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HomeMy WebLinkAboutConstruction Plans 1 11 HH I ABS Acrylonit(ile-Butadiene-Styrene COORD Coordinate EXIST Existing STANDARD ABBREVIATIONS RCP Reinforced Concrete Pipe STD Standard J W. FRANKILIN RD. ABAND Abandoned CTV Cable Television FG Finished Grade REF Reference SVC Supered Vertical Curb STREET PLAN LEGEND I LJ 1-11111111111,1111 ACP Asbestos Cement Pipe CY Cubic Yard FH Fire Hydrant ISPWC Idaho Standards For Public PC Point of Curvature RL Ridge Line SW Sidewalk 0+00.00 Centerline Stationing LJ AH Ahead DBL Double FL Flow Line Works Construction PCC Point of Compound Curvature RR Railroad SY Square Yard 000" ALT Alternate DI Drop Inlet FTG Footing lVC Island Vertical Curb PE Polyethylene Rt Right TAN Tangent BC Beginning of Curve DIA Diameter FS Finished Surface L Length PIRR Pressurized Irrigation S Slope TC Top of Curb ----------------- Concrete 6" Reverse Pan Vertical Curb per ACHD Supplement to ISPWC SD-701R BK Back DIP Ductile Iron Pipe GALV Galvanized UP Lip of Gutter PL Property line SB Seepage Bed TEL Telephone BM Bench mark DW Driveway GB Grade Break LF Linear Foot POC Point on Curve SD Storm Drain TOB Top of Bank Concrete 6" Verrical Curb, Gutter per ACHD :Z BVC Beginning of Vertical Curve DWG Drawing GIRR Gravity Irrigation LID Low Point POT Point on Tangent SEC Section TOE Toe of Slope < Supplement to ISPWC SD-701 BW Back of Walk E EASTING GM Gas Meter LT Left PP Power Pole SF Square Foot (feet) TOPO Topography CB GR Grade 711 Catch Basin EA EACH MAINT Maintenance PSI Pounds per Square Inch SG Sand and Grease Trap TRANS Transition Concrete 3" Rolled Curb, Gutter per ACHD cf Cubic Foot EG Edge of Gravel HDPE High Density Polyethylene MH Manhole PT Point of Tangency SID Signal Pole TYP Typical Supplement to ISPWC SD-702 cl Centerline ELEV Elevation HORIZ Horizontal MW Monitoring Well PVC Polyvinyl Chloride SPRK Sprinkler VB Valve Box Co Clean-Out (Sewer) EM Electric Meter HP High Point N Northing PVMT Pavement SS Sanitary Sewer VC Vertical Curb Sidewalk, per ACHD Supplement to ISPWC CONC Concrete EP Edge of Pavement INV Invert NO. Number R Radius STS Storm Tank System VERT Vertical SD-709 CONST Construct, Construction EASE Easement IRR Irrigation OHP Overhead Power R/W Right-of-Way STA Station WM Water Meter ,:3 Storm Drain System with a Drop Inlet, NOTES 0-1 2"SD-*--d Sand and Grease Trap and Manhole C 1/4 WALTMAN LN. 1/4 GENERAL CONSTRUCTION SEWER Boundary Line S.13 13 18 ®ht-Of-Way1. 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 Rig Line Public Works Construction (ISPWC), the City of Me6dian 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 General Centerline addendums), Meridian Design Standards, the requirements of the Ada County Highway District (ACHD) and/or Policy Manual. Construction Note No. 1. Lki 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 Lot Line 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 -40 Direction ®f Surface Flow WATER LEGEND 1 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 8*W Construct Water Line 1 2. The Contractor shall have 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 ------ INTERSTATE 84 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 SEWER LEGEND Install Double Water Service -IN 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 10 0 Install Single Water Service resolved. travel lane. (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). $ Sewer line & Station 4). Flowable fill or imported material may be required if the native trench material is Install Fire Hydrant C) 0 Sewer Manhole V) 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 00 Install Conc. Thrust Block ft....... 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 for a S.C. Service Connection 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) 8"W- - - Existing Water Line 13 cc 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 S.L. Service Length 1/4 ROAD Existing Double Water Service 24 51, CO, 0 on-site meeting with the City of Meridian Project Inspector) prior to start of work. Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) S.I. Service Invert at TBC LU 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). Existing Single Water Service V) a,- _J C) 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. Exist. Sewer Line 1= F= The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the & Manhole Existing Fire Hydrant rrMT required. No work may begin on any project without twenty-four (24) hour prior notice. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever 218 VICINI MAP �._ co design. All variances from ACHD Policy shall be approved in writing. The following OZ the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage 1 1000, 1 C) C) 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours prior to required testing. variances, listed by date and short description, were approved for the project: None. swales). A PARCEL LOCATED IN THE NW 1/4 OF THE SE 1/4 OF SECTION 13, >. LL RIM W Contractor may not open or close water valves. O '72 TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M. EE 11. ACHD will inspect all improvements which fall within ACHD right-of-way or 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to CITY OF MERIDIAN, ADA COUNTY, IDAHO LU 2�- 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 Z LU CD �_ C) = sub rode or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D LU procedures, roadway construction and concrete work. Any work to be done outside of CO C-') agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that 2241, SDR 21, including service lines and fittings. 0 > CO UJ UJ 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 C a LU 0 Note No. 1. Inspection Services Division. The Contractor will schedule an inspection, requested 6. The Contractor shall conduct an air pressure test and television inspection after all o O through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) Cn UJ underground utilities have been installed. The Contractor shall provide a videotape of the cm)CM) r- F= p cc 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches hours prior to construction starting. inspection prior to final acceptance of the sewer. ca for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. cr Cn Q CD 117- U_ - WATER 7. All CCTV inspections shall be completed by a third-party testing firm. = Z 0- LU 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Z W LU -W.WALTMANLANE- - QLZ LU 8. Approval and acceptance of all sewer construction will be by the Public Works W.WALTMAN LANE- O ;2S M 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 M responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved Department, and their decision shall be final. Such inspections shall not relieve the in O0 Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications LL LU >- LU It M CD construction plans. Contractor from the responsibility of performing the work in an acceptable manner in _J referred to in General Construction Note No.l. accordance with the approved construction plans and Standard Specifications and PUMP STATION CZ 1 2 3 4 5 6 7 0 5 Ca Drawings. (BY OTHERS) C' c-u in 10. Any deviation from the approved plans and specifications must have the applicable agency approval in Ir ->,- 2. The horizontal separation of potable water mains and non-potable water mains (sanitary 1 . I I =LU = UNPLATTED z M 0 writing prior to construction. BLOCK I cc sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is 0 !� >_ (NOT A PART) 0 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM a b necessary for a potable water main and non-potable water main to cross with less than CO CD 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 from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. I ..1 4 1 ­ ­ �, 1.1��,-��, -1 1 1 1 UNPLATTED M the approved plans must be approved in writing from the City Engineer. with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) W.BROWN TROUT DR. FUTURE MULTI-FAMILY 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 0CL_ 114ii A L 12. Take all lot dimensions, easements and certain off-site easements from the plat. 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. 12 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage 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 and ir6gation improvements are in place and functioning. 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 2 3 4 5 6 7 8 9 13 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 BLOCK 2 . 203 5 14. All Contractors working within the project boundaries are responsible for compliance with all applicable Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the P C ALLEY 14 be a maximum five (5) feet deep at the property line unless otherwise approved by City 15 2 L J safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices Wastewater Rules (IDAPA 58.01.16). Engineer. Uj and control of traffic within and around the construction area. < 15 < 01 BENCH MARKS 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line 11. The Public Works Department will inspect all public sewer construction whether within 2 2 3 4 5 6 7 8 9 -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 Department BLOCK3 < 15. All Contractors working within the public road right 3 16 >_ construction permit from ACHD at least twenty-four (24) hours prior to any construction. forty-eight (48) hours prior to start of construction, and again twenty-four (24) hours I I J NW-88 NAM (M6 CO. HARN) 16 LO 3 VERTICAL DATUM HORIZONTAL DATUM 5. The Contractor shall be responsible for providing continuous water service to all existing prior to pouring concrete collars. 17 w W 8LK 14 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall 4 &4 0 water users affected by construction. If water service must be interrupted, the Contractor 0 0 7Z?M 0 4 W.EIDER DR. er 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, LU ELEVATION 2608.71 N 704,295.0 18 CC during the pipe laying and pipe joining operations and while making sewer tops. Clean CHISEL X IN SIDEWALK E 2,452,685.9 Lli 00 responsibility for any and all damages caused by his failure to exactly locate and preserve any and all C) 17 5 LNG,, 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 AWWA and and restore to their original state any ditches and storm drain facilities that are silted > 5 D 19 C3 U) (0 00 standard requirements of the Idaho Rules for Public Dunking Water Systems (IDAPA 58.01.08). due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be M 6 01 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet Cn HORIZONTAL DATUM USED L� 00 C-4 three-quarter (3/4) inch rock chips unless otherwise approved. (M --- 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 18 6 1 2 3 4 5 6 7 81 1 20 US GOVERNMENT HORIZONTAL W83 X LIJ < 0 U2 Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, 13. The Ada County Highway District will inspect the trench above the pipe zone in i I I I - __ I ADJUSTED TO THE ADA COUNTY UJ 21 18. Any common lot containing public water or sewer mains shall be fenced at the lot line or C-909, Class 150 PVC. accordance with current ACHD standards. HA.R.N. SURVEY C) co 9 Avmr BRI 0 CD C) 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. W.RUDDY DR. Z I 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. < C 00 V) < ro 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 BLOCK 41 BLK 7 O 0 0 C" 1 0­1 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds Meridian Supplemental Specifications & Drawings to the ISPWC. 00 LL C) 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not and drywells) at least 25 feet from main water lines. This requirement does not apply to DEVRLOPER 2� :2 641 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 catch basins or sand and grease vaults. -7 0) FUTURE W.BACKWO( Meridian Supplemental Specifications & Drawings to the ISPWC. DS DR. 0 work to be done outside of the 300' extended boundary of the project will require a separate permit through )77;7 0 FUTURE PHASE CHALLENGER DEVELOPMENT INC. FUTURE PHASE ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD 2 TANNER CREEK TANNER CREEK CL Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction starting. 10. The Contractor shall notify the Public Works Department two (2) working days before 17. All manholes shall be constructed to be watertight with the top of cone located SUBDIVISION SUBDIVISION 1977 E. OVERLAND ROAD initial construction begins and shall also request inspection of water lines and appurtenances within one (1) foot of the finished grade. The sewer Contractor shall supply all lid MERIDIAN, IDAHO 83642 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 Phone (208) 288-5560 the proposed improvements. This work includes clearing and grubbing, which includes clearing the ground 11. Construct, pressure-test, flush and disinfect all water dist6bution systems in accordance shall field verifythe elevation of the top of the manhole cone to assure that all ring SITE PLAN 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 i 100, structures, debris, rubbish, and other material not suitable for the foundation of pavements and other ISPWC. grade rings. ENGINEER TEO structures. All material not suitable for future use on-site shall be disposed of off site at an approved 18. Where concrete collars are used, the paving Contractor shall set the grade and pour 0 location. 12. The Contractor shall be responsible for locating and marking all existing service the concrete collars per Section 502 per City of Meridian Supplemental Specifications & ENGINEERING SOLUTIONS, LLP connections per Standard Drawing SW3. 1029 N. Rosario St., Ste. 100 -0 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 Cityof Meridian Public 3i = Meridian, Idaho 83642 < 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. 7 n maximum density to prevent further settlement. Joshua H. Mann, 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) Phone (208) 938-0980 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 feet deep, with the vertical wall placed on the upstream side and rotated forty-five (45) SHEET INDEX Email: josh mOengsol.org UJI work order and possible termination. match final street grade, & that all meter lid elevations match an extension of the sidewalk degrees. Manholes less than four (4) feet deep shall have concentric cones. Ir- 0 LU grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign 1 OF 16 T-1 TITLE SHEET O U X 24. When discrepancies occur between the plans and specifications, the contractor shall immediately nofity the 0* < U) debris and to ensure that the locking lids ore free of concrete from the collar pouring 20. The Contractor may air-test all the sewer lines after backfilling and settling of the 2 OF 16 GRD-1 GRADING PLAN - n 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 ]Z7 < LU integrity of the installed line. He shall furnish all equipment and personnel required to 3 OF 16 LGT-1 STREET SIGN AND UGHT PLAN 0I..- ROADWAY 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 4 OF 16 ST-1 STREET PLAN ONLO NLM- 0 UJ - to be centered between back of sidewalk and the right-of-way as shown on Standard inspector for the City of Meridian Public Works Department, after all utilities have been En 1. All Contractors working within the public road right-of-way are required to secure a right-of-way 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 5 OF 16 ST-2 = STREET PROFILES < construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. fittings. with City of Meridian Public Works Department a minimum of twenty-four (24) hours 6 OF 16 ST-3 = STREET PROFILES prior to the retest. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to 7 OF 16 SD-11 = STORM DRAIN PLAN & DATA zone. the Engineer. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" 8 OF 16 UTIL-1 = UTILITY PLAN to the Engineer. 9 OF 16 S-1 = SEWER AND WATER PLAN AND PROFILE Ln 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot 17. The Contractor may pressure-test all water lines before disinfection and flushing, for His W. WALTMAN LANE - S. KEARNEY AVE. - LOT 1, BLOCK 5 MERIDIAN CITY PROJECT improvements outside the public right-of-way. 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 10 OF 16 S-2 = SEWER, WATER & FIBER-OPTIC PLAN & PROFILE After all utilities ore installed and prior to paving, the Contractor shall perform a final connections in accordance with Standard Drawing SW3. RECORD ID. NO. 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 and finder wire continuity test with Meridian Public Works Department personnel SW. 7TH AVE. 1?1?1? latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the 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 11 OF 16 S-3 = SEWER, WATER & FIBER-OPTIC PLAN & PROFILE 00 . LS.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. 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 S. KEARNEY AVE. - W. EIDER DR. SCALE AS SHOWN pressure test. book is not on site. 12 OF 16 S-4 = SEWER, WATER & FIBER-OPTIC P 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. LM & PROFILE W. BROWN TROUT DR. - S. MALAYAN AVE. DWG.DATE 11/07/24 18. The most current edition of the City of Meridian Specifications and Standards Book MUST 13 OF 16 PIR-1 - PRESSURE IRRIGATION PLAN 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public be on site at all times. A stop order can be issued if the book is not on site. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD PROJ. No. 231201 rls Works will inspect storm drainage improvements serving private roads, parking lots and other paving SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL 14 OF 16 PIR-2 - PRESSURE IRRIGATION DETAILS & NOTES improvements outside the public right-of-way. 19. Locate service lines to the points shown on the drawings or as marked by the DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 15 OF 16 DT-1 = STREET DETAILS SHEET 1 OF 16 Engineer in the field. Mark and construct service lines in accordance with Section 504 per COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. 16 OF 16 DT-2 = STORM DRAIN DETAILS gutter, valley gutter or sidewalk improvements. The service marker shall be in place for the final inspection. Service lines shall extend ten ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL - 8. The street Contractor shall backfill all sidewalks at the completion of the paving. beyond the sidewalk where there is detached sidewalk. DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. /SHEETS/231201-TI.DWG .................................... ..Top ===.TQP TOP -TOP::=7777:���TOP .................. .... .......... ...................................... .................... —1 ......... ..................... .....___ ............ op .................................. d0l .............................. .................. ..........d..o..l ................................. .................... ............ ...................%....E.............................. 494.................................................... ............. ..n..t..t..!..5.........................................:7777777777777= ..I...........E. 'MT . ........ .......... ............................................. .............. ......... ...... ap ........ fl­ 0 E FO �± ........ ...... .............. ---------- r3 L--FO W...... T EP FP= FU .................... 9.�..ap. W.WALTMAN LANE ......... ...... ............ ........ ............ 7.— W.WALTMAN LANE .......... ......................... ................... F ....... ....•............ s ..s VA. % 4 -ALI V. ............. EP— 4- N/ ..'. ..... .. :............ 6"PIR 10 I?a 6"PIR 7. 'pa 6"PIRI vcp ol 41 6"PIR .0 ..........2605....... It" .0 -2.0% -2.0% BLOCK 1 .............. Lj 0- 1 2 3 4 5 6 7 8 HORIZONTAL 9 11+00 .......... 40 20 0 40 80 120 < m 4� UNPLATTED cn (NOT A PART) SCALE IN FEET C) 1 C/) & V% 2% j 0 C 6a MA' o' goo u, 0.40% C) cw am 17 W.BROWN TROUT DR. c, cbl 0 C 0 c� CD CD A + T 6010 cn lb% LES L cr- U C) C? + c co, 12 00 0 Z cli ro NOTES: 0 18&0' LL 4 1 4 A.- I cm a it A r:Lu ON 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND ' - ...... . 4" 0 0 Lu E m REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES cm gg 49 10) LLJ moo 4, 1?01 41 1pa 19 CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, Lu 41 `kc? q� 'k& 'k, ov 4, cq) O > STUMPS,BRUSH,UNDERGROWTH,HEDGES,HEAVY GROWTH OF GRASS AND/OR WEEDS, co Lu Lu Z6+.�4.a6 ...... 4 .0 in cim Lu T,&, FENCES,STRUCTURES,DEBRIS,RUBBISH,AND OTHER MATERIAL NOT SUITABLE FOR THE c) 36155 ............................... C-5 4 ........................ 13+93.09 .......... FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FORO c�C/3 E5'2-607 ...... . .... ............... 14--00 c: l rz ....... 12 C)'D "j 0 0 cc cc 0 ......... 0 6, ........ co C13 FUTURE TANNER CREEK FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. cc 13 MULTI-FAMILY 0 ............. .............................. 0 & .......... C= c� 01 U-C.0 L=Lj REUSE.DO NOT MIX TOPSOIL WITH SUBGRADE SOILS.TOPSOIL SHALL BE REUSED AND Z F- Co Lu ........... 2 3 olb� 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR -:L=l 8'SD v (D w 40, 8 9 4, Lu TA 2.05/aI I t COMPACTED TO ORIGINAL CONDITIONS. O Q .......... BLOCK 2 4 C`3 uj = ..... .......2606 :> 00 < 3. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP U. F_13 13+6Q co 4, 36100 00 u- EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE GEOTECHNICAL REPORT CC m co 4 PREPARED BY ATLAS TECHNICAL CONSULTANTS,LLC,DATED JULY 12,2021 AND ADDENDUM :,D C.is 10 12'SD-- K uj ;z NO.2 DATED AUGUST 29,2022. COMPACTION TESTING AND INSPECTION SHALL BE 1 1 b(IO C6 4, c 1� T." Slb PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. NO TIB A 14+83.'09 ol COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO LU vi 1c.0 C? C) -.0— e- co PUBLIC ALLEY CD U-5 V� 1�0 ......-,I +� — - CD C4., 14 ISSUANCE OF BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE C_� +I. �U'R� 0.60% 15 2 0-41-N .1-.0— — — 7 PERFORMED. 0 N 9k oro" IV � �� iAL ION ol MAL & 4, 4, 4-PIR 4, 4, 4, 4"PIR +00 ON -4- 4. ALL CONSTRUCTION SHALL ADHERE TO THE GEOTECHNICAL REPORT BY ATLAS TECHNICAL 4"PIR .N L CONSULTANTS,LLG,DATED JULY 12,2021 AND ADDENDUM NO.2,DATED AUGUST 29,2022. -0 :4. 6"PIR 6"PIR 001' % 12flSD .0 I 15 5. CONTRACTOR SHALL ADHERE TO THE 2023 NAMPA ENGINEERING DEVELOPMENT&POLICY 20 05 ..BLOCK-3 : MANUAL SECTION 101.20.02 AND 101.20.03 AND APPENDIX FOR SITE GRADING AND .......... cp RESIDENTIAL LOT GRADING. :14+00 2 3 4 5 - 6 7 8 9 10% ol 0 CAI A 3 35to0 o rn .4. lea . 41 ........ °fix .4. ti 0 3 . .......... r 0 Cl 600 T, 16 Lj Lu :d 00 10 'LIU g'o s Co -00 4% C" 16tOO 8L lb D 'A %,,zx� K 14 %Ov ...- I I I : '611, % . . - .0 17 eA %. 4 'EN c. a 00 44— C) A ........... 4 c C2 '4 Q dJ. 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APPROVED LED FIXTURE LIST FOR STREET LIGHTING o APPROXIMATE PEDESTRIAN NOMINAL STANDARD v MANUFACTURER MODEL NUMBER WATTS MOUNTING MAST ARM STREET WIDTH LEVEL HEIGHT LENGTH AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 _ _ LOW EATON/STRE ORKS USSL-A02-D-U-T3-MA-BK-I OMSP-4N7-TH 87 W.WALTMAN LANE — _ — — W.WALTMAN LANE PHILLIPS RFM-108W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 106 NOTE: LIGHTING, STRIPING AND SIGNS ON W. WALTMAN LANE, BY OTHERS 100' 7 LANE ARTERIAL 1 1 ® ( ) AMERICAN ELECTRIC ATBM H MVOLT R3 BK P7 164(#00000 .7 35 5 MEDIUM EATON/STRE ORKS USSL-G-A02-D-U-T3-MA-BK-1 OMSP4N7-TH 143 PHILLIPS RFM-160W48LED4K-T-R2M UNIV-DMG-RCD7-PH9-BK 161 3 -,r '•ri AMERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 — — — - �- LOW EATON/STRE ORKS USSL-A02-D-U-T2-MA-BK-4N7-TH 87 • SN ° °® PHILLIPS RFM-108W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 106 i I ( 71'(5 LANE ARTERIAL) 35' 12' ® AMERICAN ELECTRIC ATBM F MVOLT R3 BK P7 133 MEDIUM EATON/STRE ORKS USSL-G-A02-E-D-U-T2-MA-BK-4N7-TH 143 BLOCK 1 PHILLIPS RFM-160W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 161 L 1 2 3 4 5 6 7 $ 9 AMERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 uj ®: I LOW EATON/STRE ORKS USSL-A02-D-U-T3-MA-BZ-4N7 87 i I I 50'(LARGE COLLECTOR 30' 8' PHILLIPS RFM-72W 32LED 4K-T-R3M 73 UNPLATTED ° ��,• OR 3 LANE ARTERIAL) AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 (NOT A PART} MEDIUM EATON/STRE ORKS USSL-A02-G-D-U-T3-BK-4N7 143 i I Y PHILLIPS RFM-108W48LED4K-T-R3M 106 � Lu ®� EATON/STRE ORKS USSL-AO1-D-U-T3-SA-BZ-4 7* 57 v -� LOW LEOTEK GCJ1-20H-MV-NW-2R-DB-700-PCR7 RFS,-54W 16LED 46 W 44'OR LESS(LOCAL) PHILLIPS 4K-T-R3M-UNIV-DMG-RCD7- BR*-BR* 54 25 or 30' NA at 25' MH Of HORIZONTAL I ° S2 I �;- (25 AND 3G MH) 8'at 30'MH �_ EATON/STRE ORKS USSL-A02-D-U-T3-SA-BZ-4N7* 87 40 20 0 40 80 120 —' - - - - - - - - MEDIUM PHILLIPS RFS 108W32LED4k T R3M UNIV DMG RCD7 PH8XL 108 m 0 #00 00? _ DOWNTOWN HISTORIC J 0 o W.BROWN 4. 10 MEDIUM HOLOPHANE ARUE 70-4K-AS-G3-B-S-D 70 12 NA _CC _ SCALE IN FEET : — — _ 0 N TROUT DR. — POLES z cc _ ° o ow * NOTE: Z m N J C C3 #00E?) WITH USSL FIXTURES USE PREFIXES MA AND BK INSTEAD OF SA AND MA FOR BLACK TYPE 1 POLES > LL- . s ° Cv ® WITH RFS FIXTURES USE BK INSTEAD OF BR WHEN USING BLACK TYPE 1 POLES J .. N �. WITH LEOTEK FIXTURES USE BK INSTEAD OF DB WHEN USING BLACK TYPE 1 POLESz � cn 0 W U W N 10 > 0rm�LuS2W m- 00 — — _ wWC) ® :n C) � U 4- STREET SIGN KEYNOTE LIST SIGN INSTALLATION IN ACHD RIGHT-OF-WAY NOTES — '— w I a T oo � r r 12 ®.t ° lol 184� I : ITEM DESCRIPTION 1. ALL INSTALLED SIGNS SHALL MEET ALL REQUIREMENTS PER THE CURRENT MANUAL • ° o c:) o is°s „ „ t, OF UNIFORM TRAFFIC CONTROL DEVICES AND THE LATEST ADA COUNTY HIGHWAY W LAJ � INSTALL 20 MPH SPEED LIMIT SIGN R2-1 (24 X 30) PER LATEST cr CL 1 1 2 3 4 5 6 7 $ 9 S EDITION OF ACHD TRAFFIC STD. TS-1114. COORDINATE LOCATION DISTRICT ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,ELECTRICAL,TRAFFIC SIGN Z F- C Lu BLO K 2 WITH ACHD STAFF. INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENTAL PROVISIONS TO THE o I I LATEST IDAHO STANDARDS FOR IDAHO STANDARDS FOR PUBLIC WORKS O 0 o W o �- cn �s } W �3 CONSTRUCTION MANUAL I S P W.C. W °° � ®- I S2 INSTALL"STREET NAME"SIGN,COORDINATE LOCATION WITH ACHD. (• ) � � 1 I OLU t2°S C#00000 ? ( I ,& I INSTALL"STOP SIGN"R1-1 (30N30")PER ACHD TS-1114.03,AND 2• OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A z z o =7 ° I I U; S3 "STREET NAME"SIGN.COORDINATE LOCATION NTH ACHD STAFF. NO-CHARGE RIGHT-OF-WAY PERMIT. *- o CD 1cn CD 3. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. =m 4. _ — — 14 INSTALL"KEEP RIGHT OF ISLAND"SIGN.R4-7R,WITH OM1-1 (18" ►- 2 I I ®® m S4 YELLOW DIAMOND),PER ACHD TS-1118.01.(4'BEHIND BACK OF CURB),COORDINATE LOCATIONS WITH ACHD STAFF. 4. INSTALL ANY/ALL SIGNS PER ACHD STAFF,EVEN IF NOT SHOWN. `ANAL : I S5 INSTALL PEDESTRIAN CROSSING SIGN W11-2(30`x30)WITH W16-7P ok �,� Fo y -®. 0 24"x12" ARROW DOWN).COORDINATE LOCATION WITH ACHD. y. 01 l2°s 15 C ° 1 RETAIN AND PROTECT EXISTING STOP SIGN WITH STREET NAME SIGN 2�305 BLOCK 3 I SN AND EXISTING CROSSWALK STRIPE,(BY OTHERS) s t�a`l t 2 F. 2 3 4 5 6 7 8 9 ®. 3 I I I sy�q H° P i 16 STREET STRIPE KEYNOTE LIST STRIPING NOTES a I ITEM DESCRIPTION 1. STRIPING SHALL COMPLY WITH THE LATEST EDITIONS OF SECTION 1104 OF THE ° 3 LS.P.W.C.AND THE ACHD SUPPLEMENTAL PROVISIONS. o r uj cc CROSSWALK STRIPE(WHITE),2'x10'PER LATEST EDITION C) OF ACHD TRAFFIC STD.TS-1112.STRIPING DETAIL 18. 2. FOR STRIP Y T EDITION F ACHD TRAFFIC STD.0 STRIPING AND PAVEMENTS SYMBOLS SEE LATEST E 0 0 F C S D w 00 - - - � N C' 00 11 17 DETAILS TS 1112,TS 1113 AND TS 1114. C) 4 ® ®. Ln . �® c#0000D? 23 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING,EVEN IF NOT o -00 °Q v 4 I I ° SHOWN ON PLANS. x W.EIDER DR. W ® ,a cn I U) < o c) I ° 0 0) A o I I #00000 ? m . : ®:®®.- ®.A :. 18 4", I STREET LIGHT LEGEND STREET LIGHT NOTES z -° - 00 v 5 I °' - I 1. CITY OF MERIDIAN TYPE II STREET LIGHT: o S2 PROPOSED TYPE II STREET LIGHT L :-© I 25'FOOT HEIGHT FOR LOW PEDESTRIAN LEVEL.MANUFACTURE AND TYPE MUST BE FROM W o 5 : w THE APPROVED MERIDIANLED FIXTURE LIST. ui ® $- 19 v y. #??00 MERIDIAN CITY LIGHT POLE NO. N o w 2. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT o � ® 6 I VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, EXISTING TYPE II STREET LIGHT AND THE NATIONAL ELECTRIC CODE. m i w � BLOCK 4 I _ #??00 EXISTING MERIDIAN CITY LIGHT POLE NO. 3. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. °- 1 $ 3 ° 20 ® USE THE ONLINE CITIZEN PORTAL AT https://citizenportal.meridiar�cij✓.org/Cizer�Access/TO 4 5 6 7 $ > m OPEN A PERMIT AND REQUEST INSPECTIONS. 6 aToo S3 I 1 S2 m m 4. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, • BEDDING,BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. a o :o ®® a I "' 21 I 5. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM TREES,5'MIN.FROM FIRE o 7 °` — — — — — - — — - HYDRANTS AND 2'MIN.FROM WATER METERS. _ ----- ®. .® _ S5 18 — — z — -� — — — — — — — — 6. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS.ATTACH A -J a O ° a a - REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ~ C) (� S4 #00000 ? °® - e° • a " ' ELECTRICAL PERMIT,OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC WORKS ¢ Z R!l®DY OR. — — — DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. a S4 W.RUDDY DR. T ®® # 0000? S5 LANDSCAPING NOTE 7. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR 208 898-5500 FOR W z 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. w v �_ COMPLETED AFTER CONSTRUCTION ON THE LOTS. V) z (f) 1 BLOCK 7 ° ° ( TREES MAYBE MOVED TO ACCOMMODATE 8. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. o F DRIVEWAYS UTILITIES AND LIGHT POLE LOCATIONS. ° ° ° I BLOCK 4 I �w W — — 9• VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO Lu S3 - - - - - - - - - - - - -j INSTALLATION. W cr cn cn 10.ci THERE IS A 10,STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS 111 11 `� '® SUBDIVISION. T i 11. ALL STREETLIGHTS AND STREETLIGHT AMENITIES(CONDUIT,METERS,JUNCTION BOXES, I II ° ETC.)SHALL BE LOCATED WITHIN THE RIGHT OF WAY/STREETLIGHT EASEMENT. c„ — — — — — — ae. FUTURE PHASE TANNER SCALE 1" = 40' z FUTURE PHASE TANNER I I o _ � ; � ° ° III z CREEK SUBDIVISION �� ° CREEK SUBDIVISION J DWG.DATE 10/04/24 1 11 BACKWOODS DR. ° sue---- W I PROD. NO. 231201 III SHEET 3 OF 16 / �� / I Ia l (SHEETS/231201-ST.DWG I I�! lA5 ., l.'�'l ., N .. : I t��41 *. IL a ...............................................-.1................................................ .................................................................................... LLi I . . 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': . . 6=mmF - 6=mmmmmmml : --- ... w 1 ................-- ........ I '. .. . .-,, .., - . . v . ... 2605-147 . - > . 2 3 4 5 - 6 7 : . HIGH POII'fr" 1_� .- t_l_`­ -__ ;V ;i :: 8 9 .... 1 : ..... . ... . . : . . . . '. .. . -, I " . - "' 11--oot - 1 1�_bo : - . - I I .. � __ .. : .: �*' I &,�� :Z,. ..a 2605.14 '.'. '... ...... .....................­ ...... SCALE IN FEET .. * : . .. .. cr_I . .. . 1 4A ... . .. ., . .-- - .. . . �:e ,_., .. I -?ez�k, . .. .-i ..... . .. * ... . <, ......FUGH POINT i .. .. Lu . I .I � . ... -_ .. . UNPLATTED I .*.r 51t) cn "_., 11+54.99 PC ...: .I.-Cc ...... . I (NOT A PART) 11.+50 �. - 36.01 - . /r-2604.92 : -<a- : = : I I -.; I-cl 2664. _\ : - - � FL=2604-65 .. . `_.... X - 1 50.01 ROW I 10+38PC .. . ... = . - ..MON.. *' . ... STREET KEYNOTE ITEM LIST C) . . . . ...0,. / 5.01 13+09-.'06 _:c. . . I " -. . -as*-- 2604.91 . ....;l V) . � .. 4- .- I �.I. : _\ :: ITEM DESCRIPTION a� -- I I .. \... t FL=2604.64 2�&00 13+13.18 . . I Of 11+91.49 4. 1.1 . 11+05 GB 11+55 12+15 1,2+65 2606.02 2606.40.. : . . 10+45 - 2605.38 2605.62 -82 - . - * . : - 2604.77-\ . / : 2606. .. : . SEE ARCHITECTS PLANS FOR AMENITIES. : 1 2604.94 ':�j . c� 2606.70 - I - - .. U) .: " - : ..� 0 --ij cc .. -. . .. � g CD . -) . .. . :R-=2604.56 .. ,"� f .. I . . - - f .. - - : I . INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1 132B AND INSTALL A SIGN STATING THAT ROAD WILL C3 : , 2606.70 : . Lu I I . . - . . . .- .._. , - ..... ....- .. . . . - - . - ... . . 'I - .. - ­ - - 1 3 .j�-.,, - - ..0. - . 7. . .. .' 4 : .. . -- . : . m c_ !�] . .. . .. , '- *. . � .- I . .. .. .. , .�- --1 , .-.-/ � '" -7 - -4 it-I., - BE EXTENDED IN THE FUTURE".COORDINATE SIGNAGE WITH ACHD STAFF. < =3 .- . - . ... : t - � .T. . - Ll - __ . - - � .�: . . . - . . . . - � 12+00 . * � I - - . . __ -, - . - _., a . . - - _.- . * ,.. . ....� ... - 0.40% 1 Ift ­*�__ - I C6 cq :: ..- 0-8 c.n; . .�, ­* u� 14 W.BROWN TROUT DR. (D ... -4. ... "vT- I - I: . � INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1 132A,PER MUTCD PROVISIONS = --�t 2 74 F_ - . 2606.38 -, -.-*- - - . 13+53.43 0 f I Z:) 0 : , *_ 2604. _\.� c, 1 f+9 1-.4!� -1 - .w F2606.23 . _. (::D : . t) - cv * 5. : 4- cn uj 5 ". . . ______:__ 9 1.� cc ., CD 8 1; . -. .1� ,_ � I , . . 0. . m t� I I . 4- : i -!�2. i (_�421 1 i .. . .. . - . /_ CD a: 'o : - C?. 0-1 - : .� @ SECTION 60.02.THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. 8 = -_ : - - I - P=co CD� : : .-.�2 T -. . . .1 . . __ . m a) ------,, - , zi�c-) CD - I . \. �R 12--00 9 r_.: 9 &' CD O z ... . : cli -) ..I 4 : - ,;bo -, "14" cli -a- :-: rl' - I Cl CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701. LL O 41. cco) = � . . . T �.j C) . 36+53.05 .* I -. *. :: �- 11 ...I*- � , : -I I c\ij .) , >-_ . I . (�) (,o I e- 2605.01 36+53-05 *. . ��__ ., . . �_ . i 1. . ,A cm �E ffi , I : @ .,. . . . - , -, , -.. I.- . - - � __ - . - .- - . �_ 0 f - � 2 . , . . !� . - .. .. - • . . � N * - . .f.-.-- - ..�- � - . � ll� - -.-' -.-A:- .�. -- . - . . . - I - !!5= , I END CONSTRUCTION 2605.01 .. I . '. : : : . - - A' a N, - -:�* :�' _- -I' V: � - , .. .. _- - . . ... . . . . \ . i 1 1 .. - I G2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. , I . . .. A. � . ...- . - . - -_ 7 - ffi w E5 . . . I - .....4- . . . -­ -I I - I . I - . . . f�f. 1�1 V N Lu r- �_l I END CONSTRUCTION I FL-. 2604.4?- * -_. . . I --____.....__ : . . Lu , .... . . 10+38PC v a:,t ' '''. - 13+81.80 : C3 CONSTRUCT 6"VERTICAL CURB (NO GUTTER)PER ISPWC SD-701A. - Ei, - . I : : . &. : - t .. : 41, . - , , '. i7j Z W �_ *. 12+50 - : -2604.83 L6 '. . - "ram�m .- : : , : '-,... Lu 5 �- B2 B2 ,;:s '. : I " 91 , - 2606.38 : . .. : '. .. '� : CONSTRUCT CURB TRANSITION,VERTICAL CURB TO ROLLED CURB. (5'MIN.TRANSITION) 1. .. . : +80 13+09.06 L6 C4 25-p . PAI aD 2604`�A - : I FL=2604.56 10 \\-11+15 171+85 V12+20 V12+55 '. . I - O > 0 lr� �m-2 L ........'.. TS .� : : :. . . * ' 6+54 .. . . . " 2605.05 2606.00 . : o :) (=) fa WLU �� , - - - 1+73.68 GB CD .. . _.. . ..�_ 12+28.1 9 PC 2605.50 2605.64 2605.78 : : ....... - - ....... ... , " .... I"--13+93.09 : 1*1� = -L. E5 . Lo . ......................�..... C5 CONSTRUCT 5'DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. � 6-:55 2605.42 ­ : ., `-2604.62 j 11+05 GB _....­ .... .12+90 1 : . �" . : ........... . 13+93.09 2606.44 1 3: 1 4 � .. � . : ,-­� -,*,**...* :* o C/i E - **" . " :, ' ... - .2607 -. . a ... 1___7'__r_,�..__� -- : ........... .. : _.. ....... '. C6 CONSTRUCT 51 ATTACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. � - , ..... ., . . . - 2605.18 . �605.92 ... .. cr_. � . . . . . - DW --FL-:2604.35::::::: ::::: . . 14-00 . 25 Z ..... - .. :i , .... ..- __ .. .**­.'...4 .. . ,.�.. . ....�..............i . *: . __ .. .. .. , c)o �� .-...m07__­* . _.. .. .. _�@ . . . . . a- I FUTURE TANNER CREEK .. ."7 -.1. , . - . .- ... I . . . . , .. . 0 ... � 12+70 LP ...,­­­'..... - - _. .. 12 __... = 0 ... : . . ,� co .... - I . - ........................ 14+16.96 : .. . . -FAMILY CD -1. :E " cc 4 ... ........ -11, . 18 ' --4 . . ........... ........... :: .,: ". .... ... . ... �- T� E�g � , . .. . : .. 1-3+93.09 - t - -2606.54 % . . . . MULTI cc CD C) * CD co *'*** ... - .. . .. .. - -� - . I CONSTRUCT COMMON DRIVE,SEE DETAIL ON SHEET DT a. (D m m u-cm - e . 6 - .....** , :::::*"* _?1*1__-_ . . .- - 0 -� - I ...... --................................ - - E) 0 0 : �,-2604.46 : : : . t /" - , . . ­"*� 26.06.44 ...... "- . . ... : : .. ... '. , .. .. >, , .. : . - . a! . : : * . . : a- . - .. . . � * 2-:7-183so.0 i .� . : .- . . Q. uj -Fr uj . , , '. . . 11-11 -., . I- -_-: .- - : ....:.... - -, .................... V., - ., MS - 12+70 LP . : FL=260409 . ............. . & � V DW CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWN AND ACHD SUPPLEMENT TO ISPWC SD-71 OC. 2m M -A .. *��z9s--. . ------..*,-,I 1. L. . 33.0 - -1 e-1. ,--.-,. : . :::::::::::. : . . ir.. V ...................... .., 2604.46-­ . ,. . _.., -.' 2 .. . . ........S" 6 : 7 :.... : 47.0'Row _­ .. Z F W L, m . - t . t : 8 . 9 . .. ' i CT� . I � , *. : . : .'. .1. _.". I .... Ll INSTALL CITY OF MERIDIAN TYPE I STREET LIGHT.SEE SHEET LGT-1 FOR STREET LIGHT PLANS. - * - -2.0% . . '. : . ". . � .. � uj '.. 1 FL=2604.66 � ' I I : T:&l 3 ......... 4 ..*.*. : �� < < I .-10 I FL=2604.19 - �&. .........* *­ ;?609..*. 1 '***-.-. : .. . 5.0 . �_c K t:E . . . 13+09-99 PC *_ .. 'I- . .. ' . O. F.. : �I : . .. .,.: .... --ow- *. -wo- :.. .* : .... ............ . .. f . uj , .. a . . .... .. . I 1-13U 13D , - , . BLOCK f . " .. 14+58-09,.PC 5.01 . .. . . . ... .. .. .. ___m"-, ' - 9 Lu . . . . "' . 0 c) om * .. - '. '. . . -2604.70 1 ... . . .............. . 2606.70 No " ' L2 INSTALL CITY OF MERIDIAN TYPE 11 STREET LIGHT.SEE SHEET LGT-1 FOR STREET LIGHT PLANS. Im . . . 35+84.39 LP .. m. 2605.87 1 .. '. : . I . .4 .. .:*. .............2606 . .. ....." . . I i�t .* ` LL 0 . r%% � 13+00 .. I .. . .- - , . I I 13+dQ :: �� / FL=2604*43 1-0+33 PC ..*. 4-' 2_1 2 . 13 -,. 2604.74 .. 36-1-00 ,?,Npj.v � . ". : . - I%__--....-____*" 11+85 '. *. FL=2606:43.. . 0 �j >m t� *. /I t `-­2604.94 < : I ms CONSTRUCT 5%&OR 1 O'CONCRETE MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. m�j :� I . . '. : . , - : am M FL=2604.47 , : : . �l I I '- . ,...* .- ..., �P.F_- --�, 4 - : 0 m _\11 1 2604.641 : t .. FL=2604.67 10+80 11+15 2605.94-\ 12+20*: : 12+55 12+90 13+31.06 PC ".01 -�E -."--__@ :: , :) E I'll, : 260 .25 2605.48 : . Ll Is : . c_n'. . .z 12-SD-� I 1� - , -- < .A� : I PV INSTALL GRASS PAVERS AS SHOWN.SEE DETAIL ON SHEET DT-1. Z Lu z i ..l% 1+00 HP : 10+45 11+50 2606.17* * 2606.40 2606.63A 260689 ; ­.... m I: z = 0 . : " .I '*'N' .1 . : VG : .�k : ix 1 !25 * - ��2605.02 - 1-1 .. . : I I 0. 2606.01 . : 2605.71 -- FL=2606,62 ...1.c/i I Tm CONSTRUCT ALL SIDEWALK ADJACENT TO OR PARALLEL WITH CONCRETE APPROACHES OR PAVER SECTIONS TO BE 61,THICKENED = �! �c ' __ .- .. $0, _-, �._. : -- .A : cn a zo : 13+3 . 1. .1 -- m -- . \-FL=2604.47 1 �'- 99 - - . 11 11 - !; ,. 11 _ .. - 14+83.09 . 14+56.96 U3 ­1 . I .. ...do*- . 11 �� . . \_ @ CONCRETE. . &_ C4_ \ 0. ..-ff . 11 11 C) 9 11 11 .. 11 (.0 . M Lu ... . : CD :: 11 11 I ICD -w �._ ca 0- 13+34.99 CD1 .. c�l .. ^ 11 ­i I I I I a D a&-:) CD :: 11 PUBLIC ALLEY c") cli -'� Lr� . 2606.70 14 : I . .I - . 15 . mft�-;::j� __ -i-� - - u L E�- I +i H I 11 11 �* Ig c-,j-. .1 Am I.- 0.47%�: ': 'j 11 11 -L' g , 11 11-c=; (6 :: i C2 I (0-. :.a 5.0 ------­g664.'6� -4 �21 -'F- _: : - " v--- :: I I I I I I I SAWCUT PAVEMENT AS SHOWN ON S.LINDER ROAD FOR CLEAN EDGE AND NEW STREET IMPROVEMENTS.SEE DEMO PLANS FOR 2 3-5 *�. . I I -a- 11 11 cli 11 11 �_� 11 11 - - -j 0.60% _ +-. : : in '" ............... / : I I . "? . :____w A � 1. I 1 1 -2.0% . FL=2604.64- - - 0 ADDITIONAL INFORMATION. 00 ®NAB. . : 0+67.50 G� [_� ____ I �@ . . . . _.� -.411-. - :. I I . - - �_ ... I 04- ;--- EE Wr- ��-�T6+- 80 `* � - . %, *0 : '4 : W�ff' . 35+24.39 .. . 2605.85 : 13+50 - '' 4uPIR _.--.-�_ . _*10 ��- ... .v "... �)--4,,PIR - .__ %a . .. - . . . ... Or -::- - 2604.94' : i . I .". --",*\ . I :: . 2605.71 2605.94 2606.17:: 13+31.06 PC - \ .... -- 2 �_� 101 "' ____ 12__�' ­ _/ __ @ CONSTRUCT 4'VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. - 1 605.10 __/ , . C6 - - �33 2605.25 11+50 11+85j' +20-.. 12+55 . LFL=2600.5 1 'i - 2604.9 k� :: . . - , �FL=2604,75 -..-.- �* 8 ...... 2606.40' 2606.63 '. .. �___- � . %I-.-.. -,�, 10+45 . .. � \ 1 -611PIR __&_ 'N le _ ..... . '. - ..__ & e - - __ 0+29.94 GB .: L 2604.71 ..... *. :: 2606.93 : \_14+96.96 .. ;o . . 1 2605.05 11+15 ... ". :: .. , . .. . - �m-- ll� 0 A-12W-4 . I- : 1.. ..-. .......... ... - ( '-1.2605.50 1 cc 0, ... 1 13+59.99 PC 2605.48 .......... ..1.l.... * - FL=2606.66 A : 2606.86 15 ... 20305 . . .. . � . * - a- . . . :.. , .1. ,....t . : : 1; I :: - ... cr_ : 1. . .. OCK"3 : ; 15+08.09 PC - . ... . '. t 1/,,I/t"t . . 13+73.58 C2 C2 I@- I :.. : . \ � . 2605.01 : .-BL ... .. , ....** . a. : . . .. 13+73.58 . I ...... .. (p = .1 . * .. . ._� . . : I . . .. co - - . . .. 2606.90 . .. . : I .. T .. FL=2604.74 : : 6 " 7 j .. I '. .1 0+00 00AH 2 2605.09--F/ . . 3 4 : 6 : : ' ... ' - 2605.09 : . 8 - , .. - *. I. ' - - \-" - . Of .* . . . : : ..* , - : : . . -, , 35+17.42%-8K . .. FL=2606-63 , _ . . .l.. ..� I - 1. : FL=2604.82 1 . :14+00 1 1 1�f FL=2604.82 2 : '. : .. 4 -% *. . *. : . ,.,.,, : %.- .- : : . I '.3 .., �_.. ti 35too .. . 2605.14 .. :* * _�. * , 0 I .1 .- . ... ., . . - : :: 15+90.09 PC *..-:.@--(& 4.I *. . .... '. : :: '. .. . . I I I . : ........-___T 1 : � , *.* - . *� .1 14+41.99 PC '. : :: �.. - \_1 5+36.96 1 .'. I . . 14+00 :. . . . * : :: 2607.23 1. . .� . .. . I oa � 2607.02 = I - :: :. . ........... ,*34+64.39 . �� . -. . -2605.53 t . a- .. .-- . : : 16 '. . ..4 , N :: l I _@ & -,- \-34+85.90 2605.26 1 i I . . ..... '. :: FL=2606.96 . . �. : . * : - .li� = '. : .- : ... . .. cc '. . 2605.40 .A , , .. STREET NOTES: I t&........."", 2605.46-\ .-' * FL=2605.26 , * ...-�601� ,j - .. . .... , . . * . . , N , I I I �. : � .,�/ ..-TO"* .. . . 12+55 13+26.06 PC : . I . . . , .......... :: \_ - - . .- ...... ..' :: I q . '. 0 v- - . : .4 14+41.99 GB ., t. 10+38 PC . . . 2607.44- % : - _.- 34+45.94 3 __L"..� f.:: =..-.t / -2605.74 .... ....... 10+80.. :* .'. 2607.12 : _.. '. 1. MINIMUM TASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS,SD-301,SD-303 AND SD-806. C:) .* , .- uj 2605.53 ".. .... cc I. 7\ 1;�j 1 0+4 6­G_'13" " " ..,....2606-.. .. FL-2607.17 :: 14Ni '..... Z) 0) :: . - . ��. %. .. I. - -L=2605 47 - .. - . . : 12+90 : .. ., CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR "_ a .. 16 ... � . 2605.64 1 .!. .... < . 1 2605,719 -';'-.. 2606-01•-..- 11+50-­­­­ 11+86 : :'* 12+20 . . I : �r �- Lu .. ., 1-1 . ' . _: . CD :: . /I/- I '.. / �!e .. � . :: 2606.67: : -260 3+21.06 GB t I t _T\'\_15+76.96 .... USE THE FOLLOWING: & ui 00 : = I ,A 1-1+15 f-2606,45 : : 6.90 2 . . .. * . . . - : cc 4 1 _ -- . 7�>l . . . 607.34 . '.I _ - - . . 2607.18 L . I _ , w .. . 2607.54-\ '% * 0) . - ;m bg 4_.. I,- .. _ , J�' I ' . . : . 1% 16+00 . '. ci I I .. I : -26M.23 . : : . :D Iq m BLK 14 � . § 4. ...-I...... .................... . "I�� .- . . �_ /_ .. : I . . . -FL=2607.02.:. 17 : LOCAL RESIDENTIAL-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH O-)MIX PG 58-28,2 1/2"OF ASPHALT,411 OF 3/411 -, 4 q . :. I . .. ,. .. � V) (0, � - ---:- 41 . . I : 00 ... .. . A . . . - CRUSHED AGGREGATE AND 14"OF 6"MINUS PITRUN. rl,) C) I ca CIO i .�.. . -&&,��-....Lo .... ` I - - . . ... - t : C).'A, . .. , I FL=2605.32- - . __ ... .. . .. - . . - : O 04 .. 0 alz . .. . .. -. I -4 : : 1. I : %--., -4 . . I '. . . . --*- : . . > I w . I . ... . Q 4 ., '. e : ; ... I i e_ , . COLLECTOR-AG MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH 0')MIX PG 64-28,3"OF ASPHALT,4"OF 3/4 ...34+05.94 .. CD C? : * .. 3: cD :. - "I.........*.......... x 1. . ui 0-m - 33.0 - . . : 0 - cD,1 4+78.4 9 ,`7_� CD W.EIDER DR. cl� CD : : . - . AGGREGATE AND 20"OF 6"MINUS PITRUN. jr 0 U) =a . 4 �9_________l* . f � C=) - c� .. Q�j- Q , 6 00 .1 1.0 I - =a 15+00 1 . - - : CD 1. CD 34+04.39 . :: '-.1 !��- . . cc c� 9 I'l 6+26.59 ,� 'n k U- m .. - ., 2605.88'. . +i .. ............ _..I . i CiD i . � '. . : .. no ............................ -�-�- : -------E:) co - I i to - �_ :E =:) _" I 47.0'ROW � :, 2605.76 - cz) .........-.........ll;m�' cl-i , - .. --- . : 2605.82 --, - . aR ....... - aR . .. m :2 . _+_ : U) < . u� '. I :,: - VG 17 c%i : r_.� Lo '. C) w - ­ --- -,)\.* Co : : .e : . �,N_ ­ __- - 0.40% � ( ) � . �2 . \_16+16.96 : .� : '. . : : 'IT _: : CD � . I \-N � : *� 0,40% - . : 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH UTILITY 000 .- �.� __ - ---- : . . I --*- ___:,� . : 4m '. -0 - .. . � . - (�) -- I _@ 2607.34 18 0 F; .. 3440 ..-' �'. - : '. I I ... / 15100 . \.. -.... .-. _. - .. .:..-, * , . . .. . . �l� - I . . .I I __ - : COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK IQ iE .C) . - . .,i.d . � ...4 , - - - . - . i, : - . . _1 -)�_�:. - - . . . . -. - . . .�,� - .. , - � . - - j -�.. . .. . : 1. - -N­_ - � -, - ... - 4',.. . . . I z I _' ---,p 5.0' . .1 .. . : * 15+14.99 GB - FL=2605.47-I � . . . � . . .- . - . . . . .jj� � w. : TELEPHONE. < < 00 . I . . . : I - : .. _.- .:.. - . .. . . : O000) .. ..... N.. .. * �-FL=2607.1 - I . - 5.0 --�,.,** -� : .. 15 17 . , - 5 2605.82 --, \ +45 GB 10+85 11+25 11+65 12+06--.,. .. I . W W ­% I . ""' \_ \_ I\ '. �s_ . uj . 33+65.94 '*. . ' _ . V12+45 ' - . . . : 13+21.06 GB . _0 _�I : *. : 00= . ..... .... - : I L.. . 2605.85 2606.04 2606.29 2606.55 : : .. 2606.80 *'--. . 2607.06 . % 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE ui . ... A 2606.12: '. . : : .. 1.0 : I . .. 1 5 . .. : . .z lz�:) 2607.6l...-- - .. . " . I : CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE :2 04 - . ­ 1­1 . ., *. `�� ...... . . Id : .... _. : . *. . .: .. - . . . .. , : ...- . .. ! � .� . . '. I-C). .. ... '��. \\\ 16+56.96 CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND 2� (D . // 15+2 .92 � �I 10+38PC 10+85 PC . 12+85 ...-.--I....... 33+44.39 HP ..0 '. _.. . 2605.82 2606.04 : : ...... '. 2607.31--*'l 3+26.06 PC . . _ : 0) a - , : : .. .. .. * - .. - . . - ... ,, k- 2607.50 .. -342-1585 PRIOR TO ANY c*4 0 . . , .. -'- - . 33+44.30 HP .- . - FL 2605.55 FL=2605.77 . . �2�. - ... 2607.52 . r I t �, 19 ....... . PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800 C) .=_ - . . - . . . . . . . , . * ............2606,1-87\ i . : '., 4 . I = . . .. ... - I ... .... ... vl- Q_ ... t ,.. // 2606.18 : . . . . . ' .. .. EXCAVATION. . . .. . - I , . . FL=2607.25 16+63.09 PC - . . . . - . , ct .. . 15+14.99 PC . . :I � .!.-. ... ...** ..... . � . _.. . . . . *. '. 2607.52 ' I . ., .. I . .. - . . . . , = . . . . . 607.52 � __@ .. I , ` . 6 a_ . 2605.82 . . . . . . ". 17-00 - ""......."', : .. 33+25.94 : . _.. - .. . . FL=2607.25 . - .. /I - : �- . . . _ 1� 4' .* . . ,\. .. : � - FL=2605.55 . . .. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. . I - . . . s ... . . . . �� ®- 2606.1&. .. - ... . - .. . I . . .1 .4 ......... .. . :, . Tm ' .. - _.- //' . ... - . 1'5+29.92.... . : : �. ... THE GROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5%SLOPE.AS A REMINDER, . .� .. . . _ . . . . : .- .. . .. BLOCK 4 . 16+96.96 . w . .. - . . : . . I = ..: _­4 ... 2605.89 ._... : : .. . \_ .. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%;THERE ARE NO"TOLERANCES"ALLOWED. --------- - - . . . . .. .- .7 . %o ... ' ' -4 2607M Q w . 32+94.89PC (D . , : . _. . . 1. ...-20 -m. .� '. . ..... . . . . CD a- .- .. . . . 18 .= ..- . ._: 16+00 HP - I / 2 .. . . Lu _'. " ma = cc. .. 2606.19 VC . -@ @- _'­@ : .. 3 4 5 . . 6 7 d' - - - cc . 6 . : : : .. . . 8 . ­ . . . . - . - I - . - . . � .. - - _.. : .. . ...- ;z .. * . . ` I. : .. : - .. m .-- -2.0% -2.0% .. 2605.84 . .11, .. .- : .. .. :� ... < . � . .. � ..1 8+5 O'HO . A I :. .. . :, 11-1, I 0 ......'. _....... .- 2606.21 : : ' :;� -.001 CA S. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H (ROLLED CURB)OR ISPWC SD-712A(VERTICAL VM4 . 4 . " ....- ... , ..- .- 32+87.39 PC 1 / __ �6,f��®� ........ ­ * FL-2605.71 .- 6.21 " __ . I ..� 76' ...­-- @� CURB)WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES SHALL BE RIGID INSERTS WET-SET INTO 18+16.68 PC 33-00 . * FL=2605.57 17+29.68 LP .... ��99 ,* .. . ... :: .4 1 �E ., : THE CONCRETE(CONCRETE STAMP&ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW PEDESTRIAN C6 1 ... . . :- . . . .: . .. . . : . 6.96 :: . .. : ... :. . - < . : - . . . ­ .. .. .18+95 2606.23 FL-2605.54 . \1 I .. __ . . : I . - m 4 2607.82 1 . RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-1 17.1 REQUIREMENTS. -r 18+71.18 VCA 2606.02 VC .01 - 2605.52 . I N�-,,_1 7+3 0 0 .89 2606.15 VC . 4 - - I " . I - I . I : ...... . 3i 2� -- - - 16+ `H .. " - . � : ..FL=2605.25 . . ­ 00 P . . I .. .. < 19+00.68 2606.03 VG I - . Ll . a .. 4"PIR ... ... *1 4 i U.) . : ....... .... T--- M. �R .i . . ... 4"PIR :.- � : 21 ... ..... -' . 2606.00-±VC - 7 \ - . ..-. . 2606.91' ., '.- ____�s .�i - . - .. �.. -OF-WAY SHALL BE 4 ,3� \ '. luoq'l VG -:�. - 4 v . .- . .. .. - .,. ---I - - �- lo 17+76.96 ......... ..-,... 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT . "I- . - - . _. - .- . ' . ..IATCH EXISTING ... ... i I .- - •-i - _- - �c� _ .1 . _... . . ®-,l - .< . .4 .: . - ...._.. * - .- - : ... .... ... . . AI - ",................ . . . 'a .. ,I ::� � 2607.98 '. .. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO .......­­ . .. .... _��_-- . -­�;.� - - % � . .. ­ - . . .- V. , . _� .. . . ..4 . _�� Z - - - - - --m. - ® 4 � . ..4 . : . .16 4, :,d . - ... . I - : : 2! 7w - - .: :, _ . . ., . � 4 FL=2607.71--;4"PIR : VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE . � 11 . .. 4 - . I 0 . : . . - . - . 4.L- - - ­7 � --112"S .1 - - n :D ,; - . . __ - - . ------_ - -7- - 7 . <1 . . . -- q * - I-- , I "' FL z: 1 1 1 . < .- . . I Lw_ --- _� : - _ . I : : 4 . et G3 I I FL-2605.32--,*' ............I.......a._- -I.............: UZ . _L � '. :: . 4 - .- - . . .... 17+76.96 '. : :...... ..... . -.A. '." :: 4 ' 4 4 . . I ---I B2 '. : : COMPACTION TESTS. 1- 0 Sr. I ........ ........................ _� . . ,1. . . - - Q. � 18+69.82 �-_? 1 -06 ...... . . ;mi) 0 0 : : I I : dci - �4 C) *. :: 6 - . . . ,d,,7 . 44 . 1 2607.98- : : : - .40 - �21 �e C,:�; �. ' MS , '. :: . . !I 8+10.07 M, : : - lu+ . . . n !�.2606:59 IVC 30.82 .CD.' . . cs I . FL='e" 107.71' - . : : C�) r-) I i if (p ��� C2 �_.4.1 Q) '., Ivio 4 4 .. . .- <7 - . .. :: 6 1 1 1 1 r 2608.32 VC : : .: 7. SEE STORM DRAIN PLAN,SHEET SD-1 FOR STORM DRAIN INFORMATION. , i 2606.63 IVC 1 `­ c,__ I- . . '. :: . - . ­ 8 0 '. ... . 0 �_ - . . . - Im . �2 t 32+42.39 . .. *. -0 < � .... rl- �� •. '. i . .. r ' q FL=2607.84 .... . uj W R1190r DR I . cm __ n �l � :: I ". . '. 19 (4 z " � '.. �� �-- DW 4'.. C2 .. . . cl� .. '. -_ , . . '. , I , , . 0 UJ -1 "'� - FL=2605 32 e% .� I `� W.RUDDY DR. * : -, \� 6 . . - . � .4 _. . - I . - : �= . . . . -.do-- . - : , .1 '. . : - . , Ll . - . . . Cl ­­­'___.. cFL=2605.46 � .. : , ® ..4 _@ 18+25.07 PC '. I ... : ?� .. .. .1'.4. . .1 - - . . .. : t_..) cc . , - - - ... � - . -.411-- - ­,p I : . @f * 6 VC . : : LLJ 0 - - �._ 9 a . 0 . 26085 . .... *. , .. . ----I : .. : I :: :: V) . . �_ . 4. . - __. - - ----. ..- cc : 0 _4' . - �! . ___�. FL='2608.08 : : : 4 z , . . 19+00.68 '_.... �l I 9- I : . . FL=2607.90---' : : Li- < U) "I : * ll:� 17+29.68 LP : D 4 -,,. ;3 4. '. . , -I . � 0 - : :: : STRUCTURAL FILL NOTE: llzzr : I :2606.00---t VC co I TO N : - 0 Ei / I DLUUN& I . . '' 10 A ..- o : : : . 2605.52 : : : . MATCH EXISTING I - : . � ci .0-- PV I : a-- . I - 0 . ..- . 0 1...' FL=2605.25 BLOCK 4 . .. . . .­, I .....'. ui . _0011� - " "I AT - 4 ............-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.,,,-', . . _ --, : : ... IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP EXISTING GROUND AND . Izz- FL=2608.01 18+95.89 18+71.18 18+16.68 PC . _.. I ..... - .. 0.47% : : .. .. . 4 ... .. - -F- : : 2606.03 VC 2606.15 VC 18+50 HP 2606.02 VC . 31+97.39 PC .:' __j �� . - �- : : - ,Q� :- : . . 1 4 BACKFILL WITH STRUCTURAL FILL PER ALLWEST GEOTECHNICAL REPORT DATED SEPTEMBER 27,2024. COMPACTION a) 2606.23 VC FL=2605.54 ... 2605.84 : u -. - : : Li : I I . - : .: I .. : - - . 18+52.07 PC:: . TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH �;) U) co 7' - FL=2605.57 : - - : : .. = I : E -­ .4 - .__. (G4 . * : : ..... 31+89.89 PC . . 2608.56 VC. : .........'. `\ 2 1 1 I \ ' : p . AT . . . .-4 Bl . . : ..... ��.,. .... INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF z :E : L_ . -FL=2608,08 - - _ : .. �.. . . .' C) 1 2606.1 9 VC ----. 31+i4.89 : .. C6 --' . . --A : ... .. BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. FL=2605.71 I I. I I@ I _2606.06 : - . �., .. ... : .. .. U) I. �. : .. . : uj : .-... : . ... .� 18+67.07.P6 5: : .. _. .. . t t .* ' I ... : 1 31+84-89 END CONSTRUCTION . .... . : - ' . . : ... . . .- . . In .,.. i . . . 56VC - : .. A . i. -2608... . m 2606.06 = i . .. 4 . . .---I I I I :� t � . ... -. . . <. 4 . I .� - . : . . - . . FL='2608.07 =3 END CONSTRUCTION : F- k 18+86.96 . . cn - - - - - : rl_ A \ 4"PIR : .. - : to - - - :,. : _/ .... '.. : I ... . * : CD Sl'�S:���, IN� r � � - - - - 2,FL�_ - - . : 14 ED 2608.42 ,18+86.96 . . SCALE 1 = 40' , . FUTURE PHC6E TANNER i I'', - - - :.:. , .. .. ) ... *. : . , = . - w - 1� 1, _,� : : (9 0 C6 CONSTRUCTION . . .11 11 § 11 __ _� END CONSTRUC '* . - �, .%, 11 ,, . .. .. . :. ..: .. : --- . .- ,�2608.42 .. , In _.. . - - - - - - - - -, . :. B2 - ��''' : . '�*. B2 I III: "\ . '. ., . , . & , "' . .. . .... .. . . .... : --- ---'N , � . .. *= . GREEKqQBDIVISION I , : . . : ,6'.� .. : .. '. .... , ........... ', : #: - . -:" '. - . END CONSTRUCTION .. I , ... DWG DATE 10/04/24 ...-........ . : . . - . .. . - - , . ................ : . .< .. , '. , .. . . _7 . 16 : '. % '_ - - -.. : CD . 15 : . . . .. *.. , . Lu .. : i . : : : -. . .. ... 6 ig I../ . .... , '. : (D CD �_l N, . . .. ........ . - - - --f I . I I I I I C:) W.BACKWO005 DR. c, u-) -- c::,�31+1 10+00 CD I ... . . 4- i - - -------+-I- - - i - - i i -r-i___ : : -. . .. . CD'. Il 1 19�30 ......-I-1 : : : . PROD. NO. 231201 = .. . - : : .. . . . CD - - - - - : . .. . : : .. . . . . . . - ._. . . . . ... : 7 0 ... / : ,.. .• - ... .. ,*CD ---I ....: : .. . - _ - - 1 - �_ ...2667 ' �_N ,; _­_1 , , 4"PIR : . ------+ .. - + . I �_�! . . . �� - . ..--, - , . 2 11 . - - - - .- . . . ... . : . .. . : . . . . z - .- - - . : ...� .. *. .� - . \ . . I ..' .. .. , .. - - - -------- __ - - - . . . '. . . .. : . . . . I1 -1 L .:-- - - - ____­�_ "I'll" ., \\---" . I I 1 11 FUTURE PHC6E TANNER z . .. . , 4 . - -7 _ .-- I,;--._­... ­ . ..., . : . .. . .7 .. : ... -, . . SHEET 4 OF 16 � ... .. ,- , , ..�_I_l - . `-7- .. . - '. . . . ... . . : I... .,1 I 31 tOO . .. -��- ; .14 ". , . 4' : .- --�, � -,- - - ---------­, , : .. .. . - I - F . � - . .. : .. '. .. I - - - . ... � 'T- �' : . .......I.V .. ... .-. CREEK SUBDIVISION : .. ._.. ... : . , - . "... . . . . . . -:--,.L------,.�- . ./ . .. .. , . .. ___. ,-,-,,,,,, ,-. *. : .. . . . . : . .. .. ... ". :: ... ..... ..�. ... . , .. : ... ....- ... -.1. ... .. .. .. .1 - _`�_ �l _- "-. .. ... .. : .. . : � I : . . - \ . - ..\ --' . . .. .. . . . . - - - . '. , • : . _. .. .. .. ... .. : - - '- . .. -.... : - --- . . ,_� "'i -----------g-­--.------..---------. :E� -... ---.--------- �- . . 1 7) 740 - ��x 4 - �Z2/ .1p= I ( --0% 1' 11.r. 26( . I I / �--'JR-=26 / T \ I //I',- i I , -- - . - - ___ o.-. ______D , ,- . i+c::, �.'9� 1 05.-- !+ I 'Aw 71XII i r" .9 \ I I - �o,�_ �'��. _\� . : .... ..._.. : .. ...,�_ . ��\ . . : / .I I .. `�?k�171. . t II 11- .. ,... - : .. : .. . ._. \ ,\\.,. � .. : 11+55.53 ..... ..... _.,-""*,,. ... .. :. ._... , .. - - - :.7- � - .. .. .... '. .: .. .. :--I HI I " I . ". '.. ..... .- . ... .. , . .. .. II- I . . : . .. .. . , �. : . : , : : ... . . . . : . . . . :. . : : . .... . - �71 .. . I , - - _: . . ,. . .. : - I , , . " I 11 - - : - : '. :. .. : : . : '. : : .... ..... : '. :._* _. ... : ,1 I1 I I1) . . . I�, ), I `%.l.-400 1 1 -I-- ...% : . : I�: � I I _.._. .... 11. 11 I I I I I : . :.. I :- .. : F /SHEETS/231201-ST.DWG Lj - I I 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 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 2616 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2616 CD 2612 oN ® � _ � ' 2612 O o r td) o m r. o to > o co w cr) — O o + o X w �' et Y Q= �' o ¢ O co co c� �°.' `n co ® ¢ ® N c0 pC o r V) cn z c� ►n co cri o O co O ® O r coO W L(� r m + CD CL C) coCD � LL) T' O + CD m o m Oa W p ao +1 Y N h- I- oi o L6 ,. + CD a. 00 N w Co tt7 m O coCD I m O m CO N N = o + coO O r N = o ts, o o ¢ o ,ri _ ``*• co o �.. w o m w + cfl + co ,- _ 0 0 + CD co cv w 00 N .- o + c0 0 c r w w o 0 0 + co m N �u + co a. r = If ¢ to N ¢ II Q o ® o °� ac "-' + a ac o ® "' --� M FINISHED GROUND .a• N w �- N r o EXISTING GROUND ¢ II c� ti N ti T N r ® 11 c� ¢ J ac r I- �co o m W r N = + to o p ¢ + � II ¢ Q III < � w II � ,� 1 < J i¢- _ c~i' t� Q IJI o N o o w 11 CDr z r N + o v M N AT CENTERLINE ¢ J W AT CENTERLINE ¢ o w cn I- it O N cn ¢ N .� c.� J = � '- II T N m II C j w m �u cn (D I-- w J cn c j w u� C'3 w 2608 � F- uJe T II F-- -J m W O Q J II o = � -� — cn ¢ J � w � � m ; w �cn WJ cow 2608 cn -- -' 0.46% 0.40°� -0.60%-0.53% _ � — 0.40% 0.40% 0.51� Q.51�® -0.60% -0.40% 0.64% 2604 -2.00% — 1.95% _ 0.60/o -0.40% -0.40°!0 0.60% 2604 4"PIRR 12'°SD f° 12 SD UV/SLV 6 PIRR 6"PIRR 16"SD 4"PIRR VN/SLV W/SLV ` VV/SLV � 2600 2600 cn 0 O CM Lu J in CDS. KEARNEY AVE. W. RDDDY DR. 2596 2596 CC CD O O O C 7 C9 O O O C.7 C� O O C� O C 7 O C.7 O O C, O C7 O O C7 O 2 C� 2 C� O O C� C� C9 O O O O C� C 7 O 2 z 2] 3 � LL � L.� � tL � � � La.. � Li.. � La.. � Li � li � L.� � i.�. � LL � L,� � LL � li � Li.. � Ia.. � L.` � L� � li � l.a.. � V.. � � � w J 1 1 I I 11 1 I 11 i I 1 I I I I I I I 11 1 i 11 1 1 1 1 11 11 1 1 1 1 1 1 1 1 11 1 1 O m 8 O M h 00 ab M O r- a0 .-- LO O O O M O ^ pO N O N M et O co et- O N O 00 Lo O ® O O 0\ M C� C.7 S ~' rn to •-- e-- O 00 co co 00 M co 1� •- M •- vi co I� O •- O l� L� o eh �: �cj Ln �: to � �j O t6 co co cfl cp 1� I I O O O O O O O O O O O O O O O O O O O O O O O �' O r N noa N N cV N N N N N N N N N na w N coN CoN N CON N N N N N N N N CON N CON N N CON CON N N N N �mc� O O O to O O O O O O O O O O O O O O O O O O O O O O O O O O O 8 O O O O O O O O o 0 0 c� ¢ W Z W E— N W 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 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 V } 0 > T mWN Q ® O Wu, ® omW 2 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 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 m CL W o c Qc o 2616 2620 cr � z zccm Q cW Q nW ~ 0 ® O 0 p o � � 13 LO o � mm 06 M co m �� N N o O m co 2616 2612 Yc"i FINISHED GROUND o +co N 1¢- J ® z M o W rn o oc ¢ + AT CENTERLINE w m W ® m cc LLi c coY O cm + c0m v � N ¢ II m0 � ® o 00 ,- Y N � + om ;'� Now � r (I � �" --i w CD ct o CO 0o N Co �? w o �i m co N w II ¢ = Fes-- J w m W o c cr? M o oc + co m itCl < __j m ri cn w EXISTING GROUND 7 + CO •- + CD m r CV W W = m O o �„ + o o ", ", r 11 AT CENTERLINE 2608 u J N— cn 0.40% 2612 S�o�A< � � � W _ 0.40�® �� �CENcn SFp 0.40% __ _--- -- ---- --- --- -- �� -` ------ — — _0.40% ---- — 12°'SD 20305 _2.00%�1.94�0 0,53% 4"PIRR d' ( 1/011 2604 4„P_ I w/sLv 2608 Of w/SLv 2600 2604 o W 00 N Wm BROWN TROUT DR. S. MALAYA AVE. � � 00 oc o 0 v 2596 2600 W c� . c � W x w oci o Lc` LEE cV�. u- cLa �o E� LEI, ca�. 4�. Lo O 2 cua c� L� cLa. cLi� cL�i 1--LZJ _ I I I I 1 1 I I I 1 I 1 I I I I (n Q I J 1 I I I I I I I I I I I I I 1 I I I 1 I I 1 00 N M N 00 O tD M I� LO .- � M O) to �- i� M t?) to .-- n M O 00 tT .- M oo 00 O O e1' M `� L0 h O Op O O M L0 `F co 00 O 01 r a0 M O � ® c� 0 00 CO h � L h o O ® � oui o � o 'er o � oui of ® CO ® cc Occ Occ Orr O � O � o � O � O � o � 000 oao oa0 o00 O o cfl ® co O O O cfl O O O O O O co O O O O ® co o cfl O O o O O co O co O co O O O O O O O 2 O O O O :z) N co N co N to N CO N O c0 co co O N c0 N co N CO N co co N c0 N co N CO N co N co N to N co N O N O N ` o0 N N N N N N N N N N N N N N N N C 4 N N cV N N N N Q 00 O OQtT 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 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 L W � :;; m N N O O -� e- 0_ 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 2616 2616 m O 2612 ' r c'3 co 2612 0 m o m O m CO to M o CO Y M N �„� + N cn + co m ® o 0 0 �t FINISHED GROUND z �' II o M N o mo ® + + � + coND AT CENTERLINE o o W J C 3 ¢ II ¢ N O ® N N CD O N N W CM7 I M co H O � m w o cn w cm�3 c+ N = 01 II c+ to M If o ¢ II t� er z m cn c J z c,, , ¢ J c,, ¢ J ¢ -j = EXISTING GROUND moo f-- + o HORIZONTAL Z z w II �' Lu II F" w m w u' + c0 a. cn c0 N M J cn J u' c� AT CENTERLINE M N o II o w � w II O J 40 20 0 40 80 120 Q O 2608 2608 w J m W -- �� — ---- w 94 M -1 e z o " 1— .s0r _ . Q 160� -1.0 .0®% -2.o0 1,9410 0.4010 — _ SCALE I 111=FEET U W 2 0.60% --- -- _— c� 2604 2604 vERTICAL � Q 4 2 0 4 8 12 ® � cn 12"SD 6 PIRR w/sLv SCALE IN FEET U) 2600 2600 SW. 7TH AVE. „_- SCALE 1 —40 1 4, 2596 2596 HORIZ VERT C'L. W � DWG.DATE 10/04/242 Co ci! Lo Lca �W Loam. O� Li E! W 0 , 1 , I 1 I 1 1 1 1 1 I 1 I 1 I , I 1 1 1 i 1 1 mot• r ,� LO c� I� r7 rn >n CO c� c� LO co 00 11 `�! �' rn o co r`' O N 0o O o �u Li ui PROD. NO. 231201 c� o I 1 co �ci Lri cri co cc cci Lti 9 �i �I- C:, 0 0 0O 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 0o cflo 00 00 00 0o SHEET S OF 16 c0 N co N CO N t0 N co N CO N CO N CO N c0 N c0 N CO N co N CO N N N N N N N N N N N N N 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 ST-2 /SHEETS/231201-ST-PRO.DWG 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 2616 2616 wt o gQ aLq o 2612 M —� " � 2612 + coam o � + � O M N W co CO J M N .1 �-- Q O T co ® 0, O M o w ~ LU � N (j J >- o � 06 � "' o °C FINISHED GROUND EXISTING GROUND "' `� cD o w o � .�. + c� F-L.,j � c � + C c `" o AT CENTERLINE AT CENTERLINE cnail L If_O N IJclf 2608 Y � w < J 2608 w J � O Lr•96% -2-- z LU t+ J � O 26®4 _200°_1'96� uj 2604 Z u o pm z m 0 o� >- u- �- N CD � czg PUBLIC ALLEY Z �-- N awo W di 2600 2600 p > V T- m W LWL, c, c! �, c� c� �, c� �, c! c! c� ca ca c, c� W r v I I I I I I I I 1 I ® T• O w N C) � •-- � M � C� Sri ui Sri cc `n cc h co ``� cc I I 1 F=- 6— � o � c � o � o � o � C � o � o � o � C <O � c� N N N cV N N CcN N N N N N CcN N coCD W cc:N O Lu z w 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 Q < <z p ia _ LL 0 p aW � 0 _J m p cr m uj W O O m z Z J Q c } O W O � T CM Z Lu m �sS�QNAL F� Ns�o aAi 20305 s 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 2616 2616 O o � CO2 I wNOO to m � Y o d- � w c M co 2612 + m + N 2612 -cc Q �� M ® O + to J T X O O Lu O NOO M N Q M N Q Q J W a o o c6 ' m o m FINISHED GROUND EXISTING GROUND ,; CD Q �I v w o `` m + m �- o + co m AT CENTERLINE AT CENTERLINE ; W "' to Q OC C N + co o w w Q J o o — ® U3 w W cn w t3 ` Q Q op 2608 2608 0 0 C 0 r._1.96� 2.00 l° w o 0.64%— 1 — C*4 1-1 _2 pp% 1 g4% LQ 0 N o 2604 2604 W. EIDER DR. 2600 2600 . � ICE 000 p CO p M ? �7 GO i� c�G N t W 2 o o p t!? pp u'i O2 co 0 co z) co cG /� 4 11 r p r- I I V J co C CO C cp Cl cp C cq C 2 C cco cop Cl Cp C cp C Cfl C r Q N N N N N Nto N N N N N N N N N N co Cc CN N W 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 oU. � C U o ,.-- W W wU W 0 0 �— A c/) w HORIZONTAL w 40 20 0 40 80 120 V) SCALE IN FEET VERTICAL 111=40' 1"=4' SCALE HORIZ VERT 4 2 0 4 8 12 DWG.DATE 10/04/24 PROD. NO. 231201 SCALE IN FEET SHEET 6 OF 16 ST-3 /SHEETS/231201-ST-PRO.DWG e � I a SG 1.11 -.-- ! ..-- 6.00 LF 18'°PVC STA= 12+63.00(62.8'R) ¢ W BROWN TROUT DR. @ 0.00% RIM=2605.25 _ I 41 11 'Utu- H 5.67 LF 1811 PVC 6.00 LF 18"PVC � DI 1.11 111 �! (A STA= 12+70.00 _ i SG 1.12 6.00 LF 18"PVC _ GRATE= 2604.19 STA=12+63.00(72.8'R) @ 0.00% l � TBC= 2604.4E RIM=2605.40 `�' SG�1.10 DI 1.10 - - - -11.48 LF 12"PVC - STA=�+-63.00(52.8'R) STA= 12+70.00 @ 0.87°do _RI 2605.08 GRATE= 2604.19 v SDMH 1.10 11 a TBC= 2604.4E 5 6 7 $ STA=12+60.67(88.3'R) LQ '0 18°�h ° 164°� MW 1.10 S 1.40 ¢ _ RIM=2605.57 142° 74` 18°S N=704019.7 G 20 2 3 4 STA=17+74.63(28.8'R) ?, 30.25 LF 12"AWWA m � 82.30 LF 12"AWWA E=2451845.7 S > _ C-905 PVC @ 0.31% '� o _ , + ! a, ¢ 1 / RIM-2608.07 e: � a = C-905 PVC @ 0.78!® io e I _ MW 1.30 18"(NV=2604.00 ¢ r i ° '� N=703664.8 10.00 LF 18 PVC 29.00 LF 12"AWWA MW 1.11 � 8.85 LF 18°PVC i ®ems � 34.5E LF 18`°PVC 32.00 LF 18"AWWA 9;�' m��' °a..f I _ E=2451685.2 DI 1.30 ® @ C-905 PVC @ 0.34% N=703978.8 @ 0.00°lo ao t @ 0.29% C 905 PVC @ 0.31�'o cn er 0.00�'0 s iz 0 1 1 ! 1 STA= 17+29.68 r MW 1.40 MW 1.41 172.0'-4"PI d cri I 21 E=2451625.5 ° ° !! i w s- i 8.85 LF 18"PVC' a 1 2 3 7 = GRATE= 2605.25 N=703658.E 1az 8.85 LF 18 PVC � � 1 12 Sc , N Arm i a @ 0.00% a . . b i " a A._ _. TBC= 2605.52 a N_703657.3 BLOCK 2 �°- rn a . 32.00 LF 12 AWWA a a. - °E=2451973.3 ---- ----=Q=- - !! @ 0.00% a i � � °O� I r � � °` :° 4 � � ° � a -- - -SF�M���'607�----------- 0 E-2452195.2 PIR DI 1.12 1 �- -► C-905 PVC @ 0.47% STA-35+84.39 83.00 LF 1811 PVC i �_83.00 LF 18"PVC !! DI 1.31 a �2 s d - - - - GRATE= 2604.47 @ 0.00% ° @ 0.00% STA= 17+29.68 !! �e DI 1.40 �„ a 201.00 LF 18 PVC 166.00 LF 18''PVC 10.83 LF 12"PVC' 2 TBC= 2604.74 (Top Half Perforated). i i i a (Top Half Perforated) 9.17 LF 1511 PVC GRATE=2605.25 a ' STA= 17+76.96 0 DI 1.13 /� 40.0 i DI 1.20 ¢, @ 1.09% TBC= 2605.52 /36.00 LF 18"PVC @ 0.00% MW 1.31 @ O.00oo @ 1.380 - GRATE= 2607.71 !! 9 1 4 PI N (Top Half Perforated) ail STA= 35+84.40 83.00 LF 18 PVC , s STA= 13+73.58 W.RUDDY DR. 9 1 @ 0.00% �, N=703611.0 (Top Half Perforated) DI 1.41 TBC= 2607.98 O GRATE 2604.47 @ 0.00% GRATE 2604.82 �F- STA=17+27.35 28.T SG L a ~ E=2451924.0 STA= 17+76.96 "PI Half Perforated) 18"INV= 2600.05 TBC= 2605.09 ° ( ) S_EEP_AGE BED GRATE= 2607.71 J ® RIM=2605.70 - ,2°s I o a-. • :e \ I ! I ° . a _- ---------------- -- ----- --- -- - ---1.3---- ---- 18"INV=2601.50 _ 2607.98 ®W TBC CO 11 0 207.0' o a= = MW 1.12 � MW 1.20 1 BLOCK �/ 0�.�• FG(MIN)=2604.5 ° � Q �- OCK 7 11 00 LF 18 PVC a o - - e N=703916.1 �.._ .� a° = u; c 2 @0.00% ------------ --- -------- ---- -------------------- N=703935.9 0 0 TO c� co E=2451735.E E=2451844.E i I �� J 18"INV= 2601.50 J �) o u, 3 i_ ► 32.00 LF 12"AWWA FUTURE PHASE TANNER 11.00 LF 18"PVC �, ° ~ m `� ® z 1.2 r. .7 LF 12 PVC o � o SG o 9 5 C-9o5 PVC @ 0.63� CREEK SUBDIVISION @ 0.00% 36.00 LF 18"PVC �' 1 a W STA=13+75.91 (28.511 7.5' �m @ 2.56% ® ! i i i i a 201.00 LF 18 PVC a O ••. RIM=2605.27 <i 2.5' - DI 1.21 SG 1.31 f r @ 0.00% @ 0.00% BLOCK 4 (� CO CD STA= 13+73.58 STA=17+27.35(-43.7'L) �..� N z W 3 I ! = RIM=2605.94 (Top Half Perforated) W r o 0 10.0 uj 1 GRATE 2604.82 STUB 1211 PVC FOR FUTURE i TBC= 2605.09 '� CONNECTION TO FUT.DI 3.31 !! _ ®. > W o 10.00 LF 1811 PVC/12.2' r 2 3 64.83 LF 12 PVC PIR co Co ° _ 0.00% z 12"INV= 2603.50 - .` _ ®° alz 1 I @ 1.77% �- o N W 4 ¢ >, - --° • a•-: -0a - FUTURE Dl 3.31 O 127.00 LF 18"PVC; - M < .. ` , �. - '- -+ I& M � ! STA= 10+43.50 ° a RAI W o m v 0.00%' r T FUT.W.BACKWOODS DR. ° N o p @ at. -GRATE=2606.22 �```� !! z _ m (Top Half Perforated}' Q I TBC=2606.49 - 4 PIR ' - a- Q - W W Nam = u .! !!S ``, FUTURE PHASE TANNER Q w \ O 0 CD z �. ®® a �. CREEK SUBDIVISION o W a a FUTURE D13.'30 g: � m Cn Uj L u as O Of] c) �W � � O MW 1.21 CD CD ®off N=703777.4 jt-18"INV= 2600.90 m E=2451780.9 6 NAL ENSF� STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA 2O3OJ SEEPAGE BED 1.1 SEEPAGE BED 1.2 SEEPAGE BED 1.3 SEEPAGE BED 1.4 DI 1.10 (BASINS NO.1 &1A) SG 1.11 DI 1.20 (BASIN NO.5) DI 1.30 (BASIN NO.7) DI 1.40 (BASIN NO.9) �OS,�1 E Of CL STA. 12+70.00,OFFSET 16.75,LT 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 CL STA. 13+73.58,OFFSET 16.75'LT CL STA. 17+29.68,OFFSET 16.75,LT CL STA. 17+76.96,OFFSET 15.25'LT yVA H DOUBLE DROP INLETS, V APART WITH 12,10 CONNECTION PIPE, (TRAFFIC RATED),WITH 201,BAFFLE SPACING DROP INLET,TYPE IV,ACHD SD-604A,WITH 1'SUMP DROP INLET,TYPE IV,ACHD SD-604A,WITH 1'SUMP DROP INLET,TYPE IV,ACHD SD-604A,WITH 1'SUMP TYPE IV,ACHD SD-604A,WITH V SUMP RIM (IN MH) = 2605.25± (MATCH FINISHED GRADE) GRATE= 2604.82 GRATE= 2605.35 GRATE= 2607.71 GRATE= 2604.19 18"INV.IN = 2599.90(CONNECTING PIPE FROM SG 1.10) 12"INV.OUT= 2602.30 12"INV.OUT= 2602.70 12"INV.OUT= 2605.20 18"INV.OUT= 2601.20 18"INV.OUT= 2599.90(CONNECTING PIPE TO SG 1.12) 32.0 LF 12`°PVC @ S=-0.63%TO DI 1.21 32.0 LF 12"PVC @ S=-0.47%TO DI 1.31 29.0 LF 12"PVC @ S=-0.34%TO DI 1.41 '- 32.0 LF 18"PVC @ S=-0.31%TO DI 1.11 TOP OF BAFFLE OUT=2600.80 18"INV.IN = 2599.90(CONNECTING PIPE FROM SG 1.10) Q(25)-= 1.18 cfs V(25)= 2273 cf Q(25)= 0.31 cfs V(25)= 534 cf Q(25)= 0.68 cfs V(25)= 1490 cf w � Q(25)- 3.11 cfs V(25)= 5471 cf 18 INV.OUT= 2599.90(CONNECTING PIPE TO SG 1.11) Q(100) 1.6E cfs V(100) 3162 cf Q(100)- 0.47 cfs V(100)= 743 cf Q(100)= 0.95 cfs V(100)- 2074 cf � _ 0(100)= 4.90 cfs V(100)= 7612 cf 18"INV.OUT= 2600.05(TO SB 1.1) 07 CIO 0 (2)6.0 LF 18"PVC @ S=0.00%TO SG 1.12 DI 1.21 (BASIN NO.6) DI 1.31 (BASINS NO.8&8A) DI 1.41 (BASIN NO.10) © F._: � v DI 1.11 (BASIN NO.2) 8.85 LF 18"PVC @ S= 0.00%TO SB 1.1 CL STA. 13+73.58,OFFSET 16.75,RT CL STA. 17+29.68,OFFSET 16.75,RT CL STA. 17+76.96,OFFSET 15.25'RT ! � ` w 0 � CL STA. 12+70.00,OFFSET 16.75 RT 18 INV.@ SB 1.1= 2600.05 DROP INLET,TYPE IV,ACHD SD 604A,WITH 1 SUMP DOUBLE DROP INLETS, 1-APART WITH 12 0 CONNECTION PIPE, DROP INLET,TYPE IV,ACHD SD-604A,WITH 1 SUMP � DROP INLET,TYPE IV,ACHD SD-604A,WITH 1 SUMP GRATE= 2604.82 TYPE IV,ACHD SD-604A,WITH 1 SUMP GRATE= 2607.71 W cn o GRATE= 2604.19 SG 1.12 12"INV.IN= 2602.10 GRATE= 2605.35 12"INV. IN= 2605.10 C) o 18 INV. IN= 2601.10 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 12 INV.OUT 2602.00 12 INV.IN= 2602.55 12 INV.OUT= 2605.00 ` CC < co 18"INV.OUT= 2601.00 (TRAFFIC RATED),WITH 201,BAFFLE SPACING 9.75 LF 12"PVC @ S=-2.56%TO SG 1.20 15"INV.OUT= 2602.45 10.83 LF 121,PVC @ S=-1.38%TO SG 1.40 u in w 34.56 LF 18"PVC @ S=-0.29%TO SG 1.10 RIM (IN MH) 2605.40± (MATCH FINISHED GRADE) 9.17 LF 15"PVC @ S=-1.09%TO SG 1.30 � O 0 w o 12"INV.IN =2600.90(FROM SDMH 1.10) Q(25) 0.25 cfs V(25)=484 cf Q(25)=1.64 cfs V(25)= 3093 cf N Q 25 = 0.31 cfs V 25 =435 cf 18"INV.IN =25 (CONNECTING PIPE FROM SG 1.10 Q 100 = 0.35 cfs V 100 = 674 cf Q = 2 f V = = V =( ) ( ) 99 90(C ) ( ) ( ) (25) .30 cfs (25) 4055 cf Q(100) 2.71 cfs (100) 4303 cf � � Q(100)= 0.45 cfs V(100)=605 cf TOP OF BAFFLE OUT=2600.80 Q(100)= 3.23 cfs V(100)= 5642 cf o 0 18"INV.IN = 2599.90(CONNECTING PIPE FROM SG 1.10) SG 1.20 SG 1.40 T` DI 1.12 (BASIN NO.3) 18"INV.OUT = 2600.05(TO SB 1.1) 1O00-GAL.SAND&GREASE TRAP PER ISPWC SD-624 SG 1.30 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 CL STA.35+84.39,OFFSET 15.25,LT 8.85 LF 181,PVC @ S= 0.00%TO SB 1.1 (TRAFFIC RATED),WITH 20"BAFFLE SPACING 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 (TRAFFIC RATED),WITH 2011 BAFFLE SPACING DROP INLET,TYPE IV,ACHD SD-604A,WITH 1'SUMP 18"INV.@ SB 1.1= 2600.05 RIM(IN MH) = 2605.37± (MATCH FINISHED GRADE) (TRAFFIC RATED),WITH 2011 BAFFLE SPACING RIM (IN MH) = 2608.02± (MATCH FINISHED GRADE) GRATE= 2604.47 12"INV.IN = 2601.75(FROM DI 1.21) RIM (IN MH) = 2605.37± (MATCH SIDEWALK) 12"INV.IN = 2604.85(FROM DI 1.41) 12 INV.OUT= 2601.95 SDMH 1.10 TOP OF BAFFLE OUT=2601.65 15"INV.IN = 2602.35(FROM DI 1.31) TOP OF BAFFLE OUT=2604.75 30.25 LF 18"PVC @ S=-0.31%TO D1 1.13 48"0 MANHOLE, 18"INV.OUT= 2600.90(TO SB 1.2) 18"INV.OUT= 2601.35(CONNECTING PIPE TO SG 1.31) 18"INV.OUT= 2604.00(TO SB 1.4) ACHD SD-611,MODIFIED WITH FLAT LID,IF NEEDED 10.0 LF 18"PVC @ S= 0.00%TO SB 1.2 TOP OF BAFFLE OUT= 2602.25 10.0 LF 18"PVC @ S=0.00%TO SB 1.4 Q(25)= 0.37 cfs V(25)= 658 cf RIM= 2605.57± (MATCH FINISHED GROUND) 18"INV.@ SB 1.2= 2600.90 18"INV.OUT= 2601.35(CONNECTING PIPE TO SG 1.31) 18"INV.@ SB 1.4= 2604.00 • Q(100)= 0.58 cfs V(100)= 916 cf 12"INV.IN= 2601.10 18"INV.OUT = 2601.50(TO SB 1.3) m !! !! o 12 INV.OUT= 2601.00(TO SG 1.12) SB 1.2 (2) 11.0 LF 18 PVC @ S=0.00%TO SG 1.31 SB 1.4 i_ z DI 1.13 (BASIN NO.4) 11.48 LF 12"PVC @ S= -0.87%TO SG 1.12 SEEPAGE BED 36.0 LF 18"PVC @ S= 0.00%TO SB 1.3 SEEPAGE BED Z 7 0 5 CL STA.35+84.39,OFFSET 16.50,RT 133'L,10'W,5.5'D 18"INV.@ SB 1.2= 2601.50 172'L, 15'W,4.5'D DROP INLET,TYPE IV,ACHD SD-604A,WITH 1'SUMP SB 1.1 (DESIGNED FOR PERCOLATION RATE=8`°/HR.) (DESIGNED FOR PERCOLATION RATE=8"/HR.) z 0.. GRATE= 2604.47 SEEPAGE BED TOP OF BED EL.= 2603.5 SG 1.31 TOP OF BED EL.=2605.6 12"INV. IN= 2601.85 89'L,40'W,5.51D BOTTOM OF BED EL.=2598.0 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 BOTTOM OF BED EL.= 2601.1 O ~ o 12"INV.OUT= 2601.75- (DESIGNED FOR PERCOLATION RATE=8-/HR.) 127.0 LF 18"PVC (TOP-HALF PERFORATED)@ S=0.00% (TRAFFIC RATED),WITH 2011 BAFFLE SPACING 166.0 LF 18"PVC (TOP-HALF PERFORATED)@ S=0.00% Q 82.3 LF 18"PVC @ S 0.78%TO SDMH 1.10 TOP OF BED EL.=2603.5 RIM (IN MH) 2605.37- (MATCH FINISHED GROUND) BOTTOM OF BED EL.=2598.0 SEE DETAIL ON SHEET DT-2. 12 INV. IN = 2602.35(FROM FUT.DI 3.31) SEE DETAIL ON SHEET DT-2. 0 0 0(25)= 0.44 cfs V(25)= 758 cf (3)83 LF 18"PVC (TOP-HALF PERFORATED)@ S=0.00% 18"INV.IN = 2601.35(CONNECTING PIPE FROM SG 1.30) !� Q(100)= 0.6E cfs V(100)= 1054 cf OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE TOP OF BAFFLE OUT=2602.25 OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE w SEE DETAIL ON SHEET DT-2. DRAINING MATERIALS OF A MIN 8"/HR.BACKFILL WITH PIT RUN. 18"INV.IN = 2601.35(CONNECTING PIPE FROM SG 1.30) DRAINING MATERIALS OF A MIN 8"/HR.BACKFILL WITH PIT RUN. c < O SG 1.10 18 INV.OUT= 2601.50(TO SB 1.3) A 0 0 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE 36.0 LF 18"PVC @ S= 0.00%TO SB 1.3 "t-*�� (n (TRAFFIC RATED),WITH 2011 BAFFLE SPACING DRAINING MATERIALS OF A MIN 8"/HR.BACKFILL WITH PIT RUN. TEST HOLE TP-4 18"INV.@ SB 1.2= 2601.50 TEST HOLE TP-12 - m RIM(IN MH) = 2605.08-+ (MATCH FINISHED GRADE) GROUNDWATER ENCOUNTERED AT 2594.3± GROUNDWATER ENCOUNTERED AT 2598.1 w 18°'INV.IN = 2600.90(FROM DI 1.11) SB 1.3 � 18"INV.OUT= 2599.90(CONNECTING PIPE TO SG 1.11) TEST HOLE TP-4 SEEPAGE BED TOP OF BAFFLE OUT=2600.80 GROUNDWATER ENCOUNTERED AT 2594.3± 207'L,30'W,3.2'D 18"INV.OUT = 2599.90(CONNECTING PIPE TO SG 1.11) (DESIGNED FOR PERCOLATION RATE=8"/HR.) 18"INV.OUT = 2600.05(TO SB 1.1) TOP OF BED EL.=2603.0 (2)6.0 LF 18"PVC @ S=0.00%TO SG 1.11 BOTTOM OF BED EL.=2599.8 8.85 LF 18"PVC @ S=0.00%TO SB 1.1 (2)201 LF 18"PVC(TOP-HALF PERFORATED)@ S=0.00% SCALE 1"=40' 18"INV.@ SB 1.1= 2600.05 SEE DETAIL ON SHEET DT-2. DWG.DATE 10/09/24 GEOTECHNICAL REPORT OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE PROJ. N0. 231201 SOILS AND GROUNDWATER INFORMATION PROVIDED BY ALLWEST, DRAINING MATERIALS OF A MIN 8"/HR.BACKFILL WITH PIT RUN. REPORT DATED SEPTEMBER 27,2024. GROUNDWATER MONITORING SHEET 7 OF 16 FROM AUGUST 29,2024. TEST HOLE TP-10 GROUNDWATER ENCOUNTERED AT 2596.7+ SD- 1 /SHEETS/231201-SD.DWG IR ff W Lu 1 I IR CJ fl W V fI II L TO — F0 - - - - - FO - - n - - - - - — —FO EP EP F�PFEY = 0_ � _� 12"GI iR W.WALTMAN LANE _ - ® — F F.,, C� - - - - --- - - - r - -----.- - - - - - ---l---- - - - _ _ W.WALTMAN LANE i \�Ep EX.SSMH 1.01 �---�g-" ---------------------------------------------------- ! EX.SSMH 1.00 r — —— — — — _ e� W 8°'W. === �\ -' - ----------•- - --------------�j=�--------- &' -------------------- --- CA ------------ ------------ ---- 0�--------------------- „�------ ----- — --------------------------- O �\ I — — 177— — -77 / TI E _ - - _ r DC SSC01.01 A EP e a 'i a I o 6 PIR 6iiPIR 6"PIR 6"PIR P' PI PI PI P1 6@iPIR PI U FI ° � Pi PI PI PI lJ I 6 PIR \ \ d W co ° Y a sI BLOCK 1 0 1 2 3 4 5 6 7 8 9 11. IR 12"GI 12"G! ]R UNPLATTED _ _ _ to Fv - — — �_ _ FO x� (NOT A PART) Lu ° W.WALTMAN LANE "6/ �- o -------------------------- I ° I .. ® o ss s ss `f' ° Z — - - — — - - 77—, 77,771'— — . ° — — — — — — -77 ° �1 _ -r- T� ii SSMH 1.02 $W 10 'O ° J W.BROWN TROUT DR. SSMH 1.10 ° 8"S I En W z OC Pt 6"PIR ® ® ui m o ° 11 I \ CD ° 4 ° 4 �o PRESSURE >. LL i �� a a W «, fl LLd IRRIGATION PUMP 0 c _ � � \ �\ o J CV Wc � Pi p u � STATION z 0 L:.,J. Q ° (BY OTHERS) z z SSMH 1.11 = CA �2 O > T m W CLOLJ SSMH1.04 89 7 " I \ � 0 w=o �. _ \ l v 12 ® � z T SSMH 1.03 1 2 3 4 5 6 7 _ -� � o W 8 9 � `u °� \ °o �� — oo � 188S BLOCK 2 Lu FUTURE TANNER CR E F�� I"� . . o cc MULTI-FAMILY \ o�, e ' W P rx i \ �9CL t I I W O Q zWF S Q ¢z a �ti I I Q 13 � Q ° o U o ci PI ! 1 I LL F" W _I W 0 12"S 4 o I Q t PI y $ d � < N. ® 0 Cn I I P1 Pi PI Pi PI PI PI PI ♦� PI Z W a — z O oat 0 14 y PUBLIC ALLEY ,r = m 2s I I m f ui - ° ° 4"PIR 4 PIR 11 a 44 I PI PI PI Pi 4"PIR PIN L 6"PIR f' ii g 6 PIR " � 5 �GENSF�C�'✓ 15 0 � 12 Sam co Lu 2 20305 C/5 3 .e BLOCK 3 `� 40 20 0 40 80 120 `�O TE OF 1 3 4 5 6 7 8 9 s 14 y �,P PI I 16 UA H °° SCALE IN FEET 4c 3 I PI LL; C„ z I O r 0, 1 ° 17 0 1 0 L w M o ° a w °° a 0 4 I $i'W ° i "' ,� m SSMH 1.20 W.EIDER DR. 00 N ao oN SSMH 1.21 PI `� O tV7 Q i.L e I PI � _ SSMH 1.12 $ Ja a .a > ° Lu u200 _ ° I Q O 5 I �� '� CD 5 uj oc co W c �' 19 z �N PI LEGEND PI --------_J STORK DRAIN SYSTEM&SEEPAGE RED ® a 4 gI m� i lilt ° -�- STREET LIGHT BLOCK 4 cc PI v 20 1 EXIST.STREET LIGHT 1 2 3 4 c to 6 5 6 7 8 m 8°S SEWER LINE MANHOLE ° 8"w WATER LINE WITH VALVE } FIRE HYDRANT WITH GATE VALVE •r FR PI PI PI PI PI pl 6 PI .� `-�' �b 4"PIR " ' I 4"P!R PRESSURE IRRIGATION LINE WITH VALVE 7 p, .S� 4 PIR 21 I O _o r-- - - - - - -- - - - - - - - - - - - ° � �-- PRESSURE IRRIGATION SERVICE � o W — _ _ > 4"PIR PRESSURE IRRIGATION DRAIN 2"SC }.. .G Pi t- -- _ Ou1141 ------ Qiitpt G G Q rL o c _ � O ~ 0 SSMH 1.05 "' P OR. I N „ � .a W.RUDDY DR. . P ao t �� GL > � _ a � Q � W rJ F— P, 1 BLOCK 7 � ° _ � I �. .— — ►- I �. a o - -- - - - BLOCK I FUTURE PARKING LOT iY' A o. ®y LLJ LLJ G , W V P— ® a W ® uj co c 4"PIR SSMH 1.13 `� z FUTURE PHASE TANNER CREEK SUBDIVISION SCALE 1" 40' < .vi FUTURE PHASE TANNER \ ice---- uj DWG.DATE 10 04 24 CREEK SUBDIVISION ® FUTURE W.BACKWOODS DR. 4 PI P' �� FUTURE PUBLIC ALLEY \� PROD. NO. 231201 7 — / SHEEN 8 OF 16 -IT II /SHEETS/231201-UTIL.DWG as w iR 1 °R u OI i FP FO F - F'--- _ - O - - - - - EX. SSMH01 �� 1� � - E� �o=--=- ��----�,_F� F�_--- -- -- - �- --i - - n�-- - - __ -a „ STA=13+43.64 I _ i f, _ W.WALTMAN LANE � E S��MH 1.00 I�- ---- - - - STA=10+00.00-- \Ep -_+- _ __--------- ------------------------------- ----------a '.�--------- -- ------_�-----• ---`---- - - - & ---------------------- 1__ -_ I ----------------erg' =----&---- -- - .� l e •. OEM= X.SSCb 1.01A N1� •® '®�®. m ♦�' '..® ®♦:d• � _ • I STA=1 94.15 44 E 1 ♦ i E 611PIR 611PIR 6TIR 6''PIR 17.0° BLOCK 1 BLO .. 1 2 3 � 5 6 12.0' 7 $ 9 1 m ' I � <• W8 cm •®a TB SSMH 1.10 w UNPLATTED > TB STA=18+59.30 SC=16+10 SC=16+64 SC=17+20 (NOT A PARS H SI=2600.0 S1=2600.3 SI=2600.5 SC_17+76 SC=18+21 SC=18+59 SC=18+72 SC=18+77 SEWER &WATER KEYNOTE UST � Lo U, SI-2600.7 SI=2600.9 SI=2601.1 SI=2601.1 S1=2601.1 TB Q W6 V6 SL=44' SL=44' SL=44' SL=44' SL=44' SL=53' SL=90' SL=136' 1 ITEM DESCRIPTION = cv V8 W8 8L R F �� V8 S2 S2 S2 A8 ADAPTOR,8,FLG.X MJ S2 Tg A8 LL- N3 VU$ N3 N3 W8 N3 N3 c N m B2 2"BLOWOFF WITH 8"GATE VALVE,PER STD. 13 J �n 3 � ) � co w cz • T26 N ♦. 4­" e - a °- . '.♦.• •a..d . 90 C8 CROSS,8"x 8'°x 8'°x 8'°,ALL FLG. 0 8„W 315 LF g 130° N3 119° J o 61 811W 134° 10 E8 ELBOW,8", 11 1/40,MJ J CL � W.BROWN TROUT DR. �? 6' z J 20 CITY OF MERIDIAN 90 811S MIN. Wi T- 11 MIN. 14� E18 ELBOW,8",221/2°,MJ =m � SEWER EASEMENT I 90° 8 S 85°. ° S � O � N2 135° E23 ELBOW,8",45°,MJ x FLG. >" SSMH 1.04 SS{ H 1.02Lo sg ". . e °. 6' SSMH1.11 • 11 I J zM STA=17+54.60 STA=15+30.05 ° ° a ° : ��,� STA=19+05.90 ° E28 ELBOW,8",450,MJ N Q W cn N3 N3 N3 N3 E28 TB E33 ELBOW,8",900,MJ x FLG. > k w v 0 � �WW E H °: S2 s2 S2 S2 1340 R3 REDUCER 8"x 6" MJ x FLG. u � ®� r - - 9a° PJ3 SC=19+26 11J v &1 SSMH 1.03 SC=15+98 SC=16+33 SC= 16+69 SC=17+03 =17+3 C=17+73 = SC=18+51 SI=2601.5 FIRE HYDRANT ASSEMBLY COMPLETE PER STD. 8 & 9 &W G5 O N ss sc s s sc 1s+@$ ! (W ) (v� ) ( ) 90° 0 8 S " ® gp° SI=2599.9 SI=2600.1 SI =2600.3 SI=2600.4 SI=2600.E SI =2600.7 SI=2600.9 SI =2600.9 L SL=44' °C T o N STA=15+82.29rx ° o 0 o SL=34' SL=34' SL=34' SL=34' SL=34' SL=34' SL=34' SL= � 0 12 � ' 1 SINGLE METERED SERVICE CONNECTION,1°°,WITH 3/4°'METER AND a J3.1 V ° O o 18°S T7 V6 H TB TB O 3/4"METER SETTERS,PER STD 1 , 2 AND 6 . W cn z� a- 1 SI=2599.9 R3 N 2 3 4 vu6 DOUBLE METERED SERVICE CONNECTION,1",WITH 3/4"METERS AND W = �'� 1 5 6 7 8 9 s2 S2 1 Z Q W SL=34 co E23 I I LL; 13 LF 3/4' METER SETTERS,PER STD.S(W1),(W3)AND(W6). ® � Ws I I BLOCK 2 a Ws sc= 19+s6 ® ® v W I I z SI=2601.6 13 L1 SLEEVE, 16",PER STD(SW2) LL a U Lu J VS S2 a j N3 I I W8 a N3 SL=44' I NPLATTED T7 TEE,81816",MJ X MJ X FLG. O 0Lu 100, 1 U 2gso N2 i ®s q I o0 o-. T26 TEE,811X 8"X 8",ALL FLG. z I m I BLOCK 5 I � FUTURE TANNER CREEK N3 sC=20+Qs MULTI-FAMILY TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) =W ® 15.5' PUBLIC ALLEY SI=2601.8 v o SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 �- m z 15 SC_ 18+49 I I I 14 p SL 44' ® 2 SI-2599.9 0.5, I I N2 S2 m V6 VALVE,6"GATE,FLG.X MJ cn ' I BLOCK 6 SL=34 d a � 4"PIR 4"PIR N a I V8 VALVE,8"GATE,FLG.X MJ ONAL LNG' m N2 ° • �- - - - - J d 411PlR W6 WATER MAIN,6`°PVC,C-900 otc� �.�CENSFO cn cn 6"PIR 6"PIR � W8 o SC=20+46 a CD ff <,°S SI `2601.9 15 W8 WATER MAIN,8"PVC,C-900 05 ® N3 = a o ` J 1 15.5' N3 SL-44 oc SC 18+95 cry „ BLOCK 3 ,� - J AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES, ��� ✓�p SI=2600.2 2 ° 3 4 5 6 THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLU CAP OR g �P 1 7 8 $ � G/ T o _ sC=19+09 SL=44 I 2 TB 10.5' `"°° BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN.IF A �sy E 4F P� �-- 3 SI=2600.2 I S2 cn I O V SL=34' I TB N3 SC=20+86 N1 VALVE IS EXISTING AND THERE IS AN EXISTING VALVE AT THE A �' SI=2602.1 16 I INTERSECTION,REMOVE VALVE AT BLOW-OFF. OTHERWISE,RETAIN N3 SC= 18+83 SC=19+20 SC=19+55 SC=19+90 SC=20+2 H SC=20+60 SC=20+95 SC=21+34 a. SL=44' a. VALVE AT BLOW-OFF IF IT IS A MAIN SIZE VALVE. S2 �h I TB cO SI=2600.9 St=2601.1 SI=2601.3 SI =2601.E SI=26@1.8 SI=2602.0 SI =2602.2 SI=2602.2 S2 to 1� I SC=19+43 3 SL=43' SL=44' SL=43' SL=44' SL=44' V6 SL=44' SL=44' SL=42' SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. o r co SI= 19+4 I V8 T7 N2 (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) 0 J p - � o 6 > a nN3 SL-44' V8 1117 / \ 1 n \V Y V/ I' r� S i n _ n _ 1 � Iu� SC=21+26 N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. w � N a, SEE SHEET S-2 SEE SHEET S-3 SEE SHEET S-4 0 oN W W 0 1► � o � U) < ® 18+40 18+00 17+60 17+20 16+80 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 ® o co 2616 261E ` cn v < z � O 0 0 C" WN � �o w J W NOTES. 2612 W -� ® o ;� 2612 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN h ® � � FINISHED GROUND o APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION W "' � AT SEWER LINE N OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES W o �; ® o ,z o EXISTING PAVEMENT o o ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY co o � � a� cw N a, N ® w p a, h So AT SEWER LINE � O � r co + �, + N o W o LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE w o oN � + ® II �" ;V No li + T � '� W � Z c .� --j Y o M T � r ,_ J uj, II v o o ® NUMBER IS 1-800-342-1585. 2608 2608 Li 0 r II = Lu II .... = cd II -lo. o eI _ m � II w Z a"'- U) E0 � a "' �' $'� p Z k °� ' 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS ~ ® m b� �` try co - t- L cn oo - I- &_ R o ccn co - �- U) I- co cn co �r cc cn a-' op � � � � w _ v' W �' W `'� i MARKED PER STD SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. • � cn � DC to � r-- ----.� - ,� -.: �I r- O -0 F-- �' 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. W Q 00 -- -� z 2604 2604 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. ® Q I II zw 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER.IN ALL OTHER AREAS THE ,� 12°'SD � < WATER MAINS SHALL HAVE 4'OF COVER. 6 PIRR O III � W/SLV I � � Q a- z zm m 2600 2600 0 - UJI i I I I I uj vi p u- Q . _I I 0 ® w o II A � o 172.31 LF � z 8f1 PVC 9 0.40 0 50.24 LF 2596 �� 132.91 LF r 2596 ^ ^ c C) §7 i z 811 PVC @ 0.46% 811 PVC 47.51 Lf --^^ @ 0.41% co � N r v�:z 8"pVC a@ 0.40% 339. w Z m �' "' cn �, 64 LF cn [r Q "' �° �' Lo C6 � o N N o 811 PVC @ 0.40% zIII N N L0 L0 Lo m co cci _ co II II II N N N Is ul) > o � zt-- II II li NN Ncv �Z w 2592 z II II II II C 2592 cn co � co � � � > > o �, � cr � � Eo = � N N HORIZONTAL 1�1 0' @F 4� co N II 40 20 0 40 80 12® SCALE HORIZ VERT co 60 DWG.DATE 10/04/�24 2588 � 2588 SCALE IN FEET PROD. I�10. 231201 VERTICAL SHEET' 9 OF 16 LOT 1 , LOCK S. KEARNEY AVE. W. WALTMAN LAKE 4 2 0 4 8 12 2584 2584 S. 1 18+40 18+00 17+60 17+20 16+80 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 SCALE IN FEET /SHEETS/231201-SS.DWG SEE SHEET S-1 SEE SHEET S-3 SEE SHEET S-4 l W8 I I �` a wd SC=20+06 SC = 18+49 15.5' SI=2601.8 tD ° PUBLIC ALLEY SL=44' 14 p N. 2 SI=2599.9 0.5' I I N2 4° S2 m SL=34' I I N2 4 PIR 4"PIR { N2 6"PIR 6"PIR o�c W8 9 SC=20+46 l r o ¢'cc LultlS® SI=2601.9 «, N3 = a. ° Y 1 15.5' SL=44' 15 BLOCK 3 cc SC 18+95 L N3 J SI_2600.2 2 co 3 4 5 6 , $ 9 04. SC=19+09 ° S2 SL-44 I 2 TB 10.5' �, 3 SI_2600.2 N3 SC=20+86 { SL-34 I TB °® SI=2602.1 { N3 I SC= 18+83 SC-19+20 SC=19+55 SC= 19+90 SC=20+2 H SC=20+60 SC=20+95 SC=21+34 SL=44° 16 { S2 `�it: ;° I TB °O SI=2600.9 SI=2601.1 SI =2601.3 SI=2601.6 SI=2601.8 SI=2602.0 SI=2602.2 SI=2602.2 SL=43, SL 44' SL=43' SL=44' - ' V6 = - - o SC=19+43 3 SL-44 SL 44 SL-44 SL 42 SI=2600.5 I V8 T7 cn 16 SL= 6 ► V8 S2 S2 S2 S2 SEWER & WATER KEYNOTE LIST v) = N3 A8 N3 W8 N3 N3 N3 W6 N3 N3 N3 ° N3 SC 21+26 ITEM DESCRIPTION 1 W8 a SI=2602.3 BLK 14 SC=19+69 co a T 13 LF SL=44' 17 o { 4 o sl=2600.6 SSMH 1.20 26 a °- ° _ ° - { " SL=34' cn SC= 19+77 � 206 LF N2 O° A8 ADAPTOR,8 ,FLG.X MJ { m SI=2600.7 v 4 STA=18+17.05 : 81w 155 LF T26 A8 V8 V8 O oLu SL=44 ® TB 6' 'n 6' c 8"1PJ B2 2"BLOWOFF WITH 8"GATE VALVE,PER STD.(W13) EEL ' B m S2 -� s0° MlN.- r'- MIN. so° N3 SC=21+60 v >- C8 CROSS,8"x 8"x 8"x 8",ALL FLG. ao m 81� TB 8"S 1 0° SI=2602.2 � CC =' CD N2 a H N2 N N3 a W.EIDER DR. s0° SSMH 1.12 SL=42 1 e ° a a E8 ELBOW,8", 11 1/4°,MJ o : . .. - 0 31 SC-20+17 V6 W6 STA=21+6 . { J E18 ELBOW,8",221/2°,MJ o -� 17 I SI =2600.9 5 8 LF N3 N3 N3 I = cc s� ° = SC=20+29 4 SL-44' S1 E23 ELBOW,8",450,MJ x FLG. �- N SSMH 1. 1t- i- ' 5 SI 2601.0 W8 S2 S2 S2 STA-21+ 4.08 � E28 ELBOW,8",45°,MJ SC=22+06 J SL=34' 10 LF--.,"u ® SC=18+88 SC=19+27 SC=19+67 SC=20+07 SC=20+47 SC=20+87 SC=21+26 NIII SI=2602.E 19 E33 ELBOW,8",90°,MJ x FLG. 19 SI=2600.9 SI=2601.2 SI=2601.4 SI=2601.7 SI=2601.9 SI=2602.2 SI=2602.5 SL=44' Q N3 R3 REDUCER 8 x 6",MJ x FLG. a ®N S2 E8 SL=34' SL=34' SL=34' SL=34' SL=34' SL=34' SL=34' ' 3 J o � SC=20+63 6 a TB { J SI =2601.1 " W8 4 H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) W J S1 SL=44' Q r { 74 BLOCK 4 N3 SC=22+46 S1 SINGLE METERED SERVICE CONNECTION,1",WITH 3/4"METER AND ®�0 z cn on SI=2602.7 >- LL { C SC=20+89 ° L= 0 2O ® 3/4"METER SETTERS,PER STD(W1),(W2)AND(W6). ® � w CD 18 T7 CV63@@ 1 2 3 4 5 6 7 8 10.5' S 44 CD .� a- 6 SI=2601.0 N2 S2 m DOUBLE METERED SERVICE CONNECTION,1",WITH 3/4"METERS AND ® N W SL=34Lu W6 a 15.5' S2 3/4"METER SETTERS,PER STD.S(W1),(W3)AND(W6). Z W o 13 LF 5.0' { ® N v w Lu E18 TB N3 SC=22+86 L1 SLEEVE, 16",PER STD(SW2) ~ o U w� v' `� h� a a 4"P!R 4 w SI =2602.9 { T7 TEE 8"X 8"X 6'° MJ X MJ X FLG. O N 7 C8 A8 V8 V8 V8 0 - 4 PIR SL=44 21cii N2 0 a 9 - - - - - - - - - - --I T26 TEE,8"X8"X8",ALLFLG. . . 0 � N2 - - - - - - - ® d - a ® ® o Q ►- � ee ® cr L1 e ° - _g._ _ - _ T L� 12°Sa _ - 4 PIR - _ P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) W o N �'� - - - - - _ 8„W __ _ 8' . e - - TB SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 0- Z N W TB � ,� _ N1 N2 142 LF W8 20 LF SLV 114 LF Q E28 TB V8 Lu 13 LF W6 88 LF 23'PAVED ACCESS V6 VALVE,6"GATE,FLG.X MJ ® z T o Fol ROAD FOR"T"TURN ® � W004! R�D��Y DR I SSMH 1.05 NV8 T7 V6 H TB TB AROUND AND WATER V8 VALVE,8"GATE,FLG.X MJ J m Lu W.RUDDY DR. STA=21+61.70 �- 22 ou D j J 0 a A8 ACCESS. SEE ST-1 FOR W6 WATER MAIN,6"PVC,C-900 0 0 - - - - - ° - - - - - - - - - - - - - - - - - - - - I DETAILS.- - - -� ACCESS DLu 15.5' 1 CD m LL_ -------- -- -- - or °- ° s° T26 M _ - - � CE W8 WATER MAIN,8"PVC,C 900 � I ®o � 1 BLOCK? �, as � I I � �a � 10o I I 113 LF o AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES, CO CD Q o BLOCK 4 of W8---- -----_-- W _J B2 TB THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLUG/CAP OR in �- - - - - - - - - - - - - - - - - - - - - - - - - -� u- EP EP ��� P EP I BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN.IF A o, 1 5.0 - - - - - - - -' g N1 VALVE IS EXISTING AND THERE IS AN EXISTING VALVE AT THE o SSCO 1.OS ®° o4. - °_ - 11 O'x 20'CITY OF MERIDIAN INTERSECTION,REMOVE VALVE AT BLOW-OFF. OTHERWISE,RETAIN 5s�®�A�'F�V 2 STA=22+23.17 I� N a° WATER EASEMENT _ ��i �GEN$�c o I - -J r ° VALVE AT BLOW OFF IF IT IS A MAIN SIZE VALVE. �. 0 ,� °D ®PEN 23 I SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. a 70 o I 18 x 30 CITY OF MERIDIAN SEWER ¢ B2 o N2 (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) 20305 AND WATER EASEMENT TB a 101.5'x 33,ROAD EASEMENT � ^ 4"PIR SSMH 1.13 I 90° I SC=24+36 N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. cm o v 9r �pP z FUTURE PHC6E TANNER - - - - - - o � STA=24+35.67� III SI_2603.5 24 Osy F Of Q� z CREEK SUBDIVISION Q SL-44 � I 3 W.BACKWOODS DR. 27 LF-29'GRAVEL MAINTENANCE I w w 4"PIR ROAD PER CITY OF MERIDIAN STD.- B2 0 2 I - - - - DETAIL G2 TB FUTURE PHC6E TANNER r W Q CREEK SUBDIVISION : = " 1 2 30'x 30,CITY OF MERIDIAN SEWER- J o AND WATER EASEMENT 25 c = w o L- N ' � NOTES: 0 1 o N 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION � � 23+60 23+20 22+80 22+40 22+00 21 +60 21 +20 20+80 20+40 20+00 19+60 19+20 18+80 18+40 18+00 17+60 17+2O OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES cn Q o 2616 261E ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY oo o 0 L LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE V <z 00 NUMBER IS 1-800-342-1585. 0 0 J w °O = 13� 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS � � � ® v = MARKED PER STD SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. 2612 CD � co � 2612 N o •, N �' N + CD ® � lid 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. ® a_ a. � N � ® II II + M �, s II + N EXISTING GROUND FINISHED GROUND y �= > ® � c II ® � > Ton CD ; 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2�a GRADE TO THE PROPERTY LINE. on T J r N �� AT SEWER LINE AT SEWER LINE cp � CO - C'o on ,_ cn cocn .� � W on � c o �, �, 5. MIDSECTION WATER MAINS SHALL HAVE 5 OF COVER.IN ALL OTHER AREAS THE 2608 `L `t °C "' cn � "'cn J �- II 2608 WATER MAINS SHALL HAVE 4'OF COVER. � II L.L.. u� 0-- -- -- ---- `�-- .._ -_ c�i� at cn c CL. Q ® in � < 2604 2604 ® z II � zz z � �� t�..l 6 PIRR I 8"W W/SLV � 0 ~ W/SLV �? ® _ 2600 _ 6 2600 z cr 6.00 LF 5 8.47 LF o IW U =n z 8'®PVC @ 0.40% 8"PVC @ 0.40�,6 v^' z 405.10 LF w ti ti ti �� ci N r W co co 0 0 ® Gi �i co141) 8"PVC @ 0.39°fo (1) CNN � u C" m Lu II !I i! ca cv N 2596 ,11 �� �� CD Co2596 �- co � Ld = m = > m cn - � - �, IN pC > ® HORIZONTAL LJJ 2592 2592 40 20 0 40 80 120 uj co I SCALE 1N FEET SCALE 1"=40' 1"=4' HORIZ VERT 2588 2588 DWG.DATE 10/04/24 VERTICAL PROD. No. 231201 SW. 7TH VE. 4 2 0 4 8 ,2 A SHEET 10 OF 16 2584 2584 SCALE IN FEET S-2 23+60 23+20 22+80 22+40 22+00 21 +60 21 +20 20+80 20+40 20+00 19+60 19+20 18+80 18+40 18+00 17+60 17+20 /SHEETS/231201-SS.DWG SEE SHEET S-1 1 2 3 4 5 12.0' 6 7 8 9 j W8 TB SSMH 1.10 UNPLATTED a TB STA=18+59.30 SC= 16+10 SC= 16+64 SC= 17+20 �- SC = 17+76 SC= 18+21 SC=18+59 SC= 18+72 SC=18+77 W6 t (NOT A PART) H SI=2600.0 SI=2600.3 SI=2600.5 TB SI=2600.7 SI=2600.9 SI=2601.1 SI=2601.1 SI=2601.1 W6 SL=44' SL=44' SL=44' SL 44' SL 44' SL=53' SL=90' SL=136' V8 I W8 8 L S2 b" t V8 S2 S2 ° A8 11 TB � °.d N3 W8 N3 N3 N3 N3 S2 _ _J W8 E28 N3 t ° T26 cco G 8„W °315 Lf o '130° N3 119° 6' 8"W 134° 10 oc - W.BROWN TROUT DR. 6 t 20'CITY OF MERIDIAN90° 8 S MIN. i--MIN.-1 ® SEWER EASEMENT I 90° 8 S 850, SEWER & WATER KEYNOTE LIST N2 135°t SSMH 1.04 SS4H 1.02 a :.® ° , SSMH 1.11 STA=17+54.60 STA=15 11 as° I ITEM DESCRIPTION . 90 _ T8 N3 N3 N3 N3 E28 TB A8 ADAPTOR,8 ,FLG.X MJ co CD H Q S2 S2 S2 S2 134° N3 B2 2"BLOWOFF WITH 8"GATE VALVE,PER STD.(W13) ® SC=19+26 8°'$ SSMH 1.03 SC= 15+98 SC=16+33 SC=16+69 SC= 17+03 SC=17+38 SC=17+73 SC=18+08 SC=18+51 SI=2601.5 C8 CROSS,8"x 8"x 811 x 8",ALL FLG. s0° ® SI=2599.9 SI=2600.1 SI 2600.3 SI=2600.4 SI=2600.6 SI=2600.7 SI=2600.9 S1=2600.9 SL=44' °C TI3N d ® s0° STA=15+82.29 SL=34' -`� 12 Q- E8 ELBOW 8" 11 1/4 MJ zto L- -° ° °° r$ a SL=34' SL=34' SL=34' SL=34' SL 34' SL=34' SL 34' �'e �o I ' ' N V6 o ° O° ®s SC= 17+83 - - 18°SD. T7 V6 H TB TB E18 ELBOW,8",221/20,MJ o 1 SI=2599.9 R3 ,` 2 3 4 5 6 7 8 J W6 E23 ELBOW,8",450, MJ x FLG. Of SL=34' 00 E23 I 1 u; 13 LF S2 W6 BLOCK 2 e ¢ W8 SC=19+66 E28 ELBOW,8",45°,MJ a Q SI=2601.6 1 E33 ELBOW,8",90°,MJ x FLG. W S2 a �j N3 W8 >- N3 SL=44' I z c) F N2 1 4 a I R3 REDUCER,811 x 6°8,MJ x FLG. o o a 12flSD 12�S M oo cJn'w j I ( � H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(G5) W8 N3 SC=20+06 O o m co 15.5° I PUBLIC ALLEY SI=2601.8 v S1 SINGLE METERED SERVICE CONNECTION,1",WITH 3/4"METER AND o c SC 18+49 SL=44' 14 O o 3/4"METER SETTERS,PER STD 1), 2 AND 6 . >- LL co W 15 2 SI=2599.9 0 N2 S2 cl cc CD) � ) O SL=34' N2 _ I DOUBLE METERED SERVICE CONNECTION, WITH 3/4"METERS AND o W > 4 PIR 4"PIR @► S2 3/4"METER SETTERS,PER STD.S(W1),(!N3)AND 6). �„].,� z� E2� s - - - - -I 4PIR I C) N my �° „ z W8 SC=20+46 L1 SLEEVE 16'° PER STD SW2 0 / ®�2 6 PIR ( ) W � 6 PIR .° �,'�SD S1=2601.9 O � N z 3 ° Y 1 SL=44' 15 T7 TEE,8"X 8"X 6",MJ X MJ X FLG. ®� W N3 SC=18+95 vi I ti BLOCK 3 15.5' N3 r o o °- SI=2600.2 2 l �, 3 T26 TEE,8'°X 8'°X 8'°,ALL FLG. �•- EE 4 5 6 7 8 9 0'. Q., ® cc SC_19+09 a S2 SL-44 I 2 TB 10.5° I uj TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) W ®cm CC 3 SI -2600.2 CO a N3 = � O SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 Fr ui SL=34 SC 20+86 zuj TB SI=2602.1 ° _ - _ _ _ 16 cr_- I o � V6 VALVE,6"GATE,FLG.X MJ O _ S2 N3 z a SC- 18+83 SC_ 19+20 SC - 19+55 SC= 19+90 SC-20+2 H SC=20+60 SC=20+95 SC-21+34 SL=44' 4- Q O ® ® W § 10 ZOO I Tg SI-2600.9 SI-2601.1 SI_2601.3 SI=2601.6 SI_2601.8 SI_2602.0 SI _2602.2 SI _2602.2 S2 `� z '; U. Ci uj W A V8 VALVE,8 GATE,FLG.X MJ SC-19+43 SL=43' SL 44' SL-43' SL 44' SL 44- V6 SL 44' SL 44' SL-42' � � J= 3 `J8 _ _ W6 WATER MAIN,6"PVC,C-9000 cc 5w_ 0 In SI=2600.5 i S2 T7 16 N3 SL=44° V8 S2 S2 S2 _ z z W z N3 N3 SC=21+26 W8 WATER MAIN,8'°PVC,C-900 cc `_" a A8 N3 W8 N3 N3 N3 I W6 N3 N3 I_ i - 1 13 LF W8 ° S 2602.3 0 0 � BLK 14 v SC=19+69 I T26 ° a SL-44' 17 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES, cn CD 4 p SI=2600.E SSMH 1.20 °' ° ° ° - N2 I THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLUG/CAP OR °� i m SL=34' W SC_19+77 206 LF ° T26 A8 V8 V8 TB SI-2600.7 v 4 STA=18+17.05 8"W t - 155 LF 8"W BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN.IF A i I SL=44° J TB 0, 6 _ � 6 c N1 VALVE IS EXISTING AND THERE IS AN EXISTING VALVE AT THE NA S2 m 9 8"S MIN. r MIN. T- 9� N3 SC^21+60 INTERSECTION,REMOVE VALVE AT BLOW-OFF. OTHERWISE,RETAIN ��5�® L TB 8"S 10° SI 2602.2 $ N2 _. N2 �; N3 W.EIDER DR. 90° � SL=42' VALVE AT BLOW-OFF IF IT IS A MAIN SIZE VALVE. H N : SSMH 1.12 18 a m ' SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. o SC=20+17 V6 W6 d° STA=21+60.31 I N2 - (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) 20305 s j 17 I SI=2600.9 5 T7 8 L 8 .00o N3 SoolSC=20+29 SL=44' s1SSMH 1. i a S2 N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. v �9Y'oI 5 SI=2601.0 S2 S2 S2 SL=34° W8 10 LF _ _ STA=21+ 4.08 SC=22+06 OS'y OF` P� SC-18+88 SC 19+27 SC=19+67 SC=20+07 SC=20+47 SC=20+87 SC=21+26 SI=2602.E 19 SI=2600.9 SI=2601.2 SI=2601.4 SI =2601.7 SI=2601.9 SI=2602.2 SI=2602.5 N3 SL= 6 S2 a E8 SL 34' SL 34' SL 34' SL 34' SL 34' SL 34' SL 34' N3 SC 20+63 6 a. TB SI=2601.1 `t S1 SL=44° W8 �; co r ® _ s g N3 SC=22+46 r O 4: BLOCK 4 I � SC=20+89 SI=2602.7 T7 V6 H TB TB 1 2 3 4 SL=441 20 O �- N 18 co 6 SI =2601.0 N2 5 6 7 8 10.5 S2 m CD ' � 00\ SL-34 uy6 1 15.5' N®TES: oo N 13 LF o 00 E18 TB °5.0 N3 - 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN w • sc 22+86 � O , Si APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION I_ _ 7 ° `� C8 A8 V8 V8 V8 ° `� coh�' ` ' 4"PIR - _ - _ _ 4"PIR _ _ _ SL=4402.9 21 OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ®_ C) - N2 ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY rn N2 °a / a A"PIR LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE < o < 0 SEE SHEET S-2 SEE SHEET S-4 NUMBER IS 1-800-342-1585. ® O o c U3 co 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS 2 � 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 20 21 +60 22+00 MARKED PER STD SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. CN o 261E 2616 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. ® � 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. 0 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER.IN ALL OTHER AREAS THE _..I o co c WATER MAINS SHALL HAVE 4'OF COVER. L 2612 � o T 2612 l..� O r (D N `G� + FINISHED GROUND EXISTING GROUND > J �" °� �' cv ao o it �' t� Lu II O :O IY co + �, > r AT SEWER LINE AT SEWER LINE � c � � Q co s II -� r - J r II cry et o[ cn ® z tY 2608 0 LU a � � M Q � 2608 w <C mcm � acn ccnI:*, �i ' cn W cnom � �, Z z co � cr� � - --- - - Z - --- ----- ----- --- - - ------ -- -- - -1 - _ ---- o MI■■I ' '< C- � � - 2604 2604 ® - w 12"S® � U 4"PIRR LL < o� W/SLV 8"W 313.03 LF N2 Bit PVC @ 0.65% I o ® 0 Y 2 2 e� z 600 232.76 LF 600 8°°PVC @ 0,38% � � � � Lu `. W N o HORIZONTAL W CD � co 40 20 0 40 80 120 UJI 2596 T z 2596 cn co co N N m SCALE IN FEET SCALE 1 HORIZ 1 VER� � � � 00 II 1 o DWG.DATE 10/04/24 2592 ® > z 2592 VERTICAL > z _ PROD. NO. 231201 co co °° 4 2 0 4 8 12 DRo sHEET 11 OF16 S® KEARNEY AVE. W. E DER 2588 2588 SCALE IN FEET S-3 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 /SHEETS/231201-SS.DWG w ° � 1 iR OI � FO -FO EP FO FP FH EF� Ef�O`�PFO---Eft F®--�,-FQ-��r Fn N F® - - F(�_--fin- EX ssMH�Poa I -�-- F 9 _ STA=13+43 64 W.WALTMAN LANE EX SSMH 1.00 - �- -- - - - - - - - - - - - - - -STA=10+00.00 - - - �-fp - -" -� =- -------------------------------------------------------- " ------------- I ----- --- ---_----- --- ----------- - • S 2r 1 S 1 C�fAtELL LIST maa flg SEWER WATER KEYNOTEL S ea m ° 10 ITEM DESCRIPTION EX.SSCb 1.01A j Ni ®1._ A ° ®. .[t STA=T 94.15 E A8 ADAPTOR,8",FLG.X MJ 6"PIR 6"PIR 6"PIR JL B2 2"BLOWOFF WITH 8"GATE VALVE,PER STD.(W13) 17.0' �, o, �o �, BLOCK 1 C8 CROSS,8 x 8 x 8 x 8,ALL FLG. ,e o � 12.0° 1 2 3 4 5 6 7 8 9 1 E8 ELBOW,8 ,11 1/4 ,MJ ! - A. ! E18 ELBOW,8",221/20,MJ ! W8 `_� ° TB SSMH 1.104. ! NOTES: E23 ELBOW,8",450,MJ x FLG. > o' TB STA=18+59.30 Q 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN O SC=16+10 SC=16+64 SC=17+20 E28 ELBOW,8 ,45 ,MJ z H SI=2600.0 SI=600.3 SI=2600.5 SC=17+76 SC=18+21 SC=18+59 SC=18+72 SC=18+77co APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE CT LOCATION r SI=2600.7 SI_2600.9 SI_2601.1 SI=2601.1 SI=2601.1 1 OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES E33 ELBOW,8",900,MJ x FLG. TB ¢ W6 V6 SL=44 SL=44 SL=44 SL=44 SL_44 SL-53 ' ul) � SL SL � ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY �o e° V8 ( W8 8 L T7 0 R3 REDUCER,8 x 6",MJ x FLG. S2 ! co � LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE UNPLATTED V8 S2 S2 S2 TB NUMBER IS 1-800-342-1585. H FIRE HYDRANT ASSEMBLY COMPLETE PER STD. (W8)&(W9)&W(G5) ! N3 W8 N3 N3 N3 N3 o N a ! (NOT A PART) A8 L; a W8 E2s _ 3 SINGLE METERED SERVICE CONNECTION, WITH 3/4"METER AND �? � 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS S1 4"METER SETTERS PER STD 1 2 AND 6. ° _ T26 N °. _ a_ a °.: a a ° o o< 130° ° °Co MARKED PER STD SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. 3/ (W )'� ) } 8«W 315 LF N3 ���° 8"W 6 �U DOUBLE METERED SERVICE CONNECTION,1",WITH 3/4"METERS AND 6' W.BROWN TROUT DR. t34° 1O 0 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. S2 3/4"METER SETTERS,PER STD.S(W1),(W3}AND(!N6). N 90° ,� MIN' T MIN. 14p° o 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. L1 SLEEVE, 16",PER STD SW2) � N2 1350 O ( SS H 1.02 a. ® ° � SSMH1.11 J®� T7 TEE,81816",MJ X MJ X FLG. STA=15+30.05 d ° o- °. a 6�1,c, STA=19+05.90 Lo � �Q W a1° 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER.IN ALL OTHER AREAS THE N3 Q .J WATER MAINS SHALL HAVE 4'OF COVER. T26 TEE,81818",ALL FLG. r TB I °° 9 .40, 8 .000 N3 ° : E28 TB ® '"! N cr- z CO W P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) COD H S2 S2 S2 S2 134° N3 > N ui v z O SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD-403 - - - s0° - SC_ 19+26 0 m Wcmn " SSMH 1.03 SC=15+98 SC=16+33 SC=16+69 SC=17+03 SC= 17+38 SC=17+73 SC=18+08 SC 18+51 SI-2601.5 ! ®W V6 VALVE 6"GATE FLG.X MJ W o 8 S 9� SI =2599.9 SI =2600.1 SI=2600.3 SI=2600.4 SI=2600.6 SI=2600.7 SI=2600.9 SI=2600.9 J SL=44' oc O N v N STA=15+82.29 SL-34' 12 o z 0 a o SL=34' SL=34' SL=34' SL=34' SL=34' SL=34' SL=34' - cn � � ! �� "' V8 VALVE,8"GATE,FLG.X MJ y - o o; 0 18°S O° T7 V6 H TB TB T o W �, - - 1 S°Sa, a. rc o W6 WATER MAIN,6 PVC,C-900 W N 1 2 3 4 5 6 7 $ 9 W6 S2 v.i W o c W8 WATER MAIN,8"PVC,C-900 y T W 13 LFZ < BUCK 2 W8 SC=19+66 Q a Lu = AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES = a z SI=601.6 13 ® 0Q z a 9 THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLUG/CAP OR I W e Q N3 SL=44' ! �"'' w>- W BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN.IF A 1 8 N1 I co ® �®� o VALVE IS EXISTING AND THERE IS AN EXISTING VALVE AT THE - �,; cm im INTERSECTION,REMOVE VALVE AT BLOW-OFF. OTHERWISE,RETAIN ° ' BLOCK 5 I a N3 z cu � r c® VALVE AT BLOW-OFF IF IT IS A MAIN SIZE VALVE. cr ( � SC=20+06 ° PUBLIC ALLEY SI=2601.8 14 0 � SEE WATER NOTE NO. 2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. , N2 S2 SL=44 m y m N2 (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) N2 4"PIR 4"PIR o° ! N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. L - - - - J `� 4"PIR ! �SepNAC Fy _6"PIR p W8 SC 20+46 �� �EN�F� Cif o s SI=2601.9 15 °c w'ss 1 SL=44' a 15.5° =18+95 �. BLOCK 3 J . 2 2600.2 2 co 05 =44, N 3 4 5 6 7 8 9 N as (p N3 SC_20+86 SI 2602.1 c: q . SEE SHEET S-3 1+60 SC=20+95 SC 21+34 SL=44' 16 )2.0 SI=2602.2 SI=2602.2 S2 `� SL 44' SL=42' Cb 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 S2 N3co 0 N3 sc-21+6 2620 2620 IM Ns �$ SI_2602.3 17 ! w 00 SL 44' w F_ C y - 155 LF ° . a, N2 °O T26 A8 V8 V8 TB 0 `W 8W O -00N ° = 90° N3 SC=21+60 w x y 8"S 1300 SI=2602.2 O 2616 2616 91�° - SL-42 �, Q W SSMH 1.12 - 18 I- _ 00 W .:. STA=21+60.31 ! o y _ - . o oc co 8 .010 ! tQz00 CD S2 SSMH 1. 1 60 C6 ti cfl Nce) O CO CO STA=21+ 4.08 _ r 00 2612 oc r `�° �' T o~ r T o N M + 2612;:r SC=20+87 SC=21+26 SC=602 66 19 Z N 0 o ® M a� cD co + r �' SI=2602.2 SI=2602.5 SL=44' 0) ti N + T s N + rz FINISHED GROUND EXISTING GROUND T- c > ,- -- _ ,� `� - �- N3 uj c � cfl N o + cv 2 II + co M SL SL N o t Lu Now r cz LL it = II cc ujAT SEWER LINE AT SEWER LINE m ��, ¢ oc v, c°C.� o c7 + _ � � 9i � � Qcn cnoo � �• r N3 = �.. ! pC 2608C'i > � i cn 60 � � �- � � �, 2608 SC 22+46 v � ui W �., SI=2602.7 _ w II . , SL=44' 20 CD a LL VJ V! '���� -� - -� �_ ��_ �- - �.�-�-®® -� S2 CD ter_ - �-.��--.�� --- ° � 15.5 Q. ® wo 5.0' ! U- j 4"PIRR� N3 SC=22+86 W SLV � SI=2602.9 + � � 2604 ,° / 2604 �o a o :o z 4 PIRR 4 PIR N2 SL=44' 21 3i � W/SLV g°��y FUTURE - - - - - - - - - - --I 4 ® Z 271.37 LF 8"PVC @ 0.40% 0 - < a _ _ � 0 12®s 4''PIR -� Q 'PVC @ 0.40% - - - -�--. _ - 1 - e w 250.40 LF - - - - 8°IAI 42.60 LF a 8"PVC @ 0.40% M � M � � � V8 13 LF W6 0 ~ ® 1 2600 _ O 325.25 LF 8"PVC @ 0.40% 260® N2 J 8"PVC @ 0.39°� t _ cn w V8 T7 V6 H TB TB 22 W E T a A8 � ,� Q O - LU c`r'o w PQ o o r T26 I o -------------- --I - U 0 W v� to M P--=- P=_- = P- -p N w Q o Lu v� u) N N N 2596 _� - � CC; N N N II II a 2596 113 LF Q W8_----- __ �"" ® ® ® z `sg n EP EP EP EP W 1J-1 Z va c" w `n N z m lie W � � 000� Ncww N � > � � - cow J !1! \� � Lo N _C6 to" CD, co co = a a e a - - - - - - - - - - -J y w m LO N N O > > - O �. A . ® 0 W II II II >> m co 2592 _ 2592 a y w � � o co 00 W W. BROWNTROUT DR. S. MALAYAN AVE. � SSMH 1.13 ► 90° � SC-24+36 STA=24+35.67 SI_2603.5 24 111=40' 1"=4' SL_44 SCALE HORIZ VERT 2588 258� - - i 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 27 LF-29 GRAVEL MAINTENANCE B2 DWG.DATE 1®�04 f 1 ROAD PER CITY OF MERIDIAN STD. TB _ DETAIL G2 FUTURE PHC6E TANNER PROD. N0. 231201 VERTICAL 30,x 30'CITY OF MERIDIAN SEWER CREEK SUBDIVISION HORIZONTAL CAL SHEET 12 OF 16 40 20 0 40 80 120 4 2 0 4 8 12 AND WATER EASEMENT 25 S-4 SCALE IN FEET SCALE IN FEET /SHEETS/231201-SS.DWG �oILI W W u W II Jy ° ° = COD trr — — — — — — _ W.WALTMAN LANE - - W.WALTMAN LANELu— _ _ o _ _ _ W 7- , - o�e� o� o,,; - '� -------------------------------------------------------- ------------- ' ---------- ----------------------- _ _ - v y =1— o��_ o oHn o„p 0:ip 1 � ----------- ---- ----- --- --- -- — o, o„ —,T oi�� o_ _ ar 1 0�^ o — ——— ------------ ----------------------- --- L _ oi�; o;,p om o� 1 .news o o - - - - - ®� — asE� oi' ar+r o, o H or+p-- -- -_ u ,i. , ,.. ,,, ., a c.. ,.. „" r ^�— —...- ,,.,.— ' 7777 7 — .. .. , i — -- < 1 — . - /� �� r FHr � � TB E16 V6 7 LF S2 T8 TB S2 o 74 LF SLV 6"PIR 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES — --82 LF-- — - 441 LF 6°PIR 6"PIR 6"PIR 6„PIR 80 LF SLV L_ _( 6 Pi BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY L1 E15 S1 S1 P6 S1 S1 S1 214 LF — 98 LF 63 LF AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY a S1 P6 S1 S1 AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT � S2 I > E15 TB 1-800-342-1585 PRIOR TO ANY EXCAVATION. � V6 1 W uj 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. I Q L,FS_0' Lu '� _ 2 3 4 5 6 7 $ 9 y Y 1 _ � 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. v' BLOCK 1 CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. — cc - 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING SUBDIVISION FENCE LINES. -� P6 _ _ W o P6 1 COD - - - - - - --- _ � 5. SEE SHEET PIRR-2 FOR DETAILS AND NOTES. \ — --- --- o Ss � � sum~ E�jj I _ of rP o 0 o a �_ o � 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED&MAINTAINED BY THE HOA.THE BACK-UP — — — — — — — , _ — __ � 4 7T a A A a a I < � SOURCE IS A CONNECTION TO MERIDIAN CITY WATER CONSTRUCTED AS A PART OF 1 84 a A ` MERIDIAN DEVELOPMENT). 8'W 8"W / ;,,.. ®W 7. THEIRRIGABLE ��7� �� °C W.BROWN TROUT DR. RIG LE AREA IS . . . . SF(. . AC.). A 8"S 8°IS - e S2 o J 23 � o 1 I �W ---- — 6"PIR \ s w o TB c g \ 11 J 63 LF o m r P e E14 , e 4 � e6 �. n e � � Q � m Q� 6 � .Q o E V6 � ®� � S2 LL a CONNECT TO EXISTING PIPE � a W TB E14 cn FROM P \ O (V Z m z PUMP STATION. � � c� 16 LF a ` I LOCATION TBD \ �.... O z, W _ \ W N � Wok S1 W W QBIS I I \ ° A 12 � o' o o y8a cfl I I .� 00 r o W 31 °° a 2 3 4 5 6 7 8 9 I FO � � Qrj I= i 5.0 BLOCK 2 cc Q. LL F— NZ 0- 13 I PRESSURE IRRIGATION KEYNOTE LIST O <( �( � Lu LIJ LE s1 �ti I I �--- a I S1 I 00 owe r ITEM DESCRIPTION L.L. W m W 12W Es I I T- f _ _ = � I R AIR RELEASE VALVE-INSTALL WHERE NEEDED " J S1 Sl S1 S1 S1 S1 S1 S1 ® ®o m I TB i r 22 LF SLV C4 PLUG OR CAP,4°° c a i I fi 22 LF SLV 22 LF SLV S1 o Z Z J I T7 I 22 LF SLV k 22 LF SLV '"`22 LF SLV 22 LF SLV 22 LF SLV ca 14 I " � � 15 `' c` — _ C6 PLUG OR CAP,6" o 2 I Tg V4 I SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 o m �'W S2 I _ _ _64 LF SLV — �� 49 LF SLV I ` Q PRESSURE IRRIGATION MAINLINE DRAIN m P6 A L J 72 LF 5 _ 4 PIR 300 LF _ 4'°PIR — = 411PIR T7 TB I E9 ELBOW,4", 11 1/4° TB E16 S1 na — —1� IMP V4 ,� �4) 0 53 LF 98 LF I o 6 PIR a 57 LF SLV 6 PIR 15 LF SL8 a S1 S1 S1 S1 S1 S1 P4 S1 S1 V4 A SL8 V4 P4 P6 E12 ELBOW,411'900 �S�ONAL FyC Il -1-4- '--- — 1i 91 LF 69 LF '� — _ 82 LF o e 1 �i C,ENS o � 12 S N1 N1 15 5.0 M V4 L1 � V4 `"' P6 E16 ° BLOCK 3 S1 G ELBOW,6",221/2° �4 �� a N1 I \ E1611,450 a 7� N1 2 Tg 2 3 4 5 6 7 8 9 Q5 ELBOW, 20305 5.0' 3 S1 I I 1 ( I E16 ELBOW,6 ,90 S1 P4 PRESSURE IRR.MAIN 4" PVC CL-200 a a a a 16 tiV S1 {@L �o P6 PRESSURE IRR.MAIN,6",PVC,CL-200 E 3 S1 a c I I S1 IRRIGATION SERVICE,3/4'° 16 ¢ I s ®; o I S2 IRRIGATION SERVICE,S1 = P4 I x I occ •- d. z BLK �4 �e ao I " 1 v; I SL4 SLEEVE,4"PVC,A A C-900 o G 17 III I „ o I 4 0 e Q 6. 8 A Q a 6 d ( I SL8 SLEEVE,B PVC,A A C-900 w co o S1 0 i u a N m A v 4 ,; I e 8"UV 8' — sL12 SLEEVE, 12"PVC,AWWA C-900 U) � p o I O -o P6 � r S1 N — W.EIDER DR. I co :M m I 811S — 811Q — T5 T E,r4 °F °F X cl) .___o S1 �I W � t 18 — T7 TEE,6"x 6"x 411 o L2 ® A N I S1 I e - e I III T8 TEE,611 x 611 x 611 ® o t I � _ I L { TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN). t— 5 Ey_ Qa I P6 V1 VALVE, V,GATE p o 19 I V4 VALVE,4"GATE w oao S1 I o z � N s S1 TB S1 V6 VALVE,6"GATE N 6 E12 I I o =4 R N1 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND ® a I s V4 r I I RECOMMENDATIONS. (AS REQUIRED EVEN IF NOT SHOWN). s1 BLOCK 4 I s1 I 69 LF SLV W aC -- TB Q I v �8 ' s2 - - - 95 L - - 2 3 4 5 z 20 6 6 7 g E9 V4 1 E12 SL8 S2 J TB V4 a °O TB ai S1 S1 S1 S1 S1 S1 S1 / P4 T5cn S2 S1 P4 SL8 I - 5.0' II • � V1 0 ° 4"PIR 411PIR 21 m O -o V6 S2 7 � �,p d a �� 88LF �-- - - - - - - - - -207LF- - - - - - - - - - - — ,_ gBCFs� P4 0 � _ TB E12 ° ®. � - V � Q. ------- 4 u f a ° 4 o, 6y F 4"PIR M - - - - - —. �. _ _ ° 12°S — _ _ F 89 L T7 TB 1 � v 8'W 8"W ®a. °.ae ®a a V4 E9 TB S2 `-�_ P4 z z I - Q ° a. er cn NLF o -j }� — - I TB T7 I - O O N ry®R = er L1 S2 r 4 P4 -- T a 4 0 8 LF V4 J < cr — — — — - - p W.RUDDY DR.A Q - - - - - - - - � � 1 QA 22 I c4 © A ° I 4 - ° ®, n 4. . . ��j C6 TB Ld C) W V6 1 BLOCK 7 I I BLOCK 4 Z cr P6 _ _ �A 04 S1 ¢ o ° I I TB Q 13LF _ -- - - - - - - A oo (� � � Lu o ' I I _ PRESSURE IRRIGATION LEGENDLIJ c _ III I I � 9 — _—_ cn N u' G � � TB V4 E12 S2 _ °O 23 I 4"PI EXISTING PRESSURE m I I I P4 � P4 4 ° a ° IRRIGATION LINE � O 153 LF T5 TB ®.. a op 200 LF _ _ 7 LF 4 PIR -z FUTURE PHASE TANNER III U- FUTURE PHASE TANNER CONSTRUCT PRESSURE S2 III IRRIGATION LINE&SERVICES CREEK SUBDIVISION \� ° a TB CREEK SUBDIVISION SCALE 1" 40' � I I� TB C4 �\ ° e a = . _a. V6 fir_ _ _ ► CONCRETE THRUST BLOCK W.BACKWOODS DR. \ P4 o E12 III I ® VALVE `�' \ 84 LF �� DWG.DATE 10/04/24 ~ 2 I I \ _ 4"PIR — ^� _ 4 I I f SLEEVE(A A C-900 OR C 9D5) PROD. NO. 231201 —-- --- \ O / SL4 (see keynote list for size) E1 s HI ` 2 � \ �\ � 120 III \ TB TB C4 0— DRAIN SHEET 13 OF 16 AIR RELEASE VALVE I 40 20 0 40 80 120 III s� � � �I � 1 I III ono SCALE IN FEET /SHEETS/231201—PIR.DWG PRESSURIZED IRRIGATION (VOTES 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. 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 1 3' SDR 21" PVC RISER EXTEND 18' ABOVE GROUND 12 OF THE WASTEWATER RULES(IDAPA 58.01.16). O3' x 4' x 6' CINDER BLOCK (OR EQUAL) 11 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A LLJ MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS ail O4' or 6' x 1' SADDLE MINIMUM 9 THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 4 4' or 6' MAIN LINE MINIMUM co 1 LOT 5' 58.01.16). ' 'or 0 0 ® Wa J 1' BRASS PIPE 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO(2)INCHES WIDE,METALLIC RED IN COLOR,WITH THE WORDS a Cc, DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH.PLACE THE TAPE BETWEEN SIX(6)INCHES crC6 uj 6 1' 200 PSI POLY 18' ABOVE GROUND 5' BACK LOT BELOW THE SURFACE AND EIGHTEEN (18)INCHES ABOVE THE TOP OF THE PIPE. o 21 O O cn 90 3 SIDE LOT PVC RISER z O1' BRASS CURB STOP (TYP.) 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE >" O �' � Q W PRESSURE IRRIGATION PIPELINE - WATER. ® ..,.. N ffiN m O ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE ZWF� C t N � � � TYPICAL PIPE LOCATION 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. o 5 9 3' FEMALE ADD. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN(10)FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,PRIVATE ROADWAYS Q > r m W O N O NOT TO SCALE AND TRAVELWAYS. w u __ � � cm"Z 10 LOCATER WIRE 9. ENGINEERING SOLUTIONS SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION - r 2 G r oo � 3 5 7 6 AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT.FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED. . . J �- coo 11 3' PVC PLUG o - 12 10. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES.WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN W O MARKER, STEEL 1' POST THE ~ W 4 ORDER TO CROSS A STREET, E DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. O Q Q Oo < o , � 11. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY(150)POUNDS PER SQUARE INCH(PSI)WITH ALLOWABLE LOSS IN LL F Cl � ui 8 2 ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC. 0 O o0m 0 } "MODIFIED" TYPE A RISER 12. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH THE NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD z SPECIFICATIONS FOR PRESSURIZED IRRIGATION SYSTEM-LATEST EDITION,EXCEPT AS MODIFIED HERE ON. o SHORT SIDE SERVICE cn CD NOT TO SCALE 13. ALL PIPE SHALL BE PVC-CLASS 200-SDR21 OR BETTER. PIPES THREE INCHES AND SMALLER SHALL BE SOLVENT WELD.PIPE FOUR ca INCHES AND LARGER SHALL HAVE MECHANICAL JOINTS. 14. MINIMUM DEPTH COVER OVER ALL PIPE SHALL BE 30. �S`pNAL F`I/ DOMESTIC WATER METER BOX COVER ENS OBLITERATE WORDS "WATER METER' FORD N0. 15. MINIMUM COMPACTION SHALL BE: a ,e C �! � A.95°10 IN RIGHTS-OF-WAY.X43 CAST IRON WITH 12 1/2 203�5 LOCKING LIDS7 B.85%EVERYWHERE ELSE. 30� 20 PVC 16. CONCRETE THRUST BLOCKS SHALL BE REQUIRED AT ALL TEES AND BENDS AS SHOWN ON THIS PLAN.ANGLE FITTINGS REQUIRED AT ALL �p ATE OF e®�� \\ \\ \ CHANGE OF DIRECTION OF PIPES OVER 11 1/4®WHERE SHO ON THIS P `Sy(/ ��� O 3' SDR 21' PVC RISER EXTEND 18' ABOVE GROUND /\\ \\/\ BALL CURB STOP 12 %�/ /�� BBAALL B VALVE SUCH AS 17. ALL SERVICES SHALL BE PLACED AS SHOWN ON THIS PLAN.THEY SHALL EXTEND PAST PROPERTY LINE INTO LOT AS SHOWN ON DETAIL. FORD 2 3' x 4' x 6' CINDER BLOCK (OR EQUAL) 1 1/2 BRASS PIPE \/ \// o 1 1/2 PVC PIPE 18. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL OTHER UTILITIES BEFORE INSTALLING THE IRRIGATION PIPE. 1 // / / , a a 0 �/\ .- O 4 or 6 x 1 SADDLE MINIMUM \ \� 19. CONTRACTOR TO VERIFY LOCATION OF ALL LANDSCAPE LOT SERVICES OWNER PRIOR TO INSTALLATION. a 00 \/\ / /�/\/\, w Go O 4 or 6 MAIN LINE MINIMUM 20. WHERE PIPE MUST BE DEFLECTED TO KEEP ALIGNMENT SHOWN ON THIS PLAN,THE CONTRACTOR SHALL NOT EXCEED PIPE 0 Z (0�. o o O\� MANUFACTURERS RECOMMENDATIONS. PO o 1 POLY PIPE 200 PSI \/ ° ° o\ ° o o aSo°oo/\ O - cq 00 0 �O Oo \�\/ �Oo o ° o °o 00 0 o000'00 \� 21. ALL VALVES MUST BE AT MOST 1 Y FROM THE STREET RIGHT-OF-WAY UNLESS OTHERWISE SHOWN. W v m / / , , / � 000 , 9 O 6 1 200 PSI POLY 18 ABOVE GROUND \ \ \ \ �o Q \ � � � 22. ALL VALVES AT STREET CROSSINGS SHALL BE ON BOTH SIDES OF STREETS. o a 7 1' BRASS COMP. COUPLINGS \//. //. //. //� /. /� co C) Fr Z MIN. 12 DRAIN ROCK MIN. 1 CU YD. 23. CONTRACTOR SHALL INSTALL PLUGS AT END OF FITTINGS THAT SERVE AREAS NOT INCLUDED IN CONSTRUCTION OF THIS PHASE. y 00 Q 1' BRASS CURB STOP ® 0, 1 AT BOTTOM OF VALVE DRAIN ROCK 0 1-1 FOR SUPPORT Q DRAIN VALVE 24. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS SHOWN ON THIS PLAN BEFORE PIPE INSTALLATION. w o 9 ROCK CHIPS � �� NOT TO SCALE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING DISTURBED FENCE AND LANDSCAPING IN ORDER TO INSTALL NEW 0 10 3 App• SERVICES.EACH HOMEOWNER SHALL BE NOTIFIED AT LEAST 24 HOURS BEFORE ANY PROPERTY DISTURBANCE. N 0 6 0 11 LOCATER WIRE 3 7 5 7 8 26. RETAIN AND PROTECT ALL EXISTING UTILITIES AND IRRIGATION FACILITIES. 12 3' PVC PLUG 4 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 Cn 13 m O (EVEN IF NOT SHOWN). L LJ MARKER, STEEL 1 POST �-- 9 2 28. WHEREVER THE PRESSURE IRRIGATION LINE CROSSES THE GRAVITY IRRIGATION OR STORM DRAIN AND THERE IS A CONFLICT,THE O PRESSURE IRRIGATION LINE SHALL GO BELOW THE GRAVITY IRRIGATION OR STORM DRAIN AND A DRAIN SHALL BE INSTALLED AT THE Z LOW POINT OF EACH LOCATION,UNLESS THE PRESSURE IRRIGATION LINE CAN GO OVER THE GRAVITY IRRIGATION OR STORM DRAIN AND • m 06 O STILL HAVE A MINIMUM COVER 0F 30Ff. c � MODIFIED„TYPE A RISER o J LONG SIDE SERVICE 29. CONTRACTOR SHALL INSTALL PRESSURE IRRIGATION LINE TO DEPTHS THAT MATCH THE FINAL GRADING PLAN WITH 3011 OF MINIMUM •NOT TO SCALE COVER. 30. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT INCLUDING COMMON LOTS,EVEN IF NOT SHOWN. p Q 31. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 0* Z O CONSTRUCTED. z Q 0 32. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE v 6 PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEG)AND V) U THE CITY OF MERIDIAN WATER DEPARTMENT. o o cr cr LLJ�M W V C/) C/) LU cr SCALE 1" = 40' DWG.DATE 10/04/24 PROJ. NO. 231201 SHEET 14 OF 16 PIR-2 /SHEETS/231201-PIR.DWG W 20'ALLEY LOT u, z z J 0 10, 10, o 2' 8' 8' 2' B A I A B 20°SHARED DRIVEWAY uj uj C C D E I E D C C z 5' 2' 16 2' 1� OA 2.5"ASPHALTIC PAVEMENT © 4"OF 3/4"MINUS CRUSHED GRAVEL a_i F E D B C A 1.5% D © 3"ROLLED CURB AND GUTTER-ACHD �p 14"OF 6"MINUS PIT RUN GRAVEL MIN. SUPPLEMENT TO ISPWC SD-702 LANDSCAPE,SEE PLAN f- COMPACTED STABLE SUBGRADE PUBLIC ALLEY SECTION -20' WIDE LOT 3°ROLLED CURB&GUTTER N.T.S V) G � Of O 2"ASPHALTIC PAVEMENT �E 51W x 21D-1 ''-2"CLEAN DRAIN ROCK J 0 i J 2t 62 _ UB 4"OF 3/4"MINUS CRUSHED GRAVEL ® DECORATIVE PERMABARK PER DEVELOPER O L a= C;i 8'ACHD �� 50°ROW 8°ACHD i © 12"OF 6"MINUS PIT RUN GRAVEL COMPACTED STABLE SUBGRADE UPPER 6'° _ o i SIDEWALK SIDEWALK o w J� TO 95°!°OF MAXIMUM PROCTOR DENSITY o ��` o EASEMENT i 25' 25° i EASEMENT OD ACHD SUPPLEMENT TO THE ISPWC STD DWG SD-703- Z J m i 21W x 8"D CONCRETE RIBBON CURB NOTE: U. Ill �' W �� W wC,3 5'SW 8' 18° 18' 8' S°SW , a J ® o M uI iBow- pop i INSTALL 2 RIBBON CURB ON w 1 7' 7' 1 ; SIDES AND END OF DRIVEWAY. z W N �W " 1,LANDING2' 16' 16' 2' m 1 LANDING 1 LANDING 1 LANDING 0SHARED DRIVEWAY SECTION - 25 WIDE LOT o � r m�wm O o �W ® 0.5' 0.5' I a 2'RIBBON CURB U C A A C a N.T.S r a w 1.5% B -2.0% B 1.5% s r o -y- -2.0% --- Fo Q CL cl CI LL-CD ZZ Z m a z O< ;C5*1 0 � - s D E F F E D LL E--- W v Lu t o o f U ui CC® w J LU w CD 5"CONCRETE SIDEWALK-ACHD CDm O 3"ASPHALTIC PAVEMENT O SUPPLEMENT TO ISPWC SD-709 18°'OF 6"MINUS PIT RUN GRAVEL °C z C) © 3"ROLLED CURB AND GUTTER-ACHD ® COMPACTED STABLE SUBGRADE m o SUPPLEMENT TO ISPWC SD-702 OD 4"OF 3/4"MINUS CRUSHED GRAVEL m STREET SECTION - 50 RIGHT-OF-WAY NOTE: R11 R oNAL S. KEARNEY AVENUE BASE AND SUB-BASE SHALL O� CAL CUR ��S`GENS STA. 10+55.58-17+26.16 EXTEND 6"MINIMUM BEHIND �5� � O�c ` 3"ROLLED CURB&GUTTER-DETACHED SIDEWALK CURB. 5`� a �`� A. � N.T.S • . 20305 NOTE:LOCAL STREETS SHALL BE A SP-3 0.5 INCH 6")MIX,PG 58-28. • / v0 '�lF Of /_ • sy�A 47°ROWNo - • F �- 21 5`SIDEWALK 16.5' 16.5' 5'SIDEWALK 2' Re o 0 • - w 00 x",1'LANDING 21 14.5' 14.5' 2' V LANDING V) (0 © 00C A A W a C g I g C ° � 0 0 1.5 d® 2.0% i 2.09'® 1.5 ,.. 00 031 CD p E F I F E p TRANSITION SECTION - VERTICAL CURB AND GUTTER W00 T CURB AN � �_ °, 5"CONCRETE SIDEWALK-ACHD °° �° O ROLLED CU D GUTTER � O 2.5 ASPHALTIC PAVEMENT © SUPPLEMENT TO ISPWC SD-709 ® 14 OF 6 MINUS PIT RUN GRAVEL N.T.S N o © C)3"ROLLED CURB AND GUTTER-ACHD T COMPACTED STABLE SUBGRADE a SUPPLEMENT TO ISPWC SD-702 OD 4"OF 3/4"MINUS CRUSHED GRAVEL STREET SECTION - 50' RIGHT-OF-WAY LOCAL STREETS 3"ROLLED CURB&GUTTER-ATTACHED SIDEWALK N.T.S • NOTE:LOCAL STREETS SHALL BE A SP-3 0.5 INCH 0-)MIX,PG 58-28. � o O „ 6" 5-OR 10'SIDEWALK(SEE PLAN) ' C) (n 1 R 1/2„R 1' � 1' 5"CONCRETE z z < 64'ROW co4 LANDING 1.5%MAX. LANDING F-: o . SLOPE O „Q W 1.5° 5'SIDEWALK 21° 9°ISLAND AREA 21' 5'SIDEWALK 1. ' o O° ~ o -�..-- 5 o$� 4 f QLu 1 2 18.5 0.5 � 0.5 18.5 2 1 000� v_ jj\\//\\ � ry- � Q P \\ijs w v �LANDING LANDING Qo 000 y\� \ \ �\ \�i��\%\\; Z 0.5' 0.5° I 0.5° 0.5' ��°°oo \��e�a\��\\����°�;\i`�`i/�\\��\\/°✓ 4„OF 3/4"MINUS o o C G 000 / CRUSHED GRAVEL F C B A 2!0 000 gill (1.5°d°�iUIIN.) A G H (1.5%MIN.) B C :a 8" 6" \w 5 OR 10 WIDE SIDEWALK W � I\01\/:� 6" VERTICAL (ISLAND) CURB LOCAL STREETS V D �/i�/i�/i0/i�Ji\ ie/i`/i�/i�/i� ,Jib/i�/i�/i�/ ./i�/i�/r\/i�/i�J��/i�/i�/i`/i�/i�/ie/ ./i� i�/i�/i�/i�/i\/i0/i�/ie/i�/ie/i�/s�/i�/i°; �/i�/i�/i0/i�/ ./i�/r�/e�/i\/i. i�/i�/i�/i�/��,i D _ a PER I.S.P.W.C.SD-701A PER ACHD SUPPLEMENTNT.S TO I.S.P.W.C.SD-709 CD1 F D E F E D F N.T.S NOTE:SIDEWALK SHALL HAVE A MIN.CROSS SLOPE OF 1.5% OEE 3"ASPHALTIC PAVEMENT © 5"CONCRETE SIDEWALK-ACHD O 18"PIT RUN GRAVEL ® 6"VERTICAL(ISLAND)CURB (TO TOP BACK CURB OR EDGE TO EDGE) SUPPLEMENT TO ISPWC SD-709 SCALE AS SHOWN 6"VERTICAL CURB AND GUTTER-ACHD ® COMPACTED STABLE SUBGRADE ® CENTERLINE STREET DESIGN SUPPLEMENT TO ISPWC SD 701 O 4"OF 3/4"MINUS CRUSHED GRAVEL DWG.DATE 10/04/24 STREET SECTION / ISLAND - 6,4' RIGHT-OF-WAY NOTE: PROD. NO. 231201 rls BASE AND SUB-BASE SHALL W. RUDDY DRIVE EXTEND 6"MINIMUM BEHIND SHEET 15 OF 16 6"VERTICAL CURB&GUTTER-ATTACHED SIDEWALK CURB. ACHD N.T.S NOTE:LOCAL STREETS SHALL BE A SP-3 0.5 INCH Of)MIX,PG 58-28. DT- 1 /SHEETS/231201-DTL-I.DWG MONITORING WELL INSTALL LID TO GRADE (SEE PLAN VIEW FOR LOCATION) FINISHED GRADE 2605.0 (MINIMUM ELEV.) MONITORING WELL, INSTALL LID TO MONITORING WELL INSTALL LID TO GRADE, (SEE PLAN VIEW FOR WHICH GRADE (SEE PLAN VIEW FOR LOCATION) _____ ____ SIDE MW TO BE INSTALLED). FINISHED GRADE 2604.5 III I I=1 I ICI 1=1 Ed 11--11=1 11= 11-1 11=1 11=1 {1=1 I I (MINIMUM ELEV.) FINISHED GRADE F 11 i I-1 I i=1 I I-1 I I-1 I I-1 I fT1 I i-1 I i-1 I I^III-1 I I-1 I I00- - _ _ (MINIMUM ELEV.)ELEVATION _ 1=1 I {=1 I 1=1 I 1=1 I 1=1 I i=1 OF ROCK = 2603.5 ®p o I III-1 I ICI 11=1 I hI 11=1 I I 111=1 11=1 11=1 1=1 I = I I-1 11=1 11=1 I I-1 I I-1 11=1 �5 4s 001 I=1I I-1 I I=11I-1 I I=1 I I MAXIMUM ELEVATION I I I I-1 I l-1 I I-1I 1=1I I-1I I-1 I I-1 I I-1I I-1I1=1 I I-1I I ° °0F oa 18" PERF (TOP HALF) MAXIMUM ELEVATION 18" PERF (TOP HALF) ADS N-12 °° 1 1 ADS N-12 PIPE, SEE o0 0 00 o OF ROCK = "G" OF ROCK = 2603.0 ®° 00 4.PIPE, SEE DETAIL, THIS SHEET 00 8 18 8 DETAIL, THIS SHEET ° ° © 18" PERF. TOP HALF ADS N-12 �o °® Y Y ° 18 ( ) 0 18 PERF (TOP HALF) cSl ° PIPE, SEE DETAIL, THIS SHEET " ADS N-12 PIPE, SEE '®'o � � 18 PERF (TOP HALF) ADS N-12 18" 18° DETAIL, THIS SHEET + °® 20600.05 02600.05 2600.05 �, `i z a _ PIPE, SEE DETAIL, THIS SHEET 00 NON WOVEN GEOTEXTIL.E FABRIC ' w »�» NON-WOVEN GEOTEXTILE FABRIC - THREE (3) SIDES PER ACHD `" " o N �' THREE (3) SIDES PER ACHD ® U REQUIREMENTS (SECTION 8200 0 00 REQUIREMENTS (SECTION 8200 PG. 28) _ a 02601.5 2601.5 N N � PG. 28) NON WOVEN GEOTEXTILE FABRIC a z o v �' ° 4 - THREE (3) SIDES PER ACHD ° "' �' I I o0 0 0°0 " " REQUIREMENTS (SECTION 8200 0 NOTE: Of ELEVATION TOP OF SAND = 2598.0 0 °o I a ELEVATION TOP OF SAND = H OL PG. 28) 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS _ ° ° °° . _ _ . °. . v .. I I o S BE IN ACCORDANCE WITH AASHTO M304 03 0 LE ° _ _ .• . � _• • -• , ELEVATION TOP OF SAND 259 0 ° AND ORIE UPWARD FROM TOP HALF (ACCEPTAB �U J -a 0 © a ®° ° PIPE REPLACEMENT: 18"� ADS N-12 HDPE ® :: MINIMUM ELEVATION F SAND - 2596.5 - .0 •,'. ® MINIMUM ELEVATION OF SAND "i".1 00 ° PERFORATED PER AASHTO M 294). [� ° I I I FINE AGGREGATE WILL MONITORING WELLS TO o° ff O m o MONITORING WELLS TO MEET THE GRADATION BE 1' PAST SAND. FINE AGGREGATE WILL MEET THE MINIMUM ELEVATION OF SAND = 2598.3 °0 : :::: : :: :- :. = :: :�' : : :: • : -' 1 8 PIPE PERFORATION DETAIL z o BE 1' PAST SAND. REQUIREMENTS OF ISPWC " " " " GRADATION REQUIREMENTS OF ISPWC � LL d' 2 w 10' 1 p' 10' 1 p' C D " " _ I I I FINE AGGREGATE WILL (TOP HALF) � O N �� SECTION 801 FOR "FILTER SECTION 801 FOR FILTER SAND MONITORING WELLS TO c l - SAND" - SEE TABLE 1 " " SEE TABLE 1 OF THE ISPWC MEET THE GRADATION N.T.S. Z '.,,,� O z W 40 OF THE ISPWC ® BE 1 PAST SAND. REQUIREMENTS OF ISPWC W N W a o 7.5' 15' 7.5' SECTION 801 FOR FILTER o ' T m W U; SAND" - SEE TABLE 1 O w= SECTION VIEW SECTION VIEW 30 O OF THE ISPWC 0 r cm:)SECTION VIE CID W MONITORING WELL, SEE PLAN MONITORING WELL, SEE a' C� (j.j ®� SEEPAGE BED NOTES LL z VIEW. INSTALL PER LATEST EDITION HGW NOTE: PLAN VEIW. INSTALL PER = a- - R OF ACHD SUPPLEMENTAL SD-627 SEE TABLE FOR HIGH GROUND LATEST EDITION OF ACHD HGW NOTE. 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, a WATER INFORMATION (NO GROUND SUPPLEMENTAL SD-627 SEE TABLE FOR HIGH GROUND MONITORING WELL, SEE PLAN VERIFY WITH ACHD OR ENGINEER IF NEEDED. O a c•, o WATER INFORMA ION NO GROUND VIEW. INSTALL PER LATEST EDITION O 0 E W o WATER ENCOUNTERED). ( LL I""' OF ACHD SUPPLEMENTAL SD-627 W m W N o o WATER ENCOUNTERED). 2. CONTRACTOR SHALL. NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS LE�L L S cn ao _ O ®o c,U) 00 c� c� o ENCOUNTERED !N 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY ,. N LLJ 0 50' MIN. FROM OUTSIDE B® ® INFILTRATION FACILITY, AND/OR IF IT IS HIGHER THAN ANTICIPATED. G M o 0o a cc 0 o • o 0 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST Ncm wLU I 00 W o o ,� W a 9 PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL cn LO N �o EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO (PERFORATED) BEGIN PIPE CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO 55�®NAL le� BEGIN PIPE (PERFORATE) ACHIEVE THE REQUIRED INFILTRATION. ���' �.�GEN 1 1771SFO Cry c� (PERFORATED ) a li z IIr I BEGIN PIPE 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. Z03 5 II II II � y `n cn o 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS ��,l I/®!l�b Ia < I I 1�, I I N I FULLY EXCAVATED. qr epP � I I � P � o �0F o ® Q I o I 6. SEEPAGE BEDS SHAL.L.. BE CONSTRUCTED PER THE ACHD 2017 STORMWATER ICI I> I I> �., II II W m a ,� DESIGN GUIDELINES BMP 20. m W I � I I I W ICI Cs ocm ICL I loI � loI o0)v v v ~I I W M o SITE NOTES. N�� � 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM Cb ,�o o ® ® I o ( o ® DRAIN FACILITIES. -00 cv L I� I I v l im I I I MONITORING WELL, SEE �i 4 i PLAN VIEW FOR WHICH '�' ® o w o 0 " " Zo SIDE MW TO BE I a I I I I k'- I 2. CO CTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN _ °�° I I ao I I I oo ci SYSTEM. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED o MONITORING WELL, SEE PLAN 2 INSTALLED. INSTALL PER o INSTALLATION. o ® 00 VEIW. INSTALL PER LATEST LATEST EDITION OF ACHD I I I I I I - o EDITION OF ACHD I I I I I I MONITORING WE SEE PLAN a_ a z 00 SUPPLEMENTAL SD-627 I , �� U, Q to SUPPLEMENTAL SD-627 1 I I , I VEIW. INSTALL PER LATEST 2 I°® I law-D I 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND O o mINFILTRATION SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD 2' EDITION OF ACHDCO LO INSPECTION DURING CONSTRUCTION FOR PLACEMENT OF THE MARKERS LO (PERFORATED) (PERFORATED) END PIPEL SUPPLEMENTAL SD-627 I ( I PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. z v END PIPE END PIPFJ j (PERFORATED) ;r, cv i (PERFORATED) 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA ? a 1' (CAP END) (CAP END) C-905) MAY BE PVC ASTM D 3034 (SDR35) OR ADS N-12HP. Tl(P. ALL PIPES END PIPE 1' ( ) 5. ALL PIPE ANGLES OUT OF STRUCTURES SHALL BE 9T, UNLESS oC" "D" TYP. ALL CAP END PIPES OTHERWISE SHOWN. SEE PLAN VIEW, SHEETS SD-1 AND SD-2. 10 10' 10' 10' "B 7.5' 15' 7.5' 6. SEEPAGE BEDS SHALL. HAVE A MINIMUM OF 1.5' OF COVER.40 !•y 7. USE FLOWABLE FILL TO ACHIEVE COMPACTION WHERE NEEDED. ►�I m . h1 0 U) SEEPAGE BED PIPE NOTE. PLAN VI E 3 SEEPAGE BED PIPE NOTE. o � � = J P LAN VI EW ALL PIPE ELEVATIONS SHOWN ARE AT SCE OF SEEPAGE ALL PIPE ELEVATIONS SHOWN BEDS, SEE PLAN VIEW FOR ARE AT ENTRANCE OF SEEPAGE � � SLOPES AND OTHER PIPE BEDS, SEE PLAN VIEW FOR PLAN VIEW_ z� W SLOPES AND OTHER PIPE MONITORING WELLS z ��pp ff? Z 0 SEEPAGE ELEVATIONS. E P�GE ED #1 .2 t�G 1 . 4 ELEVATIONS. N.T.S. � O ~ � N.T.S. SEEPAGE BED #1 .3 coNTROL POINTs NORTHING NG � z " SEE BELOW: ASSUMED PERCOLATION RATE o Q ASSUMED PERCOLATION RATE: 8 /HR N.T.S. E SECTION 13 704t266.8 2,454,162.4 z < < � � Q GROUNDWATER ELEV. BELOW: 2594.3E ASSUMED PERCOLATION RATE.. C 1/4 SECTION 13 704, 8"/HR 292.9 2,451,519.8 W �, GROUNDWATER ELEV. BELOW: 2596.7E MONITORING WELLS Z V) U MW = MONITORING WELL PER ACHD SUPPLEMENTAL LL_ STANDARD DRAWING SD-627. BED# 79 "B" "C" "D" DE "F, "G" "H" "I" "i" Groundwater Assumed �w �- Elev. Below Percolation Rate I U) 1.2 133' 10' 7.5' 2.5' 5.5' 2605.0 2603.5 2598.0 2596.5 2600.9 2594.3E 8" HR Uj cn 1.4 172' 15' 7.5' 7.5' 4.5' 2607.1 2605.E 2601.1 2599.6 2604.0 2598.1 f 8"/HR GEOTECHRIICAL REPORT SCALE AS SHOWN SOILS AND GROUNDWATER INFORMATION PROVIDED BY ALLWEST DWG.DATE 1 1/01/24 TESTING,REPORT DATED SEPTEMBER 27,2024. PROD. No. 231201 dhc SHEET 16 OF 16 T-2 /SHEETS/231201-DT2.DWG