28262422201816141210863432331354731292725232119171513119753423012543651524849505343444538463940414237E. LAKE HAZEL ROAD STREET B STREET ASTREET ATEN MILE CREEKBLOCK 1BLOCK 1BLOCK 1BLOCK 2LEGEND1PRELIMINARY PLATPP1.006/15/2020SITE DATAPRELIMINARY PLAT FORPOIEMA SUBDIVISIONLOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 4TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M.ADA COUNTY, IDAHO2020LOT SUMMARYTOTAL5614.87SHEET INDEXDEVELOPERCIVIL ENGINEERSURVEYOR2PP1.033' TYPICAL LOCAL STREET SECTION16970NECI L SEDFOOHADIETATS PR O F ESSI ONAL ENGINEERM.ENNIROCGRAHA MPREPARED FOR © REV. NO.DESCRIPTION DATECSW PROJECT NO.DRAWING DATEPO BOX 6059 BOISE, ID 83707 cgraham@cswengineering.com (208) 946-3874 POIEMA SUBDIVISION 3727 E. LAKE HAZEL ROAD, MERIDIAN, ID 18037DAVE EVANS CONST.7761 W RIVERSIDE DRBOISE, ID 837141PP1.0E. LAKE HAZEL ROAD TYPICAL SECTIONE LAKE HAZEL ROADVICINITY MAPS EAGLE ROADNOTES 28262422201816141210863432331354731292725232119171513119753423012543651524849505343444538463940414237E. LAKE HAZEL ROAD STREET B STREET ASTREET ATEN M ILE CREEKBLOCK 1BLOCK 1BLOCK 1BLOCK 2PRIVATE ALLEY16970NECI L SEDFOOHADIETATS PR O F ESSI ONAL ENGINEERM.ENNIROCGRAHA MPREPARED FOR © REV. NO.DESCRIPTION DATECSW PROJECT NO.DRAWING DATEPO BOX 6059 BOISE, ID 83707 cgraham@cswengineering.com (208) 946-3874 POIEMA SUBDIVISION 3727 E. LAKE HAZEL ROAD, MERIDIAN, ID 18037DAVE EVANS CONST.7761 W RIVERSIDE DRBOISE, ID 83714LOT DIMENSIONSPP1.106/15/2020 28262422201816141210863432331354731292725232119171513119753423012543651524849505343444538463940414237TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGIRRGIRR R/WTTER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPGWWWW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EWEWEWEWEWEWEWEWEWEWEWEWEWEWEW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW S S S SSSSS S S S S E. LAKE HAZEL ROAD STREET B STREET ASTREET ATEN M ILE CREEKPP1.01PP1.02PP1.02PP1.02BLOCK 1BLOCK 1BLOCK 1BLOCK 216970NECI L SEDFOOHADIETATS PR O F ESSI ONAL ENGINEERM.ENNIROCGRAHA MPREPARED FOR © REV. NO.DESCRIPTION DATECSW PROJECT NO.DRAWING DATEPO BOX 6059 BOISE, ID 83707 cgraham@cswengineering.com (208) 946-3874 POIEMA SUBDIVISION 3727 E. LAKE HAZEL ROAD, MERIDIAN, ID 18037DAVE EVANS CONST.7761 W RIVERSIDE DRBOISE, ID 83714CONCEPTUAL ENGINEERING PLANPP2.006/15/2020 PRELIMINARY SEWER PROFILESPP2.106/15/2020SEWER LINE 'B' PRELIMINARY PROFILESEWER LINE 'A' PRELIMINARY PROFILE (CONT.)SEWER LINE 'A' PRELIMINARY PROFILE16970NECI L SEDFOOHADIETATS PR O F ESSI ONAL ENGINEERM.ENNIROCGRAHA MPREPARED FOR © REV. NO.DESCRIPTION DATECSW PROJECT NO.DRAWING DATEPO BOX 6059 BOISE, ID 83707 cgraham@cswengineering.com (208) 946-3874 POIEMA SUBDIVISION 3727 E. LAKE HAZEL ROAD, MERIDIAN, ID 18037DAVE EVANS CONST.7761 W RIVERSIDE DRBOISE, ID 83714 POIEMA 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 SHEET 3 OF 4 BOOK ____ , PAGE _____ CERTIFICATE OF SURVEYOR CERTIFICATE OF OWNERS CLINTON W. HANSEN PLS 11118 ACKNOWLEDGMENT STATE OF IDAHO COUNTY OF ADA S.S. NOTARY PUBLIC FOR THE STATE OF IDAHO MY COMMISSION EXPIRES RESIDING AT ON THIS ____ DAY OF ____________ , 20___, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED ZACH EVANS, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF EVANS DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF POIEMA SUBDIVISION; A PARCEL BEING A PORTION OF THE NE ¼ OF THE NW ¼ OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID NW ¼, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID NW ¼ BEARS S 89°56'26” W A DISTANCE OF 2651.70 FEET; THENCE ALONG THE EASTERLY BOUNDARY OF SAID NW ¼ S 0°37'05” W A DISTANCE OF 1356.39 FEET (FORMERLY DESCRIBED AS S 0°46'23” W, 1356.13 FEET) TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE SOUTHEAST CORNER OF THE NE ¼ OF SAID NW ¼; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID NE ¼ OF THE NW ¼ S 89°56'26” W (FORMERLY DESCRIBED AS N 89°50'46” W) A DISTANCE OF 21.00 FEET TO A POINT; THENCE LEAVING SAID SOUTHERLY BOUNDARY N 28°58'35” W A DISTANCE OF 82.98 FEET (FORMERLY DESCRIBED AS N 28°42'58” W, 82.77 FEET) TO A POINT; THENCE N 34°03'34” W (FORMERLY DESCRIBED AS N 33°54'54” W) A DISTANCE OF 1548.37 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID NE ¼ OF THE NW ¼; THENCE ALONG SAID NORTHERLY BOUNDARY N 89°56'26” E (FORMERLY DESCRIBED AS N 89°54'14” E) A DISTANCE OF 943.00 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 14.88 ACRES. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS ____ DAY OF _________________________ , 20___. EVANS DEVELOPMENT, LLC ____________________________________________________________ BY: ZACH EVANS, MANAGER CALVARY CHAPEL TREASURE VALLEY, INC. ____________________________________________________________ BY:DARYL ZACHMAN, PRESIDENT (208) 288-2040 fax (208) 288-2557 MERIDIAN, ID 83642 231 E. 5TH ST., STE. A www.landsolutions.biz Land Surveying and Consulting POIEMA SUBDIVISION ACKNOWLEDGMENT STATE OF IDAHO COUNTY OF ADA S.S. NOTARY PUBLIC FOR THE STATE OF IDAHO MY COMMISSION EXPIRES RESIDING AT ON THIS ____ DAY OF ____________ , 20___, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED DARYL ZACHMAN, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF CALVARY CHAPEL TREASURE VALLEY, INC., AN IDAHO CORPORATION, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED CORPORATION EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. POIEMA SUBDIVISION BOOK ____ , PAGE _____ (208) 288-2040 fax (208) 288-2557 MERIDIAN, ID 83642 231 E. 5TH ST., STE. A www.landsolutions.biz SHEET 4 OF 4 Land Surveying and Consulting APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF THE COUNTY TREASURER CERTIFICATE OF THE COUNTY SURVEYOR ADA COUNTY SURVEYOR DATE: ______________________ ______________________________________________ COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT ____ MINUTES PAST ___ O'CLOCK __ .M. ON DEPUTY EX-OFFICIO RECORDER THIS ____ DAY OF __________________ , 20___, IN BOOK ____ OF PLATS AT PAGES _______________. INSTRUMENT NO. ______________________ APPROVAL OF CITY COUNCIL CITY CLERK I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CITY ENGINEER ~ MERIDIAN, IDAHO APPROVAL OF THE CITY ENGINEER HEALTH CERTIFICATE CENTRAL DISTRICT HEALTH, EHS DATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. FEE: ______________________ I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE ____ DAY OF ____________ , 20___, THIS PLAT WAS DULY ACCEPTED AND APPROVED. THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE ____ DAY OF ___________ , 20___. I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CLINTON W. HANSEN PLS 11118 POIEMA SUBDIVISION BOOK ____ , PAGE _____ (208) 288-2040 fax (208) 288-2557 MERIDIAN, ID 83642 231 E. 5TH ST., STE. A www.landsolutions.biz SHEET 4 OF 4 Land Surveying and Consulting APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF THE COUNTY TREASURER CERTIFICATE OF THE COUNTY SURVEYOR ADA COUNTY SURVEYOR DATE: ______________________ ______________________________________________ COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT ____ MINUTES PAST ___ O'CLOCK __ .M. ON DEPUTY EX-OFFICIO RECORDER THIS ____ DAY OF __________________ , 20___, IN BOOK ____ OF PLATS AT PAGES _______________. INSTRUMENT NO. ______________________ APPROVAL OF CITY COUNCIL CITY CLERK I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CITY ENGINEER ~ MERIDIAN, IDAHO APPROVAL OF THE CITY ENGINEER HEALTH CERTIFICATE CENTRAL DISTRICT HEALTH, EHS DATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. FEE: ______________________ I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE ____ DAY OF ____________ , 20___, THIS PLAT WAS DULY ACCEPTED AND APPROVED. THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE ____ DAY OF ___________ , 20___. I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CLINTON W. HANSEN PLS 11118 EPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEGEGEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 12345678910111213141516171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2E. DITMARS DR.S. ASTORIA AVE.E. LAKE HAZEL RD.S. ASTORIA PL.PRIVATE ALLEYS. ASTORIA AVE.PRIVATE ALLEYTEN MILE CREEKTEN MILE CREEKTEN MILE CREEKSS SS SS SS SS SS WWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSSSSSSSSSSSSWWWEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEGEGWWWW EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGWSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 12345678910111213141516S. ASTORIA AVE.E. LAKE HAZEL RD.GIRRRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWHW HW HW HW HW HWHWHWHWHWHW TOETOETOETOETOETOETOETOETOETOETOBTOBTOBTOBTOBTOBTOBTOBTOBTOBWW100' WIDEPRESCRIPTIVEEASEMENTTEN MILE CREEK0'30'60'90'SCALE 1" = 30'NORTH EPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEGEGEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 12345678910111213141516171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2E. DITMARS DR.S. ASTORIA AVE.E. LAKE HAZEL RD.S. ASTORIA PL.PRIVATE ALLEYS. ASTORIA AVE.PRIVATE ALLEYTEN MILE CREEKTEN MILE CREEKTEN MILE CREEKP IRR SS SS SSPIRRPIRRPIRRPIRRPIRR PIRRPIRRPIRRPIRRPIRRPIRRWWSSSSSSSSSSSSW W W SS SS SS SS SS SS WSSSSSSSSE P EGEGEGEGEGEG16171819202122232425262728BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2E. DITMARS DR.S. ASTORIA PL.PIRR PIRRPIRRPIRRPRIVATE ALLEYHW HW HW HW HW HW HW HWHWHWHWHW HWHW1 0 0 ' W ID E PR E SCR I P T I V E EA S EM EN T S. ASTORIA AVE.PRIVATE ALLEYTEN MILE CREEKTEN MILE CREEK0'30'60'90'SCALE 1" = 30'NORTH EPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEGEGEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 12345678910111213141516171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2E. DITMARS DR.S. ASTORIA AVE.E. LAKE HAZEL RD.S. ASTORIA PL.PRIVATE ALLEYS. ASTORIA AVE.PRIVATE ALLEYTEN MILE CREEKTEN MILE CREEKTEN MILE CREEKPIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSSSSSSW W S S SS SS SS SS 232425262728293031323334BLOCK 13536BLOCK 13738394041424344524753S. ASTORIA PL.PIRRPIRRPRIVATE ALLEYHGHGHGHGHW HW HW HW HW HW HWHWHWHWHW100' WIDEPRESCRIPTIVEEASEMENT 1 0 0 ' W ID E PR E SCR I P T I V E EA S EM EN T PRIVATE ALLEYTEN MILE CREEK0'30'60'90'SCALE 1" = 30'NORTH PART 2 - PRODUCTS2.1 TOPSOILA. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoilshall be fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps,brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and otherextraneous or toxic matter harmful to plant growth.1. Contractor shall send a minimum of three (3) representative topsoil samples for testing.See testing requirements below. Contractor is responsible for whatever soil additives arerecommended by the tests. Submit to Architect for approval. Compost will be added toother additives and added regardless of test results.B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that isfertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush,weeds and other litter, and free of roots, stumps, stones larger than 1 inches in anydimension, and other extraneous or toxic matter harmful to plant growth.1. Obtain topsoil from local sources or areas with similar soil characteristics to that of projectsite. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depthof not less than 4 inches. Do not obtain from bogs or marshes.2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by theOrganic Carbon, 6A, Chemical Analysis Method described in USDA Soil SurveyInvestigation Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retainedon 1/4-inch screen.Other components shall conform to the following limits:pH6.5 to 7.5Soluble Salts600 ppm maximumSilt 25-50%Clay10-30%Sand20-50%3. Contractor shall submit representative soil report on imported topsoil proposed for use forapproval. Report shall meet standards below. Contractor is responsible for whateversoil additives are recommended by the test. Compost will be in addition to otheradditives and added regardless of test results.C. Soil Testing1. Soil tests are required for this project (see above for requirements). Test shall be providedas follows:a. Provide certified analysis at time of sample submitted (three samples importedtopsoil). Amend soils per chemist's recommendations and as herein specified unlessotherwise approved by Architect.2. Test shall include, but not limited to recommendations on chemical distributions, organiccontents, pH factors, and sieve analysis as necessary. Test #1T by WesternLaboratories (1-800-658-3858) is required.3. Contractor is responsible for whatever soil additives are recommended by the soil testinglaboratory.4. Contractor shall coordinate, obtain and pay for all soil tests.5. If regenerative noxious weeds are present in the soil, remove all resultant growthincluding roots throughout one-year period after acceptance of work, at no cost to Owner.2.2 pH ADJUSTERSA. When pH does not comply with this specification, commercial grade aluminum sulfate shallbe used to adjust soil pH.2.3 SOIL AMENDMENTSA. Compost: Compost: “Cascade Compost” from Cloverdale Nursery (208) 375-5262 andNuSoil Compost (208) 629-6912 or approved equal in equal amounts by volume.B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. Itshall be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled asto weight, manufacturer, and content. Protect materials from deterioration during deliveryand while stored at site.1. Commercial fertilizer "A" for trees and shrubs during planting; slow release AgriformPlanting 5-gram tablets 20-10-5 type or equal.2. Commercial fertilizer "B" for lawn areas, applied to bed prior to sodding, to be 16-16-17applied at the rate of ten pounds per acre.3. Commercial fertilizer "C" for lawn areas three to four weeks after planting sod. OrganicFertilizer Milorganite (6-0-2) type or equal.C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand orpre-approved equal. Use in accordance with manufacturer's recommendation on all plantingbeds.2.4 PLANT MATERIALSA. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shownfor landscape work and complying with recommendations and requirements of ANSI Z60.1"American Standard for Nursery Stock".B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branchingconfiguration recommended by ANSI Z60.1 for type and species required. Single stem treesexcept where special forms are shown or listed.C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimumnumber of canes required by ANSI Z60.1 for type and height of shrub.D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed.Dimensions indicate minimum spread for spreading and semi-spreading type evergreensand height for other types, such as globe, dwarf, cone, pyramidal, broad upright, andcolumnar. Provide normal quality evergreens with well balanced form complying withrequirements for other size relationships to the primary dimension shown.2.5 GRASS MATERIALSA.Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free ofweeds and undesirable native grasses. Provide only sod capable of growth anddevelopment when planted (viable, not dormant).1.Provide sod of uniform pad sizes with maximum 5% deviation in either length or width.Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable ofsupporting their own weight when suspended vertically with a firm grasp on upper 10%of pad will be rejected.B. Provide sod composed of: Rhizomatous Tall Fescue (RTF) from the The Turf Company, Meridian, ID (208) 888-3760 or approved equal.2.6 MISCELLANEOUS LANDSCAPE MATERIALSA. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retardexcessive loss of moisture from plants. Deliver in manufacturer's fully identified containersand mix in accordance with manufacturer's instructions.B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters,consistent in appearance, and shall contain no toxic substance detrimental to plant life.C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood,or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand,twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles.Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and ofuniform color, material, and size to protect tree trunks from damage by wires.SECTION 32 90 00 - LANDSCAPE WORKPART 1 - GENERAL1.1 RELATED DOCUMENTSA. Drawings and general provisions of Contract, including General and SupplementaryConditions and Division 1 Specification Sections.1.2 SUMMARYA. This Section includes provisions for the following items:1. Trees.2. Shrubs; Ground cover.3. Lawns.4. Topsoil and Soil Amendments.5. Miscellaneous Landscape Elements.6. Initial maintenance of landscape materials.B. Related Sections: The following sections contain requirements.1. Underground sprinkler system is specified in Section 32 84 00 - Irrigation1.3 QUALITY ASSURANCEA. Subcontract landscape work to a single firm specializing in landscape work.B. Source Quality Control:1. General: Ship landscape materials with certificates of inspection required by governingauthorities. Comply with regulations applicable to landscape materials.2. Do not make substitutions. If specified landscape material is not obtainable, submit proofof non-availability to Architect, with proposal for use of equivalent material.3. Analysis and Standards: Package standard products with manufacturer's certifiedanalysis. For other materials, provide analysis by recognized laboratory made inaccordance with methods established by the Association of Official Agriculture Chemists,wherever applicable.4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity,size, genus, species, and variety shown and scheduled for work complying withrecommendations and requirements of ANSI Z60.1 "American Standard for NurseryStock". Provide healthy, vigorous stock, grown in recognized nursery in accordance withgood horticultural practice and free of disease, insects, eggs, larvae, and defects such asknots, sun-scald, injuries, abrasions, or disfigurement.5. Label at least one tree and one shrub of each variety with attached waterproof tag withlegible designation of botanical and common name.a. Where formal arrangements or consecutive order of trees or shrubs are shown, selectstock for uniform height and spread.6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at sitebefore planting, for compliance with requirements for genus, species, variety, size, andquality. Architect retains right to further inspect trees and shrubs for size and condition ofballs and root systems, insects, injuries and latent defects, and to reject unsatisfactory ordefective material at any time during progress of work. Remove rejected trees or shrubsimmediately from project site.1.4 SUBMITTALSA. General: Submit the following in accordance with Conditions of Contract and Division 1Specification Sections.B. Plant and Material Certifications:1. Certificates of inspection as required by governmental authorities.2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials.3. Label data substantiating that plants, trees, shrubs and planting materials complyspecified requirements.C. Mulch: Submit 1 gal bag of mulch sample for approval.1.5 DELIVERY, STORAGE AND HANDLINGA. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sodagainst drying and breaking of rolled strips.B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to deliveryunless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in suchmanner as to damage bark, break branches, or destroy natural shape. Provide protectivecovering during delivery. Do not drop balled and burlapped stock during delivery.C. Deliver trees and shrubs after preparations for planting have been completed and plantimmediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs inshade, protect from weather and mechanical damage, and keep roots moist by covering withmulch, burlap or other acceptable means of retaining moisture.D. Do not remove container-grown stock from containers until planting time.E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damageto rootballs during deliver, storage and handling.1.6 JOB CONDITIONSA. Utilities: Determine location of underground utilities and work in a manner which will avoidpossible damage. Hand excavate, as required. Maintain grade stakes until removal ismutually agreed upon by parties concerned.B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill,adverse drainage conditions, or obstructions, notify Architect before planting.C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace orrecondition to prior conditions at project completion.1.7 SEQUENCING AND SCHEDULINGA.Planting Time: Proceed with, and complete landscape work as rapidly as portions of sitebecome available, working within seasonal limitations for each kind of landscape workrequired.1.Plant or install all plant materials during normal planting seasons from 15 March to15 November.2.Correlate planting with specified maintenance periods to provide maintenance fromdate of substantial completion.B.Coordination with Lawns: Plant trees and shrubs after final grades are established and priorto planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubsoccurs after lawn work, protect lawn areas and promptly repair damage to lawns resultingfrom planting operations.1.8 SPECIAL PROJECT WARRANTYA.Warranty lawns through specified lawn maintenance period, until Final Project Acceptance.B.Warranty trees and shrubs, for a period of one year after date of substantial completion,against defects including death and unsatisfactory growth, except for defects resulting fromneglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyondLandscape Installer's control.C.Remove and replace trees, shrubs, or other plants dead or in unhealthy condition duringwarranty period. Make replacements during growth season following end of warranty period.Replace trees and shrubs which are in doubtful condition at end of warranty period; unless,in opinion of Architect, it is advisable to extend warranty period for a full growing season.PART 3 - EXECUTION3.1 PREPARATION - GENERALA. General Contractor shall be responsible for excavating planting areas to appropriate depthsfor placement of topsoil as specified herein.B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locationsand outline areas and secure Architect's acceptance before start of planting work. Makeminor adjustments as may be required.3.2 PREPARATION OF PLANTING SOILA. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneousmaterials harmful or toxic to plant growth.B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer ifplanting will not follow placing of planting soil in a few days.Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil.Shrub Areas: 1/3 compost, 2/3 topsoil.Fertilizer: Per soil test and manufacture's recommendations.C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface oftopsoil and mix thoroughly before planting.3.3 PREPARATION FOR PLANTING LAWNSA. After excavating and removing surface material to proper depth, loosen subgrade of lawnareas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in anydimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation toareas which will be planted promptly after preparation.1.Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meetlines, grades, and elevations shown, after light rolling, addition of amendments, andnatural settlement. Place approximately 1/2 of total amount of topsoil required. Workinto top of loosened subgrade to create a transition layer and then place remainder ofplanting soil. Add specified soil amendments as required and mix thoroughly into upper 4inches of topsoil.3.4 PREPARATION OF PLANTING BEDSA. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher orsimilar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Removestocks, stones, rubbish, and other extraneous matter.B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, andelevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specifiedcompost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Placeapproximately 1/2 of total amount of planting soil required. Work into top of loosenedsubgrade to create a transition layer, then place remainder of the planting soil.C. Apply Pre-Emergent per manufacturer's recommendation.3.5 PLANTING TREES AND SHRUBSA. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb andin center of pit or trench with top of ball at same elevation as adjacent finished landscapegrades. Remove burlap from sides of balls; retain on bottoms. When set, place additionalbackfill around base and sides of ball, and work each layer to settle backfill and eliminatevoids and air pockets. Place fertilizer tablets in excavated area per manufacture's writteninstructions. When excavation is approximately 2/3 full, water roughly before placingremainder of backfill. Repeat watering until no more is absorbed. Water again after placingfinal layer of backfill. Remove all ties from around base of trunk.B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2sides with an approved can cutter and remove can; remove bottoms of wooden boxes afterpartial backfilling so as not to damage root balls.C. Trees planted in turf area: Remove turf 3' dia around tree trunk. Dish top of backfill to allowfor mulching.D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and workinto top of backfill and finish level with adjacent finish grades. 1. Provide 3 inches thickness of mulch.E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to providean adequate film over trunks, branches, stems, twigs and foliage.F. Prune, thin out, and shape trees and shrubs in accordance with standard horticulturalpractice. Prune trees to retain required height and spread. Unless otherwise directed byArchitect, do not cut tree leaders, and remove only injured or dead branches from floweringtrees, if any. Prune shrubs to retain natural character.G. Remove and replace excessively pruned or misformed stock resulting from improper pruning.H. Guy and stake trees immediately after planting, as indicated.I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply asnecessary for elimination of weeds.3.6SODDING NEW LAWNSA.General: Install lawn sod in all areas designated on the drawings.B.Soil Preparation1.Any sod lawn areas that may have become compacted prior to sodding must be scarifiedto a depth of eight (8) inches by approved means, then finish graded as hereinbeforedescribed.C.Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground isfrozen.D.Sod Placement1.Sod will be brought onto lawn areas by wheeled means with proper protection of sodbeds. Sod layers shall be experienced, or if inexperienced, shall be constantlysupervised by an experienced foreman. The Contractor shall insure that the baseimmediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowanceshall be made for shrinkage. Lay sod with long edges perpendicular to primary slope.2.Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do notoverlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoiddamage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Worksifted soil into minor cracks between pieces; remove excess to avoid smothering ofadjacent grass.3.Sod shall be rolled with a two hundred (200) pound roller after installation to insureproper contact between soil and sod. Final rolling must provide a uniform surface. Afterfinal rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall bebased on uniform, healthy and vigorous growth with no dry or dead spots.4.Add fertilizer "B" at the manufacturer's recommended application rate.E.Water sod thoroughly with a fine spray immediately after planting.F.Sodded Lawn Establishment1.The Contractor shall be responsible for first mowing, subsequent mowings and fertilizingof sod lawn areas until Final Acceptance of the project.2.Mowing shall be done by an approved "reel" type mower. Mower blades shall be set attwo (2) inches high for all mowings.3.Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer asper the Manufacturer's recommended application rate. Verify all methods of application.Contractor shall notify the Architect in writing that the fertilizer applications have occurredand on what dates.3.7 MAINTENANCEA.Begin landscape maintenance immediately after planting. Maintenance shall continue untilProject Final Acceptance.B.Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required forhealthy growth. Restore planting saucers. Tighten and repair stake and guy supports andreset trees and shrubs to proper grades or vertical position as required. Restore or replacedamaged wrappings. Spray as required to keep trees and shrubs free of insects and disease.C.Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operationssuch as tolling, regrading and replanting as required to establish a smooth, acceptable lawn,free of eroded or bare areas.D.Maintain lawns for no less than period stated above, or longer as required to establishacceptable lawn.3.8 CLEANUP AND PROTECTIONA.During landscape work, keep pavements clean and work area in an orderly condition.B.Protect landscape work and materials from damage due to landscape operations, operationsby other contractors and trades, and trespassers. Maintain protection during installation andmaintenance periods. Treat, repair, or replace damaged landscape work as directed.3.9 INSPECTION AND ACCEPTANCEA.When landscape work is completed, including maintenance, Architect will, upon request,make an inspection to determine acceptability.B.When inspected landscape work does not comply with requirements, replace rejected workand continue specified maintenance until reinspected by Architect and found to be acceptable.Remove rejected plants and materials promptly from project site.END OF SECTION E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). G. Filter: Netafim Model DF075-120, 3/4" filter; one per drip zone. H. Air Relief Valve: Netafim Model TLAVRV,2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover and frame - compatible with valve box with provision for locking. D. Drainage backfill - clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum.PART 3 - EXECUTION3.1 GENERAL A. Install system to provide for adequate protection against freeze damage. B. Install system in accordance with approved Contractor design drawings. All deviations from the plans must be approved, and clearly recorded on record drawing. C. Install system and components in strict accordance with manufacturer's recommendations. D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at valve boxes where practical.3.2 SURFACE CONDITIONS A. Examine the areas and conditions under which work will be performed. Notify Contractor of conditions detrimental to timely and proper completion of Section work. Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and notify Architect of any conflict with Section work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner.3.3 SLEEVING A. Sleeving installed by others. Coordinate with other trades.3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per applicable ISPWC Section. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: 1. Main Lines and Sleeving: 18 inches. 2. PVC Laterals: 12 inches. C. Surround lines with 2 inches of clean rock-free material on all sides.3.5 MISCELLANEOUS VALVES A. Install manual drain valves up stream. Install devise at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller.3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit.3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications. Install manual drains. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's recommendations. Use Teflon thread sealant (tape) at all threaded joints. C.Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the pressure loss and provide minimum fluctuation in system operating pressures. Pipe Size Pipe Section Pipe Size Pipe Section 3/4" 0-9 GPM 1 1/2" 26-34 GPM 1" 10-17 GPM 2" 35-50 GPM 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow for tree removal if required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation of flush valves at end of circuit runs. E. Flush Valves: Install flush valve at end of each drip line run.3.8 SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. 1. Install heads at level with mulch 2. Locate part-circle shrubbery heads to maintain a minimum distance of six inches (6") from walls and four inches (4") from other boundaries unless otherwise indicated. Keep overspray to a minimum.3.9 CONTROL WIRE INSTALLATION A. Bury wires beside or below main line pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10') maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch-Lock connectors, or approved.3.10 AUTOMATIC CONTROLLER A. Install on site as approved. Verify location with Owner Representative. B. Install typewritten legend inside controller door.3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: 1. Make necessary provision for thoroughly bleeding the line of air and debris. 2. Before testing, cap all risers, and install all valves. 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. Inspect for leakage. 5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Architect. Contractor shall make notice of test (48) hours in advance. 6. Provide required testing equipment and personnel. 7. Repair leaks, and retest until acceptance by the Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: 1. Clean, adjust, and balance all systems. Verify that: a. Remote control valves are properly balanced; b. Heads are properly adjusted for radius and arc of coverage; c. The installed system is workable, clean and efficient. E. Winterization: Winterize system at the end of first season of system operation. Review procedures with Owner Representative.END OF SECTIONSECTION 32 84 00 - IRRIGATION (PERFORMANCE)PART 1 - GENERAL1.1 CONDITIONS AND REQUIREMENTS: A. General and Supplementary Conditions, and Division 1 General Requirements.1.2 SUMMARY A. Work included: 1. Provide and install a complete and operating automatic irrigation system for all lawn and planting areas. 2. Connect to main water supply at existing site stubout as provided. 3. Sleeving under paved areas (by others) 4. Obtain and pay for all permits and fees for the work of this section. 5. Perform work on a design/construct basis, subject to the requirements of the Contract Documents, applicable codes, and good design practice. 6. Winterization of system.1.3 SUBMITTALS A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: 1. Manufacturer's printed product information and catalog cut sheets for all system components; five copies. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout and details illustrating location and type of head, type and size of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: 1. Record Drawings; reproducible and five prints. 2. Operations and Maintenance information (2 copies), including: a. Information including descriptive details, parts list, specifications, maintenance schedules and procedures for system components. b. Operation, adjustment of system and components instructions. c. Winterization procedures. d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. e. Warranties and guarantees. f. Submit five copies.1.4 GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanship and materials. Within one year after date of Substantial Completion repair or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary lawn and planting which result from the settlement of irrigation trenches for one year after date of Substantial Completion. C. Supply all manufacturer's printed guarantees.1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which this work is being performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. Provide minimum of three references and list of similar projects with owners' names, addresses, and phone numbers, when requested by Owner. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section.1.6 SYSTEM DESCRIPTION A. Design requirements: 1. Minimum water coverage: Planting areas - 85%, Lawn areas - 100% 2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on walks, walls or paved areas is not acceptable. 3. Zoning shall be designed for optimum use of available pressure and efficient distribution for types of plantings and shapes of planting areas. 4. Design pressures: Install pressure regulating equipment as necessary. 5. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall be on main supply line downstream from main shut off valve. 6. Install approved backflow prevention device in conformance with local or prevailing codes, and in approved site location. Provide for drainage without erosive damage.1.7 EXTRA EQUIPMENT A. In addition to installed system, furnish owner with the following: 1. Valve operating key and marker key. 2. Wrench for each sprinkler head cover type. 3. Two (2) sprinkler head bodies of each size and type. 4. Two (2) nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion.PART 2 - PRODUCTS2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent-weld type: 1. Pipe: a. Pressure lines: Schedule 40 solvent weld. b. Lateral lines: Class 200 pvc. c. Sleeving: Class 200 pvc. 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at valves, risers, etc. 3. Risers: Lawn and shrub heads - flexible and damage-resistant plastic "polypipe" riser. 4. Solvent: NSF approved solvent for Type I & II PVC. B. Polyethylene Pipe 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s) where drip tubing is not otherwise used. 2. Fittings: Schedule 80 PVC. 3. Clamps: Stainless Steel. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing.2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. 1. Lawn heads: pop-up type. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company.2.3 AUTOMATIC CONTROL SYSTEM A. General; Furnish low voltage system manufactured expressly for control of automatic circuit valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as indicated. B. Control Enclosure: Manufacturer's standard wall mount with locking cover, complying with NFPA 70. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for manual or automatic operation of each circuit. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip any day in a 7 or 14 day period. E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer of control unit; type AWG-UF, UL approved.2.4 VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, threaded connection with cross type handle designed to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion-resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubbervalve if not connected to potable water. 2. Drip Control Zone Kit: Hunter PCZ-101. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve grouping. D. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100, or approved equal. 2. Size: 3/4 inch. EPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEGEGEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 12345678910111213141516171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2E. DITMARS DR.S. ASTORIA AVE.E. LAKE HAZEL RD.S. ASTORIA PL.PRIVATE ALLEYS. ASTORIA AVE.PRIVATE ALLEYTEN MILE CREEKTEN MILE CREEKTEN MILE CREEKPIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSSSSSSW W S S SS SS SS SS 232425262728293031323334BLOCK 13536BLOCK 13738394041424344524753S. ASTORIA PL.PIRRPIRRPRIVATE ALLEYHGHGHGHGHW HW HW HW HW HW HWHWHWHWHW100' WIDEPRESCRIPTIVEEASEMENT 1 0 0 ' W ID E PR E SCR I P T I V E EA S EM EN T PRIVATE ALLEYTEN MILE CREEK0'30'60'90'SCALE 1" = 30'NORTH 12'3'SETBACK LINE (TYPICAL) ZERO SETBACK LOT LINE (TYPICAL) BUILDING ORIENTATION BUILDING ORIENTATION BUILDING ORIENTATION BUILDING ORIENTATION 3'20' 20' 20' 20' 20' 20' 20'S. ASTORIA PLACEBUILDING ORIENTATION 20' BUILDING ORIENTATIONPRIVA T E A L L E Y ZERO SETBACK LOT LINE (TYPICAL) ZERO SETBACK LOT LINE (TYPICAL) LOT LINE (TYPICAL)DRIVEWAY12' 12' 12' 12' 12' BLOCK 1 34 BLOCK 1 36 BLOCK 1 37 38 35 33 32 31 30 29 28 27 3'3'3'3'3'3'3'3'3'CIVIL INNOVATIONS, PLLC CHECKED BY DRAWN BY DESIGNED BY DWG FILE PROJECT NO. ISSUE DATE SCALE BT BT BT DRIVEWAY AS SHOWN 05/05/2021 SHEET 1 OF 1 20-1029-PS POIEMA SUBDIVISION MERIDIAN, IDAHO 1043 E. PARK BLVD STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comSHARED DRIVEWAY EXHIBIT NORTH CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET 0 502550 GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XX X X X X XXX X XXXXXX XX XXX X X X XX X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX BOISE RANCH GOLF COURSEGIRRAPN:S1404212550XXXXXXXXXXHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW HWHWHWHWHWEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBFEMA:ZONE XFEMA:ZONE APIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRREPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGSDEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2P IRR PIRRPIRRPIRR10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+431 2+ 1 3 . 1 6 2 7 0 9 . 8 0 RC 1 2+ 4 8 . 0 02709.66 RC /BVC11+85.502707.63 VC/PC/GB11+85.502707.42 RC/PC/GB11+84.002707.41 RC11+84.002707.62 VC11+81.272707.39 RC11+49.262707.18 RC11+17.262706.97 RC10+85.002706.76 RC12+15.702707.62 RC12+34.922707.74 RC/PRC/GB12+48.502707.83 RC12+78.292708.03 RC12+87.892708.09 RC/PT/GB12+34.922707.53 LIP/PRC/GB12+31.282707.93 VC/GB12+71.872708.20 VC/GB10+66.002706.43 LIP/PT/GB10+66.002706.72 AC/GB10+66.962706.86 VC10+66.002706.43 LIP/PT/GB10+71.962706.68 RC10+66.632706.85 VCSTORM DRAIN POND NO. 1SEE SHEET C.701 FOR DETAILSACHD STORM DRAINEASEMENT13+09.542708.21 RC13+41.542708.38 RC13+73.542708.55 RC14+05.542708.72 RC14+37.542708.90 RC14+69.542709.07 RC15+01.542709.24 RC/HP15+33.542709.11 RCSEE SHEET C.200 FORE. LAKE HAZEL ROADIMPROVEMENT PLAN12+87.892708.30 VC/PT/GB14+95.032709.41 VC/GB15+01.032708.97 FL15+01.542708.97 FL/HP15+32.042709.33 VC/GB15+01.542709.03 LIP/HP15+26.042708.87 FL15+57.612709.22 VC15+65.542708.98 RC/LP15+94.672709.13 RC15+65.542709.19 VC/LP17+00.132710.00 RC/PT/GB17+00.132710.00 RCINTERSECTION GRADING DETAIL(TRAFFIC CALMING)SEE DETAIL ON SHEET C.20217+25.542710.10 RC17+57.542710.23 RC17+89.542710.36 RC17+72.132710.29 RC17+84.222710.34 RC1 2+ 5 4 . 1 727 0 9 . 6 4 RC / LP 1 0+ 0 0 1 1+ 0 0 2 . 0% 1 1+ 3 1 . 0 52710.30 RB2710.14 RB 1 1+ 0 8 . 0 5 2 7 1 0 . 4 0 RB 1 0+ 8 5 . 0 52710.49 RB 1 0+ 6 2 . 0 52710.59 RB /GB 1 0+ 2 5 . 3 92710.74 RB /GB 1 0+ 2 0 . 0 62710.77 F S 1 2+ 5 7 . 4 4 2 7 1 0 . 8 0 RC /P T /GB 1 1+ 7 6 . 1 6 2 7 0 9 . 9 6 RC 1 1+ 5 3 . 1 62710.06 RC 1 1+ 3 0 . 1 62710.15 RC 1 1+ 0 7 . 1 6 2 7 1 0 . 25 RC10+62.052710.44 RC/GB10+29.592710.82 RC/GB10+24.592710.66 FS1.2%1 0+ 6 2 . 0 5 2 7 1 0 . 39 AC /GB10+21.972710.71 FS10+0011+0012+0013+0014+0015+0016+0017+0018+001.2%0.4%1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' L END CONS T . (MA TCH E X I S T ING )2711.12 RC 1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' R END CONS T . (MA TCH E X I S T ING )2711.33 VC10+52.732710.13 VC/PT/GB10+52.732709.92 RC/PC/GB11+51.522710.32 RC/PC/GB11+51.522710.53 VC/PC/GB1 3+ 0 0 . 7 6271 1 . 1 9 VC /GB 1 2+ 9 3 . 7 6 2 7 1 0 . 6 8 F L 12+37.212707.49 FL12+64.332707.67 FLDI 1ADI 1BSDMH 1ES 1AES 1B DI 2ASDMH 2ES 2ADI 2B15+94.672709.34 VC/PC/GBES 2BE. LAKE HAZEL ROAD16.50'16.50'47.00'16.50'16.50'47.00'16.50'16.50' 47.00'SEE SHEET C.200 FORE. LAKE HAZEL ROADIMPROVEMENT PLAN10+75.572704.40 EG/PC/GB10+75.572704.40 EG/PC/GB10+60.002704.66 FS/EG10+60.002704.70 FS/EG10+60.002704.68 FS/EG10+99.322704.10 EG/PT/LP10+99.322704.10 EG/PT/LP10+99.322704.30 FG/PT/LP0.5%1.3%2.0%1.7%1 6+ 4 0 . 3 427 0 6 . 5 4 EG /PC /BVC 1 6+ 4 0 . 3 42706.54 EG /PC /BVC 1 6+ 9 0 . 3 4 2 7 0 7 . 77 EG / EVC 1 6+ 9 0 . 3 4270 7 . 7 7 EG / EVC 1 7+ 6 4 . 1 52710.20 EP / EG /P T / EVC 1 7+ 6 4 . 1 527 1 0 . 2 0 EP / EG /P T / EVC 1 7+ 0 2 . 2 2 2 7 0 8 . 3 0 EG /PRC /GB 1 7+ 0 2 . 2 2 2 7 0 8 . 3 0 EG /PRC /GB 1 7+ 1 4 . 1 5270 8 . 8 3 EG /BVC 1 7+ 1 4 . 1 5 2 7 0 8 . 8 3 EG /BVC 1 2+ 3 5 . 3 02710.91 VC 1 2+ 5 8 . 7 62710.5 4 F L 1 2+ 5 7 . 4 427 1 0 . 5 9 L IP /P T /GB 1 7+ 8 4 . 1 52710.49 EP /PC /GB 1 7+ 9 6 . 1 5 , 1 2 . 5 0 ' L2710.66 EP / F S 1 7+ 8 4 . 1 52710.54 EP /P T /GB 1 7+ 9 6 . 1 52710.76 EP / F S 70.00'6 0 . 0 0 ' 10+00 11+0012+0013+00R=3 0 'R=3 0 ' 2 0 . 0 0 ' 1 0 ' 20.00'10'10+75.572704.60 FG/PC/GB1.0%2 . 0% 2 . 0% 2.0%2.0%2.0%2.0% 1 8+ 1 7 . 6 5 10+0011+0012+0013+0014+ 0 0 1 5+ 0 0 1 6+ 0 0 1 7+ 0 0 1 8+ 0 0 2.0%2.0%R=300'R=300'R=30'1.7%E. DITMARS DR.S. ASTORIA PL.20' WIDE GRAVEL ACCESS ROADSEE DETAIL SHEET FOR DETAILSPOND NO. 1STORM DRAIN POND NO. 2SEE SHEET C.702 FOR DETAILSACHD STORM DRAINEASEMENTS. ASTORIA AVE.FIRE ACCESS ROAD11555744448810 99111111R=30', TYP.4441 3+ 2 7 . 4 72711.08 RC 2 0 . 0 0 ' 1 0 '13121.5%1.0%1.7%866PRIVATE ALLEY1 2+ 5 2 . 2 5 2 7 1 0 . 9 9 VC /GBD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.201 (STREET AND STORM DRAIN PLAN).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.201STREET AND STORM DRAIN PLAN3 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 = 2707.4112" INV OUT (W) = 2704.16INSTALL 29.34 LF 12" PVC (C-900) @ 0.34% 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+87.63, 26.01' RT, S. ASTORIA AVE.SHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2707.19 (MATCH FINISHED GRADE)12" INV IN (E) = 2704.0312" INV OUT (W) = 2704.03 (FOREBAY)12" INV OUT (N) = 2704.69 (OVERFLOW TO PRIMARY)SUMP ELEV = 2702.03INSTALL 9.96 LF 12" PVC (SDR-35) @ 0.30% TO ES 1A (FOREBAY)INSTALL 18.68 LF 12" PVC (SDR-35) @ 6.37% 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 = 2707.6212" INV IN (E) = 2704.0612" INV OUT (W) = 2704.06INSTALL 9.01 LF 12" PVC (SDR-35) @ 0.33% 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 POND NO. 2SDMH 2CLSTA. 15+65.54, 28.50' RT, S. ASTORIA AVE.SHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2709.10 (MATCH FINISHED GRADE)12" INV IN (E) = 2705.7812" INV OUT (S) = 2705.78 (FOREBAY)12" INV OUT (W) = 2706.60 (OVERFLOW TO PRIMARY)SUMP ELEV = 2703.78INSTALL 27.16 LF 12" PVC (SDR-35) @ 1.03% TO ES 2A (FOREBAY)INSTALL 38.61 LF 12" PVC (SDR-35) @ 4.14% TO ES 2B (PRIMARY)DI 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 10.67 LF 12" PVC (SDR-35) @ 1.03% TO SDMH 2Q(25) = 1.21 cfsQ(100) = 1.69 cfsMATCH LINE - SEE SHEET C.202MATCH LINE - SEE SHEET C.202ES 1BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2703.50ES 2AEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2705.50ES 2BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2705.00CONSTRUCTION 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 8' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.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.12 POIEMA 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 LOT 1, 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. ____-______, RECORDS OF ADA COUNTY, IDAHO. 11.LOT 53, BLOCK 1 AND 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, RECORDED AS INSTRUMENT NO. ______-_________, RECORDS OF ADA COUNTY, IDAHO. 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. 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 20C.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, IDAHOD:\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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.4018 OF 20C.600C.6016 OF 20C.500STREET DETAILS3 OF 20C.201STREET PROFILES7 OF 20C.501C.7004 OF 20STORM DRAIN DETAILSC.701 5 OF 20C.40014 OF 20WATER PLAN15 OF 2012 OF 2013 OF 20E. LAKE HAZEL ROAD - IMPROVEMENT PLAN1 OF 20C.100TITLE SHEET AND CONSTRUCTION NOTESSTREET AND STORM DRAIN PLANC.202STREET PROFILESSEWER PLAN AND PROFILESEWER PLAN AND PROFILESC.702C.402WATER PLANIRRIGATION PLANIRRIGATION PLAN16 OF 2017 OF 2011 OF 2010 OF 2018 OF 2020 OF 20EXISTING 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 20DEVELOPERDEVCO, LLCCONTACT: JIM CONGER4824 W. FAIRVIEW AVE.BOISE, ID 83706PHONE: (208) 336-5355EMAIL: JCONGER@CONGERGROUP.COMC.300GRADING PLANC.301GRADING PLANSTORM DRAIN DETAILSC.70319 OF 20STORM DRAIN DETAILS GIRRGIRRGIRRGIRRGIRRGIRRGIRRRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWX X X X X X XGIRR GIRRGIRRGIRRXXXXXHW HW HW HWHWHW EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBTOBTOBTOBTOBGIRRTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRREPEPEPEPEPEPEPEP E P EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC1BLOCK 215+0016+0017+0018+0019+0019+43270427072706270527052703270327042704270527062707270327042704270627052705270617+50.00, 17.00' L2704.50 EP/GB17+50.00, 0.00'2704.98 AC/GB2.8%17+00.00, 17.00' L2704.84 EP17+00.00, 0.00'2705.24 AC2.4%16+50.00, 17.00' L2705.17 EP16+50.00, 0.00'2705.63 AC2.7%16+00.00, 17.00' L2705.51 EP16+00.00, 0.00'2705.92 AC2.4%15+50.00, 0.00'2706.24 AC2.3%15+00.00, 0.00'2706.61 AC14+50.00, 0.00'2706.93 AC14+00.51, 17.00' L2706.85 EP/AP/GB14+00.51, 0.00'2707.19 AC15+50.00, 17.00' L2705.84 EP15+00.00, 17.00' L2706.18 EP14+50.00, 17.00' L2706.52 EP2.5%2.4%5514+01.05, 30.00' L2704.78 FL/HP14+01.13, 32.00' L2704.78 FL/HP2706.79 FG/GB14+01.13, 52.00' L2707.04 FS/HP14+01.13, 60.00' L2707.18 FS/HP2707.00 FG/GB14+01.13, 85.00' L2707.68 FG/HP32.0%32.0%32.0%32.0%32.0%32.0%2707.35 FG/GB2706.85 FS2706.71 FS2706.67 FG1.8%2.0%32.0%2707.02 FG/GB2706.52 FS2706.38 FS2706.34 FG1.8%2.0%32.0%2706.68 FG/GB2706.18 FS2706.04 FS2706.00 FG1.8%2.0%2706.35 FG/GB2705.85 FS2705.71 FS2705.67 FG1.8%2.0%2706.01 FG/GB2705.51 FS2705.37 FS2705.33 FG1.8%2.0%17+50.00, 50.00' L2704.66 FG/GB17+50.00, 52.00' L2704.70 FS/GB17+50.00, 60.00' L2704.84 FS/GB17+50.00, 85.00' L2705.34 FG/GB1.8%2.0%17+86.89, 32.00' L2702.37 FL/GB17+86.89, 30.00' L2702.37 FL/GB17+50.00, 32.00' L2702.44 FL/GB17+50.00, 30.00' L2702.44 FL/GB2704.44 EG2705.11 EG2704.78 EG2705.45 EG2705.78 EG2706.12 EG2706.46 EG2704.12 FL2704.12 FL2704.45 FL2704.45 FL2703.78 FL2703.78 FL2703.45 FL2703.45 FL2703.11 FL2703.11 FL2702.78 FL2702.78 FL20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%0.7%2705.18 FS2705.04 FS2705.00 FG1.8%2705.68 FG/GB32%18+06.89, 85.00' L2705.22 FG/GB0.7%0.7%0.2%0.2%0.2%20.0%12.3%18+66.89, 30.00' L2702.20 FL/GB18+66.89, 32.00' L2702.20 FL/GB18+97.70, 30.00' L2702.14 FL/GB18+97.70, 32.00' L2702.14 FL/GB 20.0%12.3%12.1%7.6%6.6%18+26.89, 60.00' L=10+60.00, 0.0' R2704.68 FS2704.77 FS2704.63 FS2704.59 FG1.8%2704.56 FS1.8%2704.65 FS2704.51 FS2704.47 FG/GB2704.72 FS2704.66 FS2.0%2.0%11.3%1.5%1.7%2.0%0.5%1.5%1.5%1.8%1.7%1.5%0.6%1.4%1.4%2.1%2.1%18+26.89, 17.00' L2704.34 AC17+86.89, 17.00' L2704.43 EP/PC18+66.89, 17.00' L2704.26 EP/PC0.2%0.2%0.2%0.2%2704.37 EG2704.37 AC2704.31 AC2704.53 FG/GB2704.57 FS2704.52 FS2.0%6.4%1.8 %1.3%1.0%1.7%2704.22 FS2704.22 FS 18+26.89, 52.00' L=10+52.00, 0.0' R2704.54 FS18+16.89, 47.00' L2704.48 EP/PT/GB18+12.27, 31.00' L2704.12 EP/FL/GB18+41.51, 31.00' L2704.12 EP/FL/GB0.6%1.1%1.1%1.4%1.8%1 .0%0.5%18+26.89, 0.00'2704.73 AC18+00.00, 0.00'2704.80 AC17+86.89, 0.00'2704.84 AC2.4%2.3%2.2%18+50.00, 0.00'2704.66 AC18+41.51, 0.00'2704.69 AC2.4%2.0%2.1%6.2%6.9%11.7%2.2%2.1%1.7%19+31.08, 17.68' L(MATCH EXIST.)2704.14 EP19+31.08, 15.00' L(MATCH EXIST.)2704.20 AC18+66.89, 0.00'2704.61 AC18+97.73, 17.00' L2704.20 EP/AP/GB18+97.73, 15.00' L(MATCH EXIST.)2704.27 AC2704.20 EP18+97.73, 0.00'(MATCH EXIST.)2704.53 AC2.0%2.0%2.0%1.5%19+19.94, 31.45' L2704.18 FG/GB19+23.42, 20.52' L2704.09 EG/GB0.8%0.7%19+02.53, 52.00' L2704.39 FS/GB2704.60 FS2704.46 FS2704.42 FG1.8%19+02.53, 60.00' L2704.53 FS/GB2704.35 FG2704.36 FG1.8%19+04.16, 60.87' L2704.42 FS/GB0.7%0.4%6%8.7%2.1%11.6%19. 6 %18+26.89, 75.57' L=10+75.57, 0.0'R2704.60 FG/PC/GB18+20.05, 97.95' L=10+99.32, 0.0'R2704.30 FG/PT/GB270418+89.98, 87.31' L2704.64 FS/GB15.00'0.2%0.2%0.7%0.7%0.2%7.1%8.3%9.2%10.4%10.1%11.0%8.6%11.1%11.6%32%2705.10 FG/GB18+41.89, 85.00' L2705.15 FG/GB18+85.67, 85.00' L2705.06 FS/GB1.7%0.7%1.4%2704.20 EG2704.14 EG2704.14 EG27030.7%0.7%0.7%0.7%0.2%0.2%0.2%2704.74 FS2704.70 FS2704.64 FS52704.40 FS2704.54 FS18+16.89, 75.57' L2704.40 EG/PC/GB18+36.89, 75.57' L2704.40 EG/PC/GB18+11.76, 92.35' L2704.10 EG/PT/GB2.0%18+28.34, 103.54' L2704.10 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, 47.00' L2704.45 EP/PT/GBE. LAKE HAZEL ROAD11111117.00'33.00' 3.00'10.00'18.00'2' 35.00' 2'8.00'25.00'BORROW DITCH, TYPICALINSTALL BORROW DITCH WITH CONTINUOUSSAND TRENCH PER ACHD STORMWATERDESIGN GUIDELINES STD. DWG. DETAIL 05,SEE DETAIL ON DETAIL SHEET.132704.42 FS RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOEGIRRGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRGIRRTOBT O B TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRREPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPEPEGEGEGEGEGEGHWHWHWHW SCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC1BLOCK 1210+0011+0012+0013+0014+0015+0010+0011+0027062707270527062704270727072707270627052705270627072707270627052705270615+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 AC13+00.00, 0.00'2707.19 AC12+00.00, 0.00'2706.76 AC12+00.00, 33.71' L2705.74 EP11+96.51, 36.00' L2705.72 FS11+98.83, 36.82' L2705.61 FL/EG14+00.00, 17.04' L2706.85 EP14+00.51, 17.00' L2706.85 EP/AP/GB2.0%14+00.51, 0.00'2707.19 AC15+00.00, 17.00' L2706.18 EP14+50.00, 17.00' L2706.52 EP13+50.00, 21.21' L2706.57 EP13+00.00, 25.38' L2706.29 EP12+50.00, 29.54' L2706.02 EP2.5%2.4%3.2%3.5%3.2%3.0%2.8%3.0%1.0%2705.72 FS1.0%1.0%1.0%1. 3%1.1%1.1%1.8%1.8 %1.5%1.3%2.0%2.0%2706.17 FL2706.29 FL2706.29 FL2706.17 FL10+98.51, 36.00' L2706.19 VC10+93.51, 36.00' L2705.72 FS2705.77 FS2705.72 FS10+91.11, 36.63' L2705.61 FL/EG10+50.00, 26.48' L2706.00 EP10+00.21, 17.87' L(MATCH EXIST.)2706.31 EP10+00.21, 14.40' L(MATCH EXIST.)2706.34 AC12+50.00, 0.00'2706.97 AC11+28.51, 66.96' L=10+66.96, 16.50'L2706.86 VC11+45.01, 66.00' L= 10+66.00, 0.00'R 2706.72 AC 11+30.51, 66.00' L= 10+66.00, 14.50'L 2706.43 LIP/PT/GB 11+28.51, 71.96' L=10+71.96, 16.50'L2706.68 RC2706.47 LIP 2706.44 LIP11+61.51, 66.63' L= 10+66.63, 16.50'R 2706.85 VC 11+59.51, 66.00' L= 10+66.00, 14.50'R 2706.43 LIP/PT/GB 665510+72.32, 41.50' L2703.78 FG/GB11+45.01, 0.00' L=10+00.00, 0.0'R2706.68 AC11+45.01, 14.40' L=10+14.40, 0.0'R2706.52 AC2706.09 FS11+45.01, 34.00' L=10+34.00, 0.0'R2706.24 AC/GB7112.0%6.7%11+91.51, 52.00' L2706.51 FS/GB11+91.51, 60.00' L2706.65 FS/GB1.8%2.0%11+91.51, 85.00' L2707.15 FG/GB1.8%12+80.97, 40.01' L2704.12 FL/GB12+81.13, 42.00' L2704.12 FL/GB2.9%20.0%32.2%20.1%20.1%14+01.05, 30.00' L2704.78 FL/HP14+01.13, 32.00' L2704.78 FL/HP2706.79 FG/GB14+01.13, 52.00' L2707.04 FS/HP14+01.13, 60.00' L2707.18 FS/HP1.8%2.0%2707.00 FG/GB14+01.13, 85.00' L2707.68 FG/HP32.0%32.0%32.0%32.0%2707.55 FG/GB2707.42 FG/GB2707.30 FG/GB2707.17 FG/GB2707.05 FS2706.91 FS2706.87 FG2706.92 FS2706.78 FS2706.74 FG2706.80 FS2706.66 FS2706.62 FG0.3%11+91.51, 50.00' L2706.47 FG/GB1.8%2.0%1.8%2.0%1.8%2.0%2.0%6.6%32.7%21.0%30.6%11.0%7.0%32.5%2.0%1.4%1.8%3.5%3.3%10+12.49, 31.16' L2704.16 FG/GB10+12.49, 41.50' L2704.16 FG/GB9.5%25.0%25.0%10+98.51, 50.00' L2706.47 FG/GB10+98.51, 52.00' L2706.51 FS/GB10+98.51, 60.00' L2706.65 FS/GB10+98.51, 85.00' L2707.15 FG/GB1.8%2.0%2.0%2707.31 FG/GB2706.81 FS2706.67 FS2706.63 FG1.8%2.0%10+03.34, 52.00' L2706.83 FS/GB10+03.34, 60.00' L2706.97 FS/GB1.8%2.0%10+03.34, 85.00' L2707.47 FG/GB10+03.34, 50.00' L2706.79 FG/GB32.0%2707.35 FG/GB2706.85 FS2706.71 FS2706.67 FG1.8%2.0%32.0%2707.02 FG/GB2706.52 FS2706.38 FS2706.34 FG1.8%2.0%2706.12 EG2706.46 EG2706.51 EG2706.23 EG2705.95 EG2705.70 EG/GB2704.12 FL2704.12 FL2704.45 FL2704.45 FL20.0%12.3%20.0%12.3%12.3%17.3%20.1%20.0%0.6%0.7%2707.67 FG/GB2707.18 FS2707.04 FS2707.00 FG2706.67 FS2706.53 FS2706.49 FG2.0%1.8%0.7%0.3%0.6%0.6%2706.12 EG0.6%0.6%0.7%0.7%1.1%0.3%0.3%0.3%0.3%0.3%0.3%0.7%11+91.51, 36.00' L2706.19 VC/PC/GB2705.77 FS/GB31.2%10.4%2705.00 FL/GB13.2%2705.00 FL/GB1111111111+00.00, 14.40' L2706.43 AC10+50.00, 14.40' L(MATCH EXIST.)2706.36 AC3.1%44BCR=30'BCR=30'E. LAKE HAZEL ROAD3.00'10.00'2'3.00'8.00'BORROW DITCH, TYPICALINSTALL BORROW DITCH WITH CONTINUOUSSAND TRENCH PER ACHD STORMWATERDESIGN GUIDELINES STD. DWG. DETAIL 05,SEE DETAIL ON DETAIL SHEET.2705.70 EG/GB0.6%0.6%0.6%0.6%D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.200 (E. LAKE HAZEL RD).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.200E. LAKE HAZEL ROAD - IMPROVEMENT PLAN2SCALE: 1" = 1E. LAKE HAZEL ROAD - IMPROVEMENT PLAN20' - 0" HORIZONTALHORIZONTAL SCALE IN FEET02040102030NORTHCIVIL INNOVATIONSCONSTRUCTION KEY NOTES14INSTALL 5' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, AND TACTILEWARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.11REMOVE 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.7INSTALL CURB TERMINUS PER ISPWC SD-707.65INSTALL 8' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.CL ELEV.CL STA.10+03.342706.4810+50.00ELEV.2706.97SOUTH BW2706.572706.8110+98.512706.582706.6511+91.512706.732706.6512+00.002706.762706.6712+50.002706.972706.8011+50.002706.69NA13+00.002707.202706.9211+00.002706.592706.66E. LAKE HAZEL RD. SIDEWALK ELEVATION TABLECL ELEV.CL STA.ELEV.WEST BW13+50.002707.262707.0514+00.002707.212707.1814+01.132707.202707.1814+50.002706.932706.8515+50.002706.252706.1816+00.002705.932705.8516+50.002705.632705.5115+00.002706.612706.52NOTE: SIDEWALK ELEVATIONS SHALL BEA MAX. OF ±0.5 FEET FROM CENTERLINEELEVATION OF E. LAKE HAZEL RD.MATCHLINESEE ABOVE MATCHLINE SEE BELOW17+00.002705.252705.18CL ELEV.CL STA.ELEV.WEST BW17+50.002704.992704.8418+00.002704.822704.7418+50.002704.682704.6419+00.002704.542704.5419+02.532704.542704.53SEE SHEET C.201 FOR CONTINUATIONSEE SHEET C.201 FOR CONTINUATIONINSTALL REMOVABLE BOLLARDS.13 GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XX X X X X XXX X XXXXXX XX XXX X X X XX X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX BOISE RANCH GOLF COURSEGIRRAPN:S1404212550XXXXXXXXXXHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW HWHWHWHWHWEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBFEMA:ZONE XFEMA:ZONE APIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRREPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGSDEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2P IRR PIRRPIRRPIRR10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+431 2+ 1 3 . 1 6 2 7 0 9 . 8 0 RC 1 2+ 4 8 . 0 02709.66 RC /BVC11+85.502707.63 VC/PC/GB11+85.502707.42 RC/PC/GB11+84.002707.41 RC11+84.002707.62 VC11+81.272707.39 RC11+49.262707.18 RC11+17.262706.97 RC10+85.002706.76 RC12+15.702707.62 RC12+34.922707.74 RC/PRC/GB12+48.502707.83 RC12+78.292708.03 RC12+87.892708.09 RC/PT/GB12+34.922707.53 LIP/PRC/GB12+31.282707.93 VC/GB12+71.872708.20 VC/GB10+66.002706.43 LIP/PT/GB10+66.002706.72 AC/GB10+66.962706.86 VC10+66.002706.43 LIP/PT/GB10+71.962706.68 RC10+66.632706.85 VCSTORM DRAIN POND NO. 1SEE SHEET C.701 FOR DETAILSACHD STORM DRAINEASEMENT13+09.542708.21 RC13+41.542708.38 RC13+73.542708.55 RC14+05.542708.72 RC14+37.542708.90 RC14+69.542709.07 RC15+01.542709.24 RC/HP15+33.542709.11 RCSEE SHEET C.200 FORE. LAKE HAZEL ROADIMPROVEMENT PLAN12+87.892708.30 VC/PT/GB14+95.032709.41 VC/GB15+01.032708.97 FL15+01.542708.97 FL/HP15+32.042709.33 VC/GB15+01.542709.03 LIP/HP15+26.042708.87 FL15+57.612709.22 VC15+65.542708.98 RC/LP15+94.672709.13 RC15+65.542709.19 VC/LP17+00.132710.00 RC/PT/GB17+00.132710.00 RCINTERSECTION GRADING DETAIL(TRAFFIC CALMING)SEE DETAIL ON SHEET C.20217+25.542710.10 RC17+57.542710.23 RC17+89.542710.36 RC17+72.132710.29 RC17+84.222710.34 RC1 2+ 5 4 . 1 727 0 9 . 6 4 RC / LP 1 0+ 0 0 1 1+ 0 0 2 . 0% 1 1+ 3 1 . 0 52710.30 RB2710.14 RB 1 1+ 0 8 . 0 5 2 7 1 0 . 4 0 RB 1 0+ 8 5 . 0 52710.49 RB 1 0+ 6 2 . 0 52710.59 RB /GB 1 0+ 2 5 . 3 92710.74 RB /GB 1 0+ 2 0 . 0 62710.77 F S 1 2+ 5 7 . 4 4 2 7 1 0 . 8 0 RC /P T /GB 1 1+ 7 6 . 1 6 2 7 0 9 . 9 6 RC 1 1+ 5 3 . 1 62710.06 RC 1 1+ 3 0 . 1 62710.15 RC 1 1+ 0 7 . 1 6 2 7 1 0 . 25 RC10+62.052710.44 RC/GB10+29.592710.82 RC/GB10+24.592710.66 FS1.2%1 0+ 6 2 . 0 5 2 7 1 0 . 39 AC /GB10+21.972710.71 FS10+0011+0012+0013+0014+0015+0016+0017+0018+001.2%0.4%1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' L END CONS T . (MA TCH E X I S T ING )2711.12 RC 1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' R END CONS T . (MA TCH E X I S T ING )2711.33 VC10+52.732710.13 VC/PT/GB10+52.732709.92 RC/PC/GB11+51.522710.32 RC/PC/GB11+51.522710.53 VC/PC/GB1 3+ 0 0 . 7 6271 1 . 1 9 VC /GB 1 2+ 9 3 . 7 6 2 7 1 0 . 6 8 F L 12+37.212707.49 FL12+64.332707.67 FLDI 1ADI 1BSDMH 1ES 1AES 1B DI 2ASDMH 2ES 2ADI 2B15+94.672709.34 VC/PC/GBES 2BE. LAKE HAZEL ROAD16.50'16.50'47.00'16.50'16.50'47.00'16.50'16.50' 47.00'SEE SHEET C.200 FORE. LAKE HAZEL ROADIMPROVEMENT PLAN10+75.572704.40 EG/PC/GB10+75.572704.40 EG/PC/GB10+60.002704.66 FS/EG10+60.002704.70 FS/EG10+60.002704.68 FS/EG10+99.322704.10 EG/PT/LP10+99.322704.10 EG/PT/LP10+99.322704.30 FG/PT/LP0.5%1.3%2.0%1.7%1 6+ 4 0 . 3 427 0 6 . 5 4 EG /PC /BVC 1 6+ 4 0 . 3 42706.54 EG /PC /BVC 1 6+ 9 0 . 3 4 2 7 0 7 . 77 EG / EVC 1 6+ 9 0 . 3 4270 7 . 7 7 EG / EVC 1 7+ 6 4 . 1 52710.20 EP / EG /P T / EVC 1 7+ 6 4 . 1 527 1 0 . 2 0 EP / EG /P T / EVC 1 7+ 0 2 . 2 2 2 7 0 8 . 3 0 EG /PRC /GB 1 7+ 0 2 . 2 2 2 7 0 8 . 3 0 EG /PRC /GB 1 7+ 1 4 . 1 5270 8 . 8 3 EG /BVC 1 7+ 1 4 . 1 5 2 7 0 8 . 8 3 EG /BVC 1 2+ 3 5 . 3 02710.91 VC 1 2+ 5 8 . 7 62710.5 4 F L 1 2+ 5 7 . 4 427 1 0 . 5 9 L IP /P T /GB 1 7+ 8 4 . 1 52710.49 EP /PC /GB 1 7+ 9 6 . 1 5 , 1 2 . 5 0 ' L2710.66 EP / F S 1 7+ 8 4 . 1 52710.54 EP /P T /GB 1 7+ 9 6 . 1 52710.76 EP / F S 70.00'6 0 . 0 0 ' 10+00 11+0012+0013+00R=3 0 'R=3 0 ' 2 0 . 0 0 ' 1 0 ' 20.00'10'10+75.572704.60 FG/PC/GB1.0%2 . 0% 2 . 0% 2.0%2.0%2.0%2.0% 1 8+ 1 7 . 6 5 10+0011+0012+0013+0014+ 0 0 1 5+ 0 0 1 6+ 0 0 1 7+ 0 0 1 8+ 0 0 2.0%2.0%R=300'R=300'R=30'1.7%E. DITMARS DR.S. ASTORIA PL.20' WIDE GRAVEL ACCESS ROADSEE DETAIL SHEET FOR DETAILSPOND NO. 1STORM DRAIN POND NO. 2SEE SHEET C.702 FOR DETAILSACHD STORM DRAINEASEMENTS. ASTORIA AVE.FIRE ACCESS ROAD11555744448810 99111111R=30', TYP.4441 3+ 2 7 . 4 72711.08 RC 2 0 . 0 0 ' 1 0 '13121.5%1.0%1.7%866PRIVATE ALLEY1 2+ 5 2 . 2 5 2 7 1 0 . 9 9 VC /GBD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.201 (STREET AND STORM DRAIN PLAN).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.201STREET AND STORM DRAIN PLAN3 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 = 2707.4112" INV OUT (W) = 2704.16INSTALL 29.34 LF 12" PVC (C-900) @ 0.34% 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+87.63, 26.01' RT, S. ASTORIA AVE.SHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2707.19 (MATCH FINISHED GRADE)12" INV IN (E) = 2704.0312" INV OUT (W) = 2704.03 (FOREBAY)12" INV OUT (N) = 2704.69 (OVERFLOW TO PRIMARY)SUMP ELEV = 2702.03INSTALL 9.96 LF 12" PVC (SDR-35) @ 0.30% TO ES 1A (FOREBAY)INSTALL 18.68 LF 12" PVC (SDR-35) @ 6.37% 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 = 2707.6212" INV IN (E) = 2704.0612" INV OUT (W) = 2704.06INSTALL 9.01 LF 12" PVC (SDR-35) @ 0.33% 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 POND NO. 2SDMH 2CLSTA. 15+65.54, 28.50' RT, S. ASTORIA AVE.SHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2709.10 (MATCH FINISHED GRADE)12" INV IN (E) = 2705.7812" INV OUT (S) = 2705.78 (FOREBAY)12" INV OUT (W) = 2706.60 (OVERFLOW TO PRIMARY)SUMP ELEV = 2703.78INSTALL 27.16 LF 12" PVC (SDR-35) @ 1.03% TO ES 2A (FOREBAY)INSTALL 38.61 LF 12" PVC (SDR-35) @ 4.14% TO ES 2B (PRIMARY)DI 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 10.67 LF 12" PVC (SDR-35) @ 1.03% TO SDMH 2Q(25) = 1.21 cfsQ(100) = 1.69 cfsMATCH LINE - SEE SHEET C.202MATCH LINE - SEE SHEET C.202ES 1BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2703.50ES 2AEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2705.50ES 2BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2705.00CONSTRUCTION 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 8' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.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.12 HGHGHGHGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X X X X XXXXX XX X X XXX XX XX XX X X X X XXXXXX X HWHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1 0 0 ' W ID E PR E SCR I P T I V E EA S EM EN T FEMA:ZONE XFEMA:ZONE APIRR P IRR PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSDEPEPEGEGEGEGEGEGEGEG16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2P IRR PIRRPIRRPIRRPIRRPIRR1 2+ 1 3 . 1 62709.80 RC 1 2+ 7 3 . 8 0 2 7 0 9 . 9 2 RB 1 2+ 4 8 . 0 0 2 7 0 9 . 66 RC /BVC 1 2+ 5 4 . 1 72709.79 RB / LP 27 1 1 15+65.542708.98 RC/LP15+94.672709.13 RC15+65.542709.19 VC/LP17+00.132710.00 RC/PT/GB17+00.132710.00 RCINTERSECTION GRADING DETAIL(TRAFFIC CALMING)SEE DETAIL ON SHEET C.20217+25.542710.10 RC17+57.542710.23 RC17+89.542710.36 RC18+21.542710.49 RC18+53.542710.62 RC18+85.542710.74 RC19+46.63, 17.47' L2711.01 RC19+16.792710.87 RC/GB19+17.54, 16.50' L2710.87 RC19+67.06, 29.40' L2711.14 RC19+68.64, 31.12' L2711.15 RC/PT/GB17+72.132710.29 RC17+84.222710.34 RC1 2+ 9 8 . 0 02710.45 RB / EVC 1 2+ 5 0 . 8 02709.80 RB 1 2+ 5 4 . 1 72709.64 RC / LP 12+98.00 2710.30 RC/EVC 1 2+ 4 8 . 0 0 2 7 0 9 . 8 1 RB /BVC 13+09.73 2710.65 RC/GB 19+16.792710.87 RC/PC/GB1 3+ 0 9 . 7 32710.80 RB /GB 1 9+ 3 6 . 7 4 , 3 5 . 0 3 ' R27 1 1 . 0 1 RC /PRC /GB 2 0+ 0 8 . 8 2 , 4 6 . 7 1 ' R 2 7 1 1 . 2 1 RC 2 0+ 4 5 . 7 5 , 0 . 0 0 '2711.71 RC /HP 1 9+ 9 7 . 7 5 , 0 . 0 0 ' 2 7 1 2 . 0 0 AC /P T /GB19+38.16, 0.00'2711.23 AC/PC/GB1 3+ 7 1 . 9 3 1 0+ 0 0 1 1+ 0 0 1 2+ 0 0 1 3+ 0 019+88.94, 51.50' L2711.41 FS19+90.18, 55.78' L2711.71 RC20+20.70, 152.24' L2712.14 RC20+22.55, 156.88' L2711.95 FS19+74.70, 42.89' L2711.30 FS/RB19+82.79, 67.17' L2711.86 RB/GB19+80.87, 61.92' L2711.73 RB/PT/GB19+82.08, 48.28' L2711.36 FS19+84.45, 55.62' L2711.53 FS/PT19+78.32, 54.89' L2711.56 RB19+87.11, 81.78' L2711.93 RB19+94.60, 121.89' L2712.12 RB20+03.97, 164.28' L2712.31 RB0.4%0.4% 0.8% 0.4 %2.6%2.3%1.1%3.3%1.3%2.0%2.0%13+24.46 2711.09 RC/GB2.8%3.0%0.4% 0.4%2.0%2.0%1 3+ 2 8 . 0 4 2 7 1 1 . 1 0 F S 2 . 0% 2 . 0% 2 . 0% 2 . 0% 2 . 0% 1 2+ 2 7 . 8 0 2 7 0 9 . 8 9 RB 1 2+ 0 4 . 8 0 2 7 0 9 . 9 9 RB 1 1+ 3 1 . 0 5 2 7 1 0 . 3 0 RB 1 1+ 6 7 . 9 3 2 7 1 0 . 14 RB 1 1+ 0 8 . 0 52710.40 RB 1 0+ 8 5 . 0 52710.49 RB 1 0+ 6 2 . 0 5 2 7 1 0 . 5 9 RB /GB 1 0+ 2 5 . 3 92710.74 RB /GB 1 0+ 2 0 . 0 6 2 7 1 0 . 7 7 F S 1 2+ 5 7 . 4 42710.80 RC /P T /GB 1 1+ 7 6 . 1 62709.96 RC 1 1+ 5 3 . 1 62710.06 RC 1 1+ 3 0 . 1 6 2 7 1 0 . 1 5 RC 1 1+ 0 7 . 1 62710.25 RC10+62.052710.44 RC/GB10+29.592710.82 RC/GB10+24.592710.66 FS1.2%1 0+ 6 2 . 0 5 2 7 1 0 . 39 AC /GB10+21.972710.71 FS1 3+ 1 8 . 3 527 1 1 . 0 4 RB /GB 13+29.46 2711.03 FS20+52.7516+0017+0018+0019+0020+001 3+ 2 3 . 3 5 2 7 1 1 . 1 7 F S 1.2%0.4%1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' L END CONS T . (MA TCH E X IS T ING ) 2 7 1 1 . 12 RC 1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' R END CONS T . (MA TCH E X I S T ING )2711.33 VCDI 3SDMH 3ES 3BES 3APRIVATE STORM DRAINPOND NO. 3SEE SHEET C.703 FOR DETAILS10+52.732710.13 VC/PT/GB10+52.732709.92 RC/PC/GB11+51.522710.32 RC/PC/GB11+51.522710.53 VC/PC/GB1 3+ 0 0 . 7 62711.19 VC /GB 1 2+ 9 3 . 7 62710.68 F L DI 2ASDMH 2ES 2ADI 2B15+94.672709.34 VC/PC/GBES 2B16.50'16.50'47.00'16.50'16.50' 47.00' 1 6+ 4 0 . 3 42706.54 EG /PC /BVC 1 6+ 9 0 . 3 42707.77 EG /EVC 1 7+ 6 4 . 1 5 2 7 1 0 . 2 0 EP / EG /P T / EVC 1 7+ 6 4 . 1 52710.20 EP /EG /P T / EVC 1 7+ 0 2 . 2 2 2 7 0 8 . 3 0 EG /PRC /GB 1 7+ 1 4 . 1 52708.83 EG /BVC 1 7+ 1 4 . 1 52708.83 EG /BVC 1 2+ 3 5 . 3 027 1 0 . 9 1 VC 1 2+ 5 8 . 7 6271 0 . 5 4 F L 1 2+ 5 7 . 4 4 2 7 1 0 . 5 9 L IP /P T /GB 1 7+ 8 4 . 1 527 1 0 . 4 9 EP /PC /GB 1 7+ 9 6 . 1 5 , 1 2 . 5 0 ' L 2 7 1 0 . 66 EP / F S 1 7+ 8 4 . 1 5 2 7 1 0 . 5 4 EP /P T /GB 1 7+ 9 6 . 1 527 1 0 . 7 6 EP / FS 70.00'6 0 . 0 0 ' 10+00 11+0012+0013+00R=3 0 'R=3 0 ' 2 0 . 0 0 ' 1 0 ' 2 . 0% 1 8+ 1 7 . 6 5 1 7+ 0 0 1 8+ 0 0 R=300'R=300'E. DITMARS DR.S. ASTORIA PL.STORM DRAIN POND NO. 2SEE SHEET C.702 FOR DETAILSACHD STORM DRAINEASEMENT4446109920' WIDE PAVED DRIVEWAYSEE DETAIL SHEET FOR DETAILS44 41 3+ 2 7 . 4 7 2 7 1 1 . 0 8 RC 2 0 . 0 0 ' 1 0 '1.5%1.0%1.7%8 PRIVATE ALLEY1 2+ 5 2 . 2 5271 0 . 9 9 VC /GBSDSDSDSDSD16+0017+0010+00 15+33.542709.11 RC15+32.042709.33 VC/GB15+57.612709.22 VC15+65.542708.98 RC/LP15+94.672709.13 RC15+65.542709.19 VC/LP17+00.132710.00 RC/PT/GB17+00.132710.00 RC/GB17+25.542710.10 RC10+52.732710.13 VC/PT/GB10+52.732709.92 RC/PC/GBDI 2ASDMH 2ES 2ADI 2BES 2BE. DITMARS DR.16+87.692709.93 RC/PRC/GB16+79.402709.88 RC/GB10+40.292709.84 RC/PRC/GB2.0%2.0%2.0%2.0%2.0%15+26.042708.87 FL0.5%2.0%2.0%15+94.672709.21 AC16+04.64, 16.50' L2709.18 RC/PC/GB15+97.392709.14 RC0.5%0.5%0.5%0.4%1.0%16+93.542709.93 RC16+61.542709.61 RC16+16.22, 14.17' L2709.28 RC/PRC/GB16+27.04, 10.00' L2709.17 LIP/PT/GB16+32.04, 10.00' L2709.20 LIP/PC/GB16+42.85, 14.17' L2709.48 RC/PRC/GB16+54.44, 16.50' L2709.54 RC/PT/GB0.5%0.5%10+52.732710.00 AC/GB16+32.042709.40 AC/GB10+32.00, 10.00' R2709.46 LIP/PT/GB1.2%1.2%1.1%1.0%0.5%0.5%10+16.502709.34 VC/PC/GB0.9%0.9%1.0%1.0%0.4%0.4%1.9%1.7%1.4%0.7%0.6%0.6%2.2%2.6%1.0%2.0%2.0%BCR=20'BCR=30'BCR=30'BCR=30'BCR=20'BCR=30'10+32.002709.57 LIP/PT/GB16+65.26, 17.86' R2709.96 RC/HP10+40.29, 13.80' R2709.99 VC/PRC/GB16+07.11, 13.80' R2709.45 VC/PRC/GB16+15.40, 10.00' R2709.11 LIP/PT/GB0.5%1.1%0.6%0.5%1.0%1.0%4448112216+27.54, 11.17' L2709.12 FL16+31.54, 11.17' L2709.14 FL44432.0%1.0%1.9%2.6%2.0%2.7%16+79.40, 10.00' R2709.67 LIP/PT/GBD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.201 (STREET AND STORM DRAIN PLAN).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.202STREET AND STORM DRAIN PLAN4 SCALE: 1" = 1STREET AND STORM DRAIN PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONS3INTERSECTION GRADING DETAILSCALE: 1"=20'MATCH LINE - SEE SHEET C.201MATCH LINE - SEE SHEET C.201DI 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 8' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.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.12 S. ASTORIA AVE. AND S. ASTORIA PL. PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+752706.682706.682705.142706.482705.282706.942705.322707.272705.592707.602705.912707.922706.212708.24 2706.64 2708.50 2706.81 2708.77 2706.67 2709.04 2706.90 2709.31 2707.17 2709.12 2707.43 2709.24 2707.63 2709.58 2708.01 2710.08 2708.30 2710.28 2708.67 2710.48 2708.81 2710.68 2708.99 2710.88 2709.09 2711.38 2709.13 2711.98 2709.33 1.09%1.42%1.50%0.40%0.41%1.14%0.65%0.54%0.51%1.00%1.30%PC: 11+85.50PC: 19+38.16 PT: 12+87.89 PT: 19+97.75 PRC: 12+34.92 ELEV = 2706.68STA = 10+00.00 - E. LAKE HAZEL ROADSTA = 10+14.40ELEV = 2706.52SAWCUT LINE(MATCH EXIST)STA = 12+34.92ELEV = 2707.82STA = 11+85.50ELEV = 2707.50STA = 10+34.00 - GRADE BREAKELEV = 2706.24STA = 10+66.00 - GRADE BREAKELEV = 2706.72STA = 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)E. LAKE HAZEL ROAD PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+002706.47 2706.56 2706.00 2706.58 2705.79 2706.69 2706.19 2706.76 2705.74 2706.97 2706.02 2707.19 2706.29 2707.25 2706.57 2707.20 2706.85 2706.93 2706.52 2706.61 2706.18 2706.24 2705.84 2705.92 2705.51 2705.63 2705.17 2705.242704.842704.982704.502704.802704.402704.662704.302704.542704.20 0.67%0.19%1.01%1.00%0.63%1.00%1.01%0.55%0.20%PI: 11+45.01 STA = 14+00.51 17.0'L - HIGH POINT ELEV = 2706.85 STA = 19+31.08, 17.68'LELEV = 2704.14(MATCH EXIST.)STA = 18+66.89, 17.0'LELEV = 2704.26STA = 17+86.89, 17.0'LELEV = 2704.43 STA = 10+00.21, 17.87'L ELEV = 2706.31 (MATCH EXIST)EXISTING GROUNDAT CENTERLINEFINISHED GRADE AT SOUTHEDGE OF PAVEMENTSTA = 17+50.00, 17.0'L - GRADE BREAKELEV = 2704.50STA = 18+97.73, 17.0'L - GRADE BREAKELEV = 2704.20 STA = 11+96.51, 34.0'L - GRADE BREAK ELEV = 2705.72 STA = 11+91.51, 34.0'L - GRADE BREAK ELEV = 2705.77 STA = 10+98.51, 34.0'L - GRADE BREAK ELEV = 2705.77 STA = 10+93.51, 34.0'L - GRADE BREAK ELEV = 2705.72 STA = 11+45.01, 34.0'L - GRADE BREAK ELEV = 2706.24D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.203 (STREET PROFILES).dwg Benjamin P. Thomas03/09/21THESE 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.203SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824C.203STREET PROFILES5 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+502704.732704.732707.402704.532703.672704.302703.892704.532704.002704.75 2704.01 2704.98 2704.23 2705.20 2704.45 2705.43 2704.62 2705.65 2704.94 2705.88 2705.46 2706.11 2705.59 2706.33 2705.82 2706.56 2709.31 2706.82 2710.77 2708.40 2712.06 2710.19 2710.20 2.26%1.75%0.57%4.47%0.45%0.54%1.26%0.98%PVI STA: 16+65.34PVI ELEV: 2706.85K: 12.44LVC: 50.00BVCS: 16+40.34 BVCE: 2706.74 EVCS: 16+90.34 EVCE: 2707.97 PVI STA: 17+39.15PVI ELEV: 2710.15K: 14.34LVC: 50.00BVCS: 17+14.15 BVCE: 2709.03 EVCS: 17+64.15 EVCE: 2710.40 STA = 17+96.15 - HIGH POINT BW ELEV = 2710.71 ELEV = 2704.73STA = 10+00.00 - E. LAKE HAZEL ROADSTA = 10+17.00 - GRADE BREAKELEV = 2704.34STA = 10+52.00 - GRADE BREAKFW ELEV = 2704.54STA = 10+60.00 - GRADE BREAKBW ELEV = 2704.68STA = 10+75.57 - GRADE BREAKELEV = 2704.60 ELEV = 2710.96 STA = 18+17.65 - E. DITMARS DR. STA = 17+02.22 ELEV = 2708.50 STA = 10+99.32 - LOW POINTELEV = 2704.30 EXISTING GROUNDAT CENTERLINEFINISHED GRADEAT CENTERLINE4" PIRR (8" SLEEVE)6" PIRR (12" SLEEVE)PC: 10+75.57 PT: 10+99.32PC: 16+40.34 PRC: 17+02.22 PT: 17+64.15 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+57.44 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 = 2710.96STA = 12+76.26 - 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.203 (STREET PROFILES).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824C.204STREET PROFILES6 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 HWHWHWHWHWEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBFEMA:ZONE XFEMA:ZONE AEXIST. EARTHEN BERMEXIST. EARTHEN BERMEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGSDEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2270827092710271027062706270427042705270527092707270727082 7 1 1 2 7 0 7 27 1 1 2710270927082710271027102710 27112 7 1 1 2 7 1 12710 27102710 2710270927092709270827052708 2705 2709 2708 2708 2706 2708 2709 270527062707271027102709 270827072706270527072706270427042706270727042706270627042707270727072706270527052706270527052707270327032704270427052706270727092709 270327042706270927092707 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 EXISTING4:1 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 2BSDMH 2ES 2BES 2ADI 1ADI 1BSDMH 1ES 1AES 1BSTORM DRAIN POND NO. 1(SEE SHEET C.701FOR DETAILS)STORM DRAIN POND NO. 2(SEE SHEET C.702FOR DETAILS)D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.300 (GRADING PLAN).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.300GRADING PLAN7 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. HGHGHGHGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X X X X XXX XX XX X X XXX X X X X XXX X X X XXXXXX X APN:S1404212550HWHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1 0 0 ' W ID E PR ESCR I P T I V E EAS EM EN T FEMA:ZONE XFEMA:ZONE ASDEPEPEGEGEGEGEGEGEGEG16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 22710270727082 7 1 1 2 7 0 7 2 7 1 1 2710270927082710271027102710 27112 7 1 1 2 7 1 12710 27102710 2710270927092709270827052708 2705 2709 2708 2708 2706 2708 2709 27072710271127122712 2711 271027122712271127 1 1 27102711 27112 7 1 1 2 7 1 0 270927102 7 1 0 27102710 2709 2 7 0 9 2 7 0 6 27112707MATCH EXISTING4:1 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 2BSDMH 2ES 2BES 2ASTORM DRAIN POND NO. 2(SEE SHEET C.702FOR DETAILS)PRIVATE STORM DRAINPOND NO. 3(SEE SHEET C.703FOR DETAILS)DI 3SDMH 3 ES 3A ES 3 B 2712D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.300 (GRADING PLAN).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.301GRADING PLAN8 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 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSSSSSSSSSSWWWEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGEGEGEGEGEGEGEGEGWWSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC1BLOCK 21BLOCK 1234101112131415161718SSMH 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 = 2704.428" 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 = 2706.198" 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 = 2706.528" 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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.400SEWER PLAN AND PROFILE9 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 PIRR PIRR SSSSSSSSSSSSSSSSSSSSSSSSWWWWSSSSSSSSSS P IRR P IRR P IRR PIRR PIRR PIRR PIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR PIRR W W SSSS S S SSS S SS SSSSSSSSSSSSSSSSSSWWWWEP EP EPEGEGEG EPEPEPEGEGEG W WWWWWSSSSSSSSSSSSSSSSSSSSWWWWWWWSS SS SS SS SS SD SCSCSCSCSCSC1BLOCK 123456789101112131415161718192021222324252627282930313233BLOCK 1BLOCK 13536BLOCK 1373839484950515254BLOCK 14753PIRR P IRR P IRR P IRR 1 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 = 2701.0 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 = 2706.528" 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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.401SEWER PLAN AND PROFILE10 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 SSPIRRWWWSSSSSSSSSSWWSSSSSSSSWSSSSSSSSSSSSSDEPBLOCK 1444546484950515254BLOCK 1473BLOCK 2PIRRPIRR1213232425SSMH 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 SSEPEPEGEGPIRRPIRR PIRRPIRRPIRRPIRR1213141525262711 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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.402SEWER PLAN AND PROFILES11 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 BERMSS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGW W SS SS SS SS SS WWWWWWWSSSSSSSSSSSSSDEPEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGWWSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2P IRR PIRRPIRRPIRRE. 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" PVCD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.500 (WATER PLAN).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.500WATER PLAN12 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 XXXXXX X HWHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1 0 0 ' 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 WSSSSSSSSSSSSSDEPEP EGEGEGEGEGEGEGEG16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2P IRR PIRRPIRRPIRRPIRRPIRRE. 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' 173 LF 8" PVC62 LF 8" PVCE45S2S2K3 LF 6" PVC34 LF 6" PVC10.50'6.00'23.38'23.38'R2KV6KHK10.50'S2S2S2S2S1S2S2S2S2S2S2S2S2S2S2S2S2S2!!!!!11.50'3 LF 8" PVC 39 LF 8" PVC KE45KE4525 LF 8" PVC6 LF 8" PVCD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.500 (WATER PLAN).dwg Benjamin P. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.501WATER PLAN13 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" 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 BERMSS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGW W SS SS SS SS SS WWWWWWWSSSSSSSSSSSSSDEPEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGWWSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2P IRR PIRRPIRRPIRRE. LAKE HAZEL ROADS. ASTORIA AVE.E. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEYFIRE ACCESS ROAD3.00'5.00'3.00'5.00'5.00'5 . 0 0 'KE8S1E5E6K5 LF 6" PVC710 LF 6" PVCV6S1KV6KS1SL647 LF47 LF 6" PVC116 LF 6" PVCE8KS1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S11062 LF 6" PVC 5.00'5 . 0 0 'KV6R1T6KKV65.00'SL647 LF47 LF 6" PVC5 LF 6" PVCS1 S 1 S 1 S 1 731 LF 6" PVCS 1 S 1 S 1 S 1 9 4 L F 4 " PVC48 LF 4" PVC290 LF 4" PVCKV4KV4SL448 LF5 LF 4" PVC19 LF 4" PVCE1E4KE1K5 . 0 0 '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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.600IRRIGATION PLAN14MATCH 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 HGHGHGHGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X X X X XXXXX XX X X XXX XX XX XX X X X X XXXXXX X HWHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1 0 0 ' 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 WSSSSSSSSSSSSSDEPEP EGEGEGEGEGEGEGEG16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2P IRR PIRRPIRRPIRRPIRRPIRRE. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEY5.00'5.00'3.00' 5 . 0 0 ' 5 . 0 0 ' 5 . 0 0 '3.00'S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1E8K1062 LF 6" PVC 5.00'148 LF 6" PVCE7E5K195 LF 6" PVCR1T6K295 LF 6" PVC5 . 0 0 ' 5 . 0 0 'KV6R1T6KKV65.00'SL647 LF47 LF 6" PVC5 LF 6" PVCS1 S 1 S 1 S 1 S1 S 1 S 1 S 1 S 1 S1 S 1 S 1 S 1 S 1 S 1 S 1 S 1 9 4 L F 4 " P VC 48 LF 4" PVC290 LF 4" PVC1 1 3 L F 4 " PVC E4KKV4KV4SL448 LF5 LF 4" PVC19 LF 4" PVCE1E4KE1K5 . 0 0 '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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.601IRRIGATION PLAN15 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 18'C.70016STREET DETAILS 1TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTIONNOT TO SCALE - S. ASTORIA PL.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 L OW L I N E S T A N D A R D V E R T I C A L C U R B ( A C H D S D - 7 0 1 ) S T A N D A R D R O L L E D C U R B ( A C H D S D - 7 0 2 ) 5 ' - 0 " T R A N S I T I O N S E C T I O N P R E F O R M E D E X P A N S I O N J O I N T M A T E R A I L S H A L L B E I N S T A L L E D A T B O T H E N D S O F T R A N S I T I O N S E C T I O N4VERTICAL 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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-7022'1' MIN. LANDING, TYP.2'2TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTIONNOT TO SCALE - S. ASTORIA AVE. 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.47'2'1' MIN. LANDING, TYP.2'VERTICAL CURB AND GUTTER PER ACHDSUPPLEMENTAL DETAIL SD-701(SEE PLAN SHEETS FOR LOCATIONS)3.0'33.0'4" OF 3/4" MINUS CRUSHED GRAVEL25" OF 6" MINUS PIT RUNCLCOMPACTED STABLE SUBGRADE50.00'2' MIN.RIGHT OF WAYSIDEWALK8'1% MIN - 4% MAX.5E. 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-8065" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DWG. SD-7094" OF 3/4" MINUS CRUSHED GRAVEL2'GRAVELSHOULDER10'2'3' DEPTH OF ASTMC-33 FILTER SAND17.0' MIN.5" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 64-284:1 MAX . 2'6" 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%1.75%3:1 MAX.3:1 MAX.35.00'25'2'20'-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%10'10'6GRAVEL ACCESS ROAD SECTIONNOT TO SCALECLNOTE:SAWCUT LINE OFFSET FROM CENTERLINESTA 10+00.21 TO STA 11+45.01 - 14.40' LTSTA 11+45.01 TO STA 18+97.73 - 0.00' LTSTA 18+97.73 TO STA 19+31.08 - 15.00' LT(PAVEMENT WIDTH VARIES SEE PLAN) XXXXXXXXXXXXXXXXXXXXXXXXXSDSDSDSDSDSDSDSDSD2705.52706.02706.52707.02705.02703.52704.02704.52705.52706.02706.52707.02705.02703.52704.02704.52705.52706.02706.52707.011+85.502707.42 RC/PC/GB11+84.002707.41 RCACHD STORM DRAINEASEMENT3:111+0012+00DI 1ADI 1BSDMH 1ES 1AES 1B11+85.502707.63 VC/PC/GB11+84.002707.62 VC25°12+07.54, 60.97' R2707.92 FG/GB11+94.87, 52.17' R2706.50 TOB/GB2.0%2.0%0.3%0.2%11+04.00, 52.00' R2706.50 TOB/GB11+04.00, 60.00' R2706.66 FG/GB8.1%9.2%17.8%17.8%10.6%9.2%12+01.59, 45.00' R2706.50 TOB/GB11+95.53, 23.50' R2707.83 FG/GB11+95.53, 29.18' R2706.50 TOB/GB11+85.50, 23.50' R2707.76 FG/GB11+85.50, 29.00' R2706.50 TOB/GB23.3%22.9%13.2%7.2%4.0%6.3%6.4%5.3%10+85.00, 46.50' R2707.15 FG/GB2.0%2.0%10+85.00, 23.50' R2707.10 FG/GB10+85.00, 60.00' R2707.18 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' R2707.23 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+79.00, 50.50' R2706.00 FG/GB11+95.08, 44.68' R2704.00 TOE/GB11+95.30, 36.68' R2704.00 TOE/GBTOP OF BERMTOP OF BERMPRIMARYFOREBAY3:13:13.6%3.6%SEE ORIFICE DETAILON THIS SHEETSTA 11+90.13, 40.54' R12" INV IN = 2703.753:119.25 LF 12" SDR-35OUTLET PIPE @ 1.30%5.00'9.00' TYP.9.00' TYP.8.00'5.50'23.50'S. ASTORIA AVE.11+79.00, 30.50' R2706.00 FG/GB11+84.00, 30.50' R2706.00 FG/GB11+71.50, 38.00' R2703.50 TOE/GB11+89.51, 36.53' R2704.00 TOE/GB11+84.00, 50.50' R2706.00 FG/GB3.5%R=7.5'R=7.5'R=9.0'R=9.0'84.00'9.00'7.50'11+94.66, 60.17' R2706.66 FG/GB3.5%2.8%12+10.10, 23.50' R2707.92 FG/GB7.50'7.50'STA 11+71.50, 40.50' R 12" INV OUT = 2703.5067.50'5.00'6.00'6.50'7.50'MATCH EXISTING3:1 MAX., TYP.2706.02706.020.00'2707.02706.5 2707.5B-B-C-A-A-2707.52706.02706.52707.02707.02705.02704.02704.52705.52706.02706.52707.58.00'C-11+89.42, 44.53' R2704.00 TOE/GB6.75'5.75' 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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.701STORM DRAIN DETAILS17SCALE: 1" = 1STORM DRAIN POND NO. 1 - PLAN VIEW10' - 0" HORIZONTALHORIZONTAL SCALE IN FEET0102051015NORTHCIVIL INNOVATIONS12" SDR-35 OUTLET PIPE @ 1.30% (SEE DETAIL THIS SHEETFOR PIPE LOCATION, LENGTH, AND INVERT ELEVATIONS)5.00'84.00'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 SCALETOP OF BERM EL. 2706.00FOREBAYPRIMARYNOTES: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.3:1 MAX .12" CLEAN TOPSOILEL. = 2703.40HIGH GROUND WATER EL.EL. = 2703.40HIGH GROUND WATER EL.PRIMARY BOTTOM12" SDR-35 OUTLET PIPE @ 1.30%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. 2705.75TOP OF LINEREL. 2705.753'3'TOP OF LINEREL. 2705.753'INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUAL4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 104" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10PLAN 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. SDSDSDSDSDSDSDSDSD SD SDSDSD2710.02710.02710.02708.52709.02709.52705.02707.52705.52706.02706.52707.02708.02709.02707.52708.02708.52709.02709.02705.02707.52705.52706.02706.52707.02708.02708.52705.02707.52705.52706.02706.52707.02708.02708.52710.02709.02709.52708.02708.0 2707.5 2705.5 2706.0 2706.5 2707.0 2708.0 2708.5 16+0010+00 11+00E. DITMARS DR.ACHD STORM DRAINEASEMENTS. ASTORIA AVE.15+65.54, 16.50' R2709.19 VC/LP10+52.732710.13 VC/PT/GBSDMH 2ES 2ADI 2BES 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%0.9%1.9%1.7%2.6% 1.0% 2.0%10+40.29, 13.80' R2709.99 VC/PRC/GBB-B-C-A-A-8.00'10.50'29.29'10.50'8.00' 1.0%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/GB22.0%17.1%12.9%17.2%11.8%9.1%10.8%12.1%11.9%5.3%5.3%4.6%3.4%2. 8 % 3.4% 3.4%1.9%8.8%4.3%5.4%3.4%10.7% 3.4% 24.8%10+52.73, 23.50' R2710.26 FG/GB11+09.00, 23.50' R2710.49 FG11+19.50, 23.50' R2710.53 FG11+27.50, 23.50' R2710.56 FG15.4%11.0%EXISTING TOE OF SLOPEEXISTING TOP OF SLOPEEXISTING SPOIL PILE11.0%10.3%2.0%2.0%4.6%3.7%11+09.00, 31.50' R2708.50 TOB/GB11+19.50, 42.00' R2708.50 TOB/GB11+27.50, 42.00' R2708.66 FG/GB11+19.50, 71.29' R2708.50 TOB/GB11+27.50, 71.29' R2708.66 FG/GB15+94.67, 23.50' R2709.47 FG/GB15+65.54, 23.50' R2709.32 FG/GB15+57.61, 23.50' R2709.35 FG0.4% 0.4% 2. 8 %15+57.61, 127.50' R2709.35 FG/GB32.0%32.0%9.00'42.00'10.50'8.00'5.00'7.50'5.00'9.00'8.00'11+09.00, 42.00' R2705.00 TOE/GB11+09.00, 71.29' R2705.00 TOE/GB10+67.00, 42.00' R2705.00 TOE/GB10+67.00, 71.29' R2705.00 TOE/GB11+09.00, 81.79' R2708.50 TOP/GB10+67.00, 81.79' R2708.50 TOB/GB10+58.00, 63.00' R2708.00 FG/GB10+58.00, 33.00' R2708.00 FG/GB10.5%4.6%11.1%26.5%15+91.90, 31.50' R2708.50 TOB/GB15+82.90, 40.50' R2708.50 TOB/GB16+06.90, 31.50' R2708.50 TOB/GB16+15.90, 40.50' R2708.50 TOB/GB13.7%15+82.90, 23.50' R2709.41 FG2.9%2.9%15+82.90, 53.50' R2708.50 TOB/GBC-15+76.11, 56.50' R2708.50 TOB/GB10+53.00, 33.00' R2708.00 FG/GB10+53.00, 63.00' R2708.00 FG/GB10+40.50, 31.50' R2708.50 FG/GB15+91.90, 45.50' R2705.50 TOE/GB15+91.90, 40.50' R2705.50 TOE/GB16+06.90, 40.50' R2705.50 TOE/GB16+06.90, 45.50' R2705.50 TOE/GBEXISTING SPOIL PILE3:1 3:13:13:13:1 3:13:13:1 3:13:13:1 3:13:1R=10.5'FOREBAY PRIMARYR=3.0'R=10.5'R=10.5'R=9.0'R=9.0'STA 15+99.40, 67.00' R 12" INV OUT = 2705.0022.25 LF 12" SDR-35 @ 1.12%SEE ORIFICE DETAILON THIS SHEETSTA 15+99.40, 44.75' R12" INV IN = 2705.25TOP OF BERMTOP OF BERM EXISTING VERTICAL PIPE (UNKNOWN)9.00'15.00'9.00'3:115+79.90, 56.50' R2708.50 TOB/GB7.6%3.4%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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.702STORM DRAIN DETAILS18SCALE: 1" = 1STORM DRAIN POND NO. 2 - PLAN VIEW10' - 0" HORIZONTALHORIZONTAL SCALE IN FEET0102051015NORTHCIVIL INNOVATIONS4.25' TO INV12" SDR-35 OUTLET PIPE @ 1.12% (SEE DETAIL THIS SHEETFOR PIPE LOCATION, LENGTH, AND INVERT ELEVATIONS)5.00'61.50'BOTTOM POND EL. 2705.002DRAINAGE POND SECTION A-ANOT TO SCALE50.29'BOTTOM OF POND EL. 2705.003DRAINAGE POND SECTION B-B (PRIMARY)NOT TO SCALE33.00'BOTTOM OF POND EL. 2705.504DRAINAGE POND SECTION C-C (FOREBAY)NOT TO SCALETOP OF BERM EL. 2708.00FOREBAYPRIMARYEL. = 2704.80HIGH GROUND WATER EL.3:1 MAX .3:1 MAX.3:1 MAX.3:1 MAX .3:1 MAX .3:1 MAX.3:1 MAX .3:1 MAX.12" CLEAN TOPSOILEL. = 2704.80HIGH GROUND WATER EL.EL. = 2704.80HIGH 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 = 2705.252"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. 2707.80TOP OF LINEREL. 2707.803'3'TOP OF LINEREL. 2707.803'INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUAL4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 104" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10EXISTING GROUNDSEE FOREBAY/PRIMARY CUT-THROUGH DETAIL THIS SHEET21.50'7.50'5.00'9.00'10.50'42.00'9.00'SEE ORIFICE DETAIL ON THIS SHEETTOP OF POND EL. 2708.50TOP OF POND EL. 2708.508.00'VARIES10.50'29.29'10.50'3:1 MAX.2.0%MATCH EXISTING8.00'RIGHT-OF-WAY TOP OF POND EL. 2708.50TOP OF POND EL. 2708.50TOP OF POND EL. 2708.50TOP OF POND EL. 2708.503.4%8.00'RIGHT-OF-WAY 9.00'15.00'9.00'3:1 MAX.3:1 MAX.8.00'VARIES3:1 MAX.2.0%MATCH EXISTINGEXISTING GROUNDSPOIL PILE ELEV.=2710±ORIGINAL EXISTING GROUND3:1 MAX.APPROX. ELEV=2707±8.00'RIGHT-OF-WAY3:1 MAX.PROPERTY LINENOTES: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 = 631.2 C.F.PRIMARY POND = 5680.8 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. 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%9.0%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+42.81, 40.50' R2706.00 TOE/GB18+75.84, 31.50' R2709.00 TOB/GB18+46.74, 33.00' R2708.50 FG/GB18+52.82, 33.00' R2708.50 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+51.66, 27.00' L2706.00 FG/GB2707.52708.02708.512+64.16, 19.50' L2708.50 FG/GB12+59.16, 19.50' L2708.50 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 PRIMARYTOP OF BERMTOP OF BERMB-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/GB9.00'9.00'9.00'6.00'7.50'STA 18+51.71, 53.36' R 12" INV OUT = 2706.0019.25 LF 12" SDR-35 @ 1.30%SEE ORIFICE DETAIL ON THIS SHEETSTA 18+67.54, 42.40' R12" INV IN = 2706.253:1 19.50'18.80'23.71'32.29'30.23'26.77'5.00'7.50'7.50'8.00'8.00'0.4%0.4%12+98.002710.25 AC/EVC 12+54.172709.59 AC/LP R=9.0'R=9.0'R=9.0'10.00'2708.52708.5 8.00'2710.0 PRIVATE ALLEY9.00'19.50'7.50'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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.703STORM DRAIN DETAILS19SCALE: 1" = 1PRIVATE STORM DRAIN POND NO. 3 - PLAN VIEW10' - 0" HORIZONTALHORIZONTAL SCALE IN FEET0102051015NORTHCIVIL INNOVATIONS12" SDR-35 OUTLET PIPE @ 1.30% (SEE DETAIL THIS SHEETFOR PIPE LOCATION, LENGTH, AND INVERT ELEVATIONS)5.00'36.00'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 SCALETOP OF BERM EL. 2708.50FOREBAYPRIMARYEL. = 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.3:1 MAX .12" CLEAN TOPSOILEL. = 2705.90HIGH GROUND WATER EL.EL. = 2705.90HIGH GROUND WATER EL.PRIMARY BOTTOM12" SDR-35 OUTLET PIPE @ 1.30%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 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. 2708.00TOP OF LINEREL. 2708.003'3'TOP OF LINEREL. 2708.003'INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUAL4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 104" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10SEE 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. SSTHGRWRWRWRWRWRWRWRWRWRWRWRWHGHGHGHW HW HW HW HW HW HW HW HW HWHWHW HWHWHWHWHWHWHWHWXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBFEMA:ZONE XFEMA:ZONE A1 0 0 ' W ID E PR E S CR I P T I V E EA S EM EN T FEMA:ZONE XFEMA:ZONE AEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEPEGE P EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 12345678910111213141516171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2E. 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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.800STREET LIGHT PLAN20 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 18'C.70016STREET DETAILS 1TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTIONNOT TO SCALE - S. ASTORIA PL.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 L OW L I N E S T A N D A R D V E R T I C A L C U R B ( A C H D S D - 7 0 1 ) S T A N D A R D R O L L E D C U R B ( A C H D S D - 7 0 2 ) 5 ' - 0 " T R A N S I T I O N S E C T I O N P R E F O R M E D E X P A N S I O N J O I N T M A T E R A I L S H A L L B E I N S T A L L E D A T B O T H E N D S O F T R A N S I T I O N S E C T I O N4VERTICAL 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. Thomas03/09/21THESE 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. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-7022'1' MIN. LANDING, TYP.2'2TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTIONNOT TO SCALE - S. ASTORIA AVE. 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.47'2'1' MIN. LANDING, TYP.2'VERTICAL CURB AND GUTTER PER ACHDSUPPLEMENTAL DETAIL SD-701(SEE PLAN SHEETS FOR LOCATIONS)3.0'33.0'4" OF 3/4" MINUS CRUSHED GRAVEL25" OF 6" MINUS PIT RUNCLCOMPACTED STABLE SUBGRADE50.00'2' MIN.RIGHT OF WAYSIDEWALK8'1% MIN - 4% MAX.5E. 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-8065" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DWG. SD-7094" OF 3/4" MINUS CRUSHED GRAVEL2'GRAVELSHOULDER10'2'3' DEPTH OF ASTMC-33 FILTER SAND17.0' MIN.5" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 64-284:1 MAX . 2'6" 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%1.75%3:1 MAX.3:1 MAX.35.00'25'2'20'-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%10'10'6GRAVEL ACCESS ROAD SECTIONNOT TO SCALECLNOTE:SAWCUT LINE OFFSET FROM CENTERLINESTA 10+00.21 TO STA 11+45.01 - 14.40' LTSTA 11+45.01 TO STA 18+97.73 - 0.00' LTSTA 18+97.73 TO STA 19+31.08 - 15.00' LT(PAVEMENT WIDTH VARIES SEE PLAN)