City_of_Meridian_Plan_Sheets_1_-_18_.pdf

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Attached to
Franklin Road, McDermott Road to Black Cat Road
Solicitation number
CT227-07
Issued by
Ada County, Idaho

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City of Meridian Utility Improvements Plan Sheets

This document comprises 18 design plan sheets for the City of Meridian Utility Improvements project on Franklin Road between McDermott Road and Black Cat Road. The project is coordinated with Ada County Highway District (ACHD) Projects No. 523011 and 323021 and involves constructing new potable water mains, sanitary sewer mains, and associated infrastructure alongside the roadway widening initiative. The utility improvements include installation of approximately 3,300 linear feet of 12-inch PVC water main, 16-inch HDPE water main sections, 6-inch and 8-inch water service lines, 27-inch and 8-inch PVC sanitary sewer mains totaling approximately 500 linear feet, sanitary sewer manholes, fire hydrant assemblies with locate stations, water valve installations, gate valves in multiple sizes, water service connections, sewer service connections with cleanouts, and various connection points to existing infrastructure. The project also requires installation of steel casing pipe for utility crossings, thrust blocks, water meters, and blow-off assemblies. Construction must comply with Idaho Standards for Public Works Construction (ISPWC), City of Meridian Supplemental Specifications, Meridian Design Standards, and ACHD requirements, with contractors required to attend pre-construction conferences and maintain current approved plans on site at all times.

The project specifications establish critical separation requirements for utility infrastructure, including minimum 10-foot horizontal separation between potable and non-potable water mains and 6-foot separation for non-potable services from potable water lines, with specific provisions for crossings with less than 18-inch vertical separation. All sewer and water work near irrigation facilities must be completed during the non-irrigation season from October 15 to March 15. The plan sheets identify multiple benchmark locations and establish detailed construction staging across the project corridor, with property owner information included for water and sewer service installations. Water service installations are contingent upon contractor confirmation with the Meridian Project Manager regarding property owner participation and location confirmation. Trench dewatering may be required, necessitating contractor-obtained permits and approvals prior to construction initiation. The contractor assumes responsibility for protecting and maintaining sewer infrastructure throughout all construction phases and must bear costs for hydroclean and closed-circuit television inspection of sewer lines if debris enters the active system.

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PROJECT SITE

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

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2893 S. MERIDIAN ROAD

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SHEET 1 OF 18

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JOB NO.

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DATE: JULY 2026

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SHEET INDEX

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TITLE SHEET

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NOTES & DETAILS

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WM

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ADA COUNTY HIGHWAY DISTRICT

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UTILITY IMPROVEMENTS

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TO BE CONSTRUCTED IN CONJUNCTION WITH THE

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ACHD PROJECT NOS. 523011/323021

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CITY OF MERIDIAN

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1. REFER TO ACHD PROJECT #523011 & #323021 PLANS AND REFER TO ACHD PROJECT #523011 & #323021 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL. 2. COORDINATE ALL WORK RELATED TO CITY OF MERIDIAN UTILITY COORDINATE ALL WORK RELATED TO CITY OF MERIDIAN UTILITY IMPROVEMENTS WITH ROADWAY IMPROVEMENTS. 3. INFORMATION SHOWN ON THIS PLAN SET IS ACCURATE ONLY FOR CITY INFORMATION SHOWN ON THIS PLAN SET IS ACCURATE ONLY FOR CITY OF MERIDIAN UTILITY IMPROVEMENTS. 4. ALL SEWER AND WATER WORK NEAR IRRIGATION FACILITIES SHALL BE ALL SEWER AND WATER WORK NEAR IRRIGATION FACILITIES SHALL BE COMPLETED DURING THE NON-IRRIGATION SEASON (OCTOBER 15 TO MARCH 15).

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CITY PROJECT NO. 11658

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LEGEND

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CITY OF MERIDIAN STANDARDS, SPECIFICATIONS AND DRAWINGS

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UTILITY IMPROVEMENTS - FRANKLIN RD

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GENERAL CONSTRUCTION

1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works 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 requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications.

2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at all times during construction (available on the website). Failure to have access to a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved.

3. The Contractor shall have plans stamped “Approved for Construction” by the City of Meridian on site at all times.

4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference prior to start of work.

5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four

(24) hour prior notice.

6. Contractor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water valves.

7. All material furnished on, or for, the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed 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 for pipe; (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 Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans.

10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction.

11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of the Meridian Public Works Department.

Any deviation in street light locations from the approved plans must be approved in writing from the City Engineer.

ROADWAY

1. ACHD or ITD will inspect all work within the public right-of-way to include utility trenches above the pipe zone.

2. Traffic control beyond that provided under the prime roadway contract may be required for these utility improvements. All required traffic control shall conform to the requirements of ACHD and the Manual on Uniform Traffic Control Devices. All required traffic control shall be considerd incidental to the project, and no separate payment will be made.

3. When utility work occurs prior to the prime roadway construction, all utility trenches located within the limits of the prime roadway project that must be kept open to two-way traffic and within existing paved surfaces shall be restored with Type "P" trench restoration. Trench restoration is considered temporary and will be maintained under the prime roadway contract following the initial installation. The initial trench repair must be accepted by ACHD and the prime contractor before maintenance responsibility is transferred to the prime contractor.

WATER

1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the 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 and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).

3. The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section

542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).

4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales).

5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the Contractor shall coordinate with the Public Works Inspector.

6. It is the intent of this project that all new water line work be performed in conjunction with ACHD's roadway reconstruction project. All water line work shall be closely coordinated with the prime contract to minimize the amount of trench work in the paved areas that must remain open to traffic. When utility construction must occur prior to the roadway work, trenches shall be repaired with Temporary Type "P" surface restoration. See Roadway Note #3.

7. Trench dewatering may be required to complete construction activites. Contractor is required to obtain necessary permits and approvals prior to starting dewatering.

SEWER

1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications 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 and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).

3. The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section

542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).

4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage swales).

5. It is the intent of this project that all new sewer line work be performed in conjunction with ACHD's roadway reconstruction project. All sewer line work shall be closely coordinated with the prime contract to minimize the amount of trench work in the paved areas that must remain open to traffic. When utility construction must occur prior to the roadway work trenches shall be repaired with Temporary Type "P" surface restoration. See Roadway Note #3.

6. Trench dewatering may be required to complete construction activites. Contractor is required to obtain necessary permits and approvals prior to starting dewatering.

7. It shall be the Contractor's responsibility to protect and retain sewer manhole covers, sewer manholes and sewer mains through all phases of construction. Contractor shall be required to hydroclean and CCTV inspect sewer at his own cost if debris enters the active sewer system at any phase of construction.

CITY OF MERIDIAN STANDARD NOTES:

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

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2893 S. MERIDIAN ROAD

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SHEET 2 OF 18

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CASING/SLEEVING DETAIL

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4.5' MAX

NOTES: 1. INSTALL UNI-FLANGE SERIES 1390 JOINT RESTRAINTS (OR APPROVED EQUAL) INSTALL UNI-FLANGE SERIES 1390 JOINT RESTRAINTS (OR APPROVED EQUAL) ON C900/C905 POTABLE WATER MAINS AT EACH JOINT INSIDE CASING. INSTALL UNI-FLANGE SERIES 1390 JOINT RESTRAINTS ON GRAVITY SEWER MAINS AT EACH JOINT INSIDE CASING IF NOTED ON PLAN SHEETS. IF OTHER PIPE TYPES ARE APPROVED FOR USE, THEN APPROPRIATE JOINT RESTRAINTS SHALL BE SUBMITTED FOR APPROVAL. 2. CONTRACTOR SHALL VERIFY JOINT RESTRAINTS FIT INSIDE CASING AND ADJUST CONTRACTOR SHALL VERIFY JOINT RESTRAINTS FIT INSIDE CASING AND ADJUST CASING SIZE AS NECESSARY PRIOR TO ORDERING CASING. 3. CASING PIPE SHALL BE INSTALLED AT THE SAME SLOPE AS THE CARRIER PIPE CASING PIPE SHALL BE INSTALLED AT THE SAME SLOPE AS THE CARRIER PIPE AND THE CARRIER PIPE SHALL BE CENTERED INSIDE THE CASING PIPE. 4. THE ENTIRE ANNULAR SPACE BETWEEN THE CASING AND CARRIER PIPES THE ENTIRE ANNULAR SPACE BETWEEN THE CASING AND CARRIER PIPES SPACE SHALL BE FILLED IN ACCORDANCE WITH THE ISPWC AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 5. SEE CITY OF MERIDIAN STANDARD DRAWINGS SW-2, W-15A AND W-15B FOR SEE CITY OF MERIDIAN STANDARD DRAWINGS SW-2, W-15A AND W-15B FOR ADDITIONAL REQUIREMENTS.

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TBM #1

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STORM DRAIN

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SEEPAGE BED

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NO.

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DRAWING: DESIGN

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JOB NO: 26006

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CONSULTING ENGINEERS AND LAND SURVEYORS

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

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2893 S. MERIDIAN ROAD

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JOB NO.

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SCALE: 1"=20'

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MATCH LINE (97+20) - SEE SHEET 4

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NO BID ITEMS ON THIS SHEET.

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BENCHMARKS

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #1 - 5/8" REBAR WITH RPC STA. 92+90.44, 99.31' RT ELEV=2538.89 N=707207.78 E=2432743.09

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JR SIMPLOT COMPANY

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E FRANKLIN RD

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ATSAW NAMPA 16 LP

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ASUMENDI HOLDINGS LLC

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ASUMENDI FAMILY INVESTMENTS LLC

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W FRANKLIN RD

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CITY OF NAMPA

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TBM #2

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DRAWING: DESIGN

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

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2893 S. MERIDIAN ROAD

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SHEET 4 OF 18

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JOB NO.

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DATE: JULY 2026

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NOTES

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220 LF

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320 LF

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24+30.00 5.00' RT

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22+10.00 5.00' RT

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BENCHMARKS

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #2 - 5/8" REBAR WITH RPC STA. 97+95.99, 82.23' LT ELEV=2532.90 N=707382.39 E=2433251.43

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27" PVC, ASTM D3034, SDR35, DRY SANITARY SEWER MAIN, ITEM 501.4.1.B.1.

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FRANKLIN RD

McDERMOTT RD

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Codee Neider

08/27/26

LD-CAP-2026-0007

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STORM DRAIN

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SEEPAGE BED

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STORM DRAIN

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SEEPAGE BED

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STORM DRAIN

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EXISTING IRRIGATION

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EXISTING IRRIGATION

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DRY SANITARY SEWER 320.00 LF 27"Ø PVC SLOPE=0.0026 FT/FT

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22+10, 5.00' RT CASING CENTERLINE

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24+30, 5.00' RT CASING CENTERLINE

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SCALE: HORIZ. 1"=20' VERT. 1"=2'

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NO.

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ITEM

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REVISIONS

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DRAWING: DESIGN

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JOB NO: 26006

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CONSULTING ENGINEERS AND LAND SURVEYORS

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

AutoCAD SHX Text (208)888-4312

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2893 S. MERIDIAN ROAD

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SHEET 5 OF 18

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JOB NO.

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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CJP/JJP

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CJP

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JJP

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DATE: JULY 2026

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SCALE: HORIZ. 1"=20' VERT. 1"=2'

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08/27/26

LD-CAP-2026-0007

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AutoCAD SHX Text R8039000060

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ASUMENDI HOLDINGS LLC

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AutoCAD SHX Text N McDERMOTT RD

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AutoCAD SHX Text S1216223265

AutoCAD SHX Text ADLER McDERMOTT LLC

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AutoCAD SHX Text S McDERMOTT RD

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AutoCAD SHX Text S1216212855

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ASUMENDI FAMILY INVESTMENTS LLC

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W FRANKLIN RD

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AutoCAD SHX Text R8039000005

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ASUMENDI HOLDINGS LLC

AutoCAD SHX Text N McDERMOTT RD

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TBM #3

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SEEPAGE BED

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STORM DRAIN

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IRRIGATION

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EXISTING IRRIGATION

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EXISTING IRRIGATION

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APPROXIMATE LOCATION NEW WATER MAIN

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103+55.00, 1.16' LT CASING CENTERLINE

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103+55.00, 23.84' RT CASING CENTERLINE

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36" MIN.

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NO.

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ITEM

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REVISIONS

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DRAWING: DESIGN

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JOB NO: 26006

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CONSULTING ENGINEERS AND LAND SURVEYORS

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

AutoCAD SHX Text (208)888-4312

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2893 S. MERIDIAN ROAD

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SHEET 6 OF 18

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JOB NO.

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DATE

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DESIGNED

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DRAWN

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CHECKED

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CJP/JJP

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CJP

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JJP

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DATE: JULY 2026

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SCALE: 1"=20'

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MATCH LINE (106+00) - SEE SHEET 7

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NOTES

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CONCRETE THRUST BLOCK, INCIDENTAL TO PROJECT.

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MATCH LINE (101+60) - SEE SHEET 4

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SCALE: HORIZ. 1"=20' VERT. 1"=2'

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103+65.00 50.50' LT

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25 LF

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10 LF

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103+55.00 15.00' LT

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245 LF

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21 LF

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12 LF

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NON-POTABLE PIPE CROSSING, SEE WATER NOTES ON SHEET 2.

AutoCAD SHX Text 20"Ø, 3/8" THICK STEEL CASING PIPE PER DETAIL ON SHEET 2 AND MERIDIAN SD-SW1, SD-SW2, SD-W15A AND SD-W15B, ITEM 310.4.1.A.1.

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12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

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16" (IPS) HDPE, AWWA C906, PE4710, DR9, WATER MAIN, ITEM 401.4.1.A.1.

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6" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

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AutoCAD SHX Text 12"x12"x12" DUCTILE IRON TEE, FLxFLxFL, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text 12" DUCTILE IRON ADAPTER, FLxMJ, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text 16"x12" DUCTILE IRON REDUCER, FLxFL, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text PROVIDE VERTICAL BENDS AND RESTRAINTS PER MERIDIAN SD-W15A, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text 12" GATE VALVE, FLxMJ, ITEM 402.4.1.A.1.

AutoCAD SHX Text 6" GATE VALVE, FLxMJ, ITEM 402.4.1.A.1.

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12" DUCTILE IRON BLIND FLANGE, INCIDENTAL TO PIPE ITEM.

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FIRE HYDRANT ASSEMBLY WITH LOCATE STATION, ITEM 403.4.1.A.1.

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36 LF

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BENCHMARKS

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #3 - 5/8" REBAR WITH RPC STA. 102+47.73, 58.87' RT ELEV=2532.12 N=707234.54 E=2433701.22

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FRANKLIN RD

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103+55.00 50.50' LT

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29 LF

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103+55.00 46.50' RT

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103+65.00 46.50' RT

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16" (IPS) HDPE, AWWA C906, PE4710, DR9, FLANGE ADAPTER, INCIDENTAL TO PIPE ITEM.

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PERKINS DRAIN

AutoCAD SHX Text 12"x12"x6" DUCTILE IRON TEE, FLxFLxFL, INCIDENTAL TO PIPE ITEM.

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10 LF

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LOCATE STATION PER MERIDIAN SD-G5, ITEM 401.4.1.D.1.

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F/O

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Codee Neider

08/27/26

LD-CAP-2026-0007

AutoCAD SHX Text

AutoCAD SHX Text S1216212855

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ASUMENDI FAMILY INVESTMENTS LLC

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AutoCAD SHX Text

W FRANKLIN RD

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AutoCAD SHX Text R8039000005

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ASUMENDI HOLDINGS LLC

AutoCAD SHX Text N McDERMOTT RD

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TBM #113

AutoCAD SHX Text 15'

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APPROXIMATE LOCATION NEW WATER MAIN

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SCALE: HORIZ. 1"=20' VERT. 1"=2'

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NO.

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ITEM

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REVISIONS

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DRAWING: DESIGN

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JOB NO: 26006

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CONSULTING ENGINEERS AND LAND SURVEYORS

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

AutoCAD SHX Text (208)888-4312

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2893 S. MERIDIAN ROAD

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SHEET 7 OF 18

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JOB NO.

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DATE

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DESIGNED

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DRAWN

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CHECKED

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CJP/JJP

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CJP

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JJP

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DATE: JULY 2026

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SCALE: 1"=20'

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MATCH LINE (110+00) - SEE SHEET 8

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NOTES

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MATCH LINE (106+00) - SEE SHEET 6

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12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

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400 LF

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BENCHMARKS

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #113 - 5/8" REBAR WITH OCP STA. 106+84.97, 38.06' LT ELEV=2536.35 N=707326.92 E=2434139.44

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FRANKLIN RD

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108+60.00 49.50' LT

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LOCATE STATION PER MERIDIAN SD-G5, ITEM 401.4.1.D.1.

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Codee Neider

08/27/26

LD-CAP-2026-0007

AutoCAD SHX Text

AutoCAD SHX Text R8039000005

AutoCAD SHX Text

ASUMENDI HOLDINGS LLC

AutoCAD SHX Text N McDERMOTT RD

AutoCAD SHX Text

AutoCAD SHX Text S1216212855

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ASUMENDI FAMILY INVESTMENTS LLC

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W FRANKLIN RD

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TBM #112

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APPROXIMATE LOCATION NEW WATER MAIN

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SCALE: HORIZ. 1"=20' VERT. 1"=2'

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NO.

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ITEM

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REVISIONS

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DRAWING: DESIGN

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JOB NO: 26006

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CONSULTING ENGINEERS AND LAND SURVEYORS

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

AutoCAD SHX Text (208)888-4312

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2893 S. MERIDIAN ROAD

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SHEET 8 OF 18

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JOB NO.

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DATE

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DESIGNED

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DRAWN

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CJP

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JJP

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NOTES

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MATCH LINE (115+00) - SEE SHEET 9

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450 LF

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12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

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BENCHMARKS

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #112 - 5/8" REBAR WITH OCP STA. 111+92.12, 36.46' LT ELEV=2536.79 N=707320.05 E=2434646.55

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DATE: JULY 2026

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FRANKLIN RD

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LOCATE STATION PER MERIDIAN SD-G5, ITEM 401.4.1.D.1.

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114+50.00 32.50' LT

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CONCRETE THRUST BLOCK, INCIDENTAL TO PROJECT.

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50 LF

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114+50.00 15.00' LT

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18 LF

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6" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

AutoCAD SHX Text 12"x12"x6" DUCTILE IRON TEE, FLxFLxFL, INCIDENTAL TO PIPE ITEM.

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AutoCAD SHX Text 6" GATE VALVE, FLxMJ, ITEM 402.4.1.A.1.

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AutoCAD SHX Text 12" GATE VALVE, FLxMJ, ITEM 402.4.1.A.1.

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FIRE HYDRANT ASSEMBLY WITH LOCATE STATION, ITEM 403.4.1.A.1.

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Codee Neider

08/27/26

LD-CAP-2026-0007

AutoCAD SHX Text

AutoCAD SHX Text R8039000005

AutoCAD SHX Text

ASUMENDI HOLDINGS LLC

AutoCAD SHX Text N McDERMOTT RD

AutoCAD SHX Text

AutoCAD SHX Text R8039000035

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ASUMENDI HOLDINGS LLC

AutoCAD SHX Text

AutoCAD SHX Text

W FRANKLIN RD

AutoCAD SHX Text

AutoCAD SHX Text R8039000005

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ASUMENDI HOLDINGS LLC

AutoCAD SHX Text N McDERMOTT RD

AutoCAD SHX Text

AutoCAD SHX Text S1216212855

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ASUMENDI FAMILY INVESTMENTS LLC

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W FRANKLIN RD

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AutoCAD SHX Text S1216212550

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DOMINGO AND JULIE ASUMENDI FAMILY TRUST

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W FRANKLIN RD

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TBM #111

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IRRIGATION

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EXISTING IRRIGATION

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APPROXIMATE LOCATION NEW WATER MAIN

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NO.

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REVISIONS

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DRAWING: DESIGN

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JOB NO: 26006

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CONSULTING ENGINEERS AND LAND SURVEYORS

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

AutoCAD SHX Text (208)888-4312

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2893 S. MERIDIAN ROAD

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SHEET 9 OF 18

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JOB NO.

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DATE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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CJP/JJP

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CJP

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JJP

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SCALE: HORIZ. 1"=20' VERT. 1"=2'

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SCALE: 1"=20'

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MATCH LINE (115+00) - SEE SHEET 8

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MATCH LINE (120+00) - SEE SHEET 10

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NON-POTABLE PIPE CROSSING, SEE WATER NOTES ON SHEET 2.

AutoCAD SHX Text

BENCHMARKS

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #111 - 5/8" REBAR WITH OCP STA. 116+95.21, 22.84' RT ELEV=2537.86 N=707255.52 E=2435148.99

AutoCAD SHX Text

DATE: JULY 2026

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FRANKLIN RD

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500 LF

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NOTES

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118+65.00 48.50' LT

AutoCAD SHX Text

AutoCAD SHX Text

12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

AutoCAD SHX Text

LOCATE STATION PER MERIDIAN SD-G5, ITEM 401.4.1.D.1.

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Codee Neider

08/27/26

LD-CAP-2026-0007

AutoCAD SHX Text

AutoCAD SHX Text R8039000005

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ASUMENDI HOLDINGS LLC

AutoCAD SHX Text N McDERMOTT RD

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AutoCAD SHX Text S1209347100

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JONATHAN MADDOX

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W FRANKLIN RD

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AutoCAD SHX Text S1216212855

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ASUMENDI FAMILY INVESTMENTS LLC

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W FRANKLIN RD

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TBM #110

AutoCAD SHX Text 15'

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IRRIGATION

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EXISTING IRRIGATION

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IRRIGATION

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IRRIGATION

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EX. IRR.

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IRRIGATION

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APPROXIMATE LOCATION NEW WATER MAIN

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122+64.50, 15.00' LT CASING CENTERLINE

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123+29.50, 15.00' LT CASING CENTERLINE

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36" MIN.

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SCALE: HORIZ. 1"=20' VERT. 1"=2'

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NO.

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ITEM

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REVISIONS

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DRAWING: DESIGN

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JOB NO: 26006

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CONSULTING ENGINEERS AND LAND SURVEYORS

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CIVIL SURVEY CONSULTANTS, INC.

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MERIDIAN, IDAHO 83642

AutoCAD SHX Text (208)888-4312

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2893 S. MERIDIAN ROAD

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SHEET 10 OF 18

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JOB NO.

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DATE

AutoCAD SHX Text 26006

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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CJP/JJP

AutoCAD SHX Text

CJP

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JJP

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SCALE: 1"=20'

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MATCH LINE (120+00) - SEE SHEET 9

AutoCAD SHX Text

MATCH LINE (125+00) - SEE SHEET 11

AutoCAD SHX Text

AutoCAD SHX Text

CONCRETE THRUST BLOCK, INCIDENTAL TO PROJECT.

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

NON-POTABLE PIPE CROSSING, SEE WATER NOTES ON SHEET 2.

AutoCAD SHX Text

AutoCAD SHX Text 20"Ø, 3/8" THICK STEEL CASING PIPE PER DETAIL ON SHEET 2 AND MERIDIAN SD-SW1, SD-SW2, SD-W15A AND SD-W15B, ITEM 310.4.1.A.1.

AutoCAD SHX Text

12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

16" (IPS) HDPE, AWWA C906, PE4710, DR9, WATER MAIN, ITEM 401.4.1.A.1.

AutoCAD SHX Text

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16" (IPS) HDPE, AWWA C906, PE4710, DR9, FLANGE ADAPTER, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text 16"x12" DUCTILE IRON REDUCER, FLxFL, INCIDENTAL TO PIPE ITEM.

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AutoCAD SHX Text

AutoCAD SHX Text PROVIDE VERTICAL BENDS AND RESTRAINTS PER MERIDIAN SD-W15A, INCIDENTAL TO PIPE ITEM.

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65 LF

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30 LF

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

260 LF

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135 LF

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #110 - 5/8" REBAR WITH OCP STA. 122+43.14, 52.18' RT ELEV=2538.12 N=707220.48 E=2435696.59

AutoCAD SHX Text

BENCHMARKS

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NOTES

AutoCAD SHX Text 12" GATE VALVE, FLxMJ, ITEM 402.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text

DATE: JULY 2026

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FRANKLIN RD

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123+65.00 15.00' LT

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123+65.00 32.50' LT

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LOCATE STATION PER MERIDIAN SD-G5, ITEM 401.4.1.D.1.

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ROSENLOF DRAIN

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18 LF

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FIRE HYDRANT ASSEMBLY WITH LOCATE STATION, ITEM 403.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text 6" GATE VALVE, FLxMJ, ITEM 402.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text

6" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text 12"x12"x6" DUCTILE IRON TEE, FLxFLxFL, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text

75 LF

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Codee Neider

08/27/26

LD-CAP-2026-0007

AutoCAD SHX Text

AutoCAD SHX Text S1209347100

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JONATHAN MADDOX

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AutoCAD SHX Text

W FRANKLIN RD

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AutoCAD SHX Text S1209438385

AutoCAD SHX Text

JAMES KOHLBECKER

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W FRANKLIN RD

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AutoCAD SHX Text S1209438410

AutoCAD SHX Text

ED BOLLINGER

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W FRANKLIN RD

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AutoCAD SHX Text S1209438450

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DANNER FAMILY TRUST

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W FRANKLIN RD

AutoCAD SHX Text

AutoCAD SHX Text S1209438555

AutoCAD SHX Text

PINNACLE ENTERPRISES

AutoCAD SHX Text

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W FRANKLIN RD

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AutoCAD SHX Text S1216120800

AutoCAD SHX Text

WALTER STURGIS

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AutoCAD SHX Text

W FRANKLIN RD

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TBM #109

AutoCAD SHX Text 15'

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

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IRRIGATION

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IRRIGATION

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

IRR.

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

EXISTING IRRIGATION

AutoCAD SHX Text

EXISTING IRRIGATION

AutoCAD SHX Text

EXISTING IRRIGATION

AutoCAD SHX Text

EXISTING IRR.

AutoCAD SHX Text

EXISTING IRRIGATION

AutoCAD SHX Text

APPROXIMATE LOCATION NEW WATER MAIN

AutoCAD SHX Text

SCALE: HORIZ. 1"=20' VERT. 1"=2'

AutoCAD SHX Text

NO.

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ITEM

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REVISIONS

AutoCAD SHX Text

DRAWING: DESIGN

AutoCAD SHX Text

JOB NO: 26006

AutoCAD SHX Text

CONSULTING ENGINEERS AND LAND SURVEYORS

AutoCAD SHX Text

CIVIL SURVEY CONSULTANTS, INC.

AutoCAD SHX Text

MERIDIAN, IDAHO 83642

AutoCAD SHX Text (208)888-4312

AutoCAD SHX Text

2893 S. MERIDIAN ROAD

AutoCAD SHX Text

SHEET 11 OF 18

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text 26006

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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CJP/JJP

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CJP

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JJP

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SCALE: 1"=20'

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MATCH LINE (130+00) - SEE SHEET 12

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MATCH LINE (125+00) - SEE SHEET 10

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NOTES

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500 LF

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12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text

BENCHMARKS

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #109 - 5/8" REBAR WITH OCP STA. 127+36.58, 47.18' RT ELEV=2540.52 N=707314.71 E=2436191.03

AutoCAD SHX Text

DATE: JULY 2026

AutoCAD SHX Text

FRANKLIN RD

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127+25.00 48.50' LT

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LOCATE STATION PER MERIDIAN SD-G5, ITEM 401.4.1.D.1.

AutoCAD SHX Text

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127+91.00 48.50' LT

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126+29.00 48.50' LT

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1" SINGLE WATER SERVICE CONNECTION, ITEM 404.4.1.A.1.

AutoCAD SHX Text

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* CONTRACTOR TO CONFIRM WITH CONTRACTOR TO CONFIRM WITH MERIDIAN PROJECT MANAGER THAT PROPERTY OWNER WISHES TO HAVE WATER SERVICE INSTALLED. CONTRACTOR TO CONFIRM LOCATION WITH PROPERTY OWNER.

* CONTRACTOR TO CONFIRM WITH CONTRACTOR TO CONFIRM WITH MERIDIAN PROJECT MANAGER THAT PROPERTY OWNER WISHES TO HAVE WATER SERVICE INSTALLED. CONTRACTOR TO CONFIRM LOCATION WITH PROPERTY OWNER.

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Codee Neider

08/27/26

LD-CAP-2026-0007

AutoCAD SHX Text

AutoCAD SHX Text S1209438555

AutoCAD SHX Text

PINNACLE ENTERPRISES LLC

AutoCAD SHX Text

AutoCAD SHX Text

W FRANKLIN RD

AutoCAD SHX Text

AutoCAD SHX Text S1209438700

AutoCAD SHX Text

JOHN STALLINGS

AutoCAD SHX Text

AutoCAD SHX Text

W FRANKLIN RD

AutoCAD SHX Text

AutoCAD SHX Text S1209438758

AutoCAD SHX Text

DMB INVESTMENTS LLC

AutoCAD SHX Text

AutoCAD SHX Text

W FRANKLIN RD

AutoCAD SHX Text

AutoCAD SHX Text S1216120645

AutoCAD SHX Text

ROBERT ZEHNER

AutoCAD SHX Text

AutoCAD SHX Text

W FRANKLIN RD

AutoCAD SHX Text

AutoCAD SHX Text S1216120750

AutoCAD SHX Text

SHOEMAKER PROPERTIES LLC

AutoCAD SHX Text

AutoCAD SHX Text

W FRANKLIN RD

AutoCAD SHX Text

AutoCAD SHX Text S1216121041

AutoCAD SHX Text

DESCHUTES INVESTMENTS LLC

AutoCAD SHX Text

AutoCAD SHX Text

W FRANKLIN RD

AutoCAD SHX Text

AutoCAD SHX Text S1216120800

AutoCAD SHX Text

WALTER STURGIS

AutoCAD SHX Text

AutoCAD SHX Text

W FRANKLIN RD

AutoCAD SHX Text

TBM #108

AutoCAD SHX Text

TBM #104

AutoCAD SHX Text

WM

AutoCAD SHX Text 15'

AutoCAD SHX Text

WM

AutoCAD SHX Text

EXISTING IRRIGATION

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

EXISTING IRRIGATION

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

EXISTING IRR.

AutoCAD SHX Text

IRRIGATION

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APPROXIMATE LOCATION EXISTING WATER MAIN

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APPROXIMATE LOCATION NEW WATER MAIN

AutoCAD SHX Text

NO.

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ITEM

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REVISIONS

AutoCAD SHX Text

DRAWING: DESIGN

AutoCAD SHX Text

JOB NO: 26006

AutoCAD SHX Text

CONSULTING ENGINEERS AND LAND SURVEYORS

AutoCAD SHX Text

CIVIL SURVEY CONSULTANTS, INC.

AutoCAD SHX Text

MERIDIAN, IDAHO 83642

AutoCAD SHX Text (208)888-4312

AutoCAD SHX Text

2893 S. MERIDIAN ROAD

AutoCAD SHX Text

SHEET 12 OF 18

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE

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AutoCAD SHX Text

DESIGNED

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DRAWN

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CHECKED

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APPROVED

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CJP/JJP

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CJP

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JJP

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SCALE: HORIZ. 1"=20' VERT. 1"=2'

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SCALE: 1"=20'

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AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

MATCH LINE (130+00) - SEE SHEET 11

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MATCH LINE (135+00) - SEE SHEET 13

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NOTES

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text

248 LF

AutoCAD SHX Text

BENCHMARKS

AutoCAD SHX Text **REFER TO ACHD PROJECT #323021/523011 PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS AND PROJECT HORIZONTAL AND VERTICAL CONTROL.

AutoCAD SHX Text TBM #108 - 5/8" REBAR WITH OCP STA. 132+42.62, 54.78' LT ELEV=2541.35 N=707317.09 E=2436697.12 TBM #104 - 5/8" REBAR WITH OCP STA. 132+94.05, 41.75' RT 132+94.05, 41.75' RT ELEV=2543.05 N=707220.03 E=2436747.55

AutoCAD SHX Text

134+29.00 48.50' LT

AutoCAD SHX Text

1" SINGLE WATER SERVICE CONNECTION, ITEM 404.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text

DATE: JULY 2026

AutoCAD SHX Text

FRANKLIN RD

AutoCAD SHX Text

133+01.57 15.00' LT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONCRETE THRUST BLOCK, INCIDENTAL TO PROJECT.

AutoCAD SHX Text

CONNECT TO EXISTING VALVE, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE EXISTING BLOW-OFF ASSEMBLY, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ADJUST EXISTING VALVE BOX TO GRADE, ITEM 2030.4.1.C.1.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2 EA

AutoCAD SHX Text

AutoCAD SHX Text

NON-POTABLE PIPE CROSSING, SEE WATER NOTES ON SHEET 2.

AutoCAD SHX Text

132+48.00 50.00' LT

AutoCAD SHX Text

AutoCAD SHX Text

17 LF

AutoCAD SHX Text

132+48.00 15.00' LT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 12" DUCTILE IRON ADAPTER, FLxMJ, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

8" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401.4.1.A.1.

AutoCAD SHX Text 8" GATE VALVE, FLxMJ, ITEM 402.4.1.A.1.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 12"x12"x8" DUCTILE IRON TEE, FLxFLxFL, INCIDENTAL TO PIPE ITEM.

AutoCAD SHX Text

AutoCAD SHX Text

2" BLOW-OFF ASSEMBLY PER MERIDIAN SD-W12, ITEM SP-M04004.

AutoCAD SHX Text

AutoCAD SHX Text 12" GATE VALVE, FLxMJ, ITEM 402.4.1.A.1.

AutoCAD SHX Text

54 LF

AutoCAD SHX Text

132+73.00 48.50' LT

AutoCAD SHX Text

132+48.00 32.50' LT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

* CONTRACTOR TO CONFIRM WITH CONTRACTOR TO CONFIRM WITH MERIDIAN PROJECT MANAGER THAT PROPERTY OWNER WISHES TO HAVE WATER SERVICE INSTALLED. CONTRACTOR TO CONFIRM LOCATION WITH PROPERTY OWNER.

AutoCAD SHX Text

* CONTRACTOR TO CONFIRM WITH CONTRACTOR TO CONFIRM WITH MERIDIAN PROJECT MANAGER THAT PROPERTY OWNER WISHES TO HAVE WATER SERVICE INSTALLED. CONTRACTOR TO CONFIRM LOCATION WITH PROPERTY OWNER.

AutoCAD SHX Text

* CONTRACTOR TO CONFIRM WITH CONTRACTOR TO CONFIRM WITH MERIDIAN PROJECT MANAGER THAT PROPERTY OWNER WISHES TO HAVE WATER MAIN STUB INSTALLED.

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