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Home My WebLink AboutConstruction Plans ABS Acrylonit(ile-Butudiene-Styrene EXIST Existing STANDARD ABBREVIATIONS RCP Reinforced Concrete Pipe STD Standard 23, COORD Coordinate - 2 W,VICTOR 19 AB AND Abandoned CTV Cable Television FG Finished Grade REF Reference SVC Supered Vertical Curb ACP Asbestos Cement Pipe CY Cubic Yard FH1 Fire Hydrant ISPWC Idaho Standards For Public PC Point of Curvature RL Ridge Line SW Sidewalk STREET LEGEND 11+00 SEWER LEGEND 26 5 30 AH Ahead DBL Double FL Flow Line Works Construction PCC Point of Compound Curvature RR Railroad Sy Square Yard 0+00.00 CENTERLINE STATIONING SEWER LINE&STATION ALT Alternate DI Drop Inlet FTG Footing lVC Island Vertical Curb PE Polyethylene Rt Right TAN Tangent - SEWER MANHOLE&PIPE ANGLE BC Beginning of Curve DIA Diameter FS Finished Surface L Length PIRR Pressurized Irrigation S Slope TC Top of Curb 0 CONCRETE VERTICAL CURB&GUTTER 1800 0 BK Back DIP Ductile Iron Pipe GALV Galvanized UP Lip of Gutter PL Property line SB Seepage Bed TEL Telephone AND DETACHED SIDEWALK,PER ACHD BM Bench mark DW Driveway GB Grade Break LF Linear Foot POC Point on Curve SD Storm Drain TOB Top of Bank V 17. SUPPLEMENT TO ISPWC SD-701&SD-709 S.C. SERVICE CONNECTION FCC- BVC Beginning of Vertical Curve DWG Drawing GIRR Gravity Irrigation LP Low Point POT Point on Tangent SEC Section TOE Toe of Slope UJ_ BW Back of Walk E EASTING GM Gas Meter LT Left PP Power Pole SF Square Foot (feet) TOPO Topography CONCRETE VERTICAL CURB&GUTTER S.L. SERVICE LENGTH -921 7TTTT-) -VTI I I 1, Z ss'u 77777777 .7 AND ATTACHED SIDEWALK,PER ACHD CB Catch Basin EA EACH GR Grade MAINT Maintenance PSI Pounds per Square Inch SG Sand and Grease Trap TRANS Transition SUPPLEMENT TO ISPWC SD-701&SD-709 S.I. SERVICE INVERT N 1/16 cf Cubic Foot EG Edge of Gravel HDPE High Density Polyethylene MH Manhole PT Point of Tangency SP Signal Pole TYP Typical Cl Centerline ELEV Elevation HORIZ Horizontal MW Monitoring Well PVC Polyvinyl Chloride SPRK Sprinkler VB Valve Box ---------------- CONCRETE ROLLED CURB&GUTTER AND EXIST.SEWER LINE&MANHOLE 1h Ir O%L V1%Owe co Clean-Out (Sewer) EM Electric Meter HP High Point N Northing PVMT Pavement SS Sanitary Sewer VC Vertical Curb DETACHED SIDEWALK,PER ACHD AUTB6 CONC Concrete EP Edge of Pavement IV Invert O. Number R Radius STS Storm Tank System VERT Vertical su SUPPLEMENT TO ISPWC SD-702&SD-709 WATER LEGEND COST Construct, Construction EASE Easement IRR Irrigation OHP Overhead Power R/W Right-of-Way STA Station WMI Water Meter GENERAL TRUCTION SEWER CONCRETE ROLLED CURB&GUTTER AND _8"W- CONSTRUCT WATER LINE ATTACHED SIDEWALK,PER ACHD SUPPLEMENT 9 INSTALL DOUBLE WATER SERVICE 1. All construction work shall be done in accordance with the current version of the Idaho Standards for 9. Actual field conditions during trenching may require additional pavement repair beyond 1. Construction of the sewer system shall conform to the standards in the Wastewater SUPPLEMENT TO ISPWC SD-702&SD-709 1/4 M 1 0 INSTALL SINGLE WATER SERVICE eridian Supplemental Specifications to the ISPWC (and any the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in STORM DRAIN SYSTEM WITH A DROP INLET addendums), Meridian Design Standards, the requirements of the Ada County Highway District (ACHD) and/or Policy Manual. General Construction Note No. 1. -12"SD-*--Z AND MANHOLE INSTALL FIRE HYDRANT 0 the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards 1). All asphalt match lines for pavement repair shall be parallel to the centerline of BOUNDARY LINE INSTALL CONC.THRUST BLOCK shall be the controlling standards or specifications. the street and include any area damaged by equipment during trenching operations. 2. The horizontal separation of potable water mains and non-potable water mains 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where RIGHT-OF-WAY LINE 811W EXISTING WATER LINE C3 2. The Contractor shall hove a copy of the latest City of Meridian Standard Specifications and Drawings on Contractor shall replace the entire roadway surface. it is necessary for a potable water main and non-potable water main to cross with less W. CENTERLINE EXISTING DOUBLE WATER SERVICE LU site or readily accessible at all times during construction (available on the website). Failure to have a current 3). Contractor shall replace the pavement surface to ensure matchline does not fall than eighteen (18) inches of vertical separation, the crossing shall be constructed in CS /161 copy of the Standard Specifications on site could be grounds for a stop work order until the situation is within the wheel path of a lone. Matchline shall only fall in the center or edge of a accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems LOT LINE 0 EXISTING SINGLE WATER SERVICE S 1/16, CQ resolved. travel lane. (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). cc Z 4). Flowable fill or imported material may be required if the native trench material is -00E- DIRECTION OF SURFACE FLOW EXISTING FIRE HYDRANT W 0 C3 9 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works deemed unsuitable by ACHD Inspector, does not meet compaction standards or time 3. The horizontal separation of non-potable services and potable water services or Z 0) C4 Department on site at all times. is a critical factor. potable water mains shall be a minimum of six (6) feet. Where it is necessary fora W 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff potable water main and non-potable water main to cross with less than eighteen (18) ca on-site meeting with the City of Meridian Project Inspector) prior to start of work. L= 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or an before construction begins. inches of vertical separation, the crossing shall be constructed in accordance with AM Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) 1 TY ROAD....... ....261.251 W. 10. The Engineer of Record certifies that the plans are prepared in substantial and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). - W C- J _J 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is conformance with the ACHD Policy and standards in effect at the time of preparation. 3� 36 A ........... 3-1 0- The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever required. No work may begin on any project without twenty-four (24) hour prior notice. 11 00 Z r= design. All variances from ACHD Policy shall be approved in writing. The following VICINITY MAP Q C6 LU y the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage = cc variances, listed by date and short description, were approved for the project: None. 0 L'U0 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours prior to required testing. swales). 1 1000' V3 Contractor may not open or close water valves. 11. ACHD will inspect all improvements which fall within ACHD right-of-way or A PORTION OF THE W 1/2 OF SECTION 25, CD 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to TOWNSHIP 3 NORTH,RANGE 1 WEST,B.M. W N ., �, LU 7. All material furnished on, or for the project must meet the minimum requirements of the approving easements including, but not limited to, storm drain construction, trench backfill bgrade or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTM MERIDIAN,ADA COUNTY,IDAHO gm = su �„) P0 12 agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that procedures, roadway construction and concrete work. Any work to be done outside of > ;Z LU all materials installed on this project meet the specification requirements set forth in General Construction the 300' extended boundary of the project will require a separate permit through ACHD D 2241, SDR 21, including service lines and fittings. OJ Z 5 W't 6 O > L0 in LU Inspection Services Division. The Contractor will schedule an inspection, requested Note No. 1. 6. The Contractor shall conduct an air pressure test and television inspection after all ML,WLU through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) underground utilities have been installed. The Contractor shall provide a videotape of the X C>W Khours prior to construction starting. inspection prior to final acceptance of the sewer. � �--8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches F1 7 for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 7. All CCTV inspections shall be completed by a third-porty testing firm. < WA 1 / FUTURE PHASE ac 8 _ER Z 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works C) LJJ c!) 8. Approval and acceptance of all sewer construction will be b the Public Works 5 LU Department, and their decision shall be final. Such inspections shall not relieve the Contractor from the 1. Construction of the water system shall conform to the standards in the "Idaho Rules for y Z CO L= =UJ responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards land specifications Department and their decision shall be final. Such inspections shall not relieve the LK4 f UUJ construction plans. referred to in General Construction Note No.l. Contractor from the responsibility of performing the work in an acceptable manner in 02 accordance with the approved construction plans and Standard Specifications and Le W. HARRIS ST. - BM #A TEMPORARY ACCESS ROAD Drawings. 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 2. The horizontal separation of potable water mains and non-potable water mains (sanitary writing prior to construction. Cr !N sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is cl C9 necessary for a potable water main and non-potable water main to cross with less than 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM _T 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical permit D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions LL eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance M BLK3 cc!9>Q BLOCK of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. 0 C) from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01,08) 3 2 < 2 co CD the approved plans must be approved in writing from the City Engineer. cc: 4 CC LU and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 10. Locate service lines to the points shown on the drawings or as marked by the AMON MIN&U I e 12. Take all lot dimensions, easements and certain off-site easements from the plot. Engineer in the field. Mark and construct service lines in accordance with Section 504 3. The horizontal separation of non-potable services and potable water services or potable per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. 5 W. BRIARCLIFF ST. HORIZONTAL DATUM USED water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water SW3. The service marker shall be in place for the final inspection. Service lines shall M9 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage I N% main and non-potable water main to cross with less than eighteen (18) inches of vertical extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten a's and irrigation improvements are in place and functioning. US GOVERNMENT HORIZONTAL NAD83 UD to separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may ADJUSTED TO THE ADA COUNTY H.A.R.N.SURVEY Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the 6 14. All Contractors working within the project boundaries are responsible for compliance with all applicable be a maximum five (5) feet deep at the property line unless otherwise approved by City LU 2 safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices Wastewater Rules (IDAPA 58.01.16). Engineer. CD and control of traffic within and around the construction area. UJ CP LU 7 CD BLOCK 2 BENCHMARK 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line 11. The Public Works Deportment will inspect all public sewer construction whether within ® Of 15. All Contractors working within the public road right-of-way are required to secure a right-of-way crosses a storm water treatment facility (i.e. seepage beds, drainage swales). public right-of-way or easement. The Contractor will notify the Public Works 3 /� DATUM USED N.A.V.D.88 1W $1 construction permit from ACHD at least twenty-four (24) hours prior to any construction. Department forty-eight (48) hours prior to start of construction, and again twenty-four FUTURE PHASE 8 BM ,A (24) hours prior to pouring concrete collars. 5. The Contractor shall be responsible for providing continuous water service to all existing 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall water users affected by construction. If water service must be interrupted, the Contractor 4 ELEVATION = 2707.46 determine the exact location of all existing utilities before commencing work, The Contractor assumes all shall coordinate with the Public Works Inspector. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, FND.ALUMINUM CAP 0 CY)responsibility for any and all damages caused by his failure to exactly locate and preserve any and all during the pipe laying and pipe joining operations and while making sewer tops. Clean 5 0 0 underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all A and and restore to their original state any ditches and storm drain facilities that are silted ob 9 co standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be BLOCK 1 >\ 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet three-quarter (3/4) inch rock chips unless otherwise approved. 6 111 0) N from water mains. This requirement does not apply to catch basins or sand and grease traps. 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the 10 CD 0 2 QN 7 Supplemental Specifications and Drawings to the ISPWC. Water mains shall be A C-900, 13. The Ada County Highway District will inspect the trench above the pipe zone in 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). or C-909, Class 150 PVC. accordance with current ACHD standards. WW 0 Cr 1: UL 8 < / �1 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 8. Five (5) feet of cover shall be provided for all water mains located in a section line and 14. Install sewer service lines prior to street improvements. 12 CD 0 CD actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide mid-section line road. Four (4) feet of cover shall be provided for all other water mains. 9 0 0 0) Z I these locations to the Design Engineer for use in the production of record drawings. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of g 13 a:"�L V � < CD 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds Meridian Supplemental Specifications & Drawings to the ISPWC. 5 2 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but notO 0 cc -� and drywells) at least 25 feet from main water lines. This requirement does not apply to 1 00 14 cc LL 0 limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Ni,, DEVELOPER work to be done outside of the 300' extended boundary of the project will require a separate permit through catch basins or sand and grease vaults. Meridian Supplemental Specifications & Drawings to the ISPWC. 12 L.C. DEVELOPMENT, INC. CD ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD 15 N C 10. The Contractor shall notify the Public Works Department two (2) working days before P.O.BOX 518 0 0 Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction starting. initial construction begins and shall also request inspection of water lines and appurtenances 17. All manholes shall be constructed to be watertight with the top of cone located T_ r- within one (1) foot of the finished grade. The sewer Contractor shall supply all lid 16 13 MERIDIAN, IDAHO 83680 CL 21. The Contractors shall remove all obstructions above and below ground required for the construction of twenty-four (24) hours in advance of backfilling. assemblies and the required number of risers and grade rings. The sewer Contractor I V. CONTACT: LEE CENTERS the proposed improvements. This work includes clearing and grubbing, which includes clearing the around shall field-verify the elevation of the top of the manhole cone to assure that all ring Email: 8881852ggmaii.com 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance SITE MAP 17 surface of all trees, stumps, brush, undergrowth, hedges, heavy growth of trees and/or weeds, fences, with applicable portions of Section 401 of the Supplemental Specifications and Drawings to elevations match final street grades. Manholes may have twelve (12) inches maximum of N.T.S. /< rings.structures, debris, rubbish, and other material not suitable for the foundation of pavements and other ISPWC. grade 18 structures. All material not suitable for future use on-site shall be disposed of off site at an approved TEMPORARY ENGINEER location. 12. The Contractor shall be responsible for locating and marking all existing service 18. Where concrete collars are used, the paving Contractor shall set the grade and pour TURN-AROUND connections per Standard Drawing SW3. the concrete collars per Section 502 per City of Meridian Supplemental Specifications & ENGINEERING SOLUTIONS, LLP 22. All costs of retesting for previously failed tests, if required, shall be back charged to the responsible Drawings to the ISPWC. The paving Contractor shall contact the City of Meridian Public 1029 N. ROSARIO ST.,STE. 100 contractor by the owner. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of Works Department twenty-four (24) hours prior to pouring concrete collars. MERIDIAN, IDAHO 83642 maximum density to prevent further settlement. KATHLEEN M.STROSCHEIN, P.E. 23. All costs incurred by the contractor for correcting deficient work shall be the responsibility of the 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) FUTURE PHASE PHONE (208) 938-0980 "s contractor who performed the work. Failure to correct deficient work will be cause for issuance of a stop 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations -five (45) work order and possible termination. match final street grade, & that all meter lid elevations match an extension of the sidewalk feet deep, with the vertical wall placed on the upstream side and rotated forty EMAIL: KATHYS@ENGSOL.ORG grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign degrees. Manholes less than four (4) feet deep shall have concentric cones. 7 cc LLJ 24. When discrepancies occur between the plans and specifications, the contractor shall immediately notify the debris and to ensure that the locking lids are free of concrete from the collar pouring 20. The Contractor may air-test all the sewer lines after backfilling and settling of the O :1 X Engineer. Untimely notification shall nullify ant contractors claim for additional compensation. operation. trenches for his own benefit prior to the installation of the other utilities to ensure the SHEET INDEX ZCl) Cl) integrity of the installed line. He shall furnish all equipment and personnel required to 1 25. All construction shall adhere to the Brundage Estates Subdivision No.1 Geotechnical Evaluation prepared by 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are perform the test. The Contractor shall retest all sewer lines, in the presence of the V1in UJ Idaho Native, LLC, dated October 25, 2024. to be centered between back of sidewalk and the right-of-way as shown on Standard 1 OF 29 T-1 = TITLE SHEET 17 OF 29 S-3 SEWER &WATER PLAN AND PROFILE cm J inspector for the City of Meridian Public Works Department, after all utilities have been Q 1 0 a Drawing W7. All gate valves shall be set as close (flange connected) as possible to main line installed and prior to installation of the street surfacing. The Contractor shall schedule 2 OF 29 DEM-1 = DEMOLITION PLAN AND WATER CONTROL VALVE DETAIL Z ROADWAY fittings. with City of Meridian Public Works Department a minimum of twenty-four (24) hours 3 OF 29 DEM-2 = DEMOLITION PLAN W.HARRIS ST. 0 prior to the retest. 18 OF 29 S-4 = SEWER &WATER PLAN AND PROFILE 1. All Contractors working within the public road right-of-way are required to secure a right-of-way 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to 4 OF 29 STRP-1 = S. LINDER RD. STRIPING PLAN S.LARAMBLA AVE./W.BRIARCLIFF ST. UJI construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. the Engineer. 21. Upon the completion of work, the Contractor shall submit a set of "Record 5 OF 29 GRD-1 = GRADING PLAN 19 OF 29 S-5 = SEWER &WATER PLAN AND PROFILE 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe 17. The Contractor may pressure-test all water lines before disinfection and flushing, for His Drawings" to the Engineer. 6 OF 29 GRD-2 = GRADING PLAN S.RIDGE EDGE WAY-W.BRIARCLIFF ST. 7MIJ"Mm zone. own benefit prior to installation of other utilities to ensure the integrity of the installed line. 22. The Contractor shall be responsible for locating and marking all existing service 7 OF 29 LGT-1 = STREET LIGHT, SIGNAGE AND 20 OF 29 S-6 = SEWER &WATER PLAN AND PROFILE After all utilities are installed and prior to paving, the Contractor shall perform a final connections in accordance with Standard Drawing SW3. ON-SITE STRIPING PLAN S.RIDGE EDGE WAY MERIDIAN CITY PROJECT 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot pressure test and finder wire continuity test with Meridian Public Works Department personnel 8 OF 29 ST-1 = STREET PLAN 21 OF 29 S-7 = SEWER &WATER PLAN AND PROFILE improvements outside the public right-of-way° in attendance. The Contractor shall furnish all personnel and equipment necessary to conduct 23. The most current edition of the City of Meridian Specifications Standards & Drawings S.RIDGE EDGE WAY RECORD ID. NO. the test. Only water from the City of Meridian's water system shall be used to conduct the to the ISPWC Book MUST be on site at all times. A stop order can be issued if the 9 OF 29 ST-2 = STREET PLAN 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the pressure test° book is not on site. 10 OF 29 ST-3 = STREET PROFILES 22 OF 29 PIRR-1 = PRESSURE IRRIGATION PLAN latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the 23 OF 29 PIRR-2 = PRESSURE IRRIGATION PLAN SCALE AS SHOWN I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST 11 OF 29 ST-4 = STREET PROFILES be on site at all times. A stop order can be issued if the book is not on site. 12 OF 29 UTIL-1 = OVERALL UTILITY LAYOUT 24 OF 29 PIRR-3 = PRESSURE IRRIGATION NOTES AND DETAILS DATE 11/15/2024 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. 19, Locate service lines to the points shown on the drawings or as marked by the THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD 13 OF 29 UTIL-2 = OVERALL UTILITY LAYOUT 25 OF 29 PMP-1 = PUMP STATION DETAILS&NOTES PROD. NO. 240903 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Engineer in the field. Mark and construct service lines in accordance with Section 504 per SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL 14 OF 29 SD-1 = STORM DRAIN PLAN 26 OF 29 GIRR-1 = 12"GRAVITY IRRIGATION OVERFLOW Works will inspect storm drainage improvements serving private roads, parking lots and other paving City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 15 OF 29 S-1 = SEWER &WATER PLAN AND PROFILE PLAN PROFILE&DETAILS SHEET 1 OF 29 improvements outside the public right-of-way. The service marker shall be in place for the final inspection. Service lines shall extend ten COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR S.LINDER ROAD 27 OF 29 GIRR-2 = 12"GRAVITY IRRIGATION PLAN AND PROFILE (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND 28 OF 29 DT-1 = STREET DETAILS 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and beyond the sidewalk where there is detached sidewalk. 16 OF 29 S-2 = SEWER &WATER PLAN AND PROFILE gutter, valley gutter or sidewalk improvements. PRESERVE MY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL S. LINDER ROAD 29 OF 29 DT-2 = STORM DRAIN DETAILS T� 1 DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 8. The street Contractor shall backfill all sidewalks at the completion of the paving. 240903-TI.DWG SEE SHEET 2 DEM— HORIZONTAL r x s fi � N. 40 20 0 40 80 120 � o I II u LEGEND SCALE IN FEET 17 I . I EX.SIRE HYDRANT N3 I EXISTING POWER POLE AND VALVES I x I EXISTING TELEPHONE RISER 3S 00 4 i t I II I•e •• LJ c i xf I!I u J 1 PAVEMENT REPAIR NOTES: I I I I 1 12"IR 1�1111BLOCK 5 wftft If ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN.THE FOLLOWING CONDITIONS ARE LISTED IN SECTION � IIcii % o _. _ ,. _ I — — 6000 OF THE ACHD POLICY MANUAL. D1 • • : a .'..• _'•:: :;:. a' :a:• '-'.:': �::.; '.� ::.= a=: , . > :' 1 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE f I m OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING i r. :a •: OPERATIONS. co r W. HARRIS ST. 12-W N 12"W 12„� 2. IF THE CULMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, O Lo $ o W. HARRIS ST. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. Ln cm — . . . . . . . • • - . . . . . . _ ® - -►8"S T .- � 20+ T .• .• .• . .• .'.• '. . - .'. . '.. • . ' •. • . . ..• r A A E T FA E T [r r- s C D3 s S + . 3. CONTRACTOR SHALL REPLACE HE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NO Ex GRAVEL N4 T T 8 S FALL WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OF DRIVEWAY .._ ;.. - _ EDGE OF A TRAVEL LANE. j o 4. FLOWABLE FILL OR IMPORTED MATERIAL MAYBE REQUIRED IF THE NATIVE TRENCH MATERIAL IS 1. - . {� o e .„- s 65. r,A .. — 7 7 ✓ e ar gy ," F° . � DEEMED UNSUITABLE BY ACHD INSPECTOR DOES NOT MEET THE COMPACTION STANDARDS OR J o o a° r0 / E.G— - — / t r P •' uj r °`° , ` I �" TIME IS A CRITICAL FACTOR. o i+ / I Lu } r� _._.... C"sw �---��--------- E.G.-- __ ., .. m .. ... [ . ,�,._.. _., �._,, O .- . . - :• . .-.-� �� _._. �'� --� � � ��-� ��.� ...—.-.--" ---- ------'- v� ... 5. ANY EX EPTI S TO T E RUL HALL BE PRE-APPROVED iN WRITING Y DISTRICT TAFF � I ' - . �� , ---��. •' m .. `-' `-��:�--�---- '------ -- C ON HES ES S B S „ F .. / -° BEFORE CONSTRUCTION BEGINS. W i a a: : '� '' t/� CJ D4 w �I D5 N7 =W W 3s+00 o D4 D5 CV z�j I I wpm �I � mWw I I I I 1 BLOCK 1 zi+oo r u 0 d. BLOCK 3 o k I II I 3 2 ;t NOTES. I I I •. 2 q II 4 z �p cc o y C> 1 I I zz� •x4 H 11. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES EVEN IF NOT SHOWN. 5. ABANDON EXISTING WELL IN ACCORDANCE WITH IDAHO DEPT.OF WATER RESOURCES O L w D1 I I co c �..— f-- Lu N I i i I COORDINATE ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO REQUIREMENTS. REMOVE AND DISPOSE OF EXISTING STRUCTURE AND ALL UNDERGROUND Q F I :r: POWER CO.,INTERMOUNTAIN GAS CO.,ETC.. PIPING.COMPACT ALL DISTURBED SOIL PER SOILS REPORT. O Q o W t I ii I z 1 21J= j [ i i I •. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION 6. EXISTING SEPTIC TANKS,DRAIN FIELDS,ETC.,MUST BE ABANDONED IN ACCORDANCE WITH p o CD AND EXISTING DRAWINGS.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL CENTRAL DISTRICT HEALTH DEPT.REQUIREMENTS. o ?; ':- - :,•�•:` - �. `�-`_ e, "' ui EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL V'- O 35+00 r I I - W RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND 7. TYPE P PAVEMENT REPAIR(ISPWC ACHD SUPPLEMENT SD 303)IS REQUIRED AT A MINIMUM.I cc o C I ,- 8°W g„ C 0 8�W PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT EXISTING PAVEMENT SECTION IS GREATER THAN THE TYPE'P',THEN CONTRACTOR SHALL m I I I o 0 1-800-342-1585 PRIOR TO ANY EXCAVATION. MATCH EXISTING SECTION. A MINIMUM 20-FOOT WIDE ASPHALT PATCH BACK IS REQUIRED. W. BRIARCLIFF ST. II i r 22+01 I I I e 5 8"S 8"S ,� 3. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED IN CURRENT OR FUTURE 8. CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING TEST HOLES AND FILL WITH STRUCTURAL c��0�'AL I I I = 2X� RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL.SEE NOTE 3 AND STRUCTURAL FILL NOTE ON THIS SHEET. ��, �.�GENSFO I I a FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE O •' ' ` = e .•':.'. •. :•:` <. • :p:. =• " REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE 9. CONTRACTOR SHALL REMOVE&DISPOSE OF ALL EXISTING STRUCTURES,CONCRETE,FENCES, COMPACTION TESTS. TREES,ETC..COORDINATE ALL WORK WITH PROJECT DEVELOPER. o 7c e o� (s£ I I I °C 4. REMOVE ALL FENCING IN PHASE 1 PER DEVELOPER. 10. CONTRACTOR SHALL RETAIN AND PROTECT ALL MAILBOXES,UTILITIES,DRIVEWAYS,DITCHES, ��9 15 s o' I i i I ; r 42+42.46 1 ) FENCING,ETC.,ON THE WEST SIDE OF S.LINDER ROAD. ` l OF k ,I' 1,1 i I" II I E oo oo 34+00 •• - ... . .•a 6 y: r III Io w ' �I o COD- w oo I- 2 KEYNOTE ITEM LIST KEYNOTE ITEM LIST t 43+00 ' cm I �► CD REMOVE AND DISPOSE OF EXISTING PAVEMENT. RETAIN AND PROTECT EXISTING TELEPHONE RISER AND _ D1 N1 0 � co - -. �' SEE PAVEMENT REPAIR NOTES ON THIS SHEETall . UNDERGROUND FACILITIES.SEE NOTE 2 ON THIS SHEET. w Iolo I T S. T. 4 � i L I k I I I I� EXISTING POWER POLES,OVERHEAD AND UNDERGROUND(UG)POWER AND ALL N2 RETAIN AND PROTECT EXISTING SEWER MANHOLE. �- Q o I I I (n a I I I I Lu 4 OTHER UTILITIES SHALL BE REMOVED/RELOCATED BY IDAHO POWER COMPANY, 00 D2 o 7 o UNLESS OTHERWISE DIRECTED.COORDINATE ALL REMOVAL WITH DEVELOPER AND RETAIN AND PROTECT EXISTING WATER FACILITIES. oC ' y BLOCK 2 IDAHO POWER COMPANY. N C V co I I I I RETAIN AND PROTECT EXISTING DRIVEWAYS AND ACCESS ROADS ALONG ® co cr 00 43+60.11 3 REMOVE AND DISPOSE OF EXISTING IRRIGATION PIPES,STRUCTURES AND/OR S.LINDER ROAD.REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION TO NEW ir w 0 R N4 z 2 33+00 I{ I I D3 CONCRETE DITCHES.CONTRACTOR SHALL COORDINATE ALL WORK WITH DEVELOPER CONDITION.CONTRACTOR SHALL NOTIFY AND COORDINATE WITH PROPERTY I AND DOWNSTREAM USERS. OWNERS OF ANY TEMPORARY DRIVEWAY AND/OR ROAD CLOSURES. N c . o g a ' I I I D4 a. REMOVE AND DISPOSE OF EXISTING GRAVEL ROAD. TYPE'P'PAVEMENT REPAIR WILL BE REQUIRED AFTER REMOVAL/DISPOSAL OF `a III • 10 Qo .: N5 EXISTING IRRIGATION PIPE CROSSING S.LINDER ROAD.SEE PAVEMENT REPAIR I I i I 4�� REMOVE AND DISPOSE OF UNSUITABLE SOILS IN BOTTOMS OF EXISTING DITCHES NOTES AND NOTE 7 ON THIS SHEET FOR ADDITIONAL INFORMATION. 8 AND SWALES AS NEEDED.REPLACE WITH STRUCTURAL FILL.SEE STRUCTURAL FILL NOTE ON THIS SHEET. N6 RETAIN AND PROTECT EXISTING SIGN OR RELOCATE SIGN PER ACHD. z II - 4. 4 I I I I e ABANDON EXISTING WELL. 11�u D6 SEE NOTE 5 ON THIS SHEET FOR ADDITIONAL INFORMATION. N7 RETAIN AND PROTECT EXISTING GRAVEL ROAD. • - •. .R6i`A{ '• - .e. :i. _: •.. ••:•• S(; SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE. '-• e' -" } ` } SiAI 3 - _2+00 i n j v w I I ',. OhX� o z I ` ii N 1 ♦ z 5 ♦ STRUCTURAL FILL NOTE. M.■� �, O Ex.LEAK DETECTION I D4 IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP j STATION AND VALVE N 3 I t CV ' K 06 -�. • ' EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE BRUNDAGE ESTATES O II o III I _. a 9 :� ♦ SUBDIVISION NO. 1 GEOTECHNICAL EVALUATION REPORT,PREPARED BY IDAHO NATIVE GEOTECH, O D1 I1, f f I I I A!� LLC.,DATED OCTOBER 25,2024.COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED A F- a I $U D2 ° D2 ♦ BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS.COMPACTION TEST A w uj x k W J ° d.• RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING to \\ 6 PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. 7 •9 •a: \ '"D E.G. 0. %X 'fie :,. 0` ♦ E.G. N4 ` ' -- ao+ss'sT lam— 10 o �� I--. TOB ` _ EX 0R4 ! 'o _ RQ ol rINN Fo F 7 c�� '9` ♦ SCALE 1 e=40' co N1O q� �y HORIZ O \ Rq` DATE 11/15/2024 �..• PROJ. NO. 240903 ``` .. 8 ♦ SHEET 2 OF 29 o \ F� e \ \ 30+00 DEM � l .' 12 e :•• \ 240903-DEMO.DWG HORIZONTAL A/ 40 20 0 40 80 120 SCALE IN FEET JL E.G-----------E.G-------------- r ` E G. E.G. C a m 0 - w kcS oo PAVEMENT REPAIR NOTES: � LEGEND +00 _- --—--— ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR EXISTING POWER POLE EX.PAVED A I SEE B E LO V RT _-" w BEYOND THE LIMITS SHOWN ON THE PLAN.THE FOLLOWING CONDITIONS ARE LISTED IN SECTION DRIVEWAY N4 _ 4 +78.55 - EXISTING TELEPHONE RISER 6000 OF THE ACHD POLICY MANUAL. g4 43 0® I� .MATCH LINE � d v --- I I 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING I t r oo I j I I r OPERATIONS. III D1 IIIi z I I I w I W 2. IF THE CULMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, O o CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. co w r _ { 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT OC ! I I I FALL WITHIN THE W PATH ONLY FA I T r- I S(', f HEEL A OF A LANE.MATCH LINE SHALL 0 L FALL N HE CENTER OF EDGE OF A TRAVEL LANE. cc € I j EX SEWER �tr� I 48+92. 9 g o N2 MANHOLE o W 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS a® N I I 1 I I DEEMED UNSUITABLE BY ACHD INSPECTOR,DOES NOT MEET THE COMPACTION STANDARDS OR z o l I TIME IS A CRITICAL FACTOR. o�� 42 00 — ( I 5. ANY EXCEPTIONS T THESE IN WRITING I z c I C NS 0 ESE RULES SHALL BE PRE-APPROVED NG BY DISTRICT STAFF } I I BEFORE CONSTRUCTION BEGINS. W III l I III I 4r CV 0 wOL- SID Lo ,L I€ T w 'N o I t F I I � . � ( 3 I� � } � t'I r oNw { I I � z z r � �� NOTES: �— '— _ <s � 48 00 G=0 o I _ P ® u- CDw I III :I 1. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. 5. ABANDON EXISTING WELL IN ACCORDANCE WITH IDAHO DEPT.OF WATER RESOURCES I— _ III I G COORDINATE ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO REQUIREMENTS. REMOVE AND DISPOSE OF EXISTING STRUCTURE AND ALL UNDERGROUND _ I III I ID U < �� III I I I # POWER CO.,INTERMOUNTAIN GAS CO.,ETC.. PIPING.COMPACT ALL DISTURBED SOIL PER SOILS REPORT. ® Q o k G 41 00 { II5 w�'� III j I. I . z � co IE I 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION 6. EXISTING SEPTIC TANKS,DRAIN FIELDS,ETC.,MUST BE ABANDONED IN ACCORDANCE WTfH � w AND EXISTING DRAWINGS.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL CENTRAL DISTRICT HEALTH DEPT.REQUIREMENTS. 0 �o � w � = ( I a EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL u- a� I = o d �� • RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND 7. TYPE P PAVEMENT REPAIR(ISPWC ACHD SUPPLEMENT SD-303)IS REQUIRED AT A MINIMUM.IF o o r O { �ED D1 3 I I P CC W e=. PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT EXISTING PAVEMENT SECTION IS GREATER THAN THE TYPE P,THEN CONTRACTOR SHALL m I { 1-800-342-1585 PRIOR TO ANY EXCAVATION. MATCH EXISTING SECTION. A MINIMUM 20-FOOT WIDE ASPHALT PATCH BACK IS REQUIRED. II W III I{ _ I ( 3. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE 8. CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING TEST HOLES AND FILL WITH STRUCTURAL S�QNAL I : III RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL.SEE NOTE 3 AND STRUCTURAL FILL NOTE ON THIS SHEET. �,� GENS °C I I I FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE I REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE 9. CONTRACTOR SHALL REMOVE&DISPOSE OF ALL EXISTING STRUCTURES,CONCRETE,FENCES, g J I I I ( I I COMPACTION TESTS. TREES ETC..COORDINATE ALL WORK WITH PROJECT DEVELOPER. I .I ( i i � g III ' I III, I :# cp tV 40 { 4. REMOVE ALL FENCING IN PHASE 1 PER DEVELOPER. 10. CONTRACTOR SHALL RETAIN AND PROTECT ALL MAILBOXES UTILITIES DRIVEWAYS DITCHES t x : FENCING, ETC.,ON THE WEST SIDE OF S.LINDER ROAD. +00 � I i � l 1 � � FNM. S1�� . I � I s I , III T : II E d � I xl tI I r O � tl _ ` I � O o II I EX.FIRE HYDRANT = y w I I AND VALVES N3 t I F..- I { : KEYNOTE ITEM LIST KEYNOTE ITEM LIST � : I k co coI I REMOVE AND DISPOSE OF EXISTING PAVEMENT. RETAIN AND PROTECT EXISTING TELEPHONE RISER AND co N c ' I I I I 4s 00 r D 1 N 1 AC 0 a— 00 .� SEE PAVEMENT REPAIR NOTES ON THIS SHEET. UNDERGROUND FACILITIES.SEE NOTE 2 ON THIS SHEET. w O ! I W w I IW EXISTING POWER POLES,OVERHEAD AND UNDERGROUND(UG)POWER AND ALL RETAIN AND PROTECT EXISTING SEWER MANHOLE. L � o I I I OTHER UTILITIES SHALL BE REMOVED/RELOCATED BY IDAHO POWER COMPANY °D x { I F UNLESS OTHERWISE DIRECTED.COORDINATE ALL REMOVAL WITH DEVELOPER AND RETAIN AND PROTECT EXISTING WATER FACILITIES. CC Z ' III I SC IDAHO POWER COMPANY. i113 Q co III „ b TMo RETAIN AND PROTECT EXISTING DRIVEWAYS AND ACCESS ROADS ALONG ® CC I - I { � � � Ep---____ REMOVE AND DISPOSE OF EXISTING IRRIGATION PIPES,STRUCTURES AND/OR S.LINDER ROAD.REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION TO NEW w o I I I ®D1 I D3 CONCRETE DITCHES.CONTRACTOR SHALL COORDINATE ALL WORK WITH DEVELOPER N4 CONDITION.CONTRACTOR SHALL NOTIFY AND COORDINATE WITH PROPERTY z I w m EP a, AND DOWNSTREAM USERS. OWNERS OF ANY TEMPORARY DRIVEWAY AND/OR ROAD CLOSURES. o 0 c I D4 REMOVE AND DISPOSE OF EXISTING GRAVEL ROAD. TYPE'P'PAVEMENT REPAIR WILL BE REQUIRED AFTER REMOVAL/DISPOSAL OF a' € N5 EXISTING IRRIGATION PIPE CROSSING S.LINDER ROAD.SEE PAVEMENT REPAIR I I U .' I rh REMOVE AND DISPOSE OF UNSUITABLE SOILS IN BOTTOMS OF EXISTING DITCHES NOTES AND NOTE 7 ON THIS SHEET FOR ADDITIONAL INFORMATION. F 45 00 AND SWALES AS NEEDED.REPLACE WITH STRUCTURAL FILL.SEE STRUCTURAL FILL EX.FIRE HYDRANT I : °� NOTE ON THIS SHEET. N RETAIN AND PROTECT EXISTING SIGN OR RELOCATE SIGN PER ACHD. AND VALVES N3 I 6 ABANDON EXISTING WELL. � I° RETAIN AND PROTECT EXISTING GRAVEL ROAD. H I I I o SEE NOTE 5 ON THIS SHEET FOR ADDITIONAL INFORMATION. 1�! 38 00 n I �Q I � SC SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE. io 01 Z f o PIII = Iv ii I I3 co x I I u J' I :I 1 C III 1 I BLOCK 5 , 124Rcc ,,- f _ : o oo STRUCTURAL FILL NOTE: a SC ��. _...•,. •:. :. : .. '-"' 44 0o I : IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP ,,j D1 ' a •` ' =' '� I EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE BRUNDAGE ESTATES Z O Ilk SUBDIVISION NO. 1 GEOTECHNICAL EVALUATION REPORT,PREPARED BY IDAHO NATIVE GEOTECH, O E.c___-- LLC.,DATED OCTOBER 25,2024.COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED �j I- s I I N E.c. BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS.COMPACTION TEST w W W. HARRIS ST. 0 I I I 9 RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING � N1 I : 36+8 5 IV`J - T F-Go E.G. PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. er, oo W� 8HS ,� EX.GRAVEL N4 r I DRIVEWAY SC \ _ 1 .,., oo .a MATCH LINE ' 6 7—' �' �, EX.PAVED I 1 40 W . °� ; a. DRIVEWAY N4 I SCALE HORIz 71} �, - � . � ' F• - -- -- �� = I SEE ABOVE LT DATE 11/15/2024 PROJ. NO. 240903 n D4 II 36+00 r { 1 I I I I I D1 SHEET 3 OF 29 SEE SHEET DEM-1 D M �2 240903-DEMO.DWG RETAIN AND PROTECT a , I1 7 VI s EXISTING CENTERLINE STRIPING II RETAIN AND PROTECT o B R -SINGLE DASHED YELLOWr EXISTING EDGE LINE o z Ia — 38+06.52,24.01 R 38+06.53 13.0'R v, � . BEGIN EDGE LINE I o 44+19.16,1.0'R 11'± I : BEGIN STRIPING TAPER STRIPE/TAPER MATCH EXISTING 11 '' vi u CENTERLINE STRIPING (� j E I d g I III RETAIN AND PROTECT - if I a 1 4 s II EXISTING EDGE LINE —��''4 z. 4+14.33, 12.1 R I I I I. `' r ca LATCH EXISTING 11.9' o 60 17 EDGE LINE STRIPE `a a ca 1 STRIPE TO MATCH E e 17 BLOCK 5 EXISTING STRIPE r 43+43.17, 14.3°R LOCATION MATCH EXISTING PAVEMENT .77�, 37+38.53,24.0'R BEGIN EDGE LINE STRIPE s rom, i HORIZONTAL STRIPE TO MATCH I ° . �' 0 o'o I I I f EXISTING STRIPE 40 20 0 40 80 120 p cm t LOCATION W. HARRIS ST. to cm �I . ..r SEE SHEET LGT-1 FOR wto t ON-SITE STRIPING AND SCALE IN FEET I SIGNAGE PLANow J SEE BELOW LT. _ ��. a� cn rI �� f �� sy4} MATCH LINE— _ �,°-. ��• _ . - . a a. � � � z J� o e m e cc 36+52.03, 13.0 Lu R 36+21.43,23.2 R m 11' I END STRIPING TAPER END EDGE LINE z STRIPE/TAPERLOU,CPO W a �+ 7 ! Lu 'a a" aN � p r I I "HILL BLOCKS MEW S n ® � }v im ;• "35 MPH SPEED LIMIT SIGN" I :e -: N z UJ RETAIN AND PROTECTCL "° s a. II 1 W g ti c cc CC o �I II I zz ( i o I I q` PAINT I N D EX f"_ �-- wLu U CC Q x uu O Q z � ~ Q a I ;; I ITEM DESCRIPTION o W z I I i I Lu 4"NO PASSING ZONE-TWO DIRECTION(YELLOW),PER LATEST EDITION OF ACHD TRAFFIC STD.TS-1112. 0 } (Y �M lu STRIPING DETAIL 7(TS-1112.02). O o o m M ui 4 I; 4"CENTER TWO WAY LEFT TURN LANE, (FOR SPEED ZONES 45 MPH OR GREATER),(YELLOW),SOLID �� I OD I I II I oo � t I I 'E 1 WITH STRIPE GAPCD ,PER LATEST EDITION OF ACHD TRAFFIC STD.TS-1112. �,C I I I STRIPING DETAIL 10(TS-1112.02). m 4"RIGHT EDGELINE(WHITE),PER LATEST EDITION OF ACHD TRAFFIC STD.TS-1112. NA► d 1 i i I 1 STRIPING DETAIL 17(TS-1112.03). 17 I III I 5 v�GENSFO o M cn II cn II I 1 I II06 'DO NOT PASS SIGN" pF RETAIN AND PROTECT I ►► M. S'�� I I f f:.. STRIPE TO MATCH Ica I i i I EXISTING STRIPE LOCATION r gf I I SIGN AND STRIPING NOTES: C� o a. WI 11 6 C ® ? 1. STRIPING SHALL COMPLY WITH THE LATEST EDITIONS OF SECTION 1104 OF THE I.S.P.W.C.AND uw CIO 3 i Q I I THE ACHD SUPPLEMENTAL PROVISIONS. F= cvo I II I 17 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF ACHD TRAFFIC STD.DETAILS � o I x 7 I I TS-1112,TS-1113 AND TS-1114. O ao04 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING,EVEN IF NOT SHOWN ON W O o STRIPE TO MATCH F z I I I _ U- _ y 33+63.65,17.0'R PLANS. _ EXISTING STRIPE I 1 I PAVE.TAPE 4. ALL INSTALLED SIGNS MUST MEET THE REQUIREMENTS FOR DIMENSION,PLACEMENT,LETTERING, C0 ® O LOCATION RETAIN AND PROTECT BEGIN AVE R SYMBOLS,AND ILLUMINATION AND REFLECTION PER THE CURRENT MANUAL OF UNIFORM TRAFFIC O o EXISTING EDGE LINE z CONTROL DEVICES AND THE LATEST EDITION OF ADA COUNTY HIGHWAY DISTRICT ILLUMINATION, V Q 7 TRAFFIC SIGNAL SYSTEMS,ELECTRICAL,TRAFFIC SIGN INSTALLATION AND PAVEMENT MARKINGS � { RETAIN AND PROTECT I I SUPPLEMENTAL PROVISIONS TO THE CURRENT IDAHO STANDARDS FOR PUBLIC WORKS cr w o 11' EXISTING EDGE LINE I I► I CONSTRUCTION MANUAL(ISPWC). c� 5. CONTRACTOR SHALL SALVAGE ALL REMOVED SIGNS TO ACHD. CD 6. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR cm 0 VERIFICATION OF COMPLIANCE WITH POLICY&EXISTING PAVEMENT MARKINGS. a. a. EPI _ I i i I 7. CONTRACTOR SHALL RETAIN AND PROTECT ALL SIGNAGE ALONG S.LINDER ROAD. � I 8. CONTRACTOR SHALL REPLACE ALL STRIPING OBLITERATED BY THE CONSTRUCTION OF THE THE r OFFSITE SEWER MAIN. 7 I 32+73.06,2.5'R o I i I 32+72.75, 13.5'R MATCH EXISTING I I, I BEGIN EDGE LINE 8 T� �I1 � ;& 38+06.52,24.0'R CENTERLINE STRIPING I I i i I STRIPE/TAPER � II i 38+06.53, 13.0'R BEGIN EDGE LINE I W STRIPE/TAPER BEGIN STRIPING TAPER U I Z � O U � °� RETAIN AND PROTECT EXISTING CENTERLINE STRIPING 6 •° e: . "= e o: , o. 0.. -DBL.SOLID YELLOW 00 _ y$y ' •e a "m < '°b e. cd IL — C O 1. � � n W I I e° as I I I I 4 M■y M ` I II I e ' f 11.9' = ii I o � �. # �� II I ..� r N � t/� 11 `". I ( I I N i U I I i i I BLOCK 1 O w } 17 BLOCK 5 W z in II I � 37+38.53,24.0'R � I U � to r i �. BEGIN EDGE LINE STRIPE J. 4 10 STRIPE TO MATCH EXISTING STRIPE CAUTION SIGN, 17 30+84.83, 17.0'R RETAIN AND PROTECT W LOCATION ..� I END PAVE.TAPER W.HARRIS ST. SEE SHEET LGT-1 FOR — — - - ON-SITE STRIPING AND 112± — �oB �. , SCALE 1 —40 SIGNAGE PLAN "CAUTION SIGN" HORIZ v� RETAIN AND PROTECT \.. DATE 11/15/2024 MATCH LINE 30+57.18,15.3'R �\ .�.. .r...�,_,„ __._....._.... ...a MATCH EXISTING � PROJ NO 240903 SEE ABOVE RT. . e RETAIN D PROTECT . � m` � TAI AN PR T a EXISTING EDGE LINE y I BEGIN PAVE.TAPER SHEET 4 OF 29 36+52.03, 13.0'R 36+21.43,23.21 R END STRIPING TAPER END EDGE LINE 30+57.18± 13.4'R± STRIPE/TAPER MATCH EXISTING EDGE LINE STRP� l i 240903-STRP.DWG 2703.60 TOE t 2704.00 TOE a -2.0� Ry :WI °C I II I ° - ♦� �, � t oN \ o t cv � �K%, �� o.�o p� of BLOCK 5 Oe - 12"IR ----AM: ___ ,�°O• `Os�� 'sp 2705.30 TOP O °�7 I I °Q - - V -_ _8TPI- ° 81,PI ,ti10 40 20 0 40 80 120 I �O °41 - ^o LK 4 ��0$6 II: �.�0 :• . SCALE IN FEET cc - - T W HARRIS ST. II m I I.. ... �� Z W.HARRIS ST. --.�. W HARRIS ST i o I _ cm 14) 1 r, II i j _ I, _ w IN O. d. .......................... \ \\ . .. 44.4 a- Q} ° d _ _ _ \ O s..:.: .!. .a.. ..... •x 9 . S S �S ' oWa ,m e 2706 e 90 .SIO J, _... ....... . :..... . . . .... . J ?,06 �Ol l,, O�c -.-�. .. co: -2.3%, p •r0 ^ - 2-1-12"I R �� -- - - OF n C I - ... TOF .. 12 IR -12'°I i CE o e' „ .. j' :..'"" 1 --r-. 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED ,W ►- - _ Q - $PI Q .8"FL..... 11 - z o _. �. 1 O..... Q - ? J p --........-... 8 PI:.. ? P1 '� p .. .... .. . ........ ... 12 " .�- Q ® D co _- . ."....47pg.._.__..___-.ao ................._..- �--- ° O os O6 ---� �--- .........................._........... ..... FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES CLEARING AN o m 1� ........ GRUBBING WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES STUMPS BRUSH o CD z 0 ° o`° O`° ®O ND ED W °C � ?�®12 Pa .`O�° `1� `L� `L� .`OQ ?jOS ?gyp U ERGROWTH,H GES,HEAVY GROWTH OF GRASS AND/OR WEEDS,FENCES,STRUCTURES, z W 2.0 oz .�~ In m R r LLJ ?® c' Oo I a�oT I S8o GRADE EXISTING DITCH DEBRIS RUBBISH AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND N L; 1p co. p � � �� W Co - W .� � �i I .. '� � O �.�o I ° F :. I TO MATCH PIPE INVERT. OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED i W I i i ( < m 1 I g SEE GIRR FOR ELEV. OF OFF-SITE AT AN APPROVED LOCATION. o N W o 0 I I I I BLOCK 1 L� 1 ... - ,�; BLOCK 3 r o o I I F I > 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR � v 3 I 2 REUSE.DO NOT MIX TOPSOIL WITH SUBGRADE SOILS.TOPSOIL SHALL BE REUSED AND COMPACTED r O o LU I d I (�, TO ORIGINAL CONDITIONS. r o o c . I I I I . 4c_ � ° e* 3. IN AREAS THAT REQUIRE FILL OVER 1 FOOT THAT ARE OUTSIDE OF RIGHT-OF-WAY,CONTRACTOR W C) u; SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95%STANDARD O � W sLu O1O,o I I PROCTOR IN'I'MAXIMUM LIFTS.COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY U z A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS.COMPACTION TEST RESULTS o 0 v W I ( ?,o9s 2 ��'s pe'� O`�� c�jos� MUST BE SUBMITTED TO THE PROJECT ENGINEER,CITY OF EAGLE PUBLIC z L 0Tp �0�9 9 `' ,m° I `L� 1r� WORKS AND BUILDING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS,AS TESTS ARECC m l II I F o Oo PERFORMED. Z o J W o UL 4. ALL CONSTRUCTION SHALL ADHERE TO THE GEOTECHNICAL REPORT PROVIDED BY IDAHO NATIVE o W.BRIARCLIFF ST. t I GEOTECH,LLC.,REPORT DATED OCTOBER 25,2024. m II I i I t 2707.30 - _ Fa 5 ... \ � 2T06 I II I _ III I / TONAL = -2.0 I I I a �, ��t• �GENSE �?� off° a ,EL• r06'° 11° `'-'o ° 20 05 II I cv v0 �rE OF eL --� 06 ° -2.0% 10 i i 1 I ._ - 11 6 w ° 0, O° 4 PI 4"PI o� W W �I �_ 4- I �' t o Cl ( 00 Ait ,`°O' p� a�. 2 cn w w 11 p vi N co* �ov' �I '00 I. ��o _ O II 2709. .. . ..... I ``' o oQ I .... ... F-- 2 7 a�or I coo '. BLOCK 2 . ti I F.• I ( O 1 TO �11 Q Q o I! ?� o 3 F (n -- � o o 2707.90 TOE 0 cL s cr �I : ;, I � I ,�0 1 .o`" i I ., 2�j� 2710 ..... 8 ' N z s3 It I I ( 30�o oo ��°� �� ?,09. 1 ... I I I I p ®� 3� 2708.20 TOE U 1�1'I •gyp 4 2710.70 TOP----._ ------ ------------------------- s. W a., -2. - ----- ---------------------- ---------'' ♦\ II 2709.68 a � {-: -- 2708.90 TOE m � 2 r W� ® A m 2711.30 TOP = C may'' If .. T a. 1 .. 5 o cz 0 2710.64 z II � T� � e ( BLO 2710.24 ,s �0 9 \ \ o s N Q 1= I I I ��O 2708.90 TOE Z ,� • d 2711.90 TOP \ FF O ?, Q \ ow SOj o \.. may® 2708.33 !y cn �'2714 ,� 709 4 E = 1 _ cv j \ 2710. ®�'� 712.40 T.. 87 d m 2 OP 0 TO .. ... ...... w ............. . �y5 10 s 2712.60 TOP 2709.60 TOE -...... . . -- ._ :.. s"•-• 10 TOE a• a. \ . . 11. t I 2714.06_ \ ,yy \ \ 2708.74 \�4 I c'% 2711.89 \ s ' \ 2711.50 \ SCALE 1 -40 !� 2710.10 TOE _ DATE 11/15/2024 r 2412.40 TOE aiy a a. 2715.41 ± \ PROJ. NO. 240903 ........ .. ►-- �,�g \ 4 .. 8 N ------• M \ o SHEET 5 OF 29 I \ 2712.52 _ \\ 2712.13 GRD� l SEE SHEET GRD-2 240903-GRD.DWG SEE SHEET GRD-1 tit ,`e 2707.90 TOE cc JL ( �o uj o cn s3 �' I i i ?,y ,�,0� p�o� ti ' ��Oj i o a 12 .. ®®= ® 32 2710.70 TOP 2708.20 TOE ------ --------------------- -- 4 -- ,�� •. . \ I d d_ • ° m � °m. / X�l 40 20 0 40 80 120 -2.0 - - -- ---_------.-.----..-------------�''/ ` ° 2709.6 m \ 90 TOE V�2708. u, d a . 1 d °. SME IN FEET 711.30 TOP 2707.92 \ ®' ii ° •j m 1 m .. 5 � m e. 2 N i i ( 2j 2710.64 0 ( a BLOC jr0 2710.24 \ Lo 2708.90 TOE W T I i i ( �N� :� • 2711.90 TO U P \ �� ." ° �'3 `\ �Ooo N610TES9 - � ° 6 2708.33 !� W 6, e:t� ,moo � cS' fro•-... �;o q` �v 4 1 709 40 TOE �' ,�; � �� 27 1.26 � 2 \ o a -z.o ..� 2710.87 2712.40 TOP o THE R Lu 15 s . 1. E SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED G` x ;LU \ m.a O LJJ J ��' \ FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES CLEARING AND � m ..'. 10 09.60 TO F "'�' . "' �'`• �'q 2712.60 TOP 27 E GRUBBING,WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES STUMPS BRUSH o mo 9 - \2711.10 TOE �� - \ \ - - \ UNDERGROWTH,HEDGES,HEAVY GROWTH OF GRASS AND/OR WE FENCES,WEEDS,FE ,STRUCTURES, RUCTU \ ?j� Via. 7 \ DEBRIS,RUBBISH,AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND V C U, I ..` ' `` \ 2708.74 OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED ^, 2711.89 s OF OFF SITE AT AN APPROVED LOCATION. W o a.. i .:. 2711.50 \\ Lo m w \ 2710.10 TOE r W W z 2 CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR I \ epa � 114 REUSE.DO NOT MIX TOPSOIL WITH SUBGRADE SOILS.TOPSOIL SHALL BE REUSED AND COMPACTED 0--- r W 2412.40 TOE 2i'3 -0 :° m.•d cL \ TO ORIGINAL CONDITIONS. 5 _ _ . 8 N \ o 3. IN AREAS THAT REQUIRE FILL OVER 1 FOOT THAT ARE OUTSIDE OF RIGHT-OF-WAY,CONTRACTOR W m \ 2712.52 ti \ o :°® \ / SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 959b STANDARD �-- Lu 2712.13 "' o PROCTOR IN 1'MAXIMUM LIFTS.COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY U \ \ N A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS.COMPACTION TEST RESULTS o W a \ 12 ®. 2709.25 MUST BE SUBMITTED TO THE PROJECT ENGINEER,CITY OF EAGLE PUBLIC J m D \ cm �O 2713.80 TOP ��. a ' 2711.00 TOE �'® WORKS AND BUILDING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS,AS TESTS ARE z m 2713.40 TOE c a O o 0 -'2716.36± \ ° PERFORMED. � ® } 4 \ 9 1 TOE `�' a � �W \. 7 \ � cc ?, o 4. ALL CONSTRUCTION SHALL ADHERE TO THE GEOTECHNICAL REPORT PROVIDED BY IDAHO NATIVE o o . 's......:............ 2713.15 �- N CD \ 2712.76 o ECH, LLC.,REPORT DATED OCTOBER 25,2024. ca \ GEOT ',� 13 2709.64 AL 2713.90 TOE °10 I 2716.93± \ :B. \ \ O�� %• 'ZO 2711.50 TOE \ a N 2714.70 TOP \ a .\ a \ 20305 2713.39 \ 14. 2713.97 \ \ 2710.03 2714.40 TOE . 2717.38 O . \ •••.'".•ors ..-9e. \ �\ 2711.80 TOE \ O® 2715.50 TOP e \ 12 2 • ° . ._ 714 01 - �� \ y ` I \ � \ o UNPt�TTED .. 15 \ 2714.64 \ ui co ..._ N (NOT A PART) + 2714.20 TOE \ 2710.42 �. 2718.17co co \��i 2712.30 TOE X Z,r d 2716.00 TOP O I o \ \ 2714.64 \ \.. TUBE PHASE ' c~n Q o 16 13 .- \ O rn 0 I 2716.10 TOE : ° 2715.32 _ V Q Q co 2719.07± \ 000) m a. <'F� o 2712 \ � w I \. and � •• � 70 TOE N 2715.27 d�q� d / .� a�'3 2713.10 TOP N o 17 •. a d / o +" 2716.80 TOE 2716.00 / I .2719.77 I2715.90 s470 18 I 2717.60 TOE 2 v 720.60 I mr \ loop ,I r \ ® ` 8S w0. \ 's M 2718.20 TOE \\ 2721.16 j ® \ I _ -- \ ®® Lo EP ®� Z fir, V \ W 2718.90 TOE 2� \\ 2Z?' FUTURE PHASE \ � SCALE 1 -40 \ DATE 11/15/2024 2722.32+ 2718.60 TOE . PROD. NO. 240903 ---�- SHEET 6 OF 29 GRD�2 240903-GRD.DWG I I APPROVED LED FIXTURE LIST FOR STREET LIGHTING B2 HORIZONTAL APPROXIMATE PEDESTRIAN NOMINAL STANDARD MANUFACTURER MODEL NUMBER MOUNTING MAST ARM $0 30 0 60 120 180 STREET WIDTH LEVEL WATTS HEIGHT LENGTH � U FUTURE PHASE L SCALE IN FEET AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 Q �-- ♦ LOW EATON/STREETWORKS USSL-A02-D-U-T3-MA-BK-1 OMSP-4N7-TH 87 n l PHILLIPS RFM-108W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 106 II �y o I i i 100°(7 LANE ARTERIAL) 35' 15' f AMERICAN ELECTRIC ATBM H MVOLT R3 BK P7 164 u MEDIUM EATON/STREETWORKS USSL-G-A02-D-U-T3-MA-BK-1 OMSP-4147-TH 143 c/i _ .. s_ PHILLIPS RFM-160W48LED4K-T-R2M UNIV-DMG-RCD7-PH9-BK 161 € , BLOCK 5 •. B2 61 62 AMERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 • #12345C 1 N1 S ' LOW EATON/STREETWORKS USSL-A02-D-U-T2-MA-BK-4N7-TH 87 �( S7 PHILLIPS RFM-108W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 106 19 71'(5 LANE ARTERIAL) 35' 12' AMERICAN ELECTRIC ATBM F MVOLT R3 BK P7 133 e c 19 MEDIUM EATON/STREETWORKS USSL-G-A02-E-D-U-T2-MA-BK-4N7-TH 143 .:':.:. .:.'= ::: PHILLIPS RFM-160W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 161 t #12345C W. RABBIS ST. C#1.2345C) . . . . . . . .18 S6 AMERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 t._. LOW EATON/STREETWORKS USSL-A02-D-U-T3-MA-BZ-4N7 87 ...- .•:.:. ,. = _; -'. B2 PHILLIPS RFM 72W 32LED 4K-T R3M 73 50.•,• (LARGE COLLECTOR 100± •- OR 3 LANE ARTERIAL) AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 30 8o Z m J cm 1 MEDIUM EATON/STREETWORKS USSL-A02-G-D-U-T3-BK-4N7 143 CD N PHILLIPS RFM-108W48LED4K-T-R3M 10fi i Lu S8 LU I f i N1 EATON/STREETWORKS USSL-AO1-D-U-T3-SA-BZ-4N7* 57 CC < LOW LEOTEK GCJ1-20H-MV-NW-2R-DB-700-PCR7*RFS-54W 16LED 46 I WI if 1 BLOCK 1 m 44'OR LESS(LOCAL) PHILLIPS 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 54 NA at 25, MH a BLOCK 3 (25 AND 30'MH) 8'at 30'MH I f f 25 or 3(}' a• 3 2 •i � 2 ' EATON/STREETWORKS USSL-A02-D-U-T3-SA-BZ-4N7* 87 m v J K I i _ J MEDIUM PHILLIPS RFS-10$W32LED4k-T-R3M-UNIV-DIG-RCD7-PH8XL-BR* 108 z �o Z� J � DOWNTOWN HISTORIC �W #12345C POLES MEDIUM HOLOPHANE ARUE 70-4K-AS-G3-B-S-D 70 12' NALm Q cl J O I ii f C# S9 NOTE: w a W WITH USSL FIXTURES USE PREFIXES MA AND BK INSTEAD OF SA AND MA FOR BLACK TYPE 1 POLES WITH RFS FIXTURES USE BK INSTEAD OF BR WHEN USING >0 0 W L1J � �I f i / c3 r °� I BLACK TYPE 1 POLE WITH LEOTEK FIXTURES USE BK INSTEAD OF DB WHEN USING BLACK TYPE 1 POLES. N �o 0 ff I �. • W. BRIARCLIFF ST. J If f 5 (� L,O m Lu N yjj I �n I Ss r Wso� uj I #12345C _ 9_¢ o TO a. I rf PAINT KEYNOTE LIST STREET SIGN KEYNOTE LIST Q N ffI - w CD CC ITEM DESCRIPTION ITEM DESCRIPTION W (!) I I CROSSWALK STRIPE RITE 2'x10 PER LATEST EDITION OF ACHD TRAFFIC STD. " ° " s° �� I 6 - 18 (WHITE), INSTALL STOP SIGN R1-1 (30 ht30)WITH NO OUTLET 14-2a(R/L)WITH ARROWS POINTING INTO Q �- uj W W ii 4 O TS-1112.STRIPING DETAIL 18(TS-1112.03). S1 BRUNDAGE ESTATES SUBDIVISION PLAQUES ON TOP AND STREET NAME SIGNS.COORDINATE ® 0 W fi I _ o W I I u I n ¢ LOCATION WITH ACHD STAFF. J} co 2 I 24"WIDE STOP BAR(WHITE),PER LATEST EDITION OF ACHD TRAFFIC STD.TS-1112. o o L r l 19 O f f w STRIPING DETAIL 19 S-1112.03 . " m u INSTALL KEEP RIGHT OF ISLAND SIGN R4-7 WITH OM1-1 (18 YELLOW DIAMOND),AT BOTH ENDS OF W W a I o S2 ISLAND COORDINATE LOCATIONS WITH ACHD STAFF. L.L. a °> w _ � ®o • � w 11 I 7 0 �; S3 INSTALL"NO OUTLET'SIGN W14-2(3U)(30°°). � m I #12345C - I f f I• cc BLOCK 2 M f f INSTALL 20 MPH`°SPEED LIMIT"SIGN R2-1 (24"x30"),PER LATEST EDITION OF ACHD TRAFFIC STD. ® � I � 3 -� /tom �•1 cc ff •. S4 TS-1114.COORDINATE LOCATION WITH ACHD. c��®NAL,F ® WI ii I �ENS� ff O z I I STREET LIGHT NOTES S5 INSTALL"NO PARKING ANYTIME",DOUBLE ARROW SIGN R7-1D(12"x18"),TURNED 450 TO ROADWAY.cn O FUTURE PHASE �� e, ff $ 1. CITY OF MERIDIAN TY I T LIGHT: S6 INSTALL NO PARKING ANYTIME",RIGHT ARROW SIGN R7-1R(12'x18"),TURNED 45 TO ROADWAY. PE STREET G it 35'FOOT HEIGHT WITH 12'STANDARD MAST ARM LENGTH FOR LOW PEDESTRIAN LEVEL. °, o A u S7 INSTALL NO PARKING ANYTIME",LEFT ARROW SIGN R7-1 L 12 x18 ,TURNED 45 TO ROADWAY. v 4 MANUFACTURE AND TYPE MUST BE FROM THE APPROVED MERIDIAN LED FIXTURE LIST. ( ) ! lF I �FN N : .:•_b": .'.i, ..••. ,.:..::-. r",.a_,;:.:•':-.- ,...°�..,e: •:!:.te:n:'_f .. "-. �• S� INSTALL"STOP SIGN"Rl-1 (30"x30")AND STREET NAME SIGNS.COORDINATE LOCATION WITH ACHD.2. CITY OF MERIDIAN TYPE II STREET LIGHT:#12345C RO 25'FOOT HEIGHT FOR LOW PEDESTRIAN LEVEL.MANUFACTURE AND TYPE MUST BE FROM THE " ' z'' S9 INSTALL STREET NAME o n APPROVED MERIDIAN LED FIXTURE LIST. SIGN,COORDINATE LOCATION WITH ACHD. 1 '- I _ 1 5 INSTALL"TURNING VEHICLES YIELD TO BICYCLE AND PEDESTRIAN"SIGN R10-15(R)MOD. ff s 3. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION 1 o 0 I COORDINATE SIGNAGE WITH ACHD STAFF. I BLOCK 1 OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL y w CIO f I ••t,� ELECTRIC CODE. �... w I i I 9 '�_ INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN ® _ c� { I I ff #12345C ::;._ 4. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK.USE THE Bi STATING THAT THIS ROAD WILL BE EXTENDED IN THE FUTURE .COORDINATE SIGNAGE WITH ACHD CIO N I I 11 J 6 STAFF. ® E= cob r ONLINE CITIZEN PORTAL AT https://citizenportal.me6dianciV.org/CitzenAccess/TO OPEN A PERMIT AND w O REQUEST INSPECTIONS. _ ® _ LL INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC 1132A, Q WI �B2) 1® B2 PER MUTCD PROVISIONS SECTION 60.02.THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE cn ® C 5. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING,BEDDING, O - w momOF THE SIGN TO PROVIDE CANE DETECTION. ® o BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. cC �.'. '� V a � M `., INSTALL TYPE Ill BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN o `' •' •`,_• 6. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM TREES,5'MlN.FROM FIRE HYDRANTS AND O cr I g• �� B3 STATING THAT°°THIS IS A DESIGNATED COLLECTOR AND WILL BE EXTENDED AND WIDENED IN THE pC w co O 2 MIN.FROM WATER METERS, O ao 0 I 11 4 O�fr FUTURE".COORDINATE SIGNAGE WITH ACHD STAFF. Zcm l' ` 7. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT N `+• j 8 SIGN NEEDS TO BE INSTALLED TO MISS GRAVITY IRRIGATION PIPES.SEE GRAVITY IRRIGATION PLANS o 0 All DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD N1 4- _ s #12345C a COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL FOR ADDITIONAL INFORMATION. a ��® 12 , INSPECTION. - B2 9 8. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR QUESTIONS j REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. SIGN INSTALLATION IN ACHD RIGHT-OFMAY NOTES 9. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. 1. ALL INSTALLED SIGNS SHALL MEET ALL REQUIREMENTS PER THE CURRENT MANUAL OF UNIFORM 13 10 TRAFFIC CONTROL DEVICES AND THE LATEST ADA COUNTY HIGHWAY DISTRICT ILLUMINATION,TRAFFIC ^ o STREET LIGHT LEGEND SIGNAL SYSTEMS,ELECTRICAL,TRAFFIC SIGN INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENTAL Z 10. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. PROVISIONS TO THE LATEST IDAHO STANDARDS FOR IDAHO STANDARDS FOR PUBLIC WORKS PROPOSED TYPE I STREET LIGHT -• _�; � W 11. THERE IS A 10'STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. CONSTRUCTION MANUAL(I.S.P.W.C.) 14 #12345C PROPOSED TYPE II STREET LIGHT ai - 2. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO-CHARGE ' 12. ALL STREETLIGHTS AND STREETLIGHT AMENITIES(CONDUIT,METERS,JUNCTION BOXES,ETC.)SHALL L BE LOCATED WITHIN THE RIGHT OF WAY/STREETLIGHT EASEMENT. RIGHT-OF-WAY PERMIT. .- Z Z #12345C MERIDIAN CITY LIGHT POLE NO. .. ;. j. 3. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF.(REMOVE&RELOCATE ® CL 15 12 EXISTING STREET SIGNS AS NEEDED) M■�I c? .... EFg EXISTING TYPE I STREET LIGHT •, f° 4. INSTALL ANY/ALL SIGNS PER ACHD STAFF,EVEN IF NOT SHOWN. raj N EXISTING TYPE II STREET LIGHT - W t' 5. REMOVE AND RELOCATE EXISTING STREET SIGNS AS NEEDED,(S.LINDER RD.)PER ACHD STAFF. O 13 - 16 A I- #12345C EXISTING MERIDIAN CITY LIGHT POLE NO. UNPLATTED . A w CD (NOT A PART) =': ♦ STRIPING NOTES CD Lu Z FUTURE PHASE 1. STRIPING SHALL COMPLY WITH THE LATEST EDITIONS OF SECTION 1104 OF THE I.S.P.W.C.AND THE ACHD 1 SUPPLEMENTAL PROVISIONS. 17 _ B2 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF ACHD TRAFFIC STD.DETAILS TS-1112 9 TS-1113 AND TS-1114. FP LANDSCAPING NOTE - . • C#12345C 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED AFTER 18 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING,EVEN IF NOT SHOWN ON PLANS. CONSTRUCTION ON THE LOTS.TREES MAYBE MOVED TO ACCOMMODATE SCALE 1'°=60' DRIVEWAYS,UTILITIES AND LIGHT POLE LOCATIONS. `'o / B2 I 4. ALL INSTALLED SIGNS MUST MEET THE REQUIREMENTS FOR DIMENSION,PLACEMENT,LETTERING, + �)``$ SYMBOLS,AND ILLUMINATION AND REFLECTION PER THE CURRENT MANUAL OF UNIFORM TRAFFIC DATE 11/15/2024 1� CONTROL DEVICES AND THE LATEST EDITION OF ADA COUNTY HIGHWAY DISTRICT ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,ELECTRICAL,TRAFFIC SIGN INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENT PROJ. NO. 240903 PROVISIONS TO THE CURRENT IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION MANUAL(ISPWC). E".LK 4 \� r 5. CONTRACTOR SHALL SALVAGE ALL REMOVED SIGNS TO ACHD. SHEET 7 OF 29 6. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF LGT� l a COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 240903-LGT SIGN.DWG HORIZONTAL / 40 20 0 40 80 120 SCALE IN FEET 8 ( t I W I . i I a { •GRADE END OF SWALE AS NEEDED .• •-- Q TO DRAIN TO EXISTING Ilk. -_ -- . _ s B2 � - :: TR STREET KEYNOTE ITEM LIST \ #, ITEM DESCRIPTION I 48'ROW :• INSTALL TYPE III BARRICADE PER AND SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN STATING THAT8'THIS ROAD WILL B1 BE EXTENDED IN THE FUTURE".COORDINATE SIGNAGE WITH AND STAFF. 10' I . Tjj` _ =: r� ) • :': 6' INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER AND SUPPLEMENT TO ISPWC SD-1132A,PER MUTCD PROVISIONS m I B21 Z I I I .'I •4 ffi "" O SECTION 60.02.THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. N 37+38.53 � o y E , I. 2706.95 vc 10+52.50 5'Typ �, : k=1 10+52.5o INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN STATING THAT"THIS IS A DESIGNATED �`�' fI t I : FL=2706.47 27o4s2 VC ---- "a Lo 2704.82 VC B3 COLLECTOR AND WILL BE EXTENDED AND WIDENED IN THE FUTURE".COORDINATE SIGNAGE WITH ACHD STAFF. vs I r. FLIT. I 47 W END PHASE I END PHASE I T' � U: 10+57 PC f 1-�F { I 1 33' TRUCT 6 VERTICAL CURB AND GU ER P AN UPPL ENT TO ISPWC SD-701 '- •�1 RD1 1 ' C1 CONS 11 TT ER D S EM FL=2706.27 10+60 BLOCK 5 10+46.50 Pc B1 • C2 CONSTRUCT ROLLED CURB AND GUTTER PER AND SUPPLEMENT TO ISPWC SD-702. 2706.74 VC 11+50 �► 2704.79 VC ".',: # o 271 ; 10+46.50 PC I FL=2706.26 2706.03 VC 13+24.50 FL=2704.31 B2 C5 C5 I 62= 2704.79 VC 14+86.50 PC ( ) f 11+00 2704.32 vc C3 CONSTRUCT 6"VERTICAL CURB NO GUTTER PER ISPWC SD-701 A. GRADE BRK 12+03.50 12+03.50 2705.05 VC _.• FL=2704.31 _ a a v� t O 2706.42 VC ..► s FL=2703.84 C4 CONSTRUCT CURB TRANSITION,VERTICAL CURB TO ROLLED CURB. 5 MIN.TRANSITION z r WAS C5 _�'Cte 2706.07IVC 2705.61 VC 12+33.95 12+64.41 13+93.50PC -2.0 -2.0, '' �. ( ) co cr_ =. �_ 2705.47 VC 2705.32 VC �, ci. �, n" 2704.74 VC - BILK 4 15+00 15+55.50 CURB TERMINUS P ISPWC D- o m W L1. s e t .•. i. .. ° .,.a '� .•' •• •:• r C7 �`:• ~ .�. 2704.26 VC 2704.56 VC m C5 CONSTRUCTPER WC S 707. O w o •. .. :.,::8 :;'-- GRADE BRK FL=2704.26 C ,. 1 C7 B2 o LOW POINT END PHASE I 1 0 o °1 C6 CONSTRUCT 5 DETACHED SIDEWALK PER AND SUPPLEMENT TO ISPWC SD-709. N z • : WF : •.' a uujj cn01 10+71 •, ••.. .. _ .. ., ..• � .• :•-.,•:.:. 4 •• - .... ... � _ r � .•• A.. - •. - .. - • °_ .,. .,_: � .. •�.�•.-°-` -: :. . '�� -g':_.. ... ,.� ._,... C7 CONSTRUCT 10 DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD 709. CV _ : 1 2707.1 IVC a g :. v "• . . LLE�- W.HARRIS ST. C1 N • N f' -.. - CONSTRUCT CONCRETE RAMP 6 THICK ADJACENT TO ACCESS ROAD. 1Ll ,_ c ' 10+66 12+08.50 --► f -- - C8 ) o _ a: FL-2704.12 FL=2703.92 -�- e - z z o 2707.251VC o o __ _-. _ T 36+82.53 o 0 0 2706.13 IVC o N 1 o r - L2 N E„o E- o C1 o VG 0 .j =- - 5R _+-f - o N _o - o o C1 �;f C5 _ CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWN AND ACHD SUPPLEMENT TO ISPWC SD-710C. m �►, 0. + - - _ ++- - ! - 10+00 - o W.HARRIS ST. - • • W1 Ln w �, w r ,n T + + B3 N I.L �u z .� T g 20+00 r . RD1 T- r'°- . . r = o L2 N C1 CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWN AND AND SUPPLEMENT TO ISPWC SD-710A MODIFIED FOR ROLLED v I 10+71 _ o FL=2704.12 + _ C1 C7 II C3 o �. VG FL=2703.92 II 2707.11 IVc "t C1 N N '° r --► -t- N i C5 :-' W CURB AND HANDICAP RAMP PEDESTRIAN DOMES. T" W of r ,.. ,. � .... .. IN AL I F MERIDIAN PE R SHEET T • :. . . = a o '- . , . .... -�, ST L CITY 0 DIAN TYPE I STREET LIGHT SEE H LG 1 FOR STREET LIGHT PLANS. 47 a _- o® ,. RD1Z.. _ a .e a s v L1 ivA A. .rcd Mia a m :.a...•• ffi: a`P m O. CL ,�„_ 12+64.41 13+93.50 PC . _.. �_ INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT.SEE SHEET LGT-1 FOR STREET LIGHT PLANS. z Lu �'• C7 13+24,50 . • o .�lp9 14+86.50PC 15+00 15+55.50 -__.,....,..,.,...,.-..•. ..-'• ---••:...... ................. .............:.._........ .._........ � v�w= -a 10+60 2705.32 VC 2704.74 VC .................................... 12+03.50 12+33.95 :: 2704.32 VC 2704.26 VC - - :.- 1 1 z F- W C 11+00 11+50 2705.05 VC ... 2706.74V GRA EBRK = -2.0% -2.0 � ...,, B2 2704.56VC ....... .................. ._:.:.._:,:...:_ : :..... -............_........_...... - a z • •�--•• •• MS CONSTRUCT 5 CONCRETE MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD 709 U Q �� W `' 2706.42 VC 2706.03 VC 270fi.071VC..............2705.47 VC D FL 2704.26 _ FL=2703.84 LOW POINT END PHASE0C5 ..: ': FL=270626 ........................... . . o z .... .......... - W ............................................................................................12+03.50 ..... ...... ..._..°�._...... 1 RK .. ..... _........': c� _: GRAD B ................ PV INSTALL GRASS PAVERS AS SHOWN.SEE DETAIL ON SHEET DT 2 . ................... _ J 6.2 2705.61 VC .:......... . .. ... ..........• 20+46.50 20+46.50 .................. ��. ................. .. ...... .......... .......................•:-.. ......... ...... ...... Cc ... 2704.79 VC 7 79 VC D(0 D)A :•-...10+56 20 PC•- 47°ROW •�.. 2 04 .. .- . CONSTRUCT 14'WIDE GRAVEL ACCESS ROAD R 20'WHERE DIMENSIONED) S SHOWN ® �= m RD1 : .....FL=2706.31 00 j w FL=2707.06 _ 33, D1 ROAD SECTION SHALL BE 1011 OFt"MINUS CRUSHED GRAVEL OVER COMPACTED STABLESUB-GRADE. �Z i n GRADE BRK FL=2706.50 � m o 3s+0o I I GRADE BRK g' •. CONSTRUCT 4'WIDE ASPHALT PATHWAY FOR ACCESS TO S.CINDER ROAD.PATHWAY SECTION SHALL BE 2"OF ASPHALT OVER 4'° a a •' I I 5 TYP. ®o II I 36+26.43 TR a `• " O OF 'MINUS GRAVEL OVER COMPACTED STABLE SUB-GRADE. =W 2707.80 VC TYP. : w 1 21+00 21+00 m BLOCK 27 FL=2707.32 LO 1 05.18 VC ••' •- C6 fAL SIDEWALK ADJACENT T OR PARALLEL WITH CONCRETE APPROACHES R PAVER SECTIONS 0 BE 6 THICKENED d_ CONSTRUCT L S DJ 0 TEA PRO 0 TIO S T " 4 4• ........- C6 a 21+oo BLOCK 3 A. 2705.18 vc TS CONCRETE. ��ONAL F� 3 2 21+57.50PC 2 = I I - C7 SAWCUT PAVEMENT AS SHOWN ON S.LINDER ROAD FOR CLEAN EDGE AND NEW STREET IMPROVEMENTS.SEE DEMO PLANS FOR - I 21+57.50 PC I 2705.59 VC SC �� ®C,ENS�o ,y e 2705.59 VC .: or FL=2705.11 I ADDITIONAL INFORMATION. �O 48°ROW FL=2705.11 GRADE BRK VG CONSTRUCT 4'VALLEY GUTTER PER AND SUPPLEMENT TO ISPWC SD-708. 441 1®` GRADE BRK 30+43.50 PC ' o : I I I 40+43.50 PC C1 C1 2705.84 VC 31+12.58 41+48.11 ' 2706.22 VC FL=2705.360 2705.93 �y r,P)� I 6' -2.0% -2.0% END PHASE L1•, !I 2705.58 41+13.50 FL=2705.74 �jr 30+50 l�► OE io 5� 41+65.78 GRADE BRK C6 2706.39 GRADE BRK �A.Q 2705.60 C6 B2 �� b l%- _ 2706.75 LOW POINT 35+00 6 t �• - a o ....... STREET NOTES CIIC2 W.BRIARCLIFF ST. C4 L2 + + v I l i 00 ® o C4 SC I I = - 0 • ,---�- -cc - ---++ - - M - -C2 N C5 1. MINIMUM 2'ASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS,SD-301,SD-303 AND SD-806. o ....... '� 0 I� 42+02.82 C2 cm 22+01 14' B1 -`.�� CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE c r I tDW11 C2 2707.10 9 i N� C5 '° FOLLOWING: H C I I °o tOCAL RESIDENTIAL AND RESIDENTIAL COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP-3 0.5 INCH��1{'' MIX PG 58-28 21 2"OF f 9 ASPHALT 4"OF 3/4"CRUSHED AGGREGATE AND 14"OF 6"MINUS PITRUN. Go ct Go N l i / 41+48.11 C6 41+00 40+50 30+00(E) 30+50 - COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP 3,0.5 INCH O MIX PG 64-28,3 OF ASPHALT,4 OF 3/4 CRUSHED AGGREGATE AND W O 42+39.86 0 2706.58 2706.32-2706.05 =40+00 2705.60 C6 IE 11 Cc _ U- .• �--- GRADE BRK- 705 82 LOW POINT 31+12.58 62 21 OF 6 MINUS PITRUN. 2707.45 - 40+43.50 - 2 •- to ® o0 ,� II 42+42.46 2705.93 I= I I I 2706.01 1 p e1 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH UTILITY COMPANIES O - w 42+42.46 2707.48 N PHASE 42+42.46 GRADE BRK PVi END E .: I I I I I INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK TELEPHONE. Q ao 2707.48 0 _ I, s I V - 42+44.45 --► 6 I o � € ® � I : I I J 42+44.45 2707.50 ., 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE O ° W co 2707.50 ® _ _ • CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR co"v f 34+00 II I 42+59.89 +. I.. I. Z 6 47,ROW z7o7.64 ®: ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL o N C :� . I► a UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 33 I o O I. ►I 5 = r i t • 6 I I I a 8' I I I TYP• 2 ' I 1 4. AND INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS.THE CROSS 43+00•--•-. TYP. I SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5%SLOPE.AS A REMINDER,SIDEWALK CROSS SLOPE SHALL °C I I NOT EXCEED 2.0%;THERE ARE NO"TOLERANCES"ALLOWED. w I I I C7 43+21.89 .. � P I a 43+03.98 2708.24 i x m i I 27o8.0S -I 5. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H(ROLLED CURB)OR ISPWC SD-712A RTICAL CURB)WITH ® s : v; _ I I ;:. ' ' ,.,, I TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE(CONCRETE V1 •. STAMP&ADHESIVE MATS NOT ALLOWED AND SHALL BE COLORED TRAFFIC YELLOW PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND o r- ac -�- I° ICC/ANSI A-117.1 REQUIREMENTS. J' �LOCK2'. I .t: 4. O I I i i. I 3 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO 43+60.11.. ,._ 43+60.11 ` 43+60.11 NATIVE SOIL AN BACKFlLLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.P E I ATA T RI MATERIAL' D UC AL LL EPROVIDE SOILS D 0 VERIFY NATIVE MAT L •_:: 2708.60 2708.60 - 33+00 I I I MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. CL 43+93.33 8 d _ _ �..♦ w I I I I •. 43+s .65 C2 •... 2708.91 7. SEE GRADING PLANS,SHEETS GRD 1 AND GRD 2 FOR LOT GRADING AND ELEVATION INFORMATION. 2708.68 C2 , 1 4 CL 1 I I goo 8. SEE STORM DRAIN PLAN,SHEET SD-1 FOR STORM DRAIN INFORMATION. Z co ® II I C6 . _ I $ H I I I 2710•...:. 9. SEE DEMOLITION PLANS SHEETS DEM-1 AND DEM-2 FOR ADDITIONAL INFORMATION. V1 C6 .:. , F i ll I t W II I TS 44+16.16 /'"� z I I C7_ 2709.13 g. O u J 4 W i _ 44+69.90 �..... \ •,• 2709.64 ALOU A a' W. o '�= IDW1► 32+00 I r n PV 44+45.55 a• .° SC �''..- II 2709.41 W II ,�44+69 90 5 2709.64 n�_ a�� an SCALE 1°'-40' AN SEE SHEET ST-2 STRUCTURAL FILL NOTE: DATE 11/15/2024 IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP PROD. NO. 240903 EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE BRUNDAGE ESTATES SUBDIVISION NO. 1 GEOTECHNICAL EVALUATION REPORT,PREPARED BY IDAHO NATIVE GEOTECH, SHEET 8 OF 29 LLC.,DATED OCTOBER 25,2024.COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING ST� 1 PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. 240903-ST.DWG HORIZONTAL N SEE SHEET ST-1 _40 20 0 40 so 120 ; I I I ' 43+60.11.. `d' T 43+60.11 T 43+60.11 3 .." `l '•...... -� SCALE IN FEET ST�2 ;l I ' 2708.60 2708.60 �° a: 33+OD I I I I : . L �'I I I I .` 43+93.33 '<.: 11 W• : W I I i I .. a 4 2708.68 C2 2708.91 ... I �,� 1,� ic 1\ I I -�\ •' C2 �. I I I 44 I.,3.Q0 _. ® I I C6 2: I I $ ,a \ \� \ . C/�: I 2710• C6 -.I II I ` ' TS 44+16.16 - a� �,r \ ,'�-:\ C7 \\\, �\ \ 2709.13 ,- 11 �X ,�_\ \ // a. . � ' \ 44+69.90 &. - ...;,..:°x..-- 2709.64 : . p° _ \\,,� STREET KEYNOTE ITEM LIST :,- %- IDW1i //. • o .. \ . 2?� NI DESCRIPTION T L2 v �x��g \� �11.. \ ITEM -./ 32+00 ". a :. .. .... - : ••-• - .... \ i-... . \ •. ........ ►,.�� .. RD1 .. pV .,- INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN STATING THAT"THIS ROAD WILL L ® (1 ? 44+45.55il \ . 61 SC = I I ' . ' . 'ff.................. ............- 2709.41 O� 0 BE EXTENDED IN THE FUTURE".COORDINATE SIGNAGE WITH ACHD STAFF. w w I I I d •. .... I `. .. ♦.-. ya ® . ION o •. : I I 1 - 44+69.90 m- -1 ...... . ...../ INSTAL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1132A,PER MUTCD PROVISIONS � m � I . 2709.64 5 B2 m. .. '� I I I 45+53.60 ♦ .-` 1- SECTION 60.02.THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. "t { I I i I ' C7 e• p cm ''••I.I ?........•-•-' • .14._. 2710.44 _ o ® "° � \ INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN STATING THAT"THIS IS A DESIGNATED N . I ._ Z y L I I I 45+04.62•.. � ,, ° •- x 63 _ C7 ,; \ � p• = `' COLLECTOR AND WILL BE EXTENDED AND WIDENED IN THE FUTURE".COORDINATE SIGNAGE WITH ACHD STAFF. > `d' 48°ROWI ,�_ BLOCK 1 27os.s7 yJ W __ 9 %• •� . °= r ;: •. � p1 ffi Cl CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701. *` 1 cc 44 10 �� Z . :94 \ a ♦ :.� I ,� ® i &, ?''� �� \.: a `°11 C2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702."/ J o -t L1 U •-•j.. - " : N . .. ..• _,: TRUCT 6 VERTICAL CURB UTTE PER ISPWC SD-701 A. .. - { ) I = 6 \ 11 C3 CONS NOG R ® w o .. 46 .6 \ 4 CONSTRUCT CURB TRANS{TION VERTICAL CURB TO ROLLED CURB. 5'MIN.TRANSITION o �" :" �.: .. 2711.0 �. Co Lu 45+70 2 �o 7 z , TR 1 2710.60 :. •: C5 CONSTRUCT CURB TERMINUS PER ISPWC SD-707, z cr .n E c.:..... •B2 ifs q m o . -I...... `• an : • ; a- 30+86.81 : .... ..T NSTRU 5 DETACHED SIDEW PER ACHD SUPP ENT ISPWC 709. os 10 '. �\: C6 CO CT ALK LEM TO SD- o ,..:.. : ..ems.,,,,,,.., ' Ec (p s" cn `� �[ W , _ �. ... : . r,:.... N CONSTRUCT ED SIDEWALK PER AC SUPPLEMENT 0 ISPWC SD 709. 0 _ \ C7 CONST UC 10 DETACH S!D LK P HD PPLEM NTT N g 2 z :, 7 �:: - ff .: : •''?l C8 CONSTRUCT CONCRETE RAMP(6"THICK)ADJACENT TO ACCESS ROAD. Q W W -:.c. . ® - :.::: ,>. �fa• ::` .;,. FOB, :�. :\ F � � � �_ 46+85.60. an ': N Wes ® °°_ .cq �: .. W1 CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWNN AND ACHD SUPPLEMENT TO ISPWC SD-710C. ® `` v .•.... �:. �... a � e`. �� z :..::Tc �:.:. 2711.23 cr \\ \ X CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWN AND ACHD SUPPLEMENT TO ISPWC SD 710A MODIFIED FOR ROLLED _ T :'.°.`� . * .:-\:; '. \ O`, `\ \� \''\-`� ® CURB AND HANDICAP RAMP PEDESTRIAN DOMES. r c,�;W ll� 11 \ cn R . �-:.� .•..:. ..��_,__.:.. - x� lqp INSTALL CITY OF MERIDIAN TYPE I STREET LIGHT.SEE SHEET LGT 1 FOR STREET LIGHT PLANS. \: M cc < ow cc 0 Oco % :Z. L2 INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT.SEE SHEET LGT 1 FOR STREET LIGHT PLANS. LL.CD CC -:\ 47+51.60 • , w I \:=: \: :' L2 �•. MS CONSTRUCT 5°CONCRETE MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. `\ 47+02.600 < / " , 2 ` ;_ .> 2711.8 Y •; `\* `\'\ PV INSTALL GRASS PAVERS AS SHOWN. DETAIL ON SHEET DT 1. 0,�, 1= v w o ob ,- '� %'- -: 12 a CONSTRUCT 14'WIDE GRAVEL ACCESS ROAD OR 20° ERE DIMENSIONED AS SHOWN. '_; �o` �` 411 C2 C2 ( ) m e: ! �f0 E D1 to ° o 0 O -� _ ® >- I . \.:... c :• ® ROAD SECTION SHALL BE 10 OF�' MINUS CRUSHED GRAVEL OVER COMPACTED STABLE SUB GRADE. _5 ®. : . U. \: . 4 C7 \ �i.- \N CONSTRUCT 4'WIDE ASPHALT PATHWAY FOR ACCESS TO S.LINDER ROAD.PATHWAY SECTION SHALL BE 2"OF ASPHALT OVER 4'° a°� a I - �\ MS .. cr :. :- 48+17.60 P �" TR OF MINUS GRAVEL OVER COMPACTED STABLE SUB-GRADE. ®C == ` \ i \ Lu ` ". `' 1. Ill. ....• .., 47+68.62 .. .\ ::� mod'.................... �x� 2712.95 S : �' 11 coo ` a - 4 `\,. CONSTRUCT ALL SIDEWALK ADJACENT TO OR PARALLEL WITH CONCRETE APPROACHES OR PAVER SECTIONS TO BE 6 THICKENED I ::\ 2712.49 _ �. \ . ' ij ,� . a CONCRETE. 111111 t \ .RI :\ c = 13 ♦ ': /� s `. .. '�l v: �` 6 SAWCUT PAVEMENT AS SHOWN ON S.LINDER ROAD FOR CLEAN EDGE AND NEW STREET IMPROVEMENTS.SEE DEMO PLANS FOR SOON L CC x �'s\e • . 48+83.60 10 SEE LANDSCAPE PLANS �GENSI� \ :. - ADDITIONAL INFORMATION. O� �, O 'lam !y -.� 4= 2713.5s BY OTHERS FOR�.\ - \::•�-9 '� '- SIDEWALK LAYOUT VG CONSTRUCT 4 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. _l.\. �_:1. x, 0 _ :: IN 1 '�' c� 115 _ \ 2713.12 49+03.60 ��, �,��. �► .r 29+00 ,. Fc •14 2713.77 OF ' oo . A. SIR - .\ - �x \ .. ... .. \ X__ ... \. \ \:: a. \ I I \ , is... ♦ STREET MOTES I \:•\ -.y 1... • =\ •.:�i c 49+00.62 1. MINIMUM 2 ASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS,SD-301,SD-303 AND SD-806. :: , `-�'� 2713.74 •:: :-: 4s+74.60 12 2 �f CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAYMENT SECTION OR USE THE 4. rob 2714.45 I t . .. \ °�` f� 15 .:' .. / FOLLOWING: w : ::: �- I NOT A PART) `°e :' -\ q; LOCAL RESIDENTIAL AND RESIDENTIAL COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH 0')MIX PG 58-28,21/2"OF � � � OD , ..�\.: \_ 'I ♦ ASPHALT,4 OF 3/4 CRUSHED AGGREGATE AND 14"OF 6 MINUS PITRUN. PC _ N ... , a :a a la o F" -'., .:__\ Fc = _ ,P ° : COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH )MIX PG 64-28,3 OF ASPHALT,4 OF 3/4 CRUSHED AGGREGATE AND w O i .... . Zj 21'°OF 6"MINUS PITRUN. = u.. \ f8._ 49+66.62 O� :4 5 H < O _ \::_\ 2714.37 y O� FUTURE PHASE 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH UTILITY COMPANIES rn . 28+00 -:. \:.\ ` 16 a� 50+45.60 INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK TELEPHONE. r \:: : �� / <t as 2715.13 I �---�� ., .... F / :\ :\ o s \..: co ... - -'� ..:. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE O cc \.... : . -\ •• �c CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTORcc N k :_\ \ FF :s C6 51+1 s.6o ASSUMES AL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL ` =\ 1. . O \:: \:. �' ' 2715.80 / '* C a) \ : 50+32.62 �dy :; END PHASE I ' / a� UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. c o I3+09.36 t _ _ �, 'y: 2715.59 EP .g ®� 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS.THE CROSS \:.: \r..:.\ Fc 17 : .: C2 SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5%SLOPE.AS A REMINDER,SIDEWALK CROSS SLOPE SHALL \:.. C7 \ 3+04.36 , \ o� B2 2715.62 EP NOT EXCEED 2.0°�;THERE ARE NO"TOLERANCES"ALLOWED. '' \:\ . hex ° .:• •- Y+. � ��\:._::. \'�. L2 - �% �; $,q- 2715.81 EP ' �,� 5. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H(ROLLED CURB)OR ISPWC SD-712A(VERTICAL CURB)NTH ;� ..:\ 2715.63.. .: ;- ;z. \EP. -- �� APPROX�FILL LINE f C5 �/��•-. TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE(CONCRETE ,' Fc 51+isso \° : f STAMP A H SIVE M T N T ALL AN HALL C R D TR FFIC Y P T 1 RAM T ET H T AN ~\:\.. 2+30.08 & D E A S 0 OWED) D S BE OLO E A ELLOW EDES RAN PS MUS ME T E LATES ADA D \=:'�o F 2715.80 C5 2715.88 EP \\ sy\ 4 _ \ :.�. ^ a 2716.12EP. 27+00 %:.. END PHASE I / �% x � ICC/ANSI A-117.1 REQUIREMENTS. • / ° 11 �-'\ �� • CONTRUCT 6 V-DITCH(i.5 DEEP) Q F\:�:: rr- .. 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO :. , 2715.5s EP WITH 3:1 CUT AND FILL SLOPES � 4 m� i ::;'_ �� B2 z' : . 6 NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VERIFI(NATIVE MATERIAL .. O TO MATCH EXISTING GROUND ap \::::. \ '�:\ L',f `.. _ rn� ... - MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. I _: w\. �` �' 0+05 --� 1 , 717.08 RP ' c 2 15.62EP 0 2 � I� I -� 4 �: : z z \ = 7 _#0 ,.-... %xi 1" x � \ 7. SEE GRADING PLANS,SHEETS GRD-1 AND GRD-2 FOR LOT GRADING AND ELEVATION INFORMATION. r °� hcc .. �/ I .... :5 F� 0. . .. 2715.81 EP % I. 0 8. SEE STORM DRAIN PLAN,SHEET SD-1 FOR STORM DRAIN INFORMATION. :. \: : � ' . .\:;::°'�, �:'�:\\ .. / \• 9. SEE DEMOLITION PLANS,SHEETS DEM-1 AND DEM-2 FOR ADDITIONAL INFORMATION. rTA� :2 F \� d: i . V1 :'.'� uj APPROX.CUT LINE :° . s . 0 - cc :�• N -'S9r• �� - Sqol� O Fes'::\ % =:.\ 0+79.28 �� \TOB j�10� 1+54.68 �. _ I I '' �•.... �.- -... 2716.12EP �%� A 26+0fl1.`.' \ 0 :: :\ .� W i -.,.,:: ..\ . . , 4 . ..X .. . , I - .. �; 0 ' . \ \ •\ ,.;.. STRUCTURAL FILL NOTE: ;;) ` .\. •: \ 09 F -. - z IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP \ 0 \ .: � : _ :=:...e 1 .__ EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE BRUNDAGE ESTATES \: . :\Fc F �� I SUBDIVISION NO.1 GEOTECHNICAL EVALUATION REPORT,PREPARED BY IDAHO NATIVE GEOTECH, •:: \:.....• UT13RE PNASE .. % \' . Q a LLC.,DATED OCTOBER 25,2024.COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED `�: .; \:::_::•.�••.. 'o_ \ \.. .- SCALE 1 --40 I BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS.COMPACTION TEST �'�-.:..., \.. \. RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING ..._... :�: .. \ � DATE 11/15/2024 PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. \ : -..:. \ �' �I I \'.:'F`'� I.k�` a' , PROJ. IVO. 240903 SHEET 9 OF 29 240903-ST.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET VERTICAL 4 2 0 4 8 12 SCALE IN FEET 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 2720 1 2720 cn uj CD ZEW -0+40 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 ° N 2716 W 2716 2716 2716 , F-- uJ [C r- � U Q o 2712 . N . O Q O-N N-Lo W O O_]L 0 o r ti N co o 2712 2712 2712 z J o + + `� ® � N o �o + F-m +1 m rn w Mco CD tQ-- ��- J H Je o NQ oy, O 0 owo O � rQ F- C r (01 N � X � Q �m � W C'3 Q < ® '� O C7 Cj + W W ®oml J fly Cl3 W Cn L I N C4 Cl ,� O O O r O O -- O O W N N = cn CD r II N N an W o ��.• r F— w ® ��-. cc1 C v +Lo ® < II � Q T.. o m � o o � � cnm o Qo o �" o N I— JQ � N � � z +- W II Q + o o _ + r. FINISHED GRADE _ + Q Q II W V w cn a 27®8 � E- -uj.oc N + ti m N a-_o N_a i5 .i FINISHED GRADE AT CENTERLINE /� O w"; f W� 11 T N ® 11 ACCESS ROAD 2708 2708 © Q „ _ cn W 2708 N W Q j o z cn ,u SEE PROFILE � �-- � TEMPORARY ACCESS ROAD W o '2'00%0 -0.50°lo FINISHED GRADE w �- -� v, O v -0.79% Uzi AT CENTERLINE �' "' "' THIS SHEET T ®W -0.79% 0.500 � ` ��v 0.45% 1 0�'0 — - ---- — —� r � " -0.45% _.— —.._.0.54% — - —- •5 ——— — —- o 0 T co � 2704 12GIRR 12GIRR- -- — ----- --- -- -- — — ---- -- ---- — — — -- --- — 2704 2704 � � 27®4 �o � . . 8"UTIL. ORIGINAL GROUND W °��, o ORIGINAL GROUND + T" ® z z W SLEEVE AT CENTERLINE AT CENTERLINE W. HARRISo � o ~' a �� STREET N N NJ i2Pl 0 �m � 4 PI 12"SD o co W W/SLEEVE ---�--� W/SLEEVE z J C* 2700 2700 2700 2700 c O oom t� O }J We Li- W LL- t .u_ a e 4- ® W We c'4 ui i cl� LL cc CD N N� N N TEMPORARY FARM ou. e C6 CO C6 CQ d' O CF 1S3 �' yn cP et @! C4 �1• V er ei �]C7 O O O O O O ® O O O O O O O p p O Ca O O O O O O CO O O OCD N N b` N ti N t` N ti N ►� N N ti N N = w N N N N N N N N N N N N � N N ACCESS ROAD � m 2696 2696 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 S% NALF �cENOf Al. 22+40 22+00 21 +60 21 +20 20+80 20+40 20+00 19+60 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 29+60 30+00 30+40 30+80 31 +20 31 +60 2716 2716 2712 2712 2712 2712Go CD LQ ® w LQ Co c� N W of v OC �o O oull) � z oQ ? N 00 O O W co + _ C) dam. = I Q O I O C/� 2 O N L N �. C j N G' O mo c� o N� o o p ti W o o C„� � <m ® II c er o m IrT o r + a. cs ac I o r m II m 11 g Q _, " 00 CC O O + II O ,- N + o m gt o o — Q Lu Q ® F w w cim r 2712 2712 2708 °C + N W W r J Qom°° N + i W W W w r -o N il�-� N -u-= '�" II m + '�'-:�' `1_m 2708 27®8 ") m ORIGINAL GROUND GRADE TO 2708 W O LL c LL. o o > uw Q J AT CE RLINE O c Cl o m Y � -� � w c� W u � w ,; o MATCH EXISTING c co J o � �, � �, cn 1 10:1 MAX SLOPE c++ N + uj " m e Q O o �-' 0.44°l0. — — ®.53% — Z C Q N r N + f` W O O - - Q O cc Q J N I N N Lu er Q� u? ® o v� 0.49% �1 -0.57% c Q_ 0 0° n w J Q O N w p + cr- -2.00 197� -y.97Q/ 2 QO lu m w co �u-Ce3 N II.o + F_N N_� O W c FINISHED GRADE oC N 2708 Q - N N „ = 2708 2704 _ 2704 2704 2704 ORIGINAL GROUND '�c� �c 11 � ,�; 0.49% — — —— — _ AT CENTERLINE AT CENTERLINE w v' 4"9I 0r) 0 FINISHED GRADE 12"SD W/SLEEVE o 2•00! 0.41% AT CENTERLINE ORIGINAL GROUND FUTURE ——— —-0.72%-— — l , 8"pl AT CENTERLINE FINISHED GRADE a L—z 1.97%__-240°� GRADE TO W/SLEEVE AT CENTERLINE 2704 - 2704 2700 MATCH EXISTING 2700 2700 2700 FINISHED GRADE 10:1 MAX SLOPE AT CENTERLINE S. LARAMBLA AVE. S. LARAMBLA AVE. W. BRIARCLIFF ST. TEO (SOUTH OF W.HARRIS ST.) 12"GIR (NORTH OF W.HARRIS ST.) W/SLEEVE ST AuGN os (EAST OF S.LARAMBLA AVE.) 2700 2700 2696 ST_ALIGR!_U3 2696 2696 S��LIG�_,® 2696 [■"� � � "i � � CGS ICI � G'3 � C3 2T � C!3 �, � � UL- C� � � � � C3 �, � C� � 0 �. 4 W e W e W e W e W e W ® W e W e W o W e W e W e W e W e W e W e c� �. �' �- �, N° ll�ro N a� n, `n aro cV c i va ti cb o uj cci �; �ci �: of d er 4 � � cY; .d cY; �: M �: cti � � � Csj � � � Lu 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ® ® ® ® o o .. ti ti co ti ti ti N N � N � N N N N N N N N N N T cc 22+00 21 +60 21 +20 20+80 20+40 20+00 10+00 10+40 10+80 11 +20 11 +60 12+00 30+00 30+40 30+80 31 +20 o O �I1 N Z W O (� AW cn co 1 e1=40' 1"=4' SCALE HORIZ VERT DATE 11/15/2024 PROD. NO. 240903 SHEET 10 OF 29 ST�3 240903-ST PROF.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET VERTICAL 4 2 0 4 8 12 SCALE IN FEET to z OLn N 51 +60 51 +20 50+80 50+40 50+00 49+60 49+20 48+80 48+40 48+00 47+60 47+20 46+80 46+40 46+00 45+60 45+20 44+80 44+40 44+00 43+60 43+20 42+80 42+40 42+00 41 +60 41 +20 40+80 40+40 40+00 39+60LO .2724 2724 o w Jw ®W CR Lu ��Li ocO = �2720 N 2720 � ®Wo aF¢_ ®oL � Lu LuM W LuC"3 FINISHED GRADE � CV cgc AT CENTERLINE />' L�u! u 2716 - 2716 ® � N W ,^ UW p Yl o v L e 1"� Lu z z Cl co o t- \ � �- z — + F- T- T' N ® .� oo 4"PI ORIGINAL GROUND ._ 0.95� — — oco a 1i�/SLEEVE AT CENTERLINE —�.. w Mer N Ci Q o 2712 � �; NN T �co trico �,Y 2712 0W m2E� -_ — — Lu Lu �- cc --_ W N ® + om + o o 0.959b _ FINISHED GRADE < -j � " N a N W m AT CENTERLINE ,�m �; m E2 J c 0.95% co cs ; w `3 0 0Ui 2708 `>> 2708 W N r _ _ 0.957C LL a o o to+ — _._�. -- _ — _ ... ._ mom 0.44�0 �o a. N Crj t� �' =Lu ' i C6 F- CU a" N ORIGINAL GROUND 2704 12"SD + to AT CENTERLINE + � oN cp 2704 �g�oNAL F� � CO c S. RIDGE EDGE WAY S. RIDGE EDGE WAY W. BRIARCLIFF ST. ST_ALIGN 11 2700 2700 c� CD (D CD CD c� c� CD c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� �F OF u_ u- L.L_ t L u- LL u. W w u- u_ W LL. W LL W LL W t�. W L� W L L W L1- W u; u.. LL u- u_ LL u_ ur u. tL Lu e W e W e W e W e W ° W ° W e W e W e W e W ° W e W ° W ® W e L$1 ® W e W o W e W e ° r ' M ' Lfl ° I` ° 6 ' T- ° M ° L6 ' 1` ' CA ° r ' CV ' �' ' CD ' CO ° O ° N ° � ' CO ° OO ' O ° N ' d' C� ' 00 ° r ° Cfl ' OO ° O® O O O M W co O O N `7 *- O O c'� CS) O eh cb M O M N O O C� LC7 r i` M O (Q N Op r- f� M O t1� N CO '� d C!J M O Lf� r i` Lq N O d fG �j j l4; LC� d' �' M Cyj Crj R'3 N N nj CV N A ,-- T �.: O O p O �j C9) dj C7� �j qD O6 ap c6 {\ i` Cp ti Cfl co Cfl co Cp CO C4j � Lfj to ► v v v► v- v- v- �+ v� v+ r �► v� v� v+ v+ A O O O O O O O ® O O O O r- i\ r I,- v- i '` I� r i\ T- P� °` i\ T- � T- i\ r I,- r I� r I O R O i\ O ti O O O I� O d {� ® I\ d 1\ O ti d I� d I` ti ti ti 0� ti ti ti f` ti t` h � I` I` ti ti f` I` I` 1— cm ti N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CV N N N N N nq N N N N N N N N N N N N N N N N r 51 +20 50+80 50+40 50+00 49+60 49+20 48+80 48+40 48+00 47+60 47+20 46+80 46+40 46+00 45+60 45+20 44+80 44+40 44+00 43+60 43+20 42+80 42+40 42+00 41 +60 41 +20 40+80 40+40 40+00 0 o T , 0 N co � N _ W = ll. P Q 0 LQ (n ® OD O " OZ ' <CC ® OD c� o crW00 04 0) N o � 50+80 51 +20 51 +60 52+00 52+40 52+80 -0+40 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 2724 2724 2724 2724 Go ...Od M { Cfl rt N r CO r O t- ua GO r N Q CV v- O O, GO p) r C9 Lf O cf3+ _O O L� O co LO C- O CO M UC r T Q II ® � �- "_ C5 o Ln f` ti Ln ti M Lf3 to 2720 ± N ; � N u, 2720 272® -d o N ± N N N d 2720 U FINISHED GRADE II CD + + w< J AT CENTERLINE � ;w ® � `� FINISHED GRADE AT J co ui�; ¢ �' o Lu cl) ui c w EDGE OF PAVEMENT v W ,� eJ 3'SHD ZUL .76P� -2.00� e_ ..�� i 2716 CUT SO L 2716 2716 0.67®� 0.00% 0.00% -0.67% 271 M■y M ORIGINAL GROUND \�L&V DITCH rn AT CENTERLINE 1.5'DEEP N W ® + ORIGINAL GROUND AT °` z W + r O 4"PI + � o N O ,r° EDGE OF PAVEMENT `�' °n° + F�- O LC� �- Cp C> r U T- m l[7 2712 �SLEEVE 2712 2712 m -c - N N 0- N 2712 Q w cn d N (n TEMPORARY TURN-AROUND EDGE OF PAVEMENT S. RIDGE EDGE WAY TEMPORARY TURNmAROUND ai 2708 2708 2708 2708 SCALE 1I1,401 111=41 HORIZ VERT DATE 11/15/2024 PROJ. NO. 240903 SHEET 11 OF 29 ST4 240903-ST PROF.DWG I I I HORIZONTALJv. II w I I I1 SSMH 1.02 ® I 50 25 0 50 100 150 ZE c/51I I I ► I t SCALE IN FEET 14 - - I:I SEE BELOW LT. y MATCH LINE � � o I I I t WI IjI � laCLI W I. la, g III I I I I I III liI o I-I 1 I.{ I II ICI I 'EX.SSMH EX.Co I W W`--� a i I III W „ III { I I I I : I W I IAs jy CIO I I I 0.W I ' I I 1 I W o I J gyp' z I I I p N II III I ► FH cn cv > `_o II r illy y I W( � Lu I I I I n • FUTURE PHASE I T III W � I : I a l U a II o I ti ) Iljl y I► � ® I OC I I U ®vim W FH I� I GMH ' z = J Pf rL �oZ _ BLOCK 5 z ` :• �°IR B.O. Z o n ® .. GMH 2.1 WATER CONTROL VALVE r2apj s°PI o W o aCD' _ a �..... 8 PI .._ _ N uj Iw I II I W I 1! 4® I -_ 6 1 213 .!s a�.i - -'a- BLK 9' U !: . cc N W .. C°3 ' 1C •% GMH 1.1 � •:' • ..'...... .'.• a,' • ^ �•'•,• ♦••, :e. p w z .... III -1 AIR trlR. BLOCK 5 r I 1�°w N r FH •.. ..•.. •4 r DI 1.1•.•• cm o I I GMH 2.1 ( ' T W. HARRIS ST. 2�' 12-W ® >_LLJ� W III i � ' WATER ��° :B.O.. Lo m L I I I I -�- - _ - W.HARRIS ST. r L_C) I o sac `.:..;.e W SSMH 1.03 ° SSMH 1.04 4 - I t<Lu 1 -- s S ° SSMH 1.05 :SSMH 1.06.'" : ::' :: :: ::". I 4,• N 8 S Q,. I :_;" .• T" UTILITY SLEEVES _ Di 1.2 II I - a _ - - SG1.1 :._ _ :s'' SEEPAGE BED 1.1 z . . c (I I• ��1 12° .:: rs N CL W.HARRIS ST. a GMH 1.3 1 GMH 1-4 `:.. I GMH 1.5' 9 L t W W I oo < SSMH 1.03 e W 2°IR ° :. 1�IR -.,� Z GMH 1.2 �2°IR 8 PI 8 PI ° ° I ;;mow UTILITY SLEEVES I = GMH 2.2 1�� Z LL i w n q `'. '' 6- ®o N - .. ;,.. LL BLOCK 1 I I f•:• m BLOCK 3 c .! GMH 1.2 SLR-�--- = i i ' a 3 2 1 °° a ' 2 I ' T Cc v' } GMH 2.2 _ I I' n l . I NA I II I �o � c t III I I ( i i �Q t �gS EN C W I -- _E S�c� y I FH � � ii i 4 ! I I I � � III - &• DI 1.3 I I I I I r i i ' s-w- ail ° s° B.O. W.BRIARCLIFF ST. W SSMH 1,01 a I I III j - - W I I I I I i i I _ �° � 5 s°S SSMH 1.07 Ws ,- SSMH 1.08 DI 1.4 SSMH 1.14 II 4 y I - � oSG1.2 II T I I - _ I I II t I 411F, I SG 1.3 O o a m ' Lai 11 I W I i i :v SSMH 1.09 SEEPAGE BED 1.2 _ o 0 � a co I _ I III SG1.4 MH1.1 W M II a 5 w I I II I N DI 1.5 DI 1.6 -SEEPAGE BED 1.3 0 1 5 cm 8 CD wall I a I I II Ye• � Mo I I i p, 40PI N 6 I W 09 LL I to I II I r Q I II 2 ' p 0 �1 I II Q � zo w N I yOD /q 6 � 11 I � WW cc OD � III W FH. N I w III � Q j 11 I I II I I I I Ili u; BLOCK 2 c II I III �-• T I I � � = 11 I � I •�•••° 3CL � 1i x W z I III I w1 i i SSMH 1.10 { I oI IW v' I i i I .• I I I I FUTURE PHASE I I I 11 �► I I I I III III !. I f II I n "' II I - t iI { � � I - ••° � . III .- � I II I I I I I ` -!` � • I 11 I u GMH 2.3 I" I III W 4 I I - 80W - • .a..i _ .• 8 "SSMH 1.11 . a • O . :' - I + I = 11 g I I / ® n a' ; I I GMH 2.3 W , ii I •°' _ _ z J j II a'.. ... . SEE SHEET UTIL-2 F- 1I JI N , Lo D i l �; I i I r � n p I III I I I' T A Wcl I , I � W 1=i WI III .�.• III I I � I I i i I ==• BLOCK 1 I I II a Ij W 1 I 1I n.U�.J II I SSMH 1.02 I W o) U IRR. PUMP STATION BOX 2.4 Aq .I y 1 =50' MATCH LINE I; -- _ o a �' SCALE HORIZ Now am _ros- " a DATE 11/15/2024 SEE ABOVE RT. I 2 - cj o _, I k I m o �� PROJ. NO. 240903 I , W► SHEET 12 OF 29 I II I I 1 • I III I I III � I � ,. ti • 240903-UTIL.DWG HORIZONTAL 50 25 0 50 100 150 SCALE IN FEET JL 7 SEE SHEET UTIL-1 o i -:• 7 °c So BLOCK 2 1 WI SSMH 1.10 W FUTURE PHASE ® ►� i co ti i ... 8 �y �, Z o CM cm U GMH 2.3 T - 4 c t _ B •- •-- 8®4V, _ n� ..-°' :.. _ _ -.a .eSSiH 1.11 cr- CL ® n1 a ® cli ui IL I y a' z J '•s:. II iI I O cn O g _ 4 W I I i i BLOCK 1 - W� w W o� u IRR. PUMP \ STATION •�.: wow sox 2.4 s ♦ L m 2 W �'` —° ®W 5g Cam• ® }• ®'� T— W= U ai T of 10 C\IiO / Q z No z" CI LLJ ® w � } \ �''� 11 s \ FH �pc / W � W \ \ �� `� Jm ri Lu X\ \ F '..i , O �o � e... F�n ` of � �o cc W ® o � c'o CD 12 ` uj m �\ g .. v S Fid - � ��5�►��E�SFO G'jy \.\\ SSMH 1.12 cp IL .. d.' 14 A. 12 ol cm 15 co ` T � o F cm �6 WW 2OLL co Go \ \ \. \ 16 �. 13 o , c aC FUTURE PHASE \.` \tip °P 5�' 17 \�� 8 0 0 roes B.O. you 18 \ \. \ ��p SSMH 1.13 ./ o Ep I \ z ci . .\ \ Lo D Z J O -J U cWn W o SCALE 1"=50' HORIZ DATE 11/15/2024 CL LLJ PROJ. NO. 240903 SHEET 13 OF 29 220429-UTIL.DWG HORIZONTAL 40 20 0 40 80 120 Mod SCALE IN FEET cn I STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA I (SEEPAGE BED 1.1) A/. (SEEPAGE BED 1.2) (SEEPAGE BED 1.3) T. DI 1.1 DI 1.3 DI 1.5 SW CL STA. 15+00.00,OFFSET 15.25'LT CL STA.30+50.00,OFFSET 15.25'LT CL STA.42+44.45,OFFSET 15.25,RT DROP INLET,TYPE I,ACHD SUPPLEMENT DROP INLET,TYPE IV,ACHD SUPPLEMENT DROP INLET,TYPE IV,ACHD SUPPLEMENT TO ISPWC SD-601,WITH 1'SUMP TO ISPWC SD-604A,WITH V SUMP TO ISPWC SD-604A,WITH V SUMP FUTURE PHASE GRATE= 2703.78 GRATE= 2705.33 GRATE= 2707.23 12"INV.OUT= 2700.75 12"INV.OUT= 2702.20 12"INV.OUT= 2704.00 38+00 n 29.00 LF OF 12 AWWA C-900 PVC @ S=-0.69%TO DI 1.2 29.00 LF OF 12 AWWA C-900 PVC @ S=-0.69%TO DI 1.4 29.00 LF OF 12 AWWA C-900 PVC @ S=-0.69%TO DI 1.4 1 CL 1 ►I �. I I I I m S Q(2)=0.37 cis V(2)=562 cf Q(2)= 0.50 cfs V(2)= 1170 cf Q(2)=0.41 cfs V(2)=889 cf o i i mw 1.1 Q(25)=0.98 cfs V(25)= 1490 cf 0(25)= 1.30 cfs V(25)=3105 cf Q(25)= 1.08 cfs V(25)=2360 cf cl) I =693891.5N cn DI 1.1 = . = = . = = . = STA= 15+00.00 0 U E=2449690.3Oj TBVC=2704.26 11 � 12 IR 29.00 LF 12 AWWA DI 1.2 BLOCK 5 GRATE=2703.78 12"IR � C-900 PVC @-0.69% STA= 15+00.00 DI 1.2 DI 1.4 DI 1.6 W ' TBVC=2704.26 CL STA. 15+00.00,OFFSET 15.25 OFFSET 15.25RT CL STA.42+44.45,OFFSET 15.25,LT RT CL STA.30+50.00, GRATE=2703.78 DROP INLET,TYPE I,ACHD SUPPLEMENT DROP INLET,TYPE IV,ACHD SUPPLEMENT DROP INLET,TYPE IV,ACHD SUPPLEMENT '""` -JJ cc �.. TO ISPWC SD-601,WITH 1 SUMP TO ISPWC SD-604A,WITH V SUMP TO ISPWC SD-604A,WITH V SUMP 1 BLOCK 5 �;: .,:• BLK 4 GRATE= 2703.78 GRATE=2705.33 GRATE= 2707.23 z v J : ".:'. ,:� ::.__: ':: ;.:..4 . .. :•._. e:•, . . 12"INV. _ 12"INV. _ 12"INV. _ o tN 2700 55 IN 2702 00 IN 2703 80 b>:. •.. . 18"INV UT700 18"INV T 1 15"INV,•, ..� -• •- -- s:... ., as-:-; .... ° ='.' �.•..- : . : : ,. : -4 .: . ; 4.92 LF OF 18"PVC S 2.03°IQ TO SG 1.1 2.83 LF OF 18"PVC S -1.76°/Q TO SG 1.2 2.53 LF OF 15"PVC2703.60 6 S=-1.98°lQ TO S 1.4 • i @ @ G S MW 1.2 0 cl� �+' 'v N=693842.4 ® �'� -' E=2449857.E Q(2)= 0.62 cfs V(2)=936 cf Q(2) 0.73 cfs V(2)= 1732 cf Q(2)= 0.39 cfs V(2)=842 Cf41. r 36+82.53 g W.HARRIS ST. a W.HARRIS ST. o `�21 -- - _ - 0 10+00 0 : • • ' .. Q(25)= 1.65 cfs V(25)=2484 cf Q(25)= 1.92 cfs V(25)=4595 cf Q(25)= 1.04 cfs V(25)=2236 cf U..I (11 z r "'+ + 0 20+00 - -4.92 LF 18"PVC •' : Q(100) 2.58 cfs V(100)=3456 cf Q(100)= 2.79 cfs V(100)=6394 cf Q(100)= 1.63 cfs V(100)=3110 cf > O z W + SG 1.1-IN MH T @-2.03% ® W RIM=2704.35 -� p._,, • : •' 4 _ SG 1.1 SG 1.2 SG 1.4 Lo 2' . . :.:' °` :'a.::,.:• : e SEEPAGE BED 1.1 u? - A :-- .' ` ""- -`'' 18"INV=269 .1 11 0 : STA. 15+00.00,22.58 RT(IN MH) STA.30+50.00,20.83 RT(IN MH) STA.42+44.45,20.53 LT(IN MH):<. 9 r Q . . • '.-•••- :;-." s -• ( ° 165' 1500 GAL.SAND&GREASE TRAP 1000 GAL.SAND&GREASE TRAP 1000 GAL.SAND&GREASE TRAPCL • 1 tT (TRAFFIC RATED)WITH 20"BAFFLE SPACING (TRAFFIC RATED)WITH 20"BAFFLE SPACING (TRAFFIC RATED)WITH 20"BAFFLE SPACING z J4'.v J 12"IR 12"IR ® 2FFIP® RIM (IN MH)= 2704.35± (MATCH SIDEWALK) RIM (IN MH)= 2705.66± (MATCH SIDEWALK) RIM (IN MH)=2707.56± (MATCH SIDEWALK) W ®c .6• - .. 12"IR CC 18 INV.IN= 2699.95(FROM D11.2) 18"INV.IN=2701.45(FROM Di 1.4) 15 INV.IN=2703.55(FROM DI 1.6) Q '„_ N x �- TP-1 TOP OF BAFFLE OUT=2699.85 18"INV. (CONNECTING) (SG 1.3) TOP OF BAFFLE OUT=2703.45 "' . . � Lu 10.33 LF 18"PVC GND.EL.=2702.0± 0 11 Q z 159.00 LF 18 PVC 18 INV.OUT= 2699.10(TO SB 1.1) TOP OF BAFFLE OUT=2701.35 18"INV.OUT= 2702.70(TO SB 1.3) 0 � n I L@ 0.00% @ 0.00% 10.33 LF 18"PVC @ S=-0.00%TO SB 1.1 18"INV. (CONNECTING)=2700.60(SG 1.3) 21.97 LF 18"PVC @ S=-0°00%TO SB 1.3 W 3s+00 I, SG 1.1-OUT MH (Top Half Perforated) 18"INV.@ SB 1.1= 2699.10 18"INV.@ SB 1.3= 2702.70 III I RIM=2704.42 M ® ow®% BLOCK 1 21+oo g o SG 1.3 o DI 1.3 m SB 1.1 STA. 30+50.00,27.00'RT(IN MH) SB 1.3 ® i 1 '• 3 2 STA=30+50.00 SEEPAGE BED PER ACHD STD.DWG.,BMP 21 1000 GAL.SAND&GREASE TRAP SEEPAGE BED PER ACHD STD.DWG.,BMP 21 cr Ly °' ao •. TBRC=2705.60 165'L, 13.5'W,7.5'D (TRAFFIC RATED)WITH 20'°BAFFLE SPACING 175'L, 10'W,9.0'D �- °° I I I 4 a I GRATE=2705.33 FUTURE PHAS FINISHED SURFACE ELEV.OVER SEEPAGE BED=2702.60(MIN.) RIM(IN MH)= 2705.76± (MATCH SIDEWALK) FINISHED SURFACE ELEV.OVER SEEPAGE BED=2707.00(MIN.) 14SMW 1.3 29.00 LF 12"AWWA TOP OF BED(ROCK)=2701.10 18"INV. (CONNECTING) (SG 1.2) TOP OF BED(ROCK)=2705.50 ONAL � N=693692.1 FC-900 PVC @-0.69% BOTTOM OF BED(ROCK)=2693.60 TOP OF BAFFLE OUT=2701.35 BOTTOM OF BED(ROCK)=2696.50 �, GEMS F�c� II E=2449678.2 BOTTOM OF SAND= 2692.10 18 INV. (CONNECTING) (SG 1.2) BOTTOM OF SAND= 2695.00 k �,� I I I I DI 1.4 18"INV.OUT= 2700.60 0 MH 1.1 I I I STA=30+50.00 _ _� ) - I °I TBRC=2705.60 V(100) 5530 CFS 16.00 LF 18"PVC @ S=-0.63%TO MH 1.1 V(100) = 6394 CFS GRATE=2705.33 7c 2 159 LF 18"PVC(TOP-HALF PERFORATED) 169 LF 18"PVC (TOP-HALF PERFORATED) �J► d'�� @ S= 0.00% FROM SG 1.1 MH 1.1 @ S= 0.00% FROM SG 1.3 35+00 I I I - �- / 48 0 STORM DRAIN MANHOLE,ACHD SUPPLEMENTAL TO �. Si I W I I SG 1.4-IN MH r W.BRIARCLIFF ST. -' + + �- ISPWC SD-611 MODIFIED WITH A FLAT LID W/2'SUMP I I I I RIM=2707.5E Nr MW 1.4 $ GROUNDWATER= BELOW 2686.5± (NO GROUNDWATER RIM= 2706.20-t MATCH FINISHED GRADE GROUNDWATER= BELOW 2687.0± (NO GROUNDWATER 1 DI 1.6 -'-+ ++ --- 184.00 LF 18"PVC 5 " SG 1.2-IN MH ( ) N=693625.7 @ 0.00% 22+01 2.83 LF 18 PVC -+-� / OBSERVED) 18"INV. IN= 2700.50 FROM SG 1.3 OBSERVED) I i I 5 STA=42+44.45 E=2449480.7 (Top Half Perforated) @-1.76% RIM=2705.6E ' INFILTRATION RATE= 1"/hr 18"INV.OUT= 2700.40(TO SB 1.2)) INFILTRATION RATE= 1"/hr •- I t• TBRC=2707.50 ��X/ -' i / SEE SHEET DT-2 FOR SEEPAGE BED DETAILS 10.00 LF 18"PVC S=-0.00%TO SB 1.2 SEE SHEET DT-2 FOR SEEPAGE BED DETAILS cn II GRATE=2707.23 '•• "•• o0 i I I CD• !, _ ::•..: •.- ° . y •. ~ 18 INV.@ SB 1.2= 2700.40 I I► DI 1.5 18 INV-2700.40 j '=. e. •.•' I I I I STA=42+44.45 / _ 190 H 0) SG 1.3-IN MH o N .-% TBRC=2707.50 - SEEPAGE BED 1.2 RIM=2705.76 SB 1.2 o GRATE=2707.23 --- ___. �_L ---® O N I I i i I f r T 16.00 LF 18"PVC ' SEEPAGE BED PER ACHD STD.DWG.,BMP 21 w I I I I MW 1.5 42+42.4E TP-1 @-0.63% ' 190'L, 15'W,9.21) _ �XX II _ LJJ O c� N=693606.1 MD.EL.=2704.0± 18"INV=2702.70 FINISHED SURFACE ELEV,OVER SEEPAGE BED=2706.00(MIN.) P <C o I ►I SW E=2449392.1 _•- -_" .__ _..� __ I I ! MH 1.1 co TOP OF BED(ROCK)=2704.50 - o i I T SEEPAGE BED 1.3 RIM=2706.20 --- O o t CD „ •••• Wit. BOTTOM OF BED ROC( K)=2695.30 Z F 34+0o I I I 6 29.00 LF 12 AWWA 175' BOTTOM OF SAND= 2693.80 V Q Q i° 0_1 11 1 C-900 PVC @-0.69% 10.00 LF 18"PVC u) ® o II " O C iF I " 169.00 LF 18 PVC @ 0.00% _ cc Lu QO I I I I 2.53 LF 15 PVC 21.97 LF 18 PVC V(100) 10714 CFS o @-1.98% I @ 0.00% 2 @ 0.00°1Q MW 1.6 cvv (Top Half Perforated) N-693596,3 - o 43+00 ) I E=2449628.5 184 LF 18"PVC(TOP-HALF PERFORATED) N a @ S= 0.00%(FROM SG 1.3) a. CD w `� I KEYNOTES GROUNDWATER= BELOW 2687.0± (NO GROUNDWATER �,____- - OBSERVED) I I ® CONSTRUCT CHECK DAM IN BOTTOM OF INFILTRATION RATE= 1"/hr i I I I I 7 _ CD - BLOCK 2 BIOSWALE AS SHOWN.SEE CHECK DAM (SEE SHEET DT 2 FOR SEEPAGE BED DETAILS) I i i I DETAIL ON SHEET DT-1 FOR ADDITIONAL !� 43+s0.11 INFORMATION. !�1 • 3 CD 1. CONSTRUCT BIORETENTION SWALE. O 33+00 uj I I I SW SEE SHEET DT-1 FOR BIOSWALE DIMENSIONS �I '� z II •a- ' AND ADDITIONAL INFORMATION. II I m .•• •• -' FUTURE PHASE II 1 AAoo _ CL I II I Z = II SW $ NOTE: II cc Z NOTES Q I I I I GEOTECHNICAL INFORMATION PROVIDED BY 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. IDAHO NATIVE GEOTECH,LLC., ` M� CIO U REPORT DATED OCTOBER 25,2024,AND 0 4 /� GROUNDWATER MONITORING FROM 0 i 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. N ;•_ a :.. SEPTEMBER 25,2024 TO OCTOBER 24,2024. Z •. •,e: • 0 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION O : - -• go • :•., i� SYSTEMS.CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF U THE MARKERS PRIOR TO BACKFILLING.ACHD IS CURRENTLY SUPPLYING THE DEVICES. W 32+00 n e 4. ALL PIPES CALLED OUT AS PVC(EXCLUDING AWWA C-900 OR AWWA C-905)MAYBE PVC • o � i i a -�-• • '-`•-�° � �h" ASTM D 3034(SDR35)OR ADS N-12HP. ri I II I 5 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5'OF COVER. r1 CCD BLOCK 1 6. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. I i i I PUMP STATION 9 �� 7. ALL PIPE ANGLES SHALL BE 900 UNLESS OTHERWISE SHOWN. ,1 I ♦ SCALE 1 =40 &GIRR-1 BOX f u J 6 DATE 11 J15/2024 PROD. NO. 240903 MONITORING WELL 1 s CONTROL POINT DATA SHEET 14 OF 29 CONTROL POINTS NORTHING EASTING K►NS LA7�RAL _`• \�F N 1/4 CORNER SECTION 25 696,462.E 2,451,858.5 SD� l C 1/4 CORNER SECTION 25 693,815.6 2,451,837.4 I UNPLATTED 240903-SD.DWG HORIZONTAL A(. 40 20 0 40 80 120 SCALE IN FEET L VERTICAL 4 2 0 4 8 12 SCALE IN FEET � I 10+00 9+60 9+20 8+80 8+40 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1 +60 1 +20 0+80 I 12`+ 2716 2716 @ 3.5 I � € �+K I SSMH 1.01 t , I ; € 2712 STA=5+02.51 � r � �:� ��....� 2712 co co � Q O 0. I � J (o cm O ® I £ 1 Lo cr_ 1IT Muj ( � s: 2708 occ 2708 c-s N co �n L0 co � '� t � �� N C 1` M M +I I i I g ® C -} CY O ~ Jom I � � p � Q 4 2�2 121 iq : z ui II � o N + N ZUJ � Ic 1-4 @ it +I `c £ t r I I x cg c/� O 1 II O d Q ... P( C/� a0 '+ O- - -- - - g ¢ cner cn r � ualn II (D w z J� o Q ORIGINAL GROUND _ �" o C L J 4 2704 U) ao m + 2704 2 W cn AT SEWER LINE oc .- �_ m m k I' ---- ---- - ---- --- — co II Q jots y Lu � w co �a Lu SEE BELOW LT -- ----- ---- ----- O I 11 MATCH LINE E.G 0 N o I # I 2700 I I ? ;tl I rE ' 2700 W Ca Lu Iow �ED� � cE.G. W 111 p I F 1 0 G o T..,, a O vv�v I z ■ ■ O EX.SSMH I ! ! = W cn sTA=1+oo.00 W s` 2696 W = 2696 0 9 W ` f-'90° 92° N5 Q W bg 4 i l l I H I W ..W> mO CWn lllr' N5 � �,� IE W � � _ z r € cc m �, ! 1 O I I I 12,± 2692 2692 LL z �c m 3.5' k I Qom F IIII � I I ofr CIO xW II m , fi NA ! I! € I I I 2688 398.51 LF 2688 �F�V L I I I k gg I 10"PVC 0.30% �� cENs� ci I € s 398.51 LF 10"PVC @ 0.30�0 � z q € Ef I I to co ?� I: I f I I It I I I It 2684 6 �� ► ��' t r co .� 2684 co 1 ! I I I II III- Lo w I _ co 00 ijio I I o �' N CONTRACTOR SHALL VERIFY HORIZONTAL +1 +I +1 r I I °C I it II r M co oc � - - LOCATION OF EXISTING SEWER MANHOLE AND 4 I ( I e ' '_ O I k _ I co co 00 CD EXISTING PIPE INVERT ELEVATION AND NOTIFY N co --a I 2680 z ENGINEER WITH ANY DISCREPANCIES PRIOR 11 II II 2680 °� O w I III a w� II v� d;i z = F- O O W W �. g I I TO CONNECTION AND CONSTRUCTION OF NEW - r ' IIGo € I I I I SEWER MAIN LINE. z Lu cc) Ikt: I - I- 4 S. LINDER ROAD S. LINDER ROAD _ _ °° o � � � N � cO f= CIO oo � ! I �1 - W 12676 w 9 It et 2676 '� W o aczU_ 10+00 9+60 9+20 8+80 8+40 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1 +60 1 +20 0+80 � I— Q f cn I Ik I 12'± fn I CD a. E I I -- W 0 7 0) III ! II : I x E 3.5' ` � x I � �� I I c � � � Q o0 I€ III I < — M E ` co SEWER &WATER KEYNOTE LIST SEWER &WATER KEYNOTE LIST O `` SSMH 1.02 a: w °° E STA-9+05.02 ITEM DESCRIPTION ITEM DESCRIPTION O � i i I I A8 ADAPTOR,8 FLG.XMJ TS8 TAPPING SLEEVE,8" N r s i -W W = s I r Al2 ADAPTOR, 12",FLG.X MJ TV8 TAPPING VALVE,8" NOTES: III III I I I r B2 2"BLOWOFF WITH 8"OR 12 GATE VALVE,PER STD.(W13) V4 VALVE 4"GATE FLG.X MJ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR V6 VALVE,6"GATE,FLG.X MJ CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING ? I (I WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS y r{ t MATCH EQUIV. (THAT IS APPROVED BY THE PROJECT ENGINEER AND THE FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE W (1V MATCH LINE BFP CITY OF MERIDIAN WATER DEPT. .VALVE WHEELS SHALL BE CHAINED V8 VALVE,8"GATE,FLG.X MJ J ) NUMBER IS 1-800-342-1585. �. W SEESHEET S-2 TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. V12 VALVE, 12"GATE,FLG.X MJ� 1 ! 1 ` C8 CROSS 12"X 8" ALL FLG. 4" 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3. _ ,. V13 VALVE,4 GATE,ALL MJcc I INSTALL SERVICE AND/OR MARKER AS NEEDED. C12 CROSS, 12",ALL FLG. W4 WATER MAIN,4 PVC,C-900 �" ? E ` E 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. ` I t' E10 ELBOW, 12", 11 1/40,MJ W6 WATER MAIN,6"PVC,C-900 m j I I a o z E18 ELBOW 8" 221 2 MJ °, III ;I / W8 WATER MAIN,8 PVC,C-900 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. Vl e �_ ; I E28 ELBOW,8",45°,MJ 1 WATER MAIN, 121,PVC,C-900cd ! I Q 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER.IN ALL OTHER AREAS THE WATER MAINS SHALL 0 cc } E38 ELBOW,8' 9o°,MJ ("A" „ " AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES(A AND B), THE CONTRACTOR HAVE 4 OF COVER. cc 3.5 I I 1 ,° SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO THE EXISTING 12"WATER MAIN IN d. W F12 BLIND FLANGE, 12,C.I. S.LINDER ROAD. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE H FIRE HYDRANT ASSEMBLY COMPLETE PER STD. 8 & 9 &W G5 (W ) (W ) ( ) CITY OF MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. cm W J SSMH 1.01 MERIDIAN CITY WATER CONTROL VALVE,PER STD. SINGLE WC Z ( V SEE WATER NOTE NO. AND SEWER NOTE NO. ON THE TITLE SHEET. O STA=5+02.51CL c%j SEE SHEET S-3 FOR DETAIL. N2 - , :_� �� III € I : ( 1 ( I (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) C , 1 SINGLE METERED SERVICE CONNECTION, ,WITH 3/4 METER AND W I ' a I : I S1 N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. I r 3/4 METER SETTERS,PER STD.S(W1),(W2)AND(W6). I I ( E N4 EXTEND WATER PIGTAIL A MIN.OF 5'PAST PRESSURE IRRIGATION MAIN AS SHOWN. I DOUBLE METERED SERVICE CONNECTION,1",WITH 3/4"METERS AND r I I r S2 N5 RETAIN AND PROTECT EXISTING MANHOLE. SEE CONNECTION NOTE IN PROFILE ON SHEET S-1. W 3 4 METER SETTERS PER STD.S 1 3 AND 6. 1 x. I I I 77a (W )�(W ) � ) r 11 1 " 11 REMOVE AND DISPOSE F R RE-USE EXISTING IRE HYDRANT IF APR Y F SINGLE METERED SERVICE CONNECTION,4,WITH 4 METER AND PER SE 0 ,0 US EX S G F HYD N ( APPROVED B CITY 0 uj N6 MERIDIAN SEWER AND WATER)AND EXTEND HYDRANT LINE AND FIRE HYDRANT OUT OF NEW f STD.S(W5),EXCLUDING BYPASS PIPING. CD WIDENING AS SHOWN. g q to I I i I I3.5' I � T7 TEE,8„X 8"X 6°,MJ X MJX FLG. N7 ADJUST ELEVATION AS NEEDED AND INSTALL CONCRETE COLLAR AS NEEDED. 1 =40 1 =4 j I I t Q SCALE : = T11 TEE, 12"X 1214",MJ X MJ X FLG. HORIZ VENT s I I I I 12'± �'�' CONTRACTOR SHALL INSTALL THE VAULT AND V OF WATER MAIN PIPE INTO THE VAULT. ` T12 TEE, 12"X 6",MJ X MJ X FLG. RI DATE 11/15/2024 MERIDIAN CITY WILL INSTALL THE REMAINDER.CONTRACTOR SHALL COORDINATE MATCH LINE I N6 T13 TEE,12`°X 12"X 8",MJ X MJ X FLG, INSTALLATION WITH MERIDIAN CITY.IF NEEDED CONTRACTOR SHALL INSTALL A FLANGE x 1 � PROD. NO. 240903 „ „ FLANGE DUCTILE IRON SPOOL IN PLACE OF THE WCV EQUIPMENT TO ENSURE ALIGNMENT OF o W EXIST.VALVE A T22 TEE, 1211218",ALL FLG. THE WATER MAIN PENETRATING THE VAULT.SEE DETAIL,SHEET S-3. SEE ABOVE RT I I I I 0 E.G I i 6, : SHEET 15 OF 29 T26 TEE,81 VX 8",ALL FLG. PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF MERIDIAN WATER. N9 SEE SHEET PIRR-1 FOR ADDITIONAL INFORMATION. vp, TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 S� 240903-SEWER.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET JL VERTICAL 4 2 0 4 8 12 SCALE IN FEET SEWER & WATER KEYNOTE LIST ITEM DESCRIPTION A8 ADAPTOR,8",FLG.X MJ Al2 ADAPTOR, 12",FLG.X MJ IIIW i '' " B2 2 BLOWOFF WITH 8°'OR 12"'GATE VALVE,PER STD. 13 � 12°_ I— --- 12IR I I { 0 cm SEE BELOW LT WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR o F CC N � EQUIV. (THAT IS APPROVED BY THE PROJECT ENGINEER AND THE n W MATCH LINE w � BFP CITY OF MERIDIAN WATER DEPT.).VALVE WHEELS SHALL BE CHAINED W ` €' 13+60 13+20 12+80 12+40 12-+-00 11 +60 11 +20 10+80 10+40 10+00 9+60 9+20 8+80 TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. °C r 2716 2716 C8 CROSS,12"X 8",ALL FLG. J C12 CROSS, 12",ALL FLG. c r E10 ELBOW 12" 11 1/4° MJ �a- C) SSMH 1.02 9 ° o E18 ELBOW 8" 221 20 MJ 0o °;o Y cli ts STA=9+05.02 • / I 2712 2712 E28 ELBOW,8",450,MJ C �.�. �. z Lu (� W r II 4 ti :f et i •- E38 ELBOWV. 90MJ� a N Lu Vz Z lJJ W ® _ > c i F12 BLIND FLANGE, C.I. N �"'- o ,�, M H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) o Lu i I 2708 S E E SHEET S-1 cm —._.. ORIGINAL GROUND ® Ncn MERIDIAN CITY WATER CONTROL VALVE PER STD.(SINGLE WCV) l I I = — _ _ AT SEWER LINE o o 9SEE SHEET S-3 FOR DETAIL cn o o i MATCH LINE ® "' �� SINGLE METERED SERVICE CONNECTION, WITH 3/4"METER AND " • _ o r z SC ,_ v� S1cr- U..� f .. 5 SI —- — o v N 3�4��METER SETTERS,PER STD.S(W1),(W2)AND(W6). W 4Fc I j 5 z ° N SL �.. �.- W Lu 3 2704 12°GIRR 12"GIRR — 2704 DOUBLE METERED SERVICECONNECTION,1 WITH3/4"METERS AND I Q z I # -77 6 ' € k 3/4"METER SETTERS,PER STD.S(W1 , 3 AND 6 . O o k N2 ) � ) ) ssM �' " S SINGLE METERED SERVICE CONNECTION,4",WITH 4"METER AND PER W STA=21 12 W 3 cg m }gp STD.S 5 EXCLUDING BYPASS PIPING. O o ,- I : I J I tom ) cv t # 3 I L!Wcc G W T7 TEE,818"X 6",MJ X MJ X FLG. c f 0c T 2700 r 2700 o I _ I k + T11 TEE 1211214" MJ X MJ X FLG. CD' ' c�p It III � � �<�� # � � �� a fi � 7 h-- T12 TEE, 12112"X 6",MJ X MJ XFLG. 06 a S SC=22 , W T13 TEE 12112"X 8" MJ X MJ X FLG. s s1—270 Z W SL 37' :, a� C T T 1 1 f � LENS �� I oa !r 2696 (� Z 2696 22 EE, 2 x 2 X s ,ALL LG. o� %x Fo y N k ; s WFr t� , 9, E-- T26 TEE,818"X 8",ALL FLG. I I W TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) Ze SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 y'� cA y` AgrE of�oP �� TS8 TAPPING SLEEVE,8" �N 5 2692 2692 FN A#. q- 1 TV8 TAPPING VALVE,8 III w 3.5' SC 22 I _ - _ z I V4 VALVE,4"GATE,FLG.X MJ SI-270 398.00 LF V6 VALVE,6"GATE,FLG.X MJ r- I i 10 PVC 0.30% o 1f �. 1 " WK ( 2688 V8 VALVE,8"GATE,FLG.X MJ o or �(I/�/ 2688OD u 3 N6 `-! f " 11�i r _ V12 VALVE, 12 GATE,FLG.X MJ aCD - „ u.o cm I EXIST.VALVE"A" I E SSMH o �, o V13 VALVE 4"GATE,ALL MJ ao o 6° �; STA=23+ W M N Y cf © � Co O -- :•: 00 ® o® oo `-�- W4 WATER MAINco co ,4"PVC,C-900 w 1 I E 1 i� ' ° SC= � N � N N ,c, Z LJ- �� —CO . u - II II co 0 W6 WATER MAIN,6"PVC,C-900 d . 1 1 I SI=2 2684 W 2684 �''� a 0 _ w 8 m oc p _ o_ ! _ BLOCK 5 I it r a SL- co w o c�Ir c W8 WATER MAIN,8"PVC,C-900 0 Icb} € --� � (( I r cm N Q9 = F �� - 1 WATER MAIN,12 PVC,C-900 Q M € o > o N2 �. � ,� ;�a I LYIY o cl) 0 0) �, - " ' N2 - AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES("A"AND"B"), THE CONTRACTOR Q cc w CO III 12"IR N1 i __ _ ___________ ____ SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO THE EXISTING 12"WATER MAIN IN N 12 IR ---.- 2680 n - � • 178 LF = . ,. 2680 N1 S.CINDER ROAD. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE €( ` I---•- TB 8 S8 8"W -°- ' N c ` k # ' f g, ..'A • ate- •` .d -:.(V .p. . - t O CITY OF MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. o 0 ` 4 - S. CINDER ROAD �- I � =W � 1 - ---- = SEE WATER NOTE N0.2 AND SEWER NOTE N0.2 ON THE TITLE SHEET. •- ° i N2 V12 V1 /�2 V12 V12°C12 �. ,.. • : :•, 2 _ ° _--..- ..- -.'. •:'- -. j � .:.;:.. (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) 1 2676 2676 N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. ® I 23 LF Ni 149 LF I �_ j SSMH 1. TB F12 12"W RETAIN AND PRO CT �' STA=23+80. 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 9+20 8+80 N4 EXTEND WATER(PIGTAIL)A MIN.OF 5'PAST PRESSURE IRRIGATION MAIN AS SHOWN. J I k N2 EXIST.LEAK DETECTION o .. Tw 1 N2 a u �— W.NARRIS ST. I zC €_ N5 RETAIN AND PROTECT EXISTING MANHOLE. SEE CONNECTION NOTE IN PROFILE ON SHEET S-1. �1 N2 STAION AND VALVE �rU. W o �90° 00 I REMOVE AND DISPOSE OF,OR RE-USE EXISTING FIRE HYDRANT(IF APPROVED BY CITY OF � gt,g._ � � ` � N7 - '� N6 MERIDIAN SEWER AND WATER)AND EXTEND HYDRANT LINE AND FIRE HYDRANT OUT OF NEW x a 90° � � N 14 � `o � � t - _•• o � b f € � 12'± 1; WIDENING AS SHOWN. I XI W N7 ADJUST ELEVATION AS NEEDED AND INSTALL CONCRETE COLLAR AS NEEDED. --- I L I o o SSMH 1.03` N . , - a. •.gym• `: cn STA=13+07.52 ° CONTRACTOR SHALL INSTALL THE VAULT AND 1'OF WATER MAIN PIPE INTO THE VAULT. MERIDIAN CITY WILL INSTALL THE REMAINDER.CONTRACTOR SHALL COORDINATE �■1 OC Z Q ' W j� INSTALLATION WITH MERIDIAN CITY.IF NEEDED,CONTRACTOR SHALL INSTALL A FL ANGE x Q ' 12" � PULP STATION FLANGE DUCTILE IRON SPOOL IN PLACE OF THE WCV EQUIPMENT TO ENSURE ALIGNMENT OF ct) W I 12+ I ;.: :_TOe — — &GIRR-1 BOX�c MATCH LINE � x .. .. THE WATER MAIN PENETRATING THE VAULT.SEE DETAIL,SHEET S-3. F- Z PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF MERIDIAN WATER. J SEE ABOVE RT o ' . �� x I _ W - -" -- roe— NOTES: N9 SEE SHEET PIRR-1 FOR ADDITIONAL INFORMATION. z Uj 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR �■ �-- , W SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR W ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 0 O� ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 1 ZA EXIST.VA "B" cm Irn 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3.INSTALL uj 14 e SERVICE AND/OR MARKER AS NEEDED. 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. SCALE 1"=40' 1"=4' HORIZ VEK 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER.IN ALL OTHER AREAS THE WATER MAINS SHALL HAVE 4'OF COVER. DATE 11/15/2024 it PROJ. NO. 240903 SHEET 16 OF 29 S�2 240903-SEWER.DWG ASSET MANAPIEWNT NUMS: ACCESS HATCH AND LADDER SHALL BE LOCATED ON SIDE OF VAULT CLOSEST TO SITE ASSET MANAGEMENT TABLE POINT PER PROJECT MOST LIKELY SIDE OF VAULT WILL BE SIDE /. SP S RELEVANT R INFORMATION FROM ALL ENT ID NUMB 1 THE ENT MODEL NUMB0. SERIAL, TO Y. THE 3/4'BYPASS AND FLOOR SUMP SHALL BE LOCATED ON SIDE OPPOSITE ND MANUFACTURED OF REPROVIDED DATE. IY THE NSTALLED fD DATLT COST IDN TO D ADDITIONAENTERED L INFORMATION INCLUDES ASSET � NUMBER,TO THE EQUIPMENTTYPE AS DESCRIBED ON SHEET N O. EQUIPMENT 10 ASSET DESCRIPTION 1V. HORIZONTAL ��MATCH. TAP L BE LOCATED ON SAME SIDE AS ACCESS MARCH. SPREADSHEET. 2. IT IS THE CONTRACTOR'S R TO RE THAT THE IS FILLEDY AND ACCURATELY. IT Is THE 01 L VALVE ## 40 20 0 40 80 120 CONTRACTOR'S RESPONSIBILITY 70 EN THAT REQUIRED INFORMATION 5 PR TOINSTALLATION; TYPE AND C-# Wc�/# 1 INDICATOR.WCV## VAULT DOOR HI SHALL BE P ON NATURE OF INSTALLATION COULD LIMIT OR PREVENT COLLECTING SUCH INFORMATION. SIDE OPPOSITE ACCESS SIDE OF VAULT VAULT DOOR PINTS SHALL BE PLACED ON 3° IF EQUI IS TO THE PREVIOUSLY ASS AN IPM 10 NUM ON THE D .THEN Ir ISTHE 1 PILOT CO VALVE,WCV## SIDE OPPOSITE ODE OF VAULT CONTRACTOR'S RESPONSIBILITY TO WMIFY SUCH EQUIPMEAT AND ENSURE THAT IT 15 ASSIGNED AN 0 NUMBER IN COORDINATION WITH THE CITY AND ENTERED INTO THE SPREADSHEET. C-# wayffmool PRESSURE TOR,WCV it JL SCALE IN FEET to 4. THE P ET E BE SUBMITTEDCc R's APPL ICA REQUESTING PAYMENT ON THAT SPECIFIC EQUIPMENT. C-f ## RE� WCV`## PAYMENTWILL BE UNTIL THE ASSET ENT H IS RE AND VERSED TO BE CORRECT BY THE PROJECT C_# WCVjftALOD1 VALVE,ISOLATION,WCV## 0 MANAGER.1 HIGH PRESSURE ZONE LOW PRESSURE ZONE 3. CONTRACTOR TO MEET WITH ASSET MANAGEMENT ON-SITE WHEN ALL ASSETS HAVE SEEN INSTALLED. WILL LABEL AND VERIFY VERTICAL OR WOE INSTALLED �/ ,� VALVE.ISOLATION.WCV�# 11•�-- WCVHFITOO1 i 6. ALA. IAA REQUIRED TO COMPLETE THE REQUIREMENTS D INCI I®THE PROJECT AND -7 {/y� R /j� �. NO SEP TE PAYMENTSHALL BY THE CITY. As I CD S�3 ■ 2 0 4 8 1 2 - 7. THE D UPDATE THE TABLEAND ALL I IVS FOR EACH INDIVIDUAL WATER � VAULT TQ THE WATER VAULT NUMBER CITY OF M WILL PR A ##FOR WATER VAULT. EQUIPMENT NOTES s°�® a'-O m '� CONNECT TO MAINLINE PER PROJECT SHEETS. tea 3a'x 30'� MODEL J-4AL PMO H-20 RAND AL.UMIN UMM VAULT OR DOOR SCALE IN FEET I 4Q I$.x W'DUCTILE I FLxPE. ON OF VAULT IN A I EPROVED EQUAL DOOR LATCH BY THICDLE KNESS MALL AS LOCKABLE 0 MATTC`FINISHBLE GRADE c11• S'0 x*3D' NE M TO A5 . MINI CAST ONTO THE TOP OF VAULT. LATCH SHALT.BE WHEN VAULT IS LOCATED WITHIN SIDEWALK. IN LANDSCAPED R 00.LIQUID FILLED.0-160 DIRECT READING. RE E*IX BE SET 2' FIN A W-231 OR APP EQUAL {�� POI PR ARC 2 PSI Rif CONCRETE JOINTS SHALL.BE SEALED WITH C CS-102 OR NOTES: a' \ MIDDLE WHITE K WA P BE CONCRETE AND CONCRETE VAULT. APPROVED EQUAL APPROVED EQUAL_ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR '8°- • ABLE SADDLE STAND APE STANDS S s J SHAPED�D ALL CONCRETE CO AND JOINTS SHALL BE WITH VULKEM 116 OR �T PIPE �H TH£�WILL CAPABLE aDJ PIPE SNIP S BE STAN N S92 OR EQUAL SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR PLAN Y P AD ER EXTENSION EDUALLADDER ►I G ucTs ® PRESSURE TRANSMITTERS BE PROVIDED By ASP OF A Ne5 LIE( A� ON OR EQUAL TO OSHA ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE PRESS SOADA SYSTEM URE sM CSMEASt RI A c A 0-100 1THAN 910.28'BELOW FINISHED 1 1o.z�SPECIFICATIONS. Toy�uNh OF sHa�BE NO MORE STRAIGHT GRADE FINISHED MINIMUM PRESSURE E RANI ES 4MA TO 20rrA CURRENTOUTPUT ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. I��R OR FINISHED SUREACE OTHER SURFACE B COMPATIBLEM 14 N CONCRETE COLLARS � PRESSUREa U IN CAUSE AN PRESSURE H CONNECTIM INCLUDE THROUGH RIPE ADLE. ARC, IN LAN THE S BE 80 .MODEL I Ta M I STAINLESS NO N (3 EA).RED BRAN ISO1AIION VALVE,RED B TEE.RED BRASS ❑ 1 ❑ SET 2' FfNIS14M THE ER M WILL M S �EQUIPPEDAN (2 FA).RED B AND RED FITTINGS AS NECESSARYTo TO THE 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3.INSTALL FIN EO c S►t4LL GRADED AWAY C REGISTER, THE CS PULSE KIT PLUS( )SIGNAL. GE AND ER. BALL VALVE �INSTALLED TAP AND Off. STD= THE AT A MINIMUM S OF BE PROVIDED BY AS P OF A PROJECT. 'ME THE RE CAUSE IS TO BE INSTALLED AND THE RE VMSM 1S BE SERVICE AND/OR MARKER AS NEEDED. NOTE#12.(TYPICAGRAL OF 2) S� FOR A MINIMUM DISTANCE OF 5'IN ALL BY AS PART OF A PROJECT.PLUG PRESSURE FINISHED DIRECTIONS SUCH THAT ALL E PEA ® WA 1fT BETE v LT(B x15° LT }, AlPP FUTURE NE U) m AWAY VAULT AND AASHM NS-25 .ALL SURFACES BE !, Ts OF ETE a a, BE SET TO AVOID CREATING NEW LOW S CS-5 COATING OR APPROVED APPROVED EQUAL CRACKS JO AND ALL s 1B 8' DENT CATE VALVE CONFORMING To HAND WHEN. FLxFL. O N WHEN SITE GRADING Ls 3. ALL SEWER SERVICES SHALL BE 4 UNLESS OTHERWISE NOTED. VAULT UD BE WITH EM 116 OR APPROVEDPIPEPENETRATION � INSTALL 12.0 x 3•SUMP AS SHOWN, INSTALL FLOOR IN OF P IF HIGH BE A I1NK- �c s OR AND ND 1TATER NOT N I I!E 4'IT PtrC PIPE IN�N � N NONSHRI WA GROUT. AND B'OF N LiOCK BELOW VAULT. n �. TOP OF VAULT • 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. I1 I 210o EAE E �.x 24•DU ' rtixx Lu p a VALVE. VALVE OF AND CONFIGURATION TO BE As 1I1 FOR VAULT D INDICATIONBYO AS PART OF A t� 4 B 4 D I BY CITY OF M S D FOR IN N R BE A s SENSORS#437M IS-23O SERIES 1 B MOUNT VALVE CO PIPING ON DER OF THE VALVE. VALVE PILOTS� SINGLE POINT INSTALL LOCATION OF IT. 5, MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER. IN ALL OTHER AREAS THE WATER MAINS SHALL HAVE 4'OF COVER. m 4 1L 4 BE BY THE OF TO THE SETTINGS IN THE ENGINEERING REPORT MOUNT 6" THE VAULT FLOM T �, AND/OR PROJECT CONFIRMPLOT SET POI THE CITY OF MERIDIANJ cc: 0 9 19 PUBLIC W DEPARTMENT.SEE T THIS CAL WATER L tQ INSTALL UVI- ES 1300 PIPER (OR EQUAL)AND CONCRETE J p THRUST RESTRAINT S ZE MATCH DUCTILE I PIPE RESTRAINT ' CAST D OPENING IN VAULT TO MA F °S � IN CONCRETE THRUST RESTRAINT. T ALL BE S WIDE ca w n- RE REQUIREMENTS. BY 3'H BY 18'THICK. ALL CON BE PSI MINIMUM. M� J SEE SHEET S-2 - ® ALL 3/4•0 TRIP �Y. f2tNNNR.T TO Lt-PIPING USING PIPE J o z 2 NIPPLE, VALVE,THREADED HOW DIRT,ZURN BFP ON VACUUM 1 2 BR AND A REMOV CAP. ALL FITTINGS BE COPPER OR -�o _ CAL WATER �CflNTROL.VALVES C� � • `�i0 10 at DE 1-1/2" LE PIS TO DRAIN MOD DOOR E TO GRAVEL SUMP. O p w J N6 / _ / B• 11 11 - 2-i' 2'-O' 2'-2 2'-O' 11 12 E3' FUNCTION F R CONNECT PIPE TO DOOR E PER MAANUF 'S RECOMMENDATIONS. DRAIN H m y 3 PIPE THROUGH BETE TO SUMP LOCATED 2 FOOT MINIMUM OF VAULT. p Lu 8•0 SIN S1OR-PR-R -1O146A PRESSURE u� AND PRESSURE 3'xrxS GRAVEL DRAIN AT END USING 2• ORAN ROCK WITH AND rn o� � I EXIST.VALVE"A'° , m SUSTAINING VALVE WITH REVERSE FLOW,A PINT SPRING RANGE OF 20-200 Pg. TOP WRAPPED IN TON-WOVEN FILTER FABRIC. DRAIN TO NEAREST EDGE OF VAULT OR PER � � In � x 61 a SINGERE ROLLING M, BRAIDED STAIN FLEXIBLE CONDITL c0 a w o J �° PRESSURE TU O X107 VALVE INDICATOR AND -ITC W ('V �� z 4j m AND A-tO1 SLINE o w W cm m PR Alps B•0 cU-vAL MODEL 92c- Kc PR REDUCING AND RE 46 CA PRIOR LL 70 0 z z uj SUSTAINING VALVE WITH REVERSE FLOW A PILOT SPRING RANGE OF 20-200 P� w I 1. Cart-VAN P+ 1-�--342-1� c�1- u- z E ,� OPTIONAL BRAD STAINLESS s sTr�FUMBLE TUBING, K1 O7 VALVE TO u.c LSLrA N � p �� INDICATOR AND TT43 Y NR9i. o w p L0 I r I ELEVATION aa•0 N 61 PR-R- - 1 PRESSURE REDUCING ado Wuj L_1� a I. BLOCK 5 v� PRESSURE SUSTAINING VALVE PRESSURE AND o c 4 ', ( ° NOTE: ALL WORK SHALL BE DONNE IN A�O2DANCE WITH z p THE LATEST III THE CITY �� H W SINGER FUNCTIOM A PILOT SPRING RANGE OF 20-200 PSI SINGLE RE}.UNG DIAPHRAGM. T' U°1 w i I - STANDARD SPECIFICATIONS.THE IDA HO STANDARDS N TEI PRESSURE RIMMING. OPTIONAL BRAIDED SrOUNNESS MM FLEXIBLE TUBING. X107 VALVE c) PRESSURE SUSTAINING POSITION INDICATOR AND PER sOHEMATIc A-1OHNL?A (MYNA' FOR FtLBI.IC (tSPWC) AND T' _ . •- TB �'911tR PR UII: - ALL ALaP STATE AND c2TDEs 7"� ¢ p� w B•o IAA-VAN MODS.S2O-B1 c R: NG ANO PR � � I .. B2 sUSTALNI vALi PRESSURE arND R FL .A L�9IOT N2 I r �> E OF 20- BRED STAIN TUB f= I I I --�2Y1 AND OPTIO K1O1 VALVE POSITIONINDICATOR. ¢S 12"IR . N8 C 12�p TB r -� STANDARD DETAIL FOR Z ' ' 11 ! / I I a ANGER MODEL s1OB-IDS- F RELIEF VALVE PI p cc N - I 12 IR 7 LF 7 LF N2 OF 20-BOO S D OP'LID BRAIDED CITY OF MERIDIAN IDAHO O U � a I = ILL�_ -- H V12 I� WATER CONTROL VALVE VAULT SINGER STAINS STIM ABLE TUBING, X107 VALVE POSITION INDICATOR m �, I Of I r " N9 ( i I ANR9 PER& TRC A-D423F. Q,1 U S 8 WATER CONTROL VAULT(WCV) W � TB E38 E38 TB '� P/ V6 8"PI --V12 I I N.T.S. PRESSURE RELIEF s B OLA YA1L MODEL Rosa-o1RTidKC PRESSURE RBI VALVE WITH a Plssa SPRING _ - I I a o TB ,� 8°PI E OF 20-200 BRAIDED TU AND FOR AREAS NOT SUBJECT TO VEHICLE TRAFFIC u � ., 1 ly , ® i CIA VAL OPTIONALXIOI VALVE INDICATOR. INSTALL FLUSH SINE 0 E10 TB 13 BFP T12 BLOCK 5 V8 NDTE: ►olc oN TES O�TaL O NL3 S ►LL oslE roTOH ON VALVE PER N #2 B WHEN REQUESTED err THE OF M w� w 1 BLK 4 FLOW DIRECTION ARROW(S)ON PROJECT PLAN Ste, PUN SHEETS OR m 1 �°° ADDITIONAL�TAIA SHOfW THE PIPING CONFIGURATION�D T►� PUBLIC WORKS DEPARTMENT z e .:.•- ..•., .:.. a. E10 S3 1 •_'• A8 u- 1. A ER VALVE SHALL L BE USED WHEN Fr IS NECESSARY THE REDUCING FUNCTION rD HAVE LEI F3DW ODWO 1 ( .(,�' Wa►TtOa MAIN rn THE CONNECTION POINTS Ar THE WCV sTAT ARROWS is CONFIRM D NHS caev OF BLIC W 33 E. BROADWAY AVE.,STE.200cc 5 II••'..:�`,• .'p-: * N_ W8 ':• SHOWING THE FLOW DIRECTION WHO THE WOV 6 ACTIVE,INCLUDINGONE ARROi4 0p m N1 °° 39 LF `" �IMM? IN THE PLAN VIEW OF THE WCV STATION, MERIDIAN, IDAHo 63642 p > * ..:• -• .: t` ;- ',•- : C8 2. WHEN THE RELIEF VALVE IS I A WATER LINE T MAY AS A FLUSH E.1 ALL A G3 p J ® 23 LF - .. . . :•: =: _ -• 10.�' .• :'::. ..: . L LINE ON THE Vu� CONNECT ONE END TO THE u TAP IN TOP OF THE PRESSURE RELIEF VALVE BODY(LI= _w z TB F12 0 149 LF 27 LF 23 LF " . :•• - A ::•• t ' P . CONNECT OTHER I?ID TO UN TAP IN SIDE OF RE VALVE DO S N DESIGN: C.O.VI. DRA : C.O. z 12 W _ 44 LF W4 - ,�. • _ � ( a oC } • . . I = I 1 N2 r N2 12"W 40 LF W6 151 LF - B2 TB OR DATE: SEPT 2024 DWG. NO.:SINGLE V ®� INCLUDE R TNON VALVE(2IJ►),UNION, AND AS REQUIRED TO Y INSTALL LINE. ALL PIPE FITTINGS I � I W.RABBIS ST. II 12"W tI Po 120 LF - " =m oW.HARRIS ST. 12 W o -- ----------------- 12 W °90° 90° �' - 7 LF - N2 .- N2 W_HARRIS ST. I. I� MERIDIAN CITY WATER CONTROL VALVE DETAIL 900 90° iv 14 I 1 8 S 8"S °°IN 8us 00 N2 CO I _-_-- ___ _. _. __.: QHA+� z N2 II T22 IQ _ 16 17 90 90° 1s _� - -�� 5S� II T11 .. I •N q t •- so- - - •�••• V4 Y:'a- 'IiA•. CO ' ••' �, ..:s .- , ,.:..._ ,. 4. 4: :•. = SEWER & WATER KEYNOTE LIST SEWER & WATER KEYNOTE LIST SSMH 1.03` _ - r - _ _ SSMH 1.04 .w _ STA=13+07.52 ;:ye.: V12 _ 1 N2 -�--- -- - TES - STA=15+25.02 ITEM DESCRIPTION ITEM DESCRIPTION , I I a 12"IR u.s; - -- €s a 11 12 IR A8 ADAPTOR,8",FLG.X MJ TS8 TAPPING SLEEVE,8 A'y re of W " � � I � rd€ 12' 12°IR PI4 IL 8"Pi 8"PI -... Tis� I " x Pi 8 � BLOCK "Pl a g` cli SSMH 1.05 �, - Al2 ADAPTOR, 12", FLG.X MJ TV8 TAPPING VALVE,8" F�M. Sol i RTC " ...L N2 2 a. SSMH 1.06 12 p6 STA=17+42.52 STA=18+81.52 B2 2"BLOWOFF WITH 8"OR 12"GATE VALVE,PER STD.(W13) V4 VALVE,4"GATE,FLG.X MJ W BLOCK 1 0 `� ,- 'I` W8 I , WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR V6 VALVE,6"GATE,FLG.X MJ ?xt I f I 1 4 --3--- 2 11n�� r BFP EQUIV. (THAT IS APPROVED BY THE PROJECT ENGINEER AND THE yg VALVE,8"GATE,FLG.X MJ o SEE SHEET S-2 SEE SHEET S-4 O CITY OF MERIDIAN WATER DEPT.).VALVE WHEELS SHALL BE CHAINED o 0 T TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. V12 VALVE, 12"GATE,FLG.X MJ 0o w 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 C8 GROSS,12"X 8",ALL FLG. V13 VALVE,4"GATE,ALL MJ `I 'D^ `V "- 11 11 Vl -- N 2716 2716 C12 CROSS, 12 ,ALL FLG. W4 WATER MAIN,4 PVC,C-900 O FOD - E10 ELBOW, 12", 11 1/4°,MJ W6 WATER MAIN,6"PVC,C-900 Lu � ® t 0 E18 ELBOW,8",221/20,MJ W8 WATER MAIN,81,PVC,C-900 W ® OD O �; E28 ELBOW,8",45°,MJ 1 WATER MAIN, 12"PVC,C-900 CC Z CD V � 2712 2712 E38 ELBOW,8",900,MJ AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES("A"AND"B"), THE CONTRACTOR ® € + M F12 BLIND FLANGE, C.I. N1 CD SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO THE EXISTING 12 WATER MAIN IN N c n ® S.LINDER ROAD. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE Z Lu n � °� o H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) CITY OF MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. N "' Cc w "' "' o N N + N co M o C MERIDIAN CITY WATER CONTROL VALVE,PER STD.(SINGLE WCV), SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. 2708 0 u + r o N "' o N o 2708 SEE SHEET S-3 FOR DETAIL. N2 WATER LINE A NEEDS T MAINTAIN MINIMUM SEPARATION) > � � T- O (ADJUST S D, 0 0 ) cc LL' T- II FINISHED GRADE Ln s u + co s u + In SINGLE METERED SERVICE CONNECTION, WITH 3/4"METER AND N3 SEE WATER NOTE N0.3 AND SEWER NOTE N0.3 ON THE TITLE SHEET. ® w «o AT SEWER LINE u o cc ,� co a S1 "' "' _ � W II 3/4 METER SETTERS,PER STD.S(W1),(W2)AND(W6). L _ W II m � a �, N4 EXTEND WATER(PIGTAIL)A MIN.OF 5 PAST PRESSURE IRRIGATION MAIN AS SHOWN. J con, cttor a co ��, _--,__._cn 90 ; _-- DOUBLE METERED SERVICE CONNECTION, ",WITH 3/4"METERS AND W- 12'°GIRL 12"GIRL- -- ---- ------ -- -_- -- ---- -- ---- - -.--- - ---- --"' - S2 3 4"METER SETTERS, PER TD. 1 3 AND 6 . N5 RETAIN AND PROTECT EXISTING MANHOLE. SEE CONNECTION NOTE IN PROFILE ON SHEET S-1. V1 J 2704 2704 / s s, s s(W ),(W ) (W ) L " " REMOVE AND DISPOSE OF,OR RE-USE EXISTING FIRE HYDRANT IF APPROVED BY CITY OF • ru SINGLE METERED SERVICE CONNECTION 4 WITH 4 METER AND PER ( N 0 0 N2 UT1L. ORIGINAL GROUND S3 STD.S 5 ,EXCLUDING BYPASS PIPING., N6 MERIDIAN SEWER AND WATER)AND EXTEND HYDRANT LINE AND FIRE HYDRANT OUT OF NEW � EX.12"W SLEEVES Et AT SEWER LINE �� 11 11 11 WIDENING AS SHOWN. � � 0-W 12,91 4„PI 12 SD T7 TEE,8 X 8 X 6 ,MJ X MJ X FLG 4 W/SLEEVE �� N7 ADJUST ELEVATION AS NEEDED AND INSTALL CONCRETE COLLAR AS NEEDED. CD J W/SLEEVE T11 TEE, 12'X 12 X 4 ,MJ X MJ X FLG. � 2700 N2 2700 11 11 CONTRACTOR SHALL INSTALL THE VAULT AND 1'OF WATER MAIN PIPE INTO THE VAULT. V1 Z T12 TEE, 12 X 12 X 6,MJ X MJ X FLG. MERIDIAN CITY WILL INSTALL THE REMAINDER.CONTRACTOR SHALL COORDINATE [�] I, 8"W �1 �C Z J V� T13 TEE,12"X 12"X 8",MJ X MJ X FLG. N8 INSTALLATION WITH MERIDIAN CITY. IF NEEDED,CONTRACTOR SHALL INSTALL A FLANGE x c ®u) FLANGE DUCTILE IRON SPOOL IN PLACE OF THE WCV EQUIPMENT TO ENSURE ALIGNMENT OF Z T22 cn TEE, 12"X 12"X 8 ALL FLG. THE WATER MAIN PENETRATING THE VAULT.SEE DETAIL,SHEET S-3. T�/� FM_ CL�c T26 TEE,8"X 818",ALL FLG. PRESSURE IRRIGATION TI �ti �z_ 2696 2696 ESSU E SECONDARY SOURCE CONNECTION CITY OF MERIDIAN WATER. N9 SEE SHEET PIRR-1 FOR ADDITIONAL INFORMATION. N W TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) Z U O SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 O_ Q A H � U �W W cs i-- 2692 135.00 LF 2692 OC�C 213.50 LF 8"PVC @ 0.42�0 - 11 0.42% FUTURE 8" Lu 213.00 LF 8 PVC @ as �0 gapD 8 PVC @ 0.42 = C/) Q CC Lu C�l Lu Y 2688 co � m c 2688 ��(= M M co co co N m II_ I 11� 1 co � co N N a II SCALE 1 40 1 4 cp DO N Y Y � � 00co II II II ~ HORIZ VERT U V N co N � Z o CC o to n o DATE 11/15/2024 CD _ PROJ. NO. 240903 cn °D N N > 2684 v W L`-' °° 2684 owczo � � � �O - CO °° W. HARRIS ST. SHEET 17 of 29 � t - �z 2680 _ c=0 2680 12+80 13+20 13+60 _14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 240903-SEWER.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET 20+00 19+60 19+20 18+80 18+40 18+00 17+60 17+20 16+80 L 2712 -1 1 2712 VERTICAL aD ul' 4 2 0 4 8 12 o 23vlo o cN " + SCALE IN FEET II N o N '� 2708 2708 .-_ M J �' � ORIGINAL GROUND o N M m � a � AT SEWER LINE .02 N + cn oo ►-- o > ti <„ r W II SEWER & WATER KEYNOTE LIST J r cnoo — En- L cn "IT °C c ITEM DESCRIPTION 2704 FINISHED GRADE 2704 A8 ADAPTOR,8", FLG.X MJ @.Nt-8 AT SEWER LINE Al2 ADAPTOR,12",FLG.X MJ "W 8"PI 112"GIRR B2 2"BLOWOFF WITH 8"OR 12"GATE VALVE,PER STD.(W13) f!J m 2700 W/SLEEVE WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR cm 2700 BFP EQUIV. (THAT IS APPROVED BY THE PROJECT ENGINEER AND THE 91 O cl) cm O CITY OF MERIDIAN WATER DEPT.).VALVE WHEELS SHALL BE CHAINED — Lo TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. WWM 1.� r r uj C8 CROSS,12"X 8",ALL FLG. 2696 2696 C12 CROSS, ALL FLG. ®W J E10 ELBOW, 12°,11 1/40,MJ a .J® Z E18 ELBOW,8",221/20,MJ z (6 u'j J � o v5 o ELBOW,1 0 8, , TB W� U C17Y Or N 2692 . 0 LF 2692 E38 ELBOW,811,900,MJ ui �8"PVC @ 0.42/ N AAV 107DP B2 W MW f c FAMW No _ F12 BLIND FLANGE,12",C.I. > O U t wit H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) O N W v V12 j I N2 ? cc Lo m W c 8`°PI — — 12 I — I �1 0 coo u;w C MERIDIAN CITY WATER CONTROL VALVE,PER STD.(SINGLE WCV), r w .� ... I -- 8 PI �, �, r, r, , SEE SHEET S-3 FOR DETAIL. z ICK 5 '- v8 -- - 2688 N N � Ot co 2688 (� r co 1 BLK 4 it o o _ 1 1 A8 `;� II N Nco S1 SINGLE METERED SERVICE CONNECTION,1",WITH 3/4 METER AND r cy) :, ti ' W 1 �' — N O 3/4"METER SETTERS PER STD.S 1 2 AND 6 . z . . cc o :-. - C8 �n $ : z > z II 1 (W )�(W ) (W ) W o 0. A ' '°t :• ' " - 1_ ao co > z o S2 DOUBLE METERED SERVICE CONNECTION,1",WITH 3/4°'METERS AND �— �,w-c = 151 LF B2 TB co > 3/4"METER SETTERS,PER STD.S(W1),(W3)AND(W6). cm W 12„W 12°`1N 12o LF —. 2684 2684 11 ® p o x L1,J W.HARRIS ST. _ N2 o N2 W.HARRIS ST. I, ��_�'`---- S3 SINGLE METERED SERVICE CONNECTION,4",WITH 4 METER AND PER Z J co to 1sa N2 i� . O STD.S W5 ,EXCLUDING BYPASS PIPING. ° co °� S. LARAMBLA AVE. O 18t3°." I- .- . . ®) m I . 0 U) 17 so so 1s i7 T7 TEE,8 X 8 X 6 ,MJ X MJ X FLG. U. u W - - T11 TEE, 12"X 12`°X 4",MJ X MJ X FLG. ®o Lij80 26 0cn CD — T12 TEE,121BX 12"X 6",MJ X MJ X FLG. 20+00 19+60 19+20 18+80 18+40 18+00 17+60 17+20 16+80 1 T13 TEE,1211218",MJ X MJ X FLG. �• 12"IR : T22 TEE,1211218`°,ALL FLG. �S�ONAL -�---8"PI 8"Pl 8"PI -.�._ � SSMH 1.05 - T26 TEE,8"X 8"X 8",ALL FLG. O�� .�CENSFO STA=17+42.52 r _o SSMH 1.06 �* STA=18+81.52 TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) T O WS SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 �c � 10.5' :; TS8 TAPPING SLEEVE 8" �� ' s.5' BLOCK 3 ' 'y!�'�r OF x Z d: Tg 2 TV8 TAPPING VALVE,811 FAf At. sl o TB V4 VALVE,4"GATE, FLG.X MJ -° SC=20+14 I H V6 VALVE,6"GATE,FLG.X MJ SC=20+31 SI=2701.2 c V6 SI=2700.8 SC=20+85.93 V8 VALVE,8"GATE, FLG.X MJ SL=5a T7 SL=541 I s1=2701.0 19+20 19+60 20+00 20+40 20+80 21 +20 O ui W6 SL=47° 12 VALVE, 12' GATE,FLG.X MJ y '' ob s F I N4 2712 2712 w L_ �, S J � V13 VALVE,4"GATE,ALL MJ � � cv OD N3 W8 a, S2 TB � _.r � � p r ,� N2 N3 W8 N2 co o W4 WATER MAIN,4"PVC,C-900 W8 J co 17 .•ti.: : .., : . . Go 8�, :• I I STA=20+85.93 0 � ® �, M W6 WATER MAIN,61,PVC,C-900 w O= SSMH 1 14 I•' N2 - - -1 ti moo "cr c r �� + M W8 WATER MAIN 8B1 PVC C-900 _� O W 168 LF 115 LF 7 c er ORIGINAL GROUND T cc W N u i W � 0 oD "W 1 2 08 : cc W r II 2 J 2708 O W 8 8`W W iI AT SEWER LINE M p a n 1 WATER MAIN, 12"PVC,C-900 '�'`' Z "17W.BRIARCLIFF ST. o a ao 1.0" _ �- so° so° — T I ° I�� N _ - _ �.— cn N AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES "A"AND"B" ' THE CONTRACTOR fa 0 w 8°S 2® 18 8"S °° 101 a 124 i� �XMDP —— —— — SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO THE EXISTING 12"WATER MAIN IN � O � W o W o° 2 O 135 I N1 S.LINDER ROAD. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE cw o © - --- FINISHED GRADE W - = : -4 �� 2704 CITY OF MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. • •- ..�.. ... o: s 2704 AT SEWER LINE cf) Ii N o SSMH 1.07 T26 12"SD UPI N2 SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. o z STA=19+43.52 AS --I O (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) — W/SLEEVE V8 ' N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. V8 — ® 2700 2700 N4 EXTEND WATER(PIGTAIL)A MIN.OF 5'PAST PRESSURE IRRIGATION MAIN AS SHOWN. W TB N5 RETAIN AND PROTECT EXISTING MANHOLE. SEE CONNECTION NOTE IN PROFILE ON SHEET S-1. J 4iiP 4"PI � REMOVE AND DIP F R - I R Y CITY a 0 E A DISPOSE 0 ,OR RE-USE EXISTING FIRE HYDRANT(IF APPROVED B C OF Q N6 MERIDIAN SEWER AND WATER)AND EXTEND HYDRANT LINE AND FIRE HYDRANT OUT OF NEW o cr CD WIDENING AS SHOWN. CD Z , W 2696 2696 U_ N7 ADJUST ELEVATION AS NEEDED AND INSTALL CONCRETE COLLAR AS O NEEDED. J� m Z U CONTRACTOR SHALL INSTALL THE VAULT AND 1'OF WATER MAIN PIPE INTO THE VAULT. MERIDIAN CITY WILL INSTALL THE REMAINDER.CONTRACTOR SHALL COORDINATE 138.41 LF N$ INSTALLATION WITH MERIDIAN CITY.IF NEEDED,CONTRACTOR SHALL INSTALL A FLANGE x ^ oD 8 PVC @ 0.42% _ —„ FLANGE DUCTILE IRON SPOOL IN PLACE OF THE WCV EQUIPMENT TO ENSURE ALIGNMENT OF C 2692 .811 FUTURE 8 2 z -- — _ 692 THE WATER MAIN PENETRATING THE VAULT.SEE DETAIL,SHEET S-3. MCI cf) 0 -- -- PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF MERIDIAN WATER. � W 9_' N9 SEE SHEET PIRR-1 FOR ADDITIONAL INFORMATION. N UJ Q � w � 'r un � z o �, � o � O Q m Cfl N N m N NOTES. 2688 N N co �. II 2688 W Q n II z oC 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANAPPROXIMATE WAY LY.THE CONTRACTOR �-- II o — u s o ONLY. o > > W. BRIARCLIFF ST. >_ � °d � SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR > > > z _ �, a: co ASSUMES ALL RESPONSIBILITY FOR ANY AND AL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ao 7 co °O W ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 60 2684 2684 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTINGSEWER SERVICE AND I MARKED PER STD SW3.INSTALL W c s s SERVICE AND/OR MARKER AS NEEDED. 19+20 19+60 20+00 20+40 20+80 21 +20 tl) 3. ALL SEWER SERVICES SHALL BE 418 UNLESS OTHERWISE NOTED. SCALE 11'=40' 111=41 hWIZ VMT 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. DATE 11/15/2024 5. MIDSECTION WATER MAINS SHALL HAVE 5`OF COVER.IN ALL OTHER AREAS THE WATER MAINS SHALL HAVE 4'OF COVER. PRO.l. NO. 240903 SHEET 18 OF 29 S�4 240903-SEWER.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET SEE SHEET S-4 � VERTICAL 0.5' 3 2 .. TB 4 2 0 4 8 12 A. coTB 4 H SC_20+79 SC_=20+14 1 Q41 SCALE IN FEET SI-2701.6 SI-2701.2 � V6 �Q SSMH 1.08 SL=53' SL=54° T7 STA-21+04.51 W6 SC=21+13 9 F SI=2701.9 TB SL 52' SEWER & WATER KEYNOTE LIST = �� TB E18 N3 S2 J ITEM DESCRIPTION co N3 Cn A8 ADAPTOR,8",FLG.X MJ �F � 168 LF N2 S2 '� 8 W 8°W 8°W_ �"- Al2 ADAPTOR, 12",FLG.X MJ W.BRIARCLIFF ST. W 5 SC_21+63 TB go 9� _- W B2 2"BLOWOFF WITH 8"OR 12"GATE VALVE,PER STD.(WI 3) m SI-2702.3 " ° SL=44' E28 �o ,� 135° 8 S 20 ° _ WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR 0 Z 180 (� EQUIV. (THAT IS APPROVED BY THE PROJECT ENGINEER AND THE � N W BFP � 450 :,. ;: :: .': :, :°:'. .�::. - ..�:•.. :•::•_•-'..:.' ° CITY OF MERIDIAN WATER DEPT.).VALVE WHEELS SHALL BE CHAINED > T SSMH 1.09 N2 ' ' `' r° �j,j TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. W T STA=21+70.56 SSMH 1.07 n26 ° STA=19+43.52 C8 CROSS,12"X 8",ALL FLG. }-- A8 J 1350 °® 1 V8 C12 CROSS, 12",ALL FLG. ®w U J o: ® V8 E10 ELBOW, 12 , 11 1/40,MJ J o z J o NZ J ° TB E18 ELBOW,8",221/20,MJ a m S SC 22+03 �, 4"PI .� as o O = m E28 ELBOW 8 45 MJ SL=3T W E38 ELBOW,8",90°,MJ W z W BLOCK 1 N3 SC=22+22 (ycn Es ® F12 BLIND FLANGE 12'° C.I. w oc SI=2702.9 2 N Z5 w t S2 SL=53' o 2zo H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) Lo ;o L1, m u.a N3 u, 10.5' MERIDIAN CITY WATER CONTROL VALVE,PER STD.(SINGLE WCV), r W LU v SEE SHEET S-3 FOR DETAIL. o W s � z °- ®or I g F `� SINGLE METERED SERVICE CONNECTION,1 WITH 3/4"METER AND a- �,;T 81 W6 T7 V6 H TB TB S1 3 4"METER SETTERS PER STD.S 1 2 AND 6. Z � � a,wo 7 SC-22+74 :. _ / _ )_ } ) 0 W o o ac SI=2703.4 DOUBLE METERED SERVICE CONNECTION 1'° WITH 3 4'°METERS AND I"— Fr s SL=37 SC=22+85 BLOCK 2 S2 / 9 w f- ' SI- O 3 4"METER SETTERS PER STD.S 1 3 AND 6 . � < `� `_; N3 SL=53' 's oa vLu N G SINGLE METERED SERVICE CONNECTION,4,WITH 4 METER AND PER Z �m STD.S )� 5 EXCLUDING BYPASS PIPING. '-' W SSMH 1.10 15V 4 El TB O cq o STA=23+09.71 ' T7 TEE,81 8"X 6",MJ X MJ X FLG. U. =uiz cc SC=23+09.71 _ T11 TEE,12"X 12"X 4",MJ X MJ X FLG. m � co 8 SI=2703.8 S.-ro T12 TEE, 12"X 1216",MJ X MJ X FLG. m SL-35 � S�S� T13 TEE, 12"X 121 8",MJ X MJ X FLG. S� AL T22 TEE, 1211218",ALL FLG. NN FCC T26 TEE,81 8"X 8",ALL FLG. O OTB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) 3 SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 TS8 TAPPING SLEEVE,8°' �Ay 4p E OF TV8 TAPPING VALVE 813 M. S 23+60 23+20 22+80 22+40 22+00 21 +60 21 +20 20+80 20+40 20+00 19+60 19+2O V4 VALVE,4"GATE,FLG.X MJ 2716 2716 V6 VALVE,6"GATE, FLG.X MJ T V8 VALVE,8"GATE,FLG.X MJco o0 0 Eo a V12 VALVE, GATE,FLG.X MJ w M Lo CC 1.- N w co _ � o � � r J V13 VALVE,4"GATE,ALL MJ to � o 2712 0 `�' ® M Mco N 2712 W4 WATER MAIN,4"PVC,C-900 ® F= cm ,4 r: o 0 o W ,- J N II ORIGINAL GROUND e N o `'' � T � o W6 WATER MAIN,fi"PVC,C-900 � a: = u - ti + WO cvu w Q -cbJ AT SEWER LINE M � II + w " ' ti o f° 1- Q o cn co �? > r `� o �" o + N W8 WATER MAIN,8 PVC,C-900 W to 0 0 cn �roC1 = � W "' ICI o c > + � o `no 070 cn w �, II �" T 1 WATER MAIN, 12"PVC,C-900 cnoo � t_ = W II ti II + o Q ¢ M 2708 "' d- °C cn r co Eom � Q U' o J �' I�i 2708 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES("A"AND"B"), THE CONTRACTOR � w cn cn `�' II SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO THE EXISTING 12"WATER MAIN IN � � w o _ a 2N cn co � F- � N1 (� FINISHED GRADE __ _ v3 er cc cn S.LINDER ROAD. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE Z AT SEWER LINE _ CITY OF MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. o 12°°SD o c O N2 SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. r a. 2704 _ N2 2704 Q (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) 811W N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. jJ N4 EXTEND WATER(PIGTAIL)A MIN.OF 5'PAST PRESSURE IRRIGATION MAIN AS SHOWN. LLI W rI� _j N5 RETAIN AND PROTECT EXISTING MANHOLE. SEE CONNECTION NOTE IN PROFILE ON SHEET S-1. Vl 2700 2700 REMOVE AND DISPOSE OF,OR RE-USE EXISTING FIRE HYDRANT(IF APPROVED BY CITY OF � • O N6 MERIDIAN SEWER AND WATER)AND EXTEND HYDRANT LINE AND FIRE HYDRANT OUT OF NEW a: cnWIDENING AS SHOWN. o a 4 U- 1 35•15 LF N7 ADJUST ELEVATION AS NEEDED AND INSTALL CONCRETE COLLAR AS NEEDED. MM 0 ::3 8aa PV o W C p�.50� Z Q 2696 62 05 LF 2696 CONTRACTOR SHALL INSTALL THE VAULT AND V OF WATER MAIN PIPE INTO THE VAULT. V1 8"pV MERIDIAN CITY WILL INSTALL THE REMAINDER.CONTRACTOR SHALL COORDINATE co C�° 1.50 N8 INSTALLATION WITH MERIDIAN CITY.IF NEEDED CONTRACTOR SHALL INSTALL A FLANGE x coco o 9 "ft156 FLANGE DUCTILE IRON SPOOL IN PLACE F THE W V EQUIPMENT T F 0 0 •99 LF C C 0 C EQU EN 0 ENSURE ALIGNMENT 0 z g N `m ?W g"PVC 5®% THE WATER MAIN PENETRATING THE VAULT.SEE DETAIL,SHEET S-3. �'? tl II ,n !'- Q 2692 > o �, v 2692 N9 PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF MERIDIAN WATER. L 6co O SEE SHEET PIRR-1 FOR ADDITIONAL INFORMATION. N W W 00 "' N M �; �j Z 0 co � N ® W z o `e �W W _ o co ti NOTES. o 2688 ;Q a: a: N m 2688 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. O° °O n ` cm � II THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE W to z _ S. RIDGE EDGE WAY W. BRIARCUrF ST. COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES T� > o CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. V1 - DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. co 2684 1 2684 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD 23+60 23+20 22+80 22+40 22+00 21 +60 21 +20 20+80 20+40 20+OO 19+60 19+20 SW3. INSTALL SERVICE AND/OR MARKER AS NEEDED. SCALE 1"=40' 1 4' HORIZ VERT 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. DATE 11/15/2024 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. PROD. NO. 240903 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER.IN ALL OTHER AREAS THE WATER MAINS SHALL SHEET 19 OF 29 HAVE 4'OF COVER. S�5 240903-SEWER.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET J VERTICAL 4 2 0 4 8 12 SCALE IN FEET SEE SHEET S-5 0. W6 11 Vb H lb 1 li ' ��I:i I , SC=22+74 s SI=2703.4 SL=37' SC=22+85 BLOCK 2 4 c SI=2703.5 3 � N3 SL=53' t l •, } i l 1 SSMH 1.10 1590 I STA=23+09.71 E18 TB m U) s I 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 0 € SC=23+09.71 — N �� ' SI=2703.8 TB 2724 2724 :. _ r V8 V8 ° Cl SL=35' r z f '�` T26 V8 lU J f v, I k °,` ti _ N3 �Q, 13 LF € I 20'Of OAF- N2 SC=24+28 ;o� 0 1 N2 qw AW lFR S1 E18 TB 4 �- SI=2704.8 W N1 - ---------- ��1��. V SL=49' �� z °3 I _ •'� 2720 2720 - ---._ C 0 TB TV8 TS8 8'°W 178 LF' :;: a � 159° N3 ♦ z �o: f• ' a: �ii J o � .,t.•• ,: '.®• Cn W cc LLJ wo a m ti O �' O� � r BLOCK 1 TB E18 -. r W ?�f 5 Liz,, : , ' • .,: �� 2716 2716 � N � � U � �VS C9 �, � I d SSMH1.11 :'-!: oc �., s II + ti /� zWW co ORIGINAL GROUND _ w STA=23+80.49 � r W N n ® � N z EXIST.LEAK DETECTION ° � � I ® =.•... � •..•. S2 _ � °� � Y � > t � � � STAION AND VALVE' E f E SC 25+24 60 �, Co Co Lu W f[ ;. SI=2705.7 0 ti AT SEWER LINE ccnn "IcrC-0 c~is .4 ,�W o SL=49' r. o `} _--~" �""' �c� k SC=24+08 co c _ = �� O ti � r n + FINISHED GRADE _ — r N7 SI 2704.E �r _ _ SL=41' N3 =:. :_• \ �� N3 2712 o N o + r � N u AT SEWER LINE —— — --_ r 2712 �, r- s o 3 its �� 6 ♦ O � 11 + c7 2 W :4" r W N i� '� v/ O - t Cn 00 h- �.., Q w o W - ♦ = W 11 cn Ito N '�� W LA_ 4 0 U) Co i- I- O c W I 9 SC=25+88 v� �ro'c� �� W az = SI=2706.4 sro — LLJ o z t sc=24+73 �. \ �a SL=49' � 2708 = 7 ��. 2 os z cc �m �.c. SI=2705.3 _ ..e FQ�, N3 m PUMP STATION SL=41' TB o 0 F O TOB &GIRR-1 BOX, z w � Occ N2 W � o �- CD /`j 10 ::.. .'. �o� S2 SC=26+58 W m ...' ♦ 2704 2704 SI-2707.0 SC=25+40 S (t6) SL 49 2 ��- SI=2705.9 �' s tF o _ F g�0NAL F SL=41' Q!3j ®' . \ a' c� � 34B-UD 1- � / SEXISuJ T.VALVE,,B,, T \��'•. \� -e N3 \� ` t 1 -.� ::4.,, 2700 W Q o 2700 \ \\ F 11 °• SC=27+22 N cv ✓ �' o c SI�2707.6 66.78�f II 'y>► d'�► I jV \ \ SC=26+06 SL-49' B. pVC @ SI _2706.5 Y N3 ! <N Ae1. Sol SL-41 ° e\. \ ° 2696 °° 2696 p , \ z cn \ c !C '• C'' co co O r \ \\ co 2 , ; y N co N d' NNE \•. \\ ob SC=26+71 S2 8� II II N o > � w M r \ SI=2707.2 F-- > f- 0 \ °\ SL r 41' G� 2692 > — - 2692 N \ C' N3 V o > = co co \\\l/ cn � o co L.. co SSMH1.12 5 S. RIDGE EDGE WAY �. W O � STA=27+32.49 !'� 13 F_ < ® Waco \ �\ ® 7 o \ \\ SC=27+42 2688 2688 cr z ' SI=2707 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 �'�' v a)) o w \ \� SL x w \ `\\ \\ \ 110 SEWER & WATER KEYNOTE LIST SEWER & WATER KEYNOTE LIST CD \\ 4 ITEM DESCRIPTION ITEM DESCRIPTION o 0�+. r 3m AS ADAPTOR,8",FLG.X MJ TS8 TAPPING SLEEVE,8'° - \ \ \\ Al2 ADAPTOR, 12",FLG.X MJ TV8 TAPPING VALVE,8" ®�\ B2 2"BLOWOFF WITH 8"OR 12"GATE VALVE,PER STD. (W13) V4 VALVE,4"GATE,FLG.X MJ W \ WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR V6 VALVE,6"GATE,FLG.X MJ NOTES: Vl EQUIV. (THAT IS APPROVED BY THE PROJECT ENGINEER AND THE 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR W U. CITY OF MERIDIAN WATER DEPT. .VALVE WHEELS SHALL BE CHAINED V8 VALVE,8"GATE,FLG.X MJ SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR • O TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. V12 VALVE,12"GATE,FLG.X MJ ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. C8 GROSS, 12"X 8 ALL FLG. V13 VALVE,4"GATE,ALL MJ 2 C12 CROSS, 12",ALL FLG. W4 WATER MAIN,4"PVC,C-900 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3.INSTALL m z E10 ELBOW,12",11 1/4 MJ W6 WATER MAIN 6"PVC C-900 SERVICE AND/OR MARKER AS NEEDED. J E18 " ' 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. Z W ELBOW,8 ,221/2 ,MJ W8 WATER MAIN,8 PVC,C-900 o Q 0 Z J a E28 ELBOW,8`°,45°,MJ 1 WATER MAIN, 121,PVC,C-900 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. M� co CL w E38 ELBOW,8",900,NiJ � �'" W AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES("A"AND"B'), THE CONTRACTOR 5. MIDSECTION WATER MAINS SHALL HAVE 5 OF COVER.IN ALL OTHER AREAS THE WATER MAINS SHALL HAVE 4 OF COVER. u') � C3 F12 BLIND FLANGE, 12"'C.I. N1 SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO THE EXISTING 12"WATER MAIN IN N UJ _® S.CINDER ROAD. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE Z H FIRE HYDRANT ASSEMBLY COMPLETE PER STD. (W8)&(W9)&W(G5) CITY OF MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. A O Q to MERIDIAN CITY WATER CONTROL VALVE,PER STD.(SINGLE WCV), SEE WATER NOTE NO. AND SEWER NOTE NO. ON THE TITLE SHEET. W 3 C A SEE SHEET S-3 FOR DETAIL. N2 � (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) od SINGLE METERED SERVICE CONNECTION,1 ,WITH 3/4 METER AND S1 N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. W 3/4"METER SETTERS,PER STD.S(W1),(W2)AND(W6). N4 EXTEND WATER(PIGTAIL)A MIN.OF 5'PAST PRESSURE IRRIGATION MAIN AS SHOWN. 0 S2 DOUBLE METERED SERVICE CONNECTION,1",WITH 3/4"METERS AND 3/4"METER SETTERS PER STD.S 1 3 AND(W6). N5 RETAIN AND PROTECT EXISTING MANHOLE. SEE CONNECTION NOTE IN PROFILE ON SHEET S-1. SINGLE METERED SERVICE CONNECTION,4",WITH 4 METER AND PER REMOVE AND DISPOSE OF,OR RE-USE EXISTING FIRE HYDRANT(IF APPROVED BY CITY OF S3 STD.S 5 EXCLUDING BYPASS PIPING. N6 MERIDIAN SEWER AND WATER)AND EXTEND HYDRANT LINE AND FIRE HYDRANT OUT OF NEW 1 � ), WIDENING AS SHOWN. SCALE 1 -40 1 -4 T7 TEE,8"X 8"X 6",MJ X MJ X FLG. 11aRlz vrazr N7 ADJUST ELEVATION AS NEEDED AND INSTALL CONCRETE COLLAR AS NEEDED. DATE 11/15/2024 T11 TEE, 12'°X 12"X 4°', MJ X MJ X FLG. CONTRACTOR SHALL INSTALL THE VAULT AND 1'OF WATER MAIN PIPE INTO THE VAULT. PR0.1. NO. 240903 T12 TEE, 12"X 12%6",MJ X MJ X FLG. MERIDIAN CITY WILL INSTALL THE REMAINDER.CONTRACTOR SHALL COORDINATE T13 TEE, 12"X 12"X 8",MJ X MJ X FLG. N8 INSTALLATION WITH MERIDIAN CITY.IF NEEDED,CONTRACTOR SHALL INSTALL A FLANGE x SHEET 20 OF 29 FLANGE DUCTILE IRON SPOOL IN PLACE OF THE WCV EQUIPMENT TO ENSURE ALIGNMENT OF T22 TEE, 12"X 12"X 8",ALL FLG. THE WATER MAIN PENETRATING THE VAULT.SEE DETAIL,SHEET S-3. T26 TEE,8"X 8"X 8",ALL FLG. PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF MERIDIAN WATER. N9 SEE SHEET PIRR-1 FOR ADDITIONAL INFORMATION. TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 240903-SEWER.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET L VERTICAL 4 2 0 4 8 12 SCALE IN FEET SEWER & WATER KEYNOTE LIST ITEM DESCRIPTION A8 ADAPTOR,8",FLG.X MJ Al2 ADAPTOR,12",FLG.X MJ gar B2 2'°BLOWOFF WITH 8"OR 12'°GATE VALVE,PER STD. (IM13) U3 m Z �. WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR o �► ` BFP EQUIV. (THAT IS APPROVED BY THE PROJECT ENGINEER AND THE0 cm LO ! O CITY OF MERIDIAN WATER DEPT.).VALVE WHEELS SHALL BE CHAINED W r r TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. �-- 8 ? C8 GROSS,12"X 8",ALL FLG. Ja 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 C12 CROSS, 12",ALL FLG. ®W J �tp Sc=27+22 2724 2724 as ° GJ SI=2707.E E10 ELBOW,12 ,11 1/4 ,MJ z 0 SL=49' CA E18 ELBOW,8",221/20,MJ O o W �caCO N3 CD g E28 ELBOW,8",45°,MJ o 5 W �aLu • �� E38 ELBOW,8",90°,MJ (V m z \ . s2 272® �, 2720 as > �ai a SC=27+87 ,� F12 BLIND FLANGE, 12,C.I. (V o ••t° SI=2708.3cg oc r C > + H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) LO m `ui N SL-49 .- - � Lu et o� z N ® $ ® ' MERIDIAN CITY WATER CONTROL VALVE,PER STD.(SINGLE WCV), N3 \ ?gyp 3 N � ° Z. � C SEE SHEET S-3 FOR DETAIL. CL '�'_ v • �'�` • 2716 o N ;' + ORIGINAL GROUND _ ._._-- 2716 SINGLE METERED SERVICE CONNECTION,1",WITH 3/4"METER AND . . SSMH 1.12 N u -� r. S10 cc® o a` T W N AT SEWER LINE O 3/4"METER SETTERS,PER STD.S 1 , 2 AND 6 . W ®� STA=27+32.49 :. 11 ) ) ) �' DOUBLE METERED SERVICE CONNECTION, 1",WITH 3/4"METERS AND W cf) cc U) CD .._ _. FINISHED GRADE S2 z \ ` —--— O 3 4 METER SETTERS PER STD.S 1 (W3)AND 6 . SC=27+42 •.a: �� SC=28+78 AT SEWER LINE 4-PI c� r SI=2707.8 SI=2709.1 2712 W/SLEEVE 2712 SINGLE METERED SERVICE CONNECTION,4",WITH 4"METER AND PER J � � o SL=41' A. W8 SL 49' S3 STD.S(W5),EXCLUDING BYPASS PIPING. o o o c0 oo >- N3 Tg T7 TEE,8"X 8°°X 6°',MJ X MJ X FLG. � N o 14 \ TB 12 T11 TEE, 12"X 12'°X 4",MJ X MJ X FLG. CD C W I T m \ \\ SC=28+07 S2 - S2 17 V6 2708 W 2708 T12 TEE, 12"X 121X 6",MJ X MJ X FLG. SI=2708.4 °` SC=29+48 SL=41° N3 SI=2709.8 (� u 348.00150% -Lu - T13 TEE,121121781,MJ X MJ X FLG. \ \ \ W6 g pVC @ o \ O SL=49' �, T22 TEE, 12°°X 12"X 8' ALL FLG. �i C,ENS �'I �!W/^� CO N T26 TEE,81818",ALL FLG. .. _�.. � ,.. V J � It \ \ \ Fc 15 ` "°"" 13 to -a P.C.C.THRUST BLOCK AS REQUIRED EVEN IF NOT SHOWN • N3 27®4 27®4 TB SEE WATER NOTE 1 ON SHEET AND ISPWC SD-403 ) SC=28+70 yam► �,� ( �� SI=2709.0 z ip TS8 TAPPING SLEEVE,8°' yC�q tot�OQ►c�G�` _SL-41° •• p�-... •aSIC' Si=27®0.59 / \ c° °a F�A4. Sol SL=49 Q TV8 TAPPING VALVE,8 27®® N o V4 VALVE,4"GATE,FLG.X MJ \ \ N3 0 CD 2700 \\ \ 16 d." FFO C,c� :s N V6 VALVE,6"GATE,FLG.X MJ SC=29+37 S2 �Fd� / FUTURE PHASE _ V8 VALVE,8°'GATE,FLG.X MJ o SL=41' N3 S2 N4 SC=30+84.49 60 V12 VALVE, 12"GATE,FLG.X MJ Wu 60 N2 SL=52' 2696 269E V13 VALVE,4 GATE,ALL MJ � N W4 WATER MAIN 4"PVC C-900 F. °° 17 4. / �" As W W O WATER MAIN,6"PVC,C-900 aC = u- \ \ F A C0 ® SC=30+04 sy� W8 WATER MAIN,8°'PVC,C-900 - o SI=2710.3 ./ ` O \� l > ° �o�,\ \ SL=41' / % �° \ 2692 \ 2692 1 WATER MAIN,12°'Pvc,c-9oo \ y M �',' B2 Tg ` / AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES("A"AND"B"), THE CONTRACTOR co a[ � \\ !OC rn' CO -+ So RIDGE EDGE WAY N1 SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO THE EXISTING 12"WATER MAIN IN � 0 \\.. FUTURE O S.LINDER ROAD. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE 18 $ , /, o 8" ®a \ \ \ Q w z CITY OF MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. cm \ \ \." \ / SC=30+69 N f = 2688 ® SI=2711.0 , 8°'S 2668 N2 SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. �- Fc\ \ \ SL=41' FUTURE 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 O (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) X \ \SSMH 1.13 V\ N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. STA=30+84.49 \ / W N4 EXTEND WATER PIGTAIL A MIN.OF 5 PAST PRESSURE IRRIGATION MAIN AS SHOWN. Ep \ N5 RETAIN AND PROTECT EXISTING MANHOLE. SEE CONNECTION NOTE IN PROFILE ON SHEET S-1 V 1 "Too LL REMOVE AND DISPOSE OF,OR RE-USE EXISTING FIRE HYDRANT(IF APPROVED BY CITY OF O MERIDIAN SEWER AND WATER)AND EXTEND HYDRANT LINE AND FIRE HYDRANT OUT OF NEW a:F T PHASE O O c FUTURE HA E a. WIDENING AS SHOWN. \ .\\\s Z o N7 ADJUST ELEVATION AS NEEDED AND INSTALL CONCRETE COLLAR AS NEEDED. C6 z O CONTRACTOR SHALL INSTALL THE VAULT AND 1'OF WATER MAIN PIPE INTO THE VAULT. Q T MERIDIAN CITY WILL INSTALL THE REMAINDER.CONTRACTOR SHALL COORDINATE Z LOUL N8 INSTALLATION WITH MERIDIAN CITY.IF NEEDED,CONTRACTOR SHALL INSTALL A FLANGE x O z Q I 0 < FLANGE DUCTILE IRON SPOOL IN PLACE OF THE WCV EQUIPMENT TO ENSURE ALIGNMENT OF W THE WATER MAIN PENETRATING THE VAULT.SEE DETAIL,SHEET S-3. T~� FM-' a' V1 a: (D PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF MERIDIAN WATER. O cmN9 SEE SHEET PIRR-1 FOR ADDITIONAL INFORMATION. z FE NOTES: Q � Q to 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR U W SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,THE CONTRACTOR U) ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. a: 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3.INSTALL 3:: SERVICE AND/OR MARKER AS NEEDED. W co 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. SCALE 1"=40' 1"=4' 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. HORIZ VEK 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER. IN ALL OTHER AREAS THE WATER MAINS SHALL HAVE 4'OF COVER. DATE 11/15/2024 PROD. NO. 240903 SHEET 21 OF 29 S�7 240903-SEWER.DWG tt «. _ s - : HORIZONTAL r . Cc EP �. cr_ w I 40 20 0 40 80 120 C6 TB ° SCALE IN FEET - , TB .E g . . I E24 I 5 LF l a S2p w : j>� FUTURE PHASE I .:a FUTURE PHASE P12 � .r rr I ° _ m rI I' :gip ® I I P8 I TB II I N r I 14 LF u ) 9 V8 I 112'°IR BLOCK 5 12� P12 TB R9 TB 63 LF V4 ;--t Po 101 LF E21 P8 _ -. PRESSURE IRRIGATION KEYNOTE LIST E23 " T12 T9 ,�, V8 1`�• SL16 a T9 P8 V8 ° 12f, 19 I ' ITEM DESCRIPTION I TB Ps 8 LF 70 LF I ° ® 8"PI w 811PI G8 TB AIR RELEASE VALVE-INSTALL WHERE NEEDED Z P12 14 LF 1 :': a SL4 SLEEVE 4"PVC A A C-900 0 '-- cm 8 LF P4 �:a. " '•: : :�. . V1 V4 BLOCK 5 P4 BLK 4 0 �_ ;. .. , . D S2 1 �n PRESSURE IRRIGATION SECONDARY SOURCE' .A 0° •. " > *- •. :.- ° :. •: SL8 SLEEVE,8 PVC,AWWA C-900 . - . ° ° :(CITY OF MERIDIAN WATER). SHEET S-3 ..=e •: : • QC ;_ ° `' • : •-:a I 12 W FOR ADAL DITIONAL INFORMATION. Y °• �. ';:a: II .. • :� L9 SLEEVE,16 PVC,AWWA C-900 s . c 84 LF SL4 I y2" 12"W v' SLEEVE,20°'PVC,AWWA C-900 °� I W.HARRIS ST. o - - — - P12 W.HARRIS ST. 12"W U, a_ V W - - - - - _ W_HARRIS ST. : . . - . - . . • . - . • . - . - . • . - . • . - . • . • . - . - . O PRESSURE IRRIGATION MAINLINE DRAIN a I °C � 65 LF L20 T- . . . . . . T- . . . . L4 8 LF IT 79 LF SL8 •- E9 ELBOW,4", 11 1/4° z II IL.4 3 O •- S1 SL4 38 LF III II •. . . .. a _. - -- E10 ELBOW,415,221/20 RR 9 o o fill -4 :. ,: • - .:-.' .. . • .. •. •.. .. •- .' it .• E12 ELBOW, '•• .. • s fir• a . 0 N .. -.,-•.: : . • a- - LBW " 11 1/4° • N3 1 P4 N3 D S2 1 T9 V8 TB V E1 ELBOW,8, 0 W W I V1 NOT " ELB 121R - - .• - .••• . - 31111/4° N `� ~ ® -. 12"IR - - E21 OW,12 , ® z z •: 12"IR 8"PI 12°P� 14 LF :. 212 LF '.• ` 8-.PI 67 LF 8"PI G8 TB E23 ELBOW, 12",221/2° � r W= o ti TB E23 E21 F E21 P12 12 V8 _ o� , 12"p' 10�` O S1 S1 P8 T9 "' a 5 LF E24 ELBOW,12'°,45° Q„ �-- ®�,; W I w 1 S2 P8 S1 "' z G o n D TB R9 SL16 88 CD r o o € ° I I ..: A' :: V4 G4 PLUG OR CAP,4 qT SIG� : I r TB 63 LF Z • �J OC v' o-I i i I P12 V8 I G8 PLUG OR CAP,8" ui ®0 W I P4 O 0LL- I I r I _ TB � � W s- G1 PLUG OR CAP,12 �31 2W PRESSURE IRR.MAIN,4",PVC,CL-200 ® o� � = r I = BLOCK 1 m BLOCK 3 O ® v Lu W "' I S1 Q I :a FUTURE PH E P8 PRESSURE IRR.MAIN,8",PVC,CL-200 I J a I I I 3 2 1 oc 1 2ca O W I II I :, co P1 PRESSURE IRR.MAIN, PVC,CL-200 z W I 4 V; - Lu � o ' --► R9 REDUCER, 12"x 8" I TB tie S1 O cc I : ;t II E24 I Irr-- :• N S1 IRRIGATION SERVICE,3/4'° = m O N1 V4 S2 IRRIGATION SERVICE,1' HAL• y .. E x4�1x418 _ :• T5 TEE,4" �g®o Fj�C T9 TEE,81°x 8"x 4°° pk �SFO 81IW 8"W . • T12 TEE, 12°'x 12"x 12" W.BRIARCLIFF ST. W.BRIARCLIFF T I( ' I I e i A P12 - - - - S ' / - 1I ! — I T13 TEE, 12"x 12"x 4" 7r 2 °; 5 63 LF SL8 O cA I P.C.C.THRUST BLOCK AS REQUIRED EVEN IF NOT SHOWN). �9 P� Z` � r I °• 4. O �F 5 I II I VALVE, 1"GATE VALVE,4"GATE III I V4 e O D �� V8 VALVE,8"GATE - O r- N 1 � ' I I r I ...'• T . - I I e' P4 I V12 VALVE,12"GATE �., a I i i I o S2 I '. DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND CO2 M II N1 � F•- � I I 5' O RECOMMENDATIONS. (AS REQUIRED EVEN IF NOT SHOWN). - N •t ... E I6 �► 00 I r r I ;: • 6 $ 4°PI 128 LF —4"PI • I I y N2 INSTALL 12"PRESSURE IRRIGATION MAINLINE WITH 42"OF COVER. � c � E12 TB - :� © F= 00 II I I E12 TB . P4 "' N3 SEE NOTE 28 ON SHEET PIRR-3. W W 0 5' aC = u I I I I s1 •- � II „ 2 ° +mac CD J I I 0 o _ o o I I I w c� w ' cb € cn S1 "I; or: I r fA II EL I I N I 1 I I I •`- ` II I ' :. TB E9 cv p o BLOCK 2 N®TES: r I 3 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING I I WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO P4 EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT a. 1-800-342-1585 PRIOR TO ANY EXCAVATION. S1 J I i i I S1 0 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. V1 FUTURE PHASE ` • ® ` : •.• 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE.CONTRACTOR SHALL I N 8 6`. S1 m. INSTALL A SERVICE TO EVERY LOT AS NEEDED. O I i i I a T P12 •`04 Xa . 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING SUBDIVISION FENCE LINES. r �r . , TB E10 E9 m U ,. s' \ 4 � m 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. • a. `� �` :a •: `gcc 8"W •=:-'- : '= : ' : .'�. CPO, LL 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED&MAINTAINED BY THE HOA.THE BACK-UP SOURCE IS A _ • • • CONNECTION TO MERIDIAN CITY WATER. [�] I r °� N s S2 .:� - : 7. THE IRRIGABLE AREA IS 90,783 SF 2.08 AC. . V1 ( ) L n 1 . N I I I I BLOCK 1 Z LLJ i I E24 �� SEE SHEET PIRR-2 0 I I TB T12 I I ii I w C ® I g I<—+ un (f) II N2 PRESSURE IRRIGATION LEGEND LU I i i TBLi 40PI EXISTING PRESSURE I II E24 P12 IRRIGATION LINE 0— 200 LF ' U J 5 LF CONSTRUCT PRESSURE IRRIGATION LINE&SERVICES s -" P12 CONCRETE THRUST BLOCK S1 0 VALVE SCALE 1 11=40' I WI TOB PUMP STATION &GIRR-1 BOX SL4 SLEEVE(AWWA C-900 OR C-905) DATE 11/15/2024 MAW , _.. O S1 40 LF (see keynote list for size) PROD. NO. 240903 Y cc 7.1 o I ► �kir�s �� ,�� o— DRAIN SHEET 22 OF 29 z -•\ \ j�o is•-•- AIR RELEASE VALVE \\ \ t IN, P1 RR� l \ 1 240903-PIRR.DWG HORIZONTAL A/ 40 20 0 40 80 120 SCALE IN FEET SEE SHEET PIRR-1 1 P2 s :a TB El E9 U j 4 . a• .. ,,� _ PRESSURE IRRIGATION KEYNOTE LIST x d ITEM DESCRIPTION 011 M i e S2 7 AIR RELEASE VALVE-INSTALL INHERE NEEDED Cln � ' �� ;.a_.:_ ' .• S1 \�°: SL4 SLEEVE 4"PVC AWWA C-900 � m f i i I BLOCK 7 \ o p cm E24 s�9 TB I •' SL8 SLEEVE,8"PVC,AWWA C-900 to cmTB T12 S1 P4 > `i s { I o I 9 °. 5 ® .` \ . a SLEEVE, 16"PVC,AWWA C-900 w T ® .. i� •' N2 �\ . r TB :� / �' SLEEVE,20"PVC,AWWA C-900 i .- y O PRESSURE IRRIGATION MAINLINE DRAIN i i I P12 :.��. •. ® W C g a ' U 5LF . , - _ ._• g. E9 ELBOW 4 11 1/4 a �.I J j\ E10 W O L ELBOW,4 ,221/2 LuJ ' \ 6 .o� a E12 ELBOW,4°''900 O P12 °cm ry 10 TICIN 7,G S1 ' \ = Ei ELBOW,8", 11 1/4* W PUMP STATION :. z _ _T cm oB _ S1 &GIRR E21 ,12,a,11 1/4m p-1 BOX : . ELBOW >u W lib 4 E23 ELBOW 12 221 2° 0 c\J \ w o 'C1�UMO SIGN: \ : " / c �i LO >- _ — �� . .,... •° S1 .. E24 ELBOW, 45° T- Wui W -� LpO PLUG OR CAP,4" r o W n � T rr G8 PLUG OR CAP,8 . . m_ . .. \ cc ca cr n � Ni ;: : G'F 0PLUG OR CAP, o z a C- l/ t/� _ � Lu ! uj �.\ b plc• fi P4 PRESSURE IRR.MAIN,4",PVC,CL-20000 4LLJr S PRESSURE IRR.MAIN,8",PVC,CL-200 0 W 8 Z ca S1 �!O 12 B \ \ P1 PRESSURE IRR.MAIN,12",PVC,CL-200 W N. I \ - \ f a � \ •� R9 REDUCER, 12"x 8a� 0 M W S1 S2 \ S1 LL IRRIGATION SERVICE,3/4" o \\ \ • \ x". o CD CD E \ \ \\ \ \ \ " Lu S2 IRRIGATION SERVICE,1" F \.\ 9 \. \ o TEE,411 x 411 x 411 \` \\ •. °:..- <v:. T9 TEE 8°°x 8°'x 411 S�O01�NAL 13 FUTURE PHASE \ 'i n \ o TEE, 12 x 12 x 1211 �• O to TEE, 1211 x 1211 x 411 P12 _ - 10 S1 G P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN). \ V1 VALVE 1"GATE y 9r OF \ \\ S1 14 P4 n N \� V4 VALVE,4 GATE \\ \ j V8 VALVE,8"GATE \ \\ S1 VALVE,12,,GATE \ � o \ \ \ r .. DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND o N2 :' `� N1 RECOMMENDATIONS. AS REQUIRED EVEN IF NOT SHOWN). C6 w co \ \ 15 F— \ \ N2 INSTALL 12as PRESSURE IRRIGATION MAINLINE WITH 42n OF COVER. N r.. � coOD N3 SEE NOTE 28 ON SHEET PIRR-3. Co N UNPLATTED � \ \ \ 12 o O r-= OD (NOT A PART) \ \' \ V4 LAA Cc: U— � . o \ T5 W Cf) 0 CD 05 \ \ \ \\ .S1 16 ° S1 5LF 0Z0 \ oC � o � OVol) \I \ \.\ / © ° w OD13\ \ O 0 \ / ev PRESSURE IRRIGATION LEGEND \ \ \ \ 9 o�e N c " e \ \ \\ \ �- NOTES: .0 I 4 PI EXISTING PRESSURE IRRIGATION LINE 1 T ;;, / P4 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING I 200 LF \ \. \ 1 `, WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO CONSTRUCT PRESSURE FUTURE PHASE EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT IRRIGATION LINE&SERVICES \\\ \'..\\ \ �� 1-800-342-1585 PRIOR TO ANY EXCAVATION. ► CONCRETE THRUST BLOCK \ \ \ a \ V4 ' VALVE \ \ \ \ \ 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. !■� \ \ 4 i ' -_roe , " TB E12 EP ��-' 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE.CONTRACTOR SHALL SLEEVE(AWWA C-900 OR C-905) \ \ \. \ .o / \< :ffi� \ E■■1� G \ O ' S1 18 d . ':_ SL8 : . sy INSTALL A SERVICE TO EVERY LOT AS NEEDED. O (see keynote list for size) \ \ �� O :: k d. 40 LF � '. \ \ \\ 68 LF 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING SUBDIVISION FENCE LINES. Op z DRAIN \ \ S1 �, 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. "- s-- AIR RELEASE VALVE \ .- \\ � ALL: � •.®. \� m';® (�] 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED&MAINTAINED BY THE HOA.THE BACK-UP SOURCE IS A E12 z \ \ N2 / 1 '� I : \ CONNECTION TO MERIDIAN CITY WATER. z \ `\ \ \ P4 TB F- { \ \ \ TB ` ffi / 7. THE IRRIGABLE AREA IS 90,783 SF(2.08 AC.). V1 \\\ "� z W 5 LF 13 � : � - � : \ . _ EP \\ TB \:T� — j �� :: A W CI) \ OBE cf) \ \ \ W FUTURE PHASE . '• - CL \< 0 \\ \ \ SCALE 1"=40' DATE 11/15/2024 PROD. NO. 240903 SHEET 23 OF 29 PIRR�2 240903-PIRR.DWG PRESSURIZED IRRIGATION NOTES 1. NOT USED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIROMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY,PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MINIMUM DEPTH OF TWO-AND ONE-HALF(2-1/2)FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT,ACHD AND ENGINEERING SOLUTIONS,SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 1 O 3" SDR 21" PVC RISER D(TEND 18" ABOVE GROUND 12 Z N O 11 V) o 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND Q 3" x 4" x 6" CINDER BLOCK (OR EQUAL) > 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 O 4" or 6" x 1" SADDLE MINIMUM 9 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 " 1 LOT 5' J g O 4 or 6 MAIN LINE MINIMUM a- � BUJ 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 5 °- MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESSR 0 O 1" BRASS PIPE J THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 cg a Lu: ( ) O 1" 200 PSI POLY 18" ABOVE GROUND 5' BACK LOT 0 ®W OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 10 5 m 58.01.16 . 3' SIDE LOT TPVC RISER2 O 1" BRASS CURB STOP (TYP.) W �' �1' a W c\j cc = 6. FINDER WIRE/WARNING TAPE: NUMBER 12 DIRECT BURIAL SINGLE STRAND COPPER WIRE E THHN OR THWN SHALL BE LAID - PRESSURE IRRIGATION PIPELINE - ® W M W 8 ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE ADJACENT TO ALL WATER MAIN AND SERVICE LINES. THE WIRE SHALL BE PLACED ALONG THE NORTH AND EAST SIDE OF THE MAIN AND o N �=o TYPICAL PIPE LOCATION O '_ W SERVICE LINES. THE FINDER WIRE SHALL ALSO BE EXTENDED UP THE VALVE BOXES.ALL WIRE JOINTS SHALL BE CONNECTED WITH A KING " m W E "ONE STEP"30 V TWIST ON THE WATER TIGHT WIRE NUT ENCLOSURE OR PRIOR APPROVED EQUAL AND SHALL PASS A CONTINUITY TEST. 9 3 FEMALE ADD' NOT TO SCALE T. 1 Tr w W o WARNING TAPE THAT IS TWO INCHES(2`°)WIDE AND FIVE(5)MILS THICK MINIMUM,PLACED DIRECTLY OVER THE CENTERLINE OF THE 10 r N W PIPE BETWEEN 18-24 INCHES BELOW THE FINISH GRADE WITH A MINIMUM NUMBER OF SPLICES. O LOCATOR WIRE cn o C)o oc E 6 r - 3 5 C z moo ® 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE 11 3" PVC PLUG Q WATER. 0 12 MARKER, STEEL 1 POST cn W ® uj 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. Q ZOCMD p o W� THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10)FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,PRIVATE ROADWAYS 8 2 2 m W AND TRAVELWAYS. J_ Sn ® cc J W ® m U. 3 9. ENGINEERING SOLUTIONS SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION "MODIFIED"TYPE A RISER AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT.FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED. ® CD® SHORT SIDE SERVICE c ui 10. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES.WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN NOT TO SCALE ~ �° ORDER TO CROSS A STREET,THE DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. 11. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY(150)POUNDS PER SQUARE INCH(PSI)WITH ALLOWABLE LOSS IN �Ot4AL ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC. ��' �.�GENSFO c�2 DOMESTIC WATER METER BOX COVER O 12. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH THE NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD OBLITERATE WORDS "WATER METER" FORD NO. SPECIFICATIONS FOR PRESSURIZED IRRIGATION SYSTEM-LATEST EDITION,EXCEPT AS MODIFIED HERE ON. X43 CAST IRON WITH 12 1/2" LOCKING UDS A% top 13. ALL PIPE SHALL BE PVC-CLASS 200-SDR21 OR BETTER,WITH RING GASKET JOINTS.NO SOLVENT WELD ACCEPTED. // // / // 20" PVC OF �� " FINISHED GRADE. 13 / � 1 1 2" CURB STOP 14. MINIMUM DEPTH COVER OVER ALL PIPE SHALL BE 30 AND SHALL NOT EXCEED 48 IN DEPTH TO INIS ED GR E O 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND \/\\ \\/� BALL VALVE SUCH AS 15. MINIMUM COMPACTION SHALL BE: 2 3" x 4" x 6" CINDER BLOCK OR EQUAL) FORD B11-666SW 1 1/2" BRASS PIPE \/ \// A.95%IN RIGHTS-OF-WAY. O ( \ B.85%EVERYWHERE ELSE. 10 //� / / // 1 1/2" PVC PIPE ® w O 4" or 6 x 1" SADDLE MINIMUM \ \ COD 00 16. CONCRETE THRUST BLOCKS SHALL BE REQUIRED AT ALL TEES BENDS AND DEAD ENDS AS SHOWN ON THIS PLAN.ANGLE FITTINGS w 0 REQUIRED AT ALL CHANGE OF DIRECTION OF PIPES OVER 11 1/40 WHERE SHOWN ON THIS PLAN. O 4 or 6 MAJN LINE MINIMUM ��/ \� �\�� ? N � "6 oCIS 17. SERVICES SHOWN N THIS PLAN.THEY HALL N PAST PROPERTY LINE INTO LOT AS SHOWN ON DETAIL. O 0 cm 1 POLY PIPE 200 PSI \/ ® co 0 o� �o® oQo% O E- CO - ALL SE CES SHALL BE PLACED AS 0 0 T S E S EXTEND L E ® ®®o O®� ®op pogo/\ w " " /oo o /moo o0 o�o p\ W w O 18. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL OTHER UTILITIES BEFORE INSTALLING THE IRRIGATION PIPE. O 1 200 PSI POLY 18 ABOVE GROUND \//�/ /oa 610 ®Q oo�\ Q 19. CONTRACTOR TO VERIFY LOCATION OF ALL LANDSCAPE LOT SERVICES WITH OWNER PRIOR TO INSTALLATION. O 1" BRASS COMP. COUPLINGS _ Z co MIN. 12" DRAIN ROCK MIN. 1 CU YD. CC Q °0 20. WHERE PIPE MUST BE DEFLECTED TO KEEP ALIGNMENT SHOWN ON THIS PLAN,THE CONTRACTOR SHALL NOT EXCEED PIPE 8 1" BRASS CURB STOP 1 AT BOTTOM OF VALVE DRAIN ROCK 0 0 o O CC -� MANUFACTURERS I N . FOR SUPPORT jr w o0 DRAIN VALVE N RECOMMENDATIONS. .� O ROCK CHIPS NOT TO SCALE 21. ALL VALVES MUST BE AT MOST 10°FROM THE STREET RIGHT-OF-WAY,UNLESS OTHERWISE SHOWN. 10 3" FEMALE ADD. o 22. ALL VALVES AT STREET CROSSINGS SHALL BE ON BOTH SIDES OF STREETS. 3 7 5 7 8 6 a 11 LATER WIRE 23. CONTRACTOR SHALL INSTALL PLUGS AT END OF FITTINGS THAT SERVE AREAS NOT INCLUDED IN CONSTRUCTION OF THIS PHASE. 12 3" PVC PLUG 4 24. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS SHOWN ON THIS PLAN BEFORE PIPE INSTALLATION. 13 MARKER, STEEL 1" POST 25. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING DISTURBED FENCE AND LANDSCAPING IN ORDER TO INSTALL NEW 9 2 SERVICES.EACH HOMEOWNER SHALL BE NOTIFIED AT LEAST 24 HOURS BEFORE ANY PROPERTY DISTURBANCE. 26. RETAIN AND PROTECT ALL EXISTING UTILITIES AND IRRIGATION FACILITIES. O Z "MODIFIED"TYPE A RISER O _ J 27. CONTRACTOR SHALL INSTALL A DRAIN AT ALL LOW POINTS IN THE PIPE AND A PRESSURE RELIEF VALVE AT ALL HIGH POINTS IN THE PIPE LONG SIDE SERVICE �- (EVEN IF NOT SHOWN). NOT TO SCALE CC Lu 28. WHEREVER THE PRESSURE IRRIGATION LINE CROSSES THE GRAVITY IRRIGATION OR STORM DRAIN AND THERE IS A CONFLICT,THE _OC PRESSURE IRRIGATION LINE SHALL GO BELOW THE GRAVITY IRRIGATION OR STORM DRAIN AND A DRAIN SHALL BE INSTALLED AT THE LOW POINT OF EACH LOCATION,UNLESS THE PRESSURE IRRIGATION LINE CAN GO OVER THE GRAVITY IRRIGATION OR STORM DRAIN AND M STILL HAVE A MINIMUM COVER OF 301. 1- uj Z LO 29. CONTRACTOR SHALL INSTALL PRESSURE IRRIGATION LINE TO DEPTHS THAT MATCH THE FINAL GRADING PLAN WITH 30"OF MINIMUM cm Z COVER. O W � w 30. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT INCLUDING COMMON LOTS,EVEN IF NOT SHOWN. A WLu O CD w Z 31. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CL CONSTRUCTED. V1 SCALE NO SCALE DATE 11/15/2024 PROD. NO. 240903 SHEET 24 OF 29 PIRR�3 240903-PIRR.DWG 18'-011 �..�C.� SCOPE OF WORK Pump Control System English or Spanish Interface Packaged Pump Station supplier shall provide a variable NEMA Rating. The VFD, PLC, and associated electrical DESIGN SPECIFICATIONS PLC Control Functions: speed vertical turbine pump station complete with pump, equipment shall be mounted in a NEMA 3R enclosure 1. User settable Local or Remote control o8 piping, valves, sensors,variable frequency drive(VFD), rated for indoor/outdoor installation depending on site Design Flow Rate: 1200 GPM @ 70 Psi logic controller PLC UL 508A listed P g 2.System Pressure Setpoint � programmable 9 location. To avoid potential water or rodent damage, Duty Pump Details: 70 HP/Pump 1200 GPM @ 180 TDH control panel, and all appurtenances necessary for e 3.Pump Sleep Settings,with two threshold modes: Sleep P PP ry VFD s mounted outside the main control panel are not Jockey Pump Details: 2 HP/Pump 30 GPM @ 200 TDH complete and functioning pumping system. The station by Flow or Sleep by Frequency ACCESS HATCH � P 9 P P 9 Y acceptable. Incoming Power: 460 volt / 3 Phase shall be mounted to press brake formed steel base and 4.System Protection Settings, including fault and warning - o - gel# enclosed in a powder-coated marine grade aluminum parameters for low flow, high flow, low pressure, high enclosure. The pump station shall be manufactured by a Control Panel Manufacturing&Testing. The urn control pressure, restart trials and restart delay time. 84"0 WET WELL(WELL LEVEL SENSOR/FLOAT BALL OF MATERIALS UL QCZJ certified um station manufacturer. g g pump P Y MUST BE FLUSH WITH PAD pump panel shall be manufactured and listed by a UL508A 5.Load Facto Default Settings, User Saved Default SWITCH CAP ITEM DESCRIPTION SIZE Count Factory g Technical Service and Support. The manufacturer shall Panel Shop. The panel shall be UL labeled as an Settings. 1 AIR RELIEF VALVE 1/4" 1 provide access 24/7 phone support with a factory certified "Enclosed Industrial Control Panel". The pump control ° 16 17 technician. The technician shall have access to all panel shall be completely manufactured,tested and 6.Pre-Programmed Start-Up Routines to limit and/or 2 BUTTERFLY VALVE, LO 6 2 delay starting and acceleration of the pump to relevant data specific to the pump station, including programmed prior to delivery to the job site. specifications,submittal shop drawings,programming, eliminate excessive velocity and pressure. It shall also 0 3 BUTTERFLY VALVE, LO,GV 2" 1 Documentation.A color wiring schematic and pump include initial start-up, mainline fill, power outage and s� and detailed photos of the system. permanently automatic re-starts. a o �� INTAKE SCREEN N nameplate information shall be ermanentl affixed to the 4 BUTTERFLY VALVE LO,GV 6" 3 FLUSH LINE o Factory Testing.The pump station shall undergo and inside of the control enclosure.All field terminal 15 = 5 CHECK VALVE, ENBEE 611 1 pass all of the following system stem performance tests: connections shall be numbered and labeled. PLC Monitoring Functions Hydrostatic testing that meets ANSI/HI specifications and 1. The LCD color touchscreen must be capable of FLUSH LINE 2"FILTER- - - - -` - - - - - - - - - -- - - Cooling System.The control panel cooling system shall 6 CHECK VALVE,GROOVED 2" 1 standards; Flow testing that meets ANSI/HI 14.6 be appropriately sized for the ambient conditions.The alternating between English and Spanish during F__z specifications and standards; and Vibration testing that operation by an end-user accessible button located 7 CHECK VALVE SILENT 6" 2 cooling system shall not allow dust, insects or rodents • E�x meets ANSI/HI 9.6.4 Vibration Measurement and within an operator screen.The system diagnostic utility inside the pump control panel. Two sets of spare filters U) ao ° ° ° 8 ELECTRICAL PANEL (SIZE) 1 Allowable Values specifications and standards. The shall be included with the pumping system. must be capable of being displayed in both English and Z ° pumping system shall be flow tested as a complete unit, Spanish. 0 o 9 FILTER, SAF 3000 6" 1 which shall include function testin of um s, motors, Main Disconnect.Aservice-entrance rated, non-fused to N k g P P disconnect shall be mounted in the um control panel 2.Pump operating s#a#us, total pump run hours, motor > LO DISCHARGE instrumentation appurtenances and control panel. The pump P requency, motor amperage W 10 FLOW METER 4" 1 and shall isolate all power to the control panel.The �- results of all tests shall be available to the owner. P P r - -- 11 HIGH PRESSURE SWITCH 1/4" 1 disconnect shall include an operating handle mounted on 3. System pressure, flow rate F PRODUCTS the control panel enclosure door that is mechanically 4.Fault Log with time stamps and diagnostic utility. J 17 12 HP RELIEF VALVE,ANGLED 2" 1 Piping,Valves, Skid Base, &Station Enclosure. interlocked to prevent entry while the disconnect is in the 5.Trend Data,with graphic display of system pressure, ON position. To prevent damage from vandalism, a J 13 PRESSURE GAUGE 21/2" 2 Piping.The station piping shall be standard wall pipe with P P g flow, motor frequency and amperage. Data shall be J o U3 P 9 P P 9 P P disconnect external to the pump station enclosure shall exportable to MS Excel. grooved connections. Flanged or welded connections not be acce ted. Z J W o 14 PRESSURE SENSOR 1/4 1 P 6.USB port to upload, download of program, and data o shall not be acceptable. Threaded connections between Overcurrent Protection. The VFD bridge rectifiers shall be storage. P P g O m N r the main piping sections other than at the pump volute 9 �- 15 PUMP, SUBMERISIBLE HP 1 Q -� 481,FILTER REMOVAL CLEARANCE a shall not be acceptable. protected from over current by an appropriately sized d, o} circuit breaker. Fuses are not acceptable. W o w _ 16 PUMP,TURBINE HP 2 z Valves. Gear Operated Butterfly style isolation Web-Based Remote Monitoring and Control V � ® valves--with grooved connections--shall be included on Lightning&Surge Protection. The Pump Control Panel > 0 W ° 17 SKID 96X72 1 g The pump station control panel shall include aweb-based w- C71 . �{ station suction and discharge piping. Flanged or threaded shall be equipped with transient voltage and surge remote control and monitoringsystem that can be � N W o 0 _ arrestors. Y O } = w connections shall not be accepted.A non slam check accessed from any device with a web browser, such as a � L� m W N FILTER SHOWN REMOVED FOR CLARITY valve shall be included on the discharge of each pump. Convenience Outlet. The PumpControl Panel shall be rd r W = o PC,tablet, or smart phone. No 3 party application or ^ � Z C PLAN VIEW An air release valve shall be included, located equipped with a 30 amp outlet. software must be required for accessing this information. t- o�; W immediately after the pump check valve. The web page shall include full graphical representation T- 00 NTS Variable Frequency Drive(VFD). The VFD shall be P P Skid. The pump skid shall be made of 1/4"press broke appropriately sized to meet the FLA(full load amps) of the pump station and its features and shall be capable Z . , o P Y q y pump as stated on the motor of remotely changing all operating parameters of the (,jJ o c A36 steel. No welded bases or open rails stems shall be required b the um motor, O � 0 12 13 11 14 2 5 13 9 10 4 e acceptable. nameplate. The VFD shall be manufactured by ABB pump station. The pump station shall automatically send t-.- N L email or text alerts regarding warnings and faults and a L _ Station Enclosure.The pump station enclosure shall be Industrial Systems,Mitsubishi, or approved equal. Initial U Q = constructed f in in r I start-up and calibration shall be performed by a factory specify the station and specific fault/alarm. O 0 o W st cted o marine grade aluminum module panels to � o certified technician,which shall extend the warranty on The um station manufacturer shall supply all required Z W m w allow access to all pumps and components by simply � pump PP Y q -1 4 7 the control panel to a total of three(3)years. communication hardware except computer and computer Cr z LU 480 FILTER REMOVAL CLEARANCE �° removing any panel.The entire front of the enclosure ® o 0 shall consist of hin Inge doors. The enclosure shall be accessories, including all necessary direct burial cable o 0 00 9 Programmable Logic Controller(PLC).The PLC shall be W ® powder coated. The roof of the enclosure shall be easily and antennas. o ° k ° ° P Y fully programmed prior to pump panel installation. The Q o° 1"BLOWOUT displaced and replaced by one person for the purpose of technician installing and programming the PLC is to be Instrumentation. ° servicingthe um station. The station enclosure shall w pump factory trained and certified by the PLC manufacturer. include a ventilation fan or fans appropriately sized to Pressure Gauges shall have a 304 stainless steel case, ( ) The PLC programming shall be non-proprietary, and the „ adequately cool the enclosed equipment. with bezel construction. Gauges shall have a 2.5 q Ycomplete station programming shall be made available to diameter and be liquid filled. NA C= � Corrosion Protection. The pump skid and appurtenances the owner via a USB drive included with the station 55�0 L F� Pressure Transmitters shall be constructed of stainless �, � $ shall be cleaned to bare steel and hot dip galvanized.All control panel. O �.�CENSFO DUTY PUMP ASSEMBLY piping includingelbows shall be galvanized inside and steel and rated for the pump station discharge pressure. O to C� =J 9 PLC Operator Interface. The PLC shall be equipped with a ,� to out. The pump station shall be pressure tested prior to a 5.7" LCD color touchscreen. The operator interface Flow Meter. The station shall include a magnetic flow �O�1 1"CW CLEANOUT galvanizing. No welding shall be performed after the shall allow the user to make adjustments to the PLC meter. The flow meter shall have flange connections. 4"HOSE BIB pump station is galvanized. The skid an piping shall be program locally without requiring any additional The flow meter shall be capable of pulse and analog sA`! /.� �j Y4„BRAIN warrantied for a period of 25 years. equipment such as a laptop computer.A VFD control output. Current and totalized flow shall be read at the `�O 'ATE OF -OQ��e�' Automatic Filter: The pump station shall include an keypad is not an acceptable substitution for the digital pump control panel HMI. Inserion flow meters and automatic screen filter. The filter shall use suction operator interface. The PLC shall have an Ethernet port sensors shall not be accepted. 3 s 1 scanning devices to automatically remove debris from the to enable remote access. High Pressure Switch shall be located on the station filter element. The filter shall be Amiad SAF or approved To ensure that the control system warnings and discharge manifold. It shall signal a system fault if the FRONT VIEW equal. Control logic for filter flush shall be included as parameters can be safely understood by a wide range of discharge pressure reaches a user-adjustable setting, o o part of the main control panel PLC programming. operators, the interface shall have user-selectable with the adjustment mechanism located on the switch. o 0 PUMPS REMOVED FOR CALRITY The high pressure switch shall be IFM or approved equal I 00 L=� cvDiaphragm Style Pressure Relief Valve sh ll protect the ®, piping network by bypassing or relieving excess pressure V) (D 00 ROOF HATCH and shall maintain close pressure limits without causing surges. If upstream pressure decreases below the springUJ setting, the valve shall close.The valve shall be a Cla-Val JOCKEY PUMP ASSEMBLY 111111ft � � `_ Co. Model No. 50-01/650-01 Pressure Relief and V) Q Pressure Sustaining Valve as manufactured by Cla-Val o goo or approved equal. Filter relief piping shall be plumbed to - C) the system wet well4 r CO © Pump Protection Shrouds p p C� w 00 Each pump and motor shall be completely encased in a � slotted PVC well casing. Both ends of the shall be thoroughly sealed to ensure that no water can enter at N o o Q PROVIDE P.S.ENCLOSURE WITH either end. Water shall only enter the casing through o CL -vtiy - precision laser cut slots,which will not allow debris larger x HARDY BOARD SIDING. than can be passed entirely through the pump.All water 48"FILTER REMOVAL CLEARANCE °� SEE LANDSCAPE PLAN FOR STYLE entering the casing shall pass over, and cool the motor, AND COLOR, prior to entering the pump. ° o co o � 11J 1211 DUCTILE IRON W/UNIFLANGE s g i® STUBBED 6"ABOVE PAD O M C= FINISHED FLOOR EL.2715.50 CD FINISHED GRADE EL.2715 a 771 co M W L0 Z OJ HIGH WATER LEVEL EL.2712.0 O F"' Q c A W Cn 12'0 PIPE IN FROM CLEARWATER SCREEN - !-`, 0 841'0 WET WELL - - - -= - - 1211INV EL.2708_5 c C=:. .... WATER-TIGHT CONNECTION SCALE AS SHOWN DATE 1 1/1 5/2024 2' MIN PROJ. NO. 240429 SEALED BOTTOM BOTTOM OF WET WELL EL.2700.0 SHEET 25 OF 29 s SECTION VIEW Pmp� i NTS 220429-PMP-STA.DWG i o { I a , , W I I PIPE NOTE. a NOTES. GAVI-IRRIGATION NOTES. 1. ALL PIPES CALLED OUT AS PVC EXCLUDING WATER 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES 1. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED ( HORIZONTAL N I o ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE TO BE AIR (OR HYDROSTATIC) TESTED AT THE CROSSINGS/AWWA C-900) MAY BE SOLID WALL PVC CONTRACTOR SHALL DETERMINE THE EXACT LOCATION TIME OF ROADWAY CONSTRUCTION. MEASURES 80 PSI MINIMUM (DR51), 100 PSI (DR41) OR PIP 40 20 0 40 80 120 7. OF ALL EXISTING UTILITIES BEFORE COMMENCING SHOULD BE TAKEN DURING CONSTRUCTION OF THE (DR51) ASTM D2241, BELL AND SPIGOT WITH WORK. THE CONTRACTOR ASSUMES ALL ROADWAY TO PROTECT THE PIPE. RUBBER GASKET JOINTS II a i I i I W I I I I RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED SCALE IN FEET J L GIRR MH 1.1 BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 2. FOR GRAVITY IRRIGATION INSTALLATION PRIOR TO s STA=1+12.23 ANY AND ALL UNDERGROUND UTILITIES. DIG LINE u ° ISSUANCE OF ACHD PERMITS WILL BE REQUIRED IF III I ) - RIM=2707.401 TELEPHONE NUMBER IS 1-800-342-1585. I � P 1. � „ TO HAVE AN INDEPENDENT TESTING FIRM VERTICAL i III 12"IR 12■IR BLOCK 5 2 p► PERFORMING BACKFILL DENSITY TESTING. TEST 2. REPAIR ALL DISTURBED/DAMAGED AREAS TO ORIGINAL REPORTS WILL NEED TO BE SUBMITTED TO ACHD 4 2 0 4 8 12 I CONDITION OR BETTER. PRIOR TO THE PRE-CONSTRUCTION MEETING. Emig (- I 3. COORDINATE ALL CONSTRUCTION (AS NEEDED) WTIH 3. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO SCALE IN FEET I I W •s a e - •• o PROPERTY OWNER. ENSURE COVER REQUIREMENTS ARE MET FOR THE I _ ° PUBLIC ROADWAY CROSSINGS. � I � o J °o Icn 12"W ° I N W.HARRIS ST. �. GIRR MH 2.1 II � o0 t ' a STA=3+36.93 - 6.V - - �„_ 0 N o W RIM= 2707.65' 8"S (n cm N N II W > r IT T N II II it _ aC ,- ' I ��° °: °. IC • W •� _ • °� Lu 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 w 272 724 �w_j I � = J I 4 � � � 3 12"IRco Lu x I 12"Pt Q con GIRR BOX 1.2 co T � q' ' W j 1 W "HILL I�LOCICs I ;I I STA=2+49.80 272 �, N � 720 N W 35 MPH SPEED LIMIT SIG I I I I RIM= 2708.17 �- r N !I � z W w w i a I " p r o o w WEIR ELEV.= N w o 0 GIRR BOX 2.2 J N m m w I I STA=4+70.01 ci _ II oc oc M ¢ T W ( I i I I I I °"• M ® � `�' N cc m '�' II 2712.70± l� m w N I m + _ - I- 1-L- =o s i RIM= 2708.76 = � TJm oomm ~� _ II T 1 1 I I 3.0' 271 � � � � 716 � r oo r :° II I C°3 � �i � Cn z �0o I I' w FINISHED GRADE W z IL i ,��, O ~ NFc = - W I ''-- , AT GIRR LINE w I i i I w ��; co ORIGINAL GROUND _ z I °- N 8 a c%i c AT GIRR LINE � � O � o W � 1 Ll ° 271 N - m 11 1=1 - 712 z Cl I I E I o LLi M X cn > + _ 2.67 CFS1 17, >- iI J � N � O � � Jefi __ - -"GL@a' w m T oCC uj cli � °° � II - 01 Oz cc ®o M uj _ c� � � R c~n _ �� 12'"PVC @ 1.84 MATCH EXISTING CANAL U. II i m = _ II _-- __--- - - _ N2 �, cc o �- - - --- GATE INSTALLED BY NEW PORK o o I i I 27O c� oc -- - _ 8"w IRRIGATION DISTRICT. m -- 708 ►I I 5 . n I T - 378.40 LE Go 27.76 LF L 12"PVC @ 1.46 o 0 12"PVC a@ 4.85°� S$ FiVc I I r --- --- ---- - s. - ---- - N i� N �. �� EN - II _ Lam- O I I I HGL @ Q=2.67 CFS --- - Z oo a 270 704 /20305 ® 129.08 LF > z r o dw I ii I : �_ �., e1 84.35 LF - - 12 C-900 PVC @ 0.30/ 12"C-900 PVC @ 0.30% �., ; N N `lIrS'l'�`j N '- II II II I ' I cn 12"VI! co c o o > O_A F OF I I � p O > z I a. - N II _ = T I` I` N N MATCH EXITING o o N2 N N I I I I 6 �< 270 BOTTOM OF DITCH. N "' ht r '"' 700 Lou-I f i I _ II it INSTALL 6"CONCRETE CAP INV.= 2703.70_ o I i i I o EXTENDING THE LENGTH >� FROM BACK OF SIDEWALK r TO BACK OF SIDEWALK. o o0 269 696 ` D Lu CID ® I I e c� � M0 I I cn I ii `w w 0. � _ u- W � wok I I I I ® I.,.. Q 0 " I CoCD a 269 692 i' O 10) I II � z � I i 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 CD O aC as w 00 I W II I z � c 0 0 I II 3.0' 8 HINGE �' I I I ° I N GIRR MH 2.3 SEE I STA=8+52.42 Q.. RIM= 2714.15 PROFILE 3 W u,J ° ,� o $�6� 0 1 MIN. ILL .:8"W d° `..a.. t � 1�-FILTER LINE FROM REMOTE CONTROL -� 24 0 CLEMONS SELF-CLEANING 830 T o VALVE PROGRAMMED TO ACTUATE DURING W CLEARWATER SCREEN(CW1000) PUMP ACTIVATION. (PE 3408100 PSI PIPE) F- I N 2712.5 { - [■� m W • TOP CHECK 2° �Il W 2712.00 ° z i II I o 1 W ac O �. � II ►► N O � li I II Z W i 90° 2" PV z H BLQ I I ,,s ` 2,� , � 2710.50 c�i � I I I 9 _ ��. 12� AWWA C900 PVC c{j ,_ i !� z t�I � I " GIRR BOX 2.4 cm � I I �° ��,.�, � TOW -WELL a ,,, 6" W o I STA=9+74.45 ) If.4> _ RIM= 2715.88 I I . r N A J 3f p p ?. � ow 2 x2 VERTICAL SLOT __ #4 0 12 EACH WAYNilFn 12 AWWA C900 PVC / E.G: FOR CHECK BOARDS I � tfCh � � y`J O CAUTION SIGN ® K� E.c. SEE PUMP PLAN I I 2708.50 " ` w° h `°'` T _ LL T08 _ - MATCH EXISTING CANAL co MONOLITHIC POUR GATE INSTALLED BY NEW YORK o cn--� 30" U r / IRRIGATION DISTRICT. _ c�I� Io sII _ 90 t ®Y W CV I ` \ J u_ ai_ 1 o .\ \\ �� I 2 x2 VERTICAL SLOT SCALE 1 HOR40 1 vr=R \\ I I \ \\ \ 3'-0" 6'-010 FOR CHECK BOARDS ° 6,e 9'_0" 6° DATE 11/15/2024 \\ N \ \\ r \\\ GIRR-1 BOX DETAIL «� \\ PROD. NO. 240903 I I SHEET 26 OF 29 I �\ �\ 3'-0" 3'-0" 3'-0" \�o6n 9 GIRR� l SECTION VIEW 240903-GIRR.DWG ®I Aga a W GIRR MH 1.1 II TA=1+12.23 II r S U. � = 1 RIM_ 2707.401 I III 12„IR 1211IR BLACK 5 121°Pi . . .o I i ( _ _ 12,.Pi 8"P, - _ 8„PI � J L 1 de I oc a LK 4 z Lu m e d d e d I ®j a0 4 I�e d d e� .9a O o . N o ,,^^ f YY I 12 _ Lu ®e'® c r I � N W.HARRIS ST. y2„� _ GIRR MH 2.1 II 12'W STA=3+36.93 I I 12"W Q - 6.0' - - - ID - I I W. HARRIS ST. _ ' RIM= 2707.65 - - - J p J 0 8•S -- - - - w d 8°S 8„S : . : . T N J p c �. o -o .c� . m _ !s vS w^- I e . b 'd V Qn a .-ems,'-d ' - .. _ M J 8. -y d _ _ 4s d. p w n *" ccn . �� .e a a .d .L.' .. a m e .d •.. .® - N I� _ T o HORIZONTAL r. aa .. - .. . . . x V e a e . .. Q ... .. : ..... .. a� -ro TOE e T �� - . . T - - TOE . TOE® TOE - - TOE s s E.G- 40 20 0 40 80 120 u' I , 4 12•IR 7 12"IR 8 - - g U N o I 3 12"IR 811PI `. f� 1 n 12"4 I- - O z W 12"p� 8PI - 8PI - - , . . .- :.- ..- = .- :..- - N Wes® 8 PI - - - _ - SCALE IN FEET v GIRR MH 1.3 GIRR MH 1.4 GIRR MH 1.5 - Lo m w� I GIRR BOX 1.2 12 P1 STA=4+41.40 STA=5+87.41 STA=6+67.49 `* r W x "HILL BLOCKS MEW' I � ;; � ..: .m a STA=2+49.80 RIM= 2706.40 RIM 2706.40 I RIM= 2706.40 � � 3 MPH SPEED LIMIT SIG I I I / VERTICAL r Z C I I I RIM= 2708.17 I GRADE EXISTING DITCH r o o - i - I IWI ►; I a ' 4 2 0 4 8 12 ® I W GIRR BOX 2.2 �$ I TO MATCH PIPE INVERT. INSTALL z • • o c I BLOCK 1 8 W END SECTION WITH TRASH RACK w o�- 1I I I STA=4+70.01 v¢ BLOCK 3 O �_ W RIM= 2708.76 3 2 «_j 2 � T cn m / SCALE IN FEET V Q - 1I I I 9 Pa �! I I Q I O Q p Lu z .J r SEE SHEET GIRR-1 O �� LL �Lu =® -0+40 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 003 272 720cn CD NAL FN \,�GENSFO C�'L 271 716 a �� 20305 Lu T p, 05-171, T w ® J o� +1 is Q►� co v0 9TE OF�O N yVA H. o II w T vo 271 J CD o2 � WN � o Lu 712 a. N m � ,- J CD o114: >II `c1c _ II �C/3 CC = W II o co `ii r = 1- Q w ti O Lu -..I Cl r r I C'3 17' � � C/-3 M O � r J d N � _J � N � �W r Z w r = � II et � � 1` Lno ® o d' r = u.i = II ca O O J O Q _ ORIGINAL GROUND = Q w + > + �, T m o ® � ® 0 0 v� ao - �-- AT GIRR LINE CC _ FINISHED GRADE M T W II < M -- J �; W w W c00 C"3 � � oCcn � Q � w � F= F= � O r � onF= - F_ E � � i=- Q m DC@ � W � cl� tn = II �-- 270 c� �- � � v� AT GIRR LINE c� � � Fry a � v � � � z � � 708 � - - w w �.L. cn 5 � p ..- � � M O cii '�.e : .s .- •sue'..- :: d -. ... - -- -- -• - - --- -- W 0 --- ------ --------- ---------- --^------ ----- r --- - --- LL -^ - HGL @ Q=1.2 CFS Q 270 ------ -� ------- HGL@Q=1.2CFS 133.56 LF 704 90.35 LF 0 12"C-900 PVC @ 0.30% O oc Q ' 12'°C-900 PVC @ 0.301® 4°PI � 0 12"PI 0 12°'W O W CD rn GRADE EXISTING DITCH TO N ® N2 90.00 LF MATCH PIPE INVERT. � � `� 27® MATCH EXITING ® ti 76.07 LF 8 12'°PVC @ 0.23% v 0 c BOTTOM OF DITCH. `V 187.60 LF „142.02 LF 12°C-900 PVC p � INSTALL END SECTION 700 a 0 INV.= 2703.70± INSTALL 6"CONCRETE CAP z v 12"PVC @ 0.23% 12 PVC @ 0.30% @ 0.55% N2 WITH TRASH RACK. o EXTENDING THE LENGTH M N INV.= 2701.35± N FROM BACK OF SIDEWALK T r TO BACK OF SIDEWALK. N co ti � o z r II II CM o � 269 z N N II z r 696 o o N II II LE o Z r Z O= > N N _ > �. T � � N N > T- ,- O z. OT 269 r r 692 - Lu [� m I-- � 0 0 m � 268 688 M'■'� M 0 -0+40 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 ~ Z L - N � � z Z Q 0 GRAVITY IRRIGATION NOTES: PIPE NOTE: b NOTES: Q W C'3 � - CL 1. ALL PIPES CALLED OUT AS PVC (EXCLUDING WATER - 1. .THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES 1. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED CROSSINGS AWWA C-900 Y BE S W � r ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE TO BE AIR OR HYDROSTATIC TESTED AT THE ) MAY OUD ALL PVC CONTRACTOR SHALL DETERMINE THE EXACT LOCATION TIME OF ROADWAY CONSTRUCTION. MEASURES 8€� PSI MINIMUM (DR51), 100 PSI (DR41) OR PIP OF ALL EXISTING UTILITIES BEFORE COMMENCING SHOULD BE TAKEN DURING CONSTRUCTION OF THE (DR51) ASTM D2241, BELL AND SPIGOT WITH WORK. THE CONTRACTOR ASSUMES ALL ROADWAY TO PROTECT THE PIPE. RUBBER GASKET JOINTS RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 2. FOR GRAVITY IRRIGATION INSTALLATION PRIOR TO ANY AND ALL UNDERGROUND UTILITIES. DIG UNE ISSUANCE OF ACHD PERMITS WILL BE REQUIRED 1"=40' 1"=4' TELEPHONE NUMBER IS 1-800-342-1585. TO HAVE AN INDEPENDENT TESTING FIRM SCALE HORIz VERT PERFORMING BACKFILL DENSITY TESTING. TEST 2. REPAIR ALL DISTURBED/DAMAGED AREAS TO ORIGINAL REPORTS WILL NEED TO BE SUBMITTED TO ACHD DATE 11/15/2024 CONDITION OR BETTER. PRIOR TO THE PRE-CONSTRUCTION MEETING. PROD. NO. 240903 3. COORDINATE ALL CONSTRUCTION (AS NEEDED) WTIH 3. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO fr PROPERTY OWNER. ENSURE COVER REQUIREMENTS ARE MET FOR THE SHEET 27 OF 29 PUBLIC ROADWAY CROSSINGS. 240903-GIRR.DWG 84' ROW 6" 1"R r'''" 1/2"R 1' SIDEWALK 1' Igo on No No 2' 10' SIDEWALK 4' 21' 10' ISLAND 21' 4' 10' SIDEWALK 2' DIN DIN ----�..-� 1, 1, 1 io 5" THICK CONCRETE LANDING LANDING 2' 18.5' 0.5' 0.5' 18.5' 2' 1 LANDING A 1.5% MAX. SLOPE Dow- LANDING ao -..-- 0.5' 0.5' 0.5' 0.5' d. ° a r 1.5% C B 1.5% IIN. A G H G A C 1.5� 000 v v dti a � v v v M�e' ' 1T"`' LO� '., .. . `:` \. .!,.,,.., ,.r, .r r r! r r,:, ..- . .,.i• 4\,. :..... t,.,., ,`-....:,,.., ..,<, \. �� . r!<. f Q 00 •.~_.. O, O r .. ,F ,. . ., . .. , .. '.. \ ,. l,., .. w '» r -w,:, „r t .4. ,...,. \.. .\. ,,,. w\r „ \,rO '♦ *.r`;'`.,..\f.. s\`t S.. , l,.,'./:♦'',\ ,. r„ ,r.:. , ,:>+- P P h .,�.,.rw ,r a \ ,. ^.., ,:. r...ls. `...✓ ✓../. !`F r! ,•'. ".. r``;..,r,lr 'f w. ``` ,\ l,r� i, P \, ,;\.\: �,r ti <�.�..,�r. P r,P� ''P, r� ,',; �`,,�, <... . 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NO. 240903 LOCAL STREETS TRANSITION SECTION - VERTICAL CURB AND GUTTER SHEET 28 OF29 N.T.S NOTE: COLLECTOR STREETS SHAH BE A SP-3, 0.5 INCH (�°) MIX, PG 58-28. C4 TO ROLLED CURB AND GUTTER 240903-DTI.DWG �`o Qso ' 10' MONITORING WELL, MONITORING WELL, 13.5 15 MONITORING WELL, INSTALL LID TO GRADE(TYP.) INSTALL LID TO GRADE(TYP.) INSTALL LID TO GRADE .) MIN.FG ELEV.= 2702.60 MIN.FG ELEV.=2706.00 MIN.FG ELEV.=2707.00 0 I I=III III-III-1 11=1 1=1 I I_ _I I I II-I I hI 11=1 I I-I I I�I I III III-1 I I-1 I I=1 I I-I 11=11 I I I I-III-I I I_I I I-III =1 14=1!4=I I I=1 11=1 I I o - p = T + > o o > o` MAXIMUM ELEVATION MAXIMUM ELEVATION p o MAXIMUM ELEVATION ' b 0 0 0 a � N o OF ROCK = 2701.10 OF ROCK = 2704.50 c Nvuf � Q ' OF ROCK= 2705.50 wrf '�c � c > �� 0 0 lo c Q o C 18°'INV. �o 0 0� 0 c 0 0 o 2699.10 N N�nrf o o o Nwf >� J�` 18°'INV. ` 18"INV. o n 18°'PERT. OP HAL ) 18"PERF. OP HAL _ 18 PIPE PERFORATION (TOP HALF' DETAIL F) 2700.40 0 (T F) 2702.70 18 PERF. (TOP HALF) ADS N-12 PIPE. ►n - 0 ADS N-12 PIPE. 0 ADS N-12 PIPE. NOTE: SEE DETAIL,THIS SHEET Ro R® '� Ro o Ro SEE DETAIL,THIS SHEET Ro o Ro SEE DETAIL,THIS SHEET 18"0 PVC PERFORATED DRAIN PIPE.PERFORATIONS SHALL BE IN 0 0 0 O 0 ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF(ACCEPTABLE PIPE REPLACEMENT:18"0 ADS N-12 N ov a o 0 Wf HDPE PERFORATED PER AASHTO M-294). 0 0 BOTTOM ELEVATION 0 o ol OF ROCK= 2693.60 0 0 0 �c. : ` J _ o 0 ��\ 0 ... .. o 0 0 r BOTTOM ELEVATION �� O BOTTOM ELEVATION o : ' MINIMUM ELEVATION OF SAND=2692.10 OF ROCK= 2695.30 OF ROCK= 2696.50 0 m o Lo .. . . .. .Q ; o N FINE AGGREGATE WILL MEET THE GRADATION MINIMUM ELEVATION OF SAND =2693.80 0 a t- MINIMUM ELEVATION OF SAND -2695.00 00. MONITORING WELL PER AND REQUIREMENTS OF ISPWC SECTION 801 FOR o 0 W T SUPPLEMENTAL STANDARD DWG. °°FILTER SAND"-SEE TABLE 1 OF THE ISPWC o MONITORING WELL PER AND � MONITORING WELL PER ACHD � r SD-627.MONITORING WELL TO BE FINE AGGREGATE WILL MEET THE GRADATION SUPPLEMENTAL STANDARD DWG. FINE AGGREGATE WILL MEET THE GRADATION SUPPLEMENTAL STANDARD DWG. 1'BELOW ROCK OR PiTRUN/SAND REQUIREMENTS OF ISPWC SECTION 801 FOR SD-627.MONITORING WELL TO BE REQUIREMENTS OF ISPWC SECTION 801 FOR SD-627.MONITORING WELL TO BE � "FILTER SAND"-SEE TABLE 1 OF THE ISPWC V BELOW ROCK OR PITRUN/SAND "FILTER SAND"-SEE TABLE 1 OF THE ISPWC V BELOW ROCK OR PITRUN/SAND 2 v �� ® ow ® m� �oo 5'zm W CD m = z SECTION VIEW SECTION VIEW SECTION VIEW V CVO W NCD APPROXIMATE GROUNDWATER EL.= BELOW 2686.5± (NO GROUNDWATER OBSERVED) APPROXIMATE GROUNDWATER EL.=BELOW 2687.0± (NO GROUNDWATER OBSERVED) APPROXIMATE GROUNDWATER EL.= BELOW 2687.0± (NO GROUNDWATER OBSERVED) 0 =) N ® Z DESIGN INFILTRATION RATE= 1°'/hr cc DESIGN INFILTRATION RATE= 1"/hr DESIGN INFILTRATION RATE= 1 Vhr r W W Iry 2 o< z ® - ■ ■ -1 W � co 1°(CAP END 1° CAP END 1' CAP END O �,,_ � W ( ( I-- N W = OF PIPE) OF PIPE) OF PIPE) 00 <0 om � Uw® [J J ®O coCD® J co co Lu cc } cn CD = W ! LPL ! ! LL ! ! LL co! � MONITORING WELL TO BE _ _ MONITORING WELL TO BE _ MONITORING WELL TO BE CENTERED BETWEEN PIPE AND I ® ! ! o CENTERED BETWEEN PIPE AND ! o ! CENTERED BETWEEN PIPE AND IN AL OUTSIDE OF BED N OUTSIDE OF BED N OUTSIDE OF BED ��5 �GENSF �''/may ICI ICI Icc ! oRo o C:),�, � Ro Ro 0 > Ro o > Q R0 > Ro y! 9r 0'Fo Lwu 5u I Lwu 0 0 0 u ui BEGIN BEGIN IN w CIO t- 0)PERF.PIPE PERF.PIPE PERF.PIPE D CM 0) cl) N O I- 00 1 t- QO cf) o0 O w oCZ0 ob SEE PLAN VIEW SEE PLAN VIEW SEE PLAN VIEW p OUTSIDE BED OUTSIDE BED O oC Lu °0 OUTSIDE BED � N 50,MIN. 50'MIN. 50'MIN. `1 8.5' 5' 7.5' 7.5' 51 51 N c MONITORING MONITORING MONITORING o 13.5' WELL WELL 5' WELL 10' PLAN VIEW PLAN VIEW PLAN VIEW N.T.S. N.T.S. N.T.S. T Vl � SEEPAGE BED 1.1 SEEPAGE BED 1.2 SEEPAGE BED 1.3 W o C/) N- J GEOTECHNICAL INFORMATION PROVIDED BY IDAHO NATIVE Q SEEPAGE BED KEYNOTE LIST GEOTECH,LLC.REPORTS DATED:OCTOBER 25,2024. V1 (w ITEM DESCRIPTION 0 OC Ro 1 X"-2"CLEAN DRAIN ROCK. Z o M FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR"FILTER SAND"-SEE TABLE 1 OF V1 Sa THE ISPWC. N z NWf NON-WOVEN FILTER FABRIC TOP&SIDE PER AND REQUIREMENTS(SECTION 8200,PG.32) 0 A H � U SITE NOTES: SEEPAGE BED NOTES: 1. ALL TREES M OFFSET MINIMUM F -F ET T FACILITIES. 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE,VERIFY WITH ACHD OR ENGINEER IF NEEDED. E S UST BE 0 SE A M MU 0 10 E FROM ALL STORM DRAIN FACIL ES. V1 2. CONTRACTOR SHALL CALL AND FOR INSPECTION OF THE STORM DRAIN SYSTEM.AND INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INSTALLATION. INFILTRATION FACILITY. 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS.CONTRACTOR SHALL COORDINATE WITH ACHD 3. IF ROCK IS ENCOUNTERED,CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. 1"=4 ' 1"=4' INSPECTION DURING CONSTRUCTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING.AND IS CURRENTLY SUPPLYING THE DEVICES. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER,CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT SCALE HORiZ VERT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905)MAY BE PVC ASTM D 3034(SDR35)OR ADS N-12HP. DATE 11/15/2024 4. ACHE INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5'OF COVER. PROD. NO. 240903 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. 6. USE FLOWABLE FILL TO ACHIEVE COMPACTION WHERE NEEDED. SHEET 29 OF 29 6. SEE STORM DRAIN PLAN SHEET SD-1 FOR BED ORIENTATION AND ADDITIONAL INFORMATION. DT�2 240903-DT2.DWG