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HomeMy WebLinkAboutCC - Construction PlansABS Acrylonitrile -Butadiene -Styrene cf Cubic Foot DWG Drawing 1. All construction work shall be done in accordance with the current version of the Idaho Standards for STANDARD ABBREVIATIONS IATIONS MH Manhole PP Power Pole SB Seepage Bed SY Square Yard ABAND Abandoned CI Centerline E Eosting main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on for a potable water main and non -potable water main to cross with less than eighteen (18) the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public MW Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent ACP Asbestos Cement Pipe CO Clean -Out (Sewer) EA EACH FL Flow Line INV Invert N Northing PT Point of Tangency SEC Section TC Top of Curb AH Ahead CONC Concrete EC End of Curve FTG Footing IRR Irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone ALT Alternate CONST Construct, Construction EG Edge of Gravel FS Finished Surface PSPWC Idaho Standards For Public OFL Overflow Pipe PVMT Pavement SG Sand and Grease Trap TOB Top of Bank BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Pole TOE Toe of Slope BK Back CTV Cable Television EM Electric Meter GB Grade Break IVC Island Vertical Curb PC Point of Curvature R/W Right -of -Way SPRK Sprinkler TOPO Topography BM Bench mark CY Cubic Yard EP Edge of Pavement GIRR Gravity Irrigation L Length PCC Point of Compound Curvature RCP Reinforced Concrete Pipe SS Sanitary Sewer TRANS Transition BVC Beginning of Vertical Curve DBL Double EASE Easement GM Gas Meter LIP Lip of Gutter PE Polyethylene REF Reference STS Storm Tank System TYP Typical BW Back of Walk DI Drop Inlet EVC End of Vertical Curve GR Grade LF Linear Foot PIRR Pressurized Irrigation RL Ridge Line STA Station VB Valve Box CB Catch Basin DIA Diameter EXIST Existing HDPE High Density Polyethylene LP Low Point PL Property Line RR Railroad STD Standard VC Vertical Curb 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with DIP Ductile Iron Pipe FG Finished Grade HORIZ Horizontal LT Left POC Point on Curve Rt Right SVC Supered Vertical Curb VERT Vertical with City of Meridian Public Works Department a minimum of twenty-four (24) hours prior to the retest. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot DW Driveway FH Fire Hydrant HP High Point MAINT Maintenance POT Point on Tangent S Slope SW Sidewalk WM Water Meter NATES STREET PLAN T LE" GENi) 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on GENERAL CONSTRUC110N WATER SEWER 1. All construction work shall be done in accordance with the current version of the Idaho Standards for 1. Construction of the water system shall conform to the standards in the Idaho Rules for 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any Public Drinking Water Systems (IDAPA 58.01.08) as well as the standards and specifications 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. addendums), the requirements of the Ada County Highway District (ACRD) and/or the requirements of the referred to in General Construction Note No.t. 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling path of a lane. Matchline shall only fall in the center or edge of a travel lane. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm standards or specifications. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water to ISPWC SD -702 & SD -709 sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on for a potable water main and non -potable water main to cross with less than eighteen (18) the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public site at all times during construction (available on the website). Failure to hove a current copy of the inches of vertical separation, the crossing shall be constructed in accordance with Section Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section approved in writing. The following variances, listed by date and short description, were approved for the - - - • - - - Right -Of -Way Line 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works Lot Line shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable Deportment on site at all times. 3. The horizontal separation of non -potable services and potable water services or potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre -construction conference (or an main and non -potable water main to cross with less than eighteen (18) inches of vertical (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). on-site meeting with the City of Meridian Project Inspector) prior to start of work. separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho 9 OF Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is Rules (IDAPA 58.01.16). a stormwater treatment facility (i.e., seepage beds, drainage swales). required. No work may begin on any project without twenty-four (24) hour prior notice. N. BASSWOOD AVE. / W. RIVA CAPRI ST. 10 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours prior to required testing. storm water treatment facility (i.e. seepage beds, drainage swales). pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service Contractor may not open or close water valves. 12 lines and fittings. PRESSURE IRRIGATION PLAN, DETAILS & NOTES 5. The Contractor shall be responsible for providing continuous water service to all existing water OF 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that users affected by construction. If water service must be interrupted, the Contractor shall coordinate with the Public Works Inspector. 6. The Contractor shall conduct an air pressure test and television inspection after all underground utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final all materials installed on this project meet the specification requirements set forth in General Construction ^^� acceptance of the sewer. Note No. 1. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and 0 �a� m=vo standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All CCN inspections shall be completed by a third -party testing firm. 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches Q.W for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the 8. Approval and acceptance of all sewer construction will be by the Public Works Department, and their Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or decision shall be final. Such inspections shall not relieve the Contractor from the responsibility of 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public C-909, Class 150 PVC. performing the work in an acceptable manner in accordance with the approved construction plans and Works Department, and their decision shall be final. Such inspections shall not relieve the Contractor from Standard Specifications and Drawings. the responsibility of performing the work in an acceptable manner in accordance with the DEO/QLPE 8. Five (5) feet of cover shall be provided for all water mains located in a section line and approved construction plans. mid-section line rood. Four (4) feet of cover shall be provided for all other water mains. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless LL otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds and Supplemental Specifications and Drawings to the ISPWC. writing prior to construction. drywells) at least 25 feet from main water lines. This requirement does not apply to catch basins or sand and grease vaults. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical permit Z- ao Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental from the Building Division of the Meridian Public Works Department. Any deviation in street light locations 10. The Contractor shall notify the Public Works Department two (2) working days before initial Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the from the approved plans must be approved in writing from the City Engineer. construction begins and shall also request inspection of water lines and appurtenances final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached 12. Take all lot dimensions, easements and certain off-site easements from the plot. twenty-four (24) hours in advance of backfilling. sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. 13. The Contractor shall maintain all existingdrainage facilities within the construction area until the 9 11. Construct, pressure -test, flush and disinfect all water distribution systems in accordance with applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 11. The Public Works Department will inspect all public sewer construction whether within public drainage and irrigation improvements are in place and functioning. 0.0 right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours 14. All Contractors working within the project boundaries are responsible for compliance with all applicable 12. The Contractor shall be responsible for locating and marking all existing service connections prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. per Standard Drawing SW3. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe 13. After installation of the water mains, the trenches shall be compacted to 95 percent of laying and pipe joining operations and while making sewer tops. Clean and restore to their original state 15. All Contractors working within the public road right-of-way are required to secure a right-of-way maximum density to prevent further settlement. any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding construction permit from ACHD at least twenty-four 24 hours prior to an construction. p y ( ) p y 14. The Contractor shall field -verify all valve box lid elevations to assure the lid elevations and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor match final street grade, & that all meter lid elevations match an extension of the sidewalk grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with current ACHD standards. shall determine the exact location of all existing utilities before commencing work, The Contractor assumes debris and to ensure that the locking lids are free of concrete from the collar pouring all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. operation. 14. Install sewer service lines prior to street improvements. 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet 15. Flanged or mechanical -joint valves shall be located in the street, and fire hydrants are to be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. from water mains. This requirement does not apply to catch basins or send and grease traps. All gate valves shall be set as close (flange connected) as possible to main line fittings. 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the Engineer. 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide these locations to the Design Engineer for use in the of record drawings. 17. The Contractor may pressure -test all water lines before disinfection and flushing, for His of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of production own benefit prior to installation of other utilities to ensure the integrity of the installed line. risers and grade rings. The sewer Contractor shall field -verify the elevation of the top of the manhole 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not After all utilities are installed and prior to paving, the Contractor shall perform a final pressure test and finder wire continuity test with Meridian Public Works Department personnel in cone to assure that all ring elevations match final street grades. Manholes may have twelve (12) inches maximum of grade rings. limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the E work to be done outside of the 300' extended boundary of the project will require a separate permit test. Only water from the City of Meridian's water system shall be used to conduct the pressure 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through test. collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The ACHD Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction i1e,0 _•,� N U paving Contractor shall contact the City of Meridian Public Works Department twenty-four (24) hours prior starting. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be to pouring concrete collars. on site at ail times. A stop order can be issued if the book is not on site. 21. All construction shall adhere to the Geotechnical Report prepared by Materials Testing and Inspection, dated July 20, 2018. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with the field. Mark and construct service lines in accordance with Section 504 per City of Meridian the vertical wall placed on the upstream side and rotated forty-five (45) degrees. Manholes less than four (4) feet deep shall have concentric cones. RWWAY Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker 1. All Contractors working within the public road right-of-way are required to secure a right-of-way shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where 20. The Contractor may air -test all the sewer lines after backfilling and settling of the trenches for his own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. there is detached sidewalk. shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule zone. with City of Meridian Public Works Department a minimum of twenty-four (24) hours prior to the retest. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot 21 Upon the completion of work the Contractor shall submit a set of "Record Drawin s" fn the improvements outside the public right-of-way. 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Works will inspect storm drainage improvements serving private roads, parking lots and other paving improvements outside the public right-of-way. 7. Place all water valves, blow -offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or sidewalk improvements. 8. The street Contractor shall backfill all sidewalks at the completion of the paving. STREET PLAN T LE" GENi) 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on SHEET the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 0+00.00 Centerline Stationing 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and 12 include any area damaged by equipment during trenching operations. Concrete Vertical Curb, Gutter & 2). If the cumulative domaged pavement area exceeds 50% of the total road surface, Contractor Seperated Sidewalk, per ACHD Supplement shall replace the entire roadway surface. to ISPWC SD -701 & SD -709 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel 3 path of a lane. Matchline shall only fall in the center or edge of a travel lane. Concrete Rolled Curb, Gutter & 4). Flowable fill or imported material may be required if the native trench material is deemed Separated Sidewalk, per ACHD Supplement unsuitable by ACHD inspector, does not meet compaction standards or time is a critical factor. to ISPWC SD -702 & SD -709 5). Any exceptions to these rules shall be pre -approved in writing by ACHD Staff before construction ST -1 = begins. Storm Drain System with a Drop Inlet, 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the -1 2-SDand Manhole ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD .� Boundary Line assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be OF approved in writing. The following variances, listed by date and short description, were approved for the - - - • - - - Right -Of -Way Line project: None. - Centerline 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but Lot Line not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete STORM DRAIN PLAN work. Any work to be done outside of the 300' extended boundary of the project will require a Direction of Surface Flow separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, S-1 = requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction starting. • 0 9 Engineer. 22. The Contractor shall be responsible for locating and marking all existing service connections in accordance with Standard Drawing SW3. 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC Book MUST be on site at ail times. A stop order can be issued if the book is not on site. 11+00 SEWER LEGEND -+-11111. Sewer Line & Station -►-8'S-4-- Sewer Manhole & Pipe Angle 180' S.C. Service Connection S.L. Service Length S.I. Service Invert - Exist. Sewer Line & Manhole ® •� . _. 19 19 17 16 15 14 13 12 11 16 3 4 BLOCK 9 BLOCK 25 i CI i W. DAPHINE ST. - - W. DAPHINE ST. 2 1 � F;L - 3 BLOCK 2 e 3 7 6 5 4 3 2 1 ® 9 BLOCK 26 4ca J! 9 m z f 10 11 12 13 14 15 16 5 6 W. RIVA CAPRI ST. 7 i B 9 10 11 12 13 14 15 16 17 BLOCK 2 BLOCK 2 15 15 W. MCMIII.AN ROAD WATER LEGEND SITE PLAN N. T. S. W Construct Water Line SHEET INDEX 1 OF 12 T-1 = TITLE SHEET 2 OF 12 LGT-1 = STREET LIGHT PLAN 3 OF 12 GRD -1 = GRADING PLAN 4 OF 12 ST -1 = STREET PLAN 5 OF 12 ST -2 = STREET PROFILES 6 OF 12 SD -1 = STORM DRAiN PLAN 7 OF 12 SD -2 = STORM DRAIN PLAN 8 OF 12 S-1 = SEWER AND WATER PLAN & PROFILE p�' W. DAPHINE ST. / N. SUNFIELD AVE. 9 OF 12 S-2 = SEWER AND WATER PLAN & PROFILE L,. N. BASSWOOD AVE. / W. RIVA CAPRI ST. 10 OF 12 PIRR-1 = PRESSURE IRRIGATION PLAN 11 OF 12 PIRR-2 = PRESSURE IRRIGATION PLAN, DETAILS & NOTES 12 OF 12 DT -1 = STREET AND STORM DRAIN DETAILS W Construct Water Line Install Double Water Service o -g p N ® E y Install Single Water Service + ® 00 Install Fire Hydrant - Install Conc. Thrust Block - -12w- - Existing Water Line - - - -0===_/ Existing Double Water Service ---- 0 Existing Single Water Service Cc- Existing Fre Hydrant CqfEA,lDIAN Put�de ®ANO v4vju 0"artu *fit 6flSCQ7T& Cff.i� qt9 Spb"$iCEboa 0%,Ift 4W FS! 91 VICINITY MAP 1 n=2000' LOCATED IN THE SW 4 AND THE W OF THE SE a OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. MERIDIAN, ADA COUNTY, IDAHO DEVELOPER TOLL SOUTHWEST LLC 3103 W. Sheryl Drive, Suite 100 .. • 83642 Contact: Adam Capell Phone: is284-7765 • l acapel[Otollbrothers.com ENGINEER ENGINEERING SOLUTIONS, • N. '• • • f! Meridian, Kathleen M. •,... P Phone0: 0•:0 Kothys0engsol.org v� 111po of U L o -g p N ® E y ® 00 $> m LL Q«60E O p+FEW:> W N Q Z O C.7 Q � W J C) Z W i o�m 4 c o U) i Q C o.��a� � �Z�-o O LLJ = W oZa U moa C,: p�' ED L,. � o � z C c� c Q E 2 v � ^^� 0 yinr_ 0 �a� m=vo m Q Q.W C �d g U 0.- Q Z d y LL LL :t-'o7S c 2 E ®_R V Z- ao o O Qo > _ -H ®� $ ®I'- 0 0.0 Z a�5 noet a' ca�. 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X..�... �., • -� LOW POINT 2534.51 l' END CONSTR j C2 81 sem, 5 r`� d . 1 ti 1537 CL DITCH ( CL DITCH 2533.78 ; 2533.76 0+20.77 0+70.11 2534.82 EP 1531 253.4.82 EP' I AR B2 ( J, CL DITCH � 2533.78 d t F 0+00 RP 1+45.50 11 2535.01 EP %2535.54 i 2534.82 EP mcn i ' CLDiTCH-- F� 2533.77 = i 2 B2 \ i R -,-. . AR CL DITCH 2+71.28 `533.78 2534.82 EP 2+20.90 2534.82 EP CL DITCH �. 2533.77 cc PFiA' 25.17 ... :I: ... W. McMILLAN RD. . t a STRUCTURAL URAL F LL NOTE: E 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 1O -FEET FROM ALL STORM DRAIN FACILITIES. r 20 • R_ 12f SCALE IN FEET Q1NSTRUCT 4! WIDE ASPHALT RAMP AT END OF SIDEWALK r TEMPORARY TURN -AROUND. RAMP SECTION SHALL EE- 2' ASPHALT OVER e OF ir MINUS CRUSHED GRAVEL. OM COMPXTED STABLE SUB -GRADE INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -11320 AND INSTALL A SIGN STATING THAT *THIS '1'► WILL BE i i )7i IN THE FUTURE'.COORDINATE { C) INSTALL TYPE 11 BARRICADE END OF SIDSW PER AND SUPPLEMENT SD -1132A, PER ) PROt60.02.). SHALL INCLUDE CONSTRUCTAT THE BASE OF THE SIGN M PROVIDE CANE DETECTKK CONCRETE ROLLED CURB AND GUTU PER AND SUPPLEMENT T1 WK SD -702. CONSTRUCT CURB ) y .. E. PER ISPIIIIC 1 SHEETCONSTRUCT 5' OR 10' DETACHED SIDEMX PER ACHD SUPPLEMENT TO WK SD -709. SEE ) FOR DETAIL CONSTRUCT 5! MEANDERING SIDEWALK PER AND SUPPLEMENT TO ISPINC SD -709. IVG INSTALL CITY OF E' 1 7 1. STREET LIGHT PLAN. RETAIN AND PROTECT ALL UTILITIES. MI E. PER AND SUPPLEMENT 1 SD -708. E 1 { ti EXISTING "t '.1, STREET -11,'OTES: 1 MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPINC STANDARD DRAWINGS, SD -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES DRAVAY APPROACHESAND UTIUTY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTIONOR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL . 1 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4- OF D OF 6- MINUS PIT MINOR ARTERIAL OA 0.50 INCH 01 MIX, PG 64-28 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4' OF %- BASE ! OF ' COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 INCH 01 MIX, • 64-28 THREE BASE AND • 1 PIT RUN. COLLECTOR, LOCAL RESIDENTIALROADWAYS SHALL BE SP -3, 0.50 INCH NJ AS A MINIMUM WITH 4n A BASE AND OF 6n MINUS PIT RUN. PROTECT2. CONTRACTOR SHALL RETAIN AND COORDINATE ALL WORK WITH UTIULITY COMPANIES INCL.UDING BUT NOT UMITED TO IDAHO yO• INTERMOUNTAIN GAS CO., CABLE ONE r CENTURY UNK TELEPHONE. 3. THE UNDERGROUND UTILITIES SHOWNE • Er FROM FIELD SURVEY INFORMATIONAND EXIS11NG DRAWINGS.• /' SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE• •• 1• ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 4. PEDESTRIAN 1 ! SUPPLEMENT / ISPWC / (REVISED FOR VERTICAL CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES 1 INTO THE CONCRETE(CONCRETE ADHESIVE • E1 AND SHALL BE COLORED1 PEDESTRIAN RAMPS MUST MEET THE LATEST ', ANDREQUIREMENTS. 5. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS.•! /• OF ALL PEDESTRIAN HANDICAP1 1 ' REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO •LERANCES" ALLOWED. ALL SIDEWALKS! •- ABANDONED BUILDINGS,PITS OR t ! WITHIN CURRENT OR FUTURE RIGHT-OF-WAY : RE -EXCAVATED •1! SOIL r BACKFILLED STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPYOF THE COMPACTION ADJUST7. EXISTING/ NEEDED AND POUR CONCRETE COLLARS'1 1 WATER VALVES AS NEEDED. 8. PRIOR TO OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECT• FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 9. SEE SHEETS SD -1 AND SD -2 FOR STORM DRAIN DATA AND ELEVATIONS. A O NN :1.+ c w.0 C a='a �' z��=z 3 j Z O Z ®�> a® 0 -1 C c� C T m O � � ® w ar a N N C � Z Z Q � O W 4.3 Ei u o :E' N >�s> > Q.N C N ® a a� Q 0 O E vv.�oCC �Z z o � pzmm� O' 7 ro r= v O C n'V Q -O O } Q W •C C �-. os _ O- � 4- L 04 o t0? o• c=�=CD � 0 v Icier E 'D� C) n = � ® �w .0i.LL N yj O ® N C 1 mC 47 CS �� UO sg-• dLcu in O U w�/j M o s v N O ! Z V S u- F= 4-o���y �_ 'a ® U 'SCL ®- in N � c p D s N> W ,� �Qa�oio v C ai o U ©L r co.3 C C 1 "=40' ii _I 0 0 o a> •- .�>T o V C a. n• •- d 0 N t� PROs. NO. 190821 110 SHEET Q% ® � � w==��oo ® 0 ® a m 0 Q ST -1 1 C 3 o LL 08 CONSTR/190821-ST.DWG 0E-o'�a r "N.��O wz ® o V 3 E H C s wv16 gOai w•3 iy w v w •' O C 17 o e fA O •� � C � U o V CO N S d d z Qj v_ E aNx obi "o o, • as st- via o :_' 2 s Q Z A ®0) ® 08 r I I co ®o0 00 C14 W ui x I— ®,T ®o ft ® o Q z rI c 000) w WQ La at COD Z g N LN 0LQ a- 0 s z��=z 3 j Z O o oh �zQJ ®m 1 w m O � � ® w � Z Z Q � O z Of w V2, �Z z o � pzmm� } s rA F-: POO 06 ®0) ® 08 r I I co ®o0 00 C14 W ui x I— ®,T ®o ft ® o Q z rI c 000) w WQ La at COD Z g N LN 0LQ a- 0 s ®m z z Of z o I� rA F-: POO 06 LLI 11( I� 04 Q 0 v U C) w Z 0') 0 _r C r 0 SCALE 1 "=40' DWG.DATE 11/19/19 PROs. NO. 190821 Z Q SHEET 4 OF 12 ® 0 ® Q m 0 Q ST -1 1 01- Z LL 08 CONSTR/190821-ST.DWG N N. 8 11.00 LF 15" PVC ..., -� 0 29.43 LF 12" AWWA -' C-900 PVC @ 0.68% 20 0 40 80 120 SCALE IN FEET BLOCK 25 � 4 MW#5.1 N= 723693.6 E= 2436740.2 DI#5.1 i STA= 26+64.44 -GRATE= 2534.02 ' / TBC= 2534.29 STA=26+35.01 RIM= 2534.47 24.00 LF 18" PVC @ 0.00% 97.00 LF 18" PVC (TOP -HALF PERK @ 0.00® L 611V= fJ.71.1V c 67.00 LF 12" PVC (PERFORATED) @ 0.00% 17.50 LF 12" PVC @ 0.00% I MW 4&1 r 15 I -DI #5.2 - _STA= 26+64.44 GRATE= 2534.02 TBC= 2534.29 _2.67 LF 15" PVC @ 3.75% MH #5.1 I STA=26+64.44 RIM= 2534.35 �Sy <`.o (SEEPAGE BED DI 5.1 CL STA. 26+64.44, OFFSET 15.25' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2534.02 12" INV. OUT= 2531.40 29.33 LF OF 12" AWWA C-900 PVC 0 S=-0.68% TO DI #5.2 Q(2)= 0.56 cfs V(2)= 1123 cf Q(25)= 1.49 cfs V(25)= 2981 cf Q(100)= 2.17 cfs V(100)= 4147 cf DI #5.2 CL STA. 26+64.44 OFFSET 15.25' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2534.02 12" INV. IN= 2531.20 (FROM DI #5.1) 15" INV. OUT= 2531.00 (TO MH #5.1) 2.67 LF OF 15" PVC S=-3.75% TO MH #5.1 Q(2)= 0.54 cfs V(2)= 796 cf Q(25)= 1.45 cfs V(25)= 2111 cf Q(100)= 2.19 cfs V(100)= 2938 cf MH #5.1 STA. 26+64.44, 20.50' RT 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO ISPWC SD -611 MODIFIED WITH A FLAT LID W/2' SUMP RIM= 2534.35± (MATCH SIDEWALK) 15" INV. IN= 2530.90 (FROM DI 5.2) 15" INV. OUT= 2530.80 (TO MH #5.2) 25.42 LF 15" PVC ® S=-0.39% TO MH #5.2 MH #5.2 STA. 26+35.01, 20.5' RT 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO ISPWC SD -611 MODIFIED WITH A FLAT LID W/2' SUMP RIM= 2534.47± (MATCH SIDEWALK) 15" INV. IN= 2530.70 (FROM MH #5.1) 15" INV. OUT= 2531.20 (TO MH #5.3) 11 LF 15" PVC ® S=-0.91% TO MH #5.3 18" INV. OUT= 2529.95 (TO SB 5.1) 24 LF 18" PVC @ S=-0.007. TO SB #5.1 18" INV. ® SB #5.1 = 2529.95 MH #5.3 STA. 26+20.01, 20.50' RT 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO ISPWC SD -611 MODIFIED WITH A FLAT LID W/2' SUMP RIM= 2534.53# (MATCH SIDEWALK) 15" INV. IN= 2531.10 (FROM MH 5.2) 15" INV. OUT= 2531.00 (TO SB #5.1) 24 LF 15" PVC ® S=-0.00% TO SB #5.1 15" INV. @ SB #1= 2531.00 SB #5.1 SEEPAGE BED PER ACHD STD. DWG., BMP 21 1031, 30'W, 4'D TOP OF BED (ROCK)= 2533.50 BOTTOM OF BED (ROCK)= 2529.50 97 LF 18" PVC (TOP -HALF PERFORATED) ® S=0.00% (FROM MH #5.2) 97 LF 15" PVC (PERFORATED) 0 S=0.00% (FROM MH #5.3) GROUNDWATER= 2526.1 ± (SEE SHEET DT -1 FOR SEEPAGE BED DETAILS) (SEEPAGE BED 7 DI #5.3 CL STk 00 OFFSET DROP INLET, TYPE IV, 41+31.00, D ..I EMENT TO ISPWC SD -604A, GRATE= 2534.41 OUT= TO •� 0 i 1.45 cfs , MH k 5.4 48-0 STORMDRAIN MANHOLE,ACHD SUPPLEMENTAL TO ISPWC SD -611 MODIFIED WITH A FLAT LID W/2' SUMP SIDEWALK) r /. 0 F +t' •0' • i i 1 . i 48"0 STM O, DRAJN MANHOLE, ACHD SUPPLEMENTAL• ISPWC SD-611MODIFIED WITH A FLAT LID .; SIDEWALK)RIM= 2534.91± (MATCH 12n INV. IN= :r(FROM a : f @ P. ZEEPAGE BED PER ACHD SM. DWG., BMP 21 731, r Iw TOP OF BED (ROCK)= 2533.50 bOTTOM OF BED (ROCK)= 2529.50 PERFORATED)67 LF 18- PVC (TOP -HALF @ S=0.00% 67 LF 15- '(PERFORATED) 0 S=0.00% # 1 GROUNDWATER= (SEE SHEET DT- I FOR SEEPAGE , DETAILS) MOMORIAG ft: l CONTROL POINTS SW CORNER SECTION 28 723,196.88 2,433,514. S 1/4 CORNER SECTION 28 723,163.89 2,436,149.1 aTilS.. W z L. CQ i t oo�$� 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. F- u, ® E 0 L �./ 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. $ O U D a r: a � ®� U 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATIONto ®oCoa� ® � >, " SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE i� z 0 Z J F O MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. } c c a CL d $ L y O9_U _ CD 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA. C-905) MAY BE PVC �rn=hc ASTM D 3034 (SDR35) OR ADS N-12HP. 0 E :5 D � LL 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5' OF COVER. 3; r_ ® 6. SEE SHEET DT -1 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. `O d = y o�a �Z c _ U - V v_OLSy 0 af N ® s •0 . Q CL F' .,o0co c., III D o IS a o s o Ii ®� E - o® 0 I V U - 'G. 0O p 0 z L C � us 'U Lt,. z Ec®C U fN 'oorT�®�G' W L. CQ ®y E oo�$� 'j.` {� a. CL d M= I•.? u, ® E �z zz ap¢pz0z L �./ CU a P!1 C3 �•+ C $ O U 2- 0 U > c a '0 > a r: a � ®� U �oW=C> 0� ®oCoa� ® >, " _ Na i� wa- 8 0 N 0 Z J F O ®' o- cs o c Soo n' - g -a o } c c a CL d $ L y O9_U _ CD �rn=hc s _ E :5 D � 6�E>y 3; r_ ® `O d = y o�a �Z c _ U - V v_OLSy 0 (LVTi N ® s •0 . R c -ii $ c o` E -or. F' .,o0co c., III D o IS a o s o Ii ®� E - o® 0 I V U - 'G. 0O p 0 z L C � us 'U Ec®C U fN �® -.7 C U h � o% pp Q V 0 V ;,-•p N `05 �o �acU c = = � •C U 0 VE 0 c E y�U > ZO o N 0'C V y r 0 clC V 0 W o c'.2 =�®c E 'oorT�®�G' SCALE 1'=40' DNG.DATE 11/19/19 PROD. NO. 190821 1 SHEET 6 OF 12 SD -1 08 C0NSTR/190821-SD.DV';G W oo�$� J tW/1 W Z �z zz ap¢pz0z X J W $ O U Z o r: • U �oW=C> i� Z J F O = W Z O m- O E z a SCALE 1'=40' DNG.DATE 11/19/19 PROD. NO. 190821 1 SHEET 6 OF 12 SD -1 08 C0NSTR/190821-SD.DV';G i" r: • i� SCALE 1'=40' DNG.DATE 11/19/19 PROD. NO. 190821 1 SHEET 6 OF 12 SD -1 08 C0NSTR/190821-SD.DV';G W u 40 20 1 i 80 124, �- SCALE IN FEET 17 16 15 14 BLOCK 8 13 12 n .¢ .E3 a. - - - - a • p _ .. • �[ W. DAPHINE ST. W. DAPHINE ST. S -9.39 LF 12° PVC - 47+75.85 29.33 LF 128 AWWA - a - g 18'° INV= 2529.65_ N W 723625.4 @ 1.07% `" C-900 PVC @ 0.68 ® N N - cm - - �- E= 2436167.4 N 2 SB #5.4 77.00 LF 18° PVC I (TOP -HALF PERFORATED)- @ 0.00% 1 3 BLOCK 2 E 0 6 E oZI�� MH #5.6 5i 17.50 LF 18° PVC @ 0.00% RIM= 2533.79 od Q oy 24.00 LF 18° PVC N= 723629.1 > d 2 47-00 MH #5.8 E= 2436314.0 Ln STA=47+31.35 71.00 LF 180 PVC m(TOP-HALF DI #5.7 RIM= 2534.03 C/3@ --5 NCLc F - OC N Is) 0.00% STA= 47+33.68 � 11 0 0 O� N 2'O _R GRATE= 2533.59 00 TBC= 2533.86 N= 723266.4 • 20° cm E= 2436431.6 U STA= 47+33.68 ;;� i E 1.67% -► W_RIVA CAPRI ST. MH #5.7 -� STA=43+76.00 - RIM= 2533.84 24.00 LF 128 PVC Ca) 0.00% 29.33 LF 12° AWWA C-900 PVC @ 0.34% g W. RIVA CAPRI ST. 2.67 LF -1 YPVC-� - @ 3.75% 8 BLOCK 2 71.00 LF 12° PVC (PERFORATED) @ 0.00% 12° INV= 2530.80 15 oZI�� MH #5.6 5i STA=43+66.00 MW#5.7 RIM= 2533.79 od Q oy 24.00 LF 18° PVC N= 723629.1 > d 2 00.00% ISI E= 2436314.0 Ln 71.00 LF 180 PVC m(TOP-HALF DI #5.7 PERFORATED) C/3@ --5 NCLc F - OC N Is) 0.00% STA= 47+33.68 � 11 ^.C O� N 2'O _R GRATE= 2533.59 00 TBC= 2533.86 N= 723266.4 DI #5.8 20° E= 2436431.6 U STA= 47+33.68 ---18° INV= 2529.75 GRATE= 2533.59 5. TBC= 2533.86 �+ 8 7 6 5 4 U �o � • as r BLOCK 26 10 11 12 13 14 E 2 � � ` pj y f!D QS 0- MW#5.5 y N= 723407.0 LL amc �a E= 2436430.1 m Q' U Otis+ Q 6si m DI #5.6 DI #5.5 STA= 43+66.00 STA= 43+66.00 GRATE= 2533.46 GRATE= 2533.46 TBC= 2533.73 TBC= 2533.73 ,®o LF 12° PVC 6.00 °'V�a • 1.67% -► W_RIVA CAPRI ST. MH #5.7 -� STA=43+76.00 - RIM= 2533.84 24.00 LF 128 PVC Ca) 0.00% 29.33 LF 12° AWWA C-900 PVC @ 0.34% g W. RIVA CAPRI ST. 2.67 LF -1 YPVC-� - @ 3.75% 8 BLOCK 2 71.00 LF 12° PVC (PERFORATED) @ 0.00% 12° INV= 2530.80 15 12 13 __4 STORM DRAIN DAT (SEEPAGE BED #5.3) DI #5.5 CL STA. 43+66.00, OFFSET 15.25' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2533.47 12" IMV. OUT= 2530.80 29.33 LF OF 12" AWWA C-900 PVC 0 S=-0.349 TO DI #5.6 Q(2)= 0.20 cfs V(2)= 328 cf Q(25)= 0.52 cfs V(25)= 869 cf Q(100)= 0.76 cfs V(100)= 1210 cf DI #5.6 CL STA. 43+66.00 OFFSET 15.25' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2533.47 12" INV. IN= 2530.70 (FROM DI #5.5) 12" INV. OUT= 2530.60 (TO MH #5.6) 2.67 LF OF 12" PVC 0 S=-3.759 TO MH #5.6 Q(2)= 0.28 cfs V(2)= 468 cf Q(25)= 0.74 cfs V(25)= 1242 cf Q(100)= 1.09 cfs V(100)= 1728 cf MH #5.6 STA. 43+66.00, 20.5LT 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO ISPWC SD -611 MODIFIED WITH A FLAT LID W/2' SUMP RIM= 2533.79± (MATCH SIDEWALK) 12" INV. IN= 2530.50 (FROM DI #5.6) 12" INV. OUT= 2531.00 (TO MH #5.7) 6 LF 12" PVC 0 S=-1.679 TO MH #5.7 18" INV. OUT= 2529.75 (TO SB #5.3) 24 LF 18" PVC 0 S=-0.009 TO SB #5.3 18" INV. 0 SB #5.3 = 2529.75 MH #5.7 STA. 43+76, 20.50' LT 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO ISPWC SD -611 MODIFIED WITH A FLAT LID W/2' SUMP RIM= 2533.84± (MATCH SIDEWALK) 12" INV. IN= 2530.90 (FROM MH #5.6) 12" INV. OUT= 2530.80 (TO SB #5.3) 24 LF 12" PVC 0 S=-0.009 TO SB #5.3 12" INV. 0 SB #1= 2530.80 SB #5.3 SEEPAGE BED PER ACHD STD. DWG., BMP 21 771, 20'W, 3'D TOP OF BED (ROCK)= 2532.50 BOTTOM OF BED (ROCK)= 2529.50 70 LF 18" PVC (TOP -HALF PERFORATED) 0 S=0.009 (FROM MH #5.6) 70 LF 12" PVC (PERFORATED) 0 S=0.009 (FROM MH #5.7) GROUNDWATER= 2526.1 ± (SEE SHEET DT -1 FOR SEEPAGE BED DETAILS) (SEEPAGE ;. D DI #5.7 CL STA. 47+33.68, OFFSET 15.25' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2533.59 12" INV. OUT= 2530.80 29.33 LF OF 12" AWWA C-900 PVC 0 S=-0.689 TO DI #5.8 Q(2)= 0.17 cfs V(2)= 281 cf Q(25)= 0.45 cfs V(25)= 745 cf Q(100)= 0.65 cfs V(100)= 1037 cf DI #5.8 CL STA. 47+33.68 OFFSET 15.25' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2533.59 12" INV. IN= 2530.60 (FROM DI #5.7) 12" INV. OUT= 2530.50 (TO MH #5.8) 9.39 LF OF 12" PVC 0 S=-1.079 TO MH #5.8 Q(2)= 0.14 cfs V(2)= 234 cf Q(25)= 0.37 cfs V(25)= 621 cf Q(100)= 0.55 cfs V(100)= 864 cf MH s 48"0 r• DRAIN MANHOLE,r SUPPLEMENTAL TO ISPWC 1 MODIFIED WITH A FLAT LID W/2' SUMP SIDEWALK)RIM= 2534.03± (MATCH 0,0 (FROM r 18- INV. OUT= 2529.65 r S=-0.00% SEEPAGE } PER ACHD STD. DWG., BMP 21 r TOP OF BED (ROCK)= 2532.50 BOTTOM OF •r r 77 LF 18- PVC (TOP -HALF PERFORATED) S=0.00% (FROM . GROUNDWATER= (SEE SHEET DT -1 FOR SEEPAGE BED DETAILS) MONITORING CONTROL POINTS NORTHING SW CORNER r 723,196.88 2,433,514. CORNER r NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905) MAY BE PVC ASTM D 3034 (SDR35) OR ADS N-12HP. 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5' OF COVER. 6. SEE SHEET DT -1 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. oZI�� MH #5.6 5i STA=43+66.00 0 �®o�� RIM= 2533.79 od Q oy 24.00 LF 18° PVC F LL > d 2 00.00% ISI 2'� N v E Ln 71.00 LF 180 PVC m(TOP-HALF PERFORATED) C/3@ --5 NCLc F - OC N Is) 0.00% 1101 � 11 ^.C O� N 2'O _R z 00 MW#5.6 N= 723266.4 20° E= 2436431.6 U ---18° INV= 2529.75 12 13 __4 STORM DRAIN DAT (SEEPAGE BED #5.3) DI #5.5 CL STA. 43+66.00, OFFSET 15.25' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2533.47 12" IMV. OUT= 2530.80 29.33 LF OF 12" AWWA C-900 PVC 0 S=-0.349 TO DI #5.6 Q(2)= 0.20 cfs V(2)= 328 cf Q(25)= 0.52 cfs V(25)= 869 cf Q(100)= 0.76 cfs V(100)= 1210 cf DI #5.6 CL STA. 43+66.00 OFFSET 15.25' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2533.47 12" INV. IN= 2530.70 (FROM DI #5.5) 12" INV. OUT= 2530.60 (TO MH #5.6) 2.67 LF OF 12" PVC 0 S=-3.759 TO MH #5.6 Q(2)= 0.28 cfs V(2)= 468 cf Q(25)= 0.74 cfs V(25)= 1242 cf Q(100)= 1.09 cfs V(100)= 1728 cf MH #5.6 STA. 43+66.00, 20.5LT 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO ISPWC SD -611 MODIFIED WITH A FLAT LID W/2' SUMP RIM= 2533.79± (MATCH SIDEWALK) 12" INV. IN= 2530.50 (FROM DI #5.6) 12" INV. OUT= 2531.00 (TO MH #5.7) 6 LF 12" PVC 0 S=-1.679 TO MH #5.7 18" INV. OUT= 2529.75 (TO SB #5.3) 24 LF 18" PVC 0 S=-0.009 TO SB #5.3 18" INV. 0 SB #5.3 = 2529.75 MH #5.7 STA. 43+76, 20.50' LT 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENTAL TO ISPWC SD -611 MODIFIED WITH A FLAT LID W/2' SUMP RIM= 2533.84± (MATCH SIDEWALK) 12" INV. IN= 2530.90 (FROM MH #5.6) 12" INV. OUT= 2530.80 (TO SB #5.3) 24 LF 12" PVC 0 S=-0.009 TO SB #5.3 12" INV. 0 SB #1= 2530.80 SB #5.3 SEEPAGE BED PER ACHD STD. DWG., BMP 21 771, 20'W, 3'D TOP OF BED (ROCK)= 2532.50 BOTTOM OF BED (ROCK)= 2529.50 70 LF 18" PVC (TOP -HALF PERFORATED) 0 S=0.009 (FROM MH #5.6) 70 LF 12" PVC (PERFORATED) 0 S=0.009 (FROM MH #5.7) GROUNDWATER= 2526.1 ± (SEE SHEET DT -1 FOR SEEPAGE BED DETAILS) (SEEPAGE ;. D DI #5.7 CL STA. 47+33.68, OFFSET 15.25' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2533.59 12" INV. OUT= 2530.80 29.33 LF OF 12" AWWA C-900 PVC 0 S=-0.689 TO DI #5.8 Q(2)= 0.17 cfs V(2)= 281 cf Q(25)= 0.45 cfs V(25)= 745 cf Q(100)= 0.65 cfs V(100)= 1037 cf DI #5.8 CL STA. 47+33.68 OFFSET 15.25' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2533.59 12" INV. IN= 2530.60 (FROM DI #5.7) 12" INV. OUT= 2530.50 (TO MH #5.8) 9.39 LF OF 12" PVC 0 S=-1.079 TO MH #5.8 Q(2)= 0.14 cfs V(2)= 234 cf Q(25)= 0.37 cfs V(25)= 621 cf Q(100)= 0.55 cfs V(100)= 864 cf MH s 48"0 r• DRAIN MANHOLE,r SUPPLEMENTAL TO ISPWC 1 MODIFIED WITH A FLAT LID W/2' SUMP SIDEWALK)RIM= 2534.03± (MATCH 0,0 (FROM r 18- INV. OUT= 2529.65 r S=-0.00% SEEPAGE } PER ACHD STD. DWG., BMP 21 r TOP OF BED (ROCK)= 2532.50 BOTTOM OF •r r 77 LF 18- PVC (TOP -HALF PERFORATED) S=0.00% (FROM . GROUNDWATER= (SEE SHEET DT -1 FOR SEEPAGE BED DETAILS) MONITORING CONTROL POINTS NORTHING SW CORNER r 723,196.88 2,433,514. CORNER r NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905) MAY BE PVC ASTM D 3034 (SDR35) OR ADS N-12HP. 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5' OF COVER. 6. SEE SHEET DT -1 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. f a Or�R®���' .3 oZI�� 5i w. 0 �®o�� 0 0 od Q oy o��>W F LL > d 2 2'� N v E -02 T wO>V (D --5 NCLc F - OC N Is) 09 J., +5 VA T_> p ^.C O� N 2'O _R Q 00 VL) U 5. �+ C C Cl $ N YI 'a U �o � • as r z Q,'p - U O ` 0 E 2 � � ` pj y f!D QS 0- y LL amc �a m Q' U Otis+ Q 6si m w 00 N 3 •c Q s ,®o T C O d H °'V�a o s LL. o a o c co i/`�f■_ �/� � Cie 00 LL Z O V a `o c a H'` v IL 0 0 O vs ami ii di Q U � 0 CCA y O C y y O 3 N O •��'- VI C C s o a 2z 12 N r2 CL ��� c ` V N 9E_:9 or=.2oa \ N C O C O C y y O O z O c p O 2e 0 f a Or�R®���' .3 ca C-0 ui E E -N w ® (f)M� Q 00 LLoX ® .o �t QZco ca!� ®®4M co w z�� 00 cis c IQ C:) ii oZI�� 5i w. 0 �®o�� Q o��>W Amo>� O z z a a w � Q) N Z ca C-0 ui E E -N w ® (f)M� Q 00 LLoX ® .o �t QZco ca!� ®®4M co w z�� 00 cis c IQ C:) ii _ W. MILANO DR. _ 40PIRR 3 BLOCK E P 3 °p 19 18 17 16 15 TB TB TB i� ,- didid SC = 23+76 SC = 24+34 SC = 24+79 VS SC = 25+46 H SC = 26+00 51110NG S! = 2528.8 SI = 2529.1 SI = 2529.3 V8 ', SI = 2529.6 V6 SI = 2529.8 a• V��. A" SL = 53' SL = 53' SL = 53' SL = 53° S2 SL = 53' I - S2 S1 A8 T7 N1 N3 N3 W8 N3 T26 N3 W6 N3 { a ; 1 - 9 LF - �_ 3 - _.fix,:- - _� 147 LF - -72 LF - - ®, W. DAPHINE ST. - �' i 80 r NMI 253 253 252 M LCL 251 251 P if _ W. MILANO DR. rrm ff 25 r. e C Q {� LU LL •a 2i cc BLOCK 5 4"PIRR �-' - 4 PIRR NJ L I •' r E(ISANG 11i L iE 2?" �za,cc J N1 BLOCK 25 14 13 12 11 a 10 3 4 BLOCK 8 10.5' TB € o co .: TLB LM J _J H SC = 26+55 SC = 27+10 SC = 27+67 SC = 28+32 G = r d.. SC = 29+68 SI = 2530.0 SI = 2530.2 SI = 2530.0 SI = 2529.7jj SL = 53' V6 S2 SL = 53' SL = 53' S2 SL = 53' ; z d SL = 53'9.4 i I ! T7 S2 r N3 N3 W8 N3 N3 N2 If W8 N2 N3 W8 - W A 9 6 a ' 11 LF 8°W _-�_ 18 LF S= � g1 8„W B2 TB W. DAPHINE ST I I I 803 26+00 f _. Lo cmw _ --------- N2 N3 .ISC = 25+51 32 SC = 26+07 10.5', SI = 2529.6 SI = 2529.8 SSMH #P1-16 12, SL = 36` SL = 36' STA=23+61.92 SC = 25+64 1.5 SSMH P5-01 SI = 2529.0 i STA -24+87.34 ; 3 SL 43' BLOCK 2 N3 " s I S a 3.1CO Cn C4 SC = 26+19 a 9 4 SI = 2529.3 SL 43! N2 l N3N3 r N3 STAG 30 +07.34 T26 SSMH P5-02 SC = 26+63 32 SC = 27+17 SC = 27+71 32 SC = 28+26 STA=28+87.34 A8 SC = 29+56 S2 SI = 2530.0 SI = 2530.2 SI = 2530.0S1SL 3SI = 2529.3 SL =36' SL 3& SL =36' =6'98 AS SL 36' I I t i I I V8 I TB s 5 4 3 p 1 BLOCK 26 I I k I I " r (SEE SHEEP S-2 •0 ?544 ?540 '536 ?532 ?528 ?524 ?516 ?512 10 40 20 0 40 80 120 SUL IN FEU HORIZONTAL SME IN FM VERTICAL SCALE ITiEM OMPM A8 raptor, 8", Fig. x MJ B2 Blow -Off, 2", per Std. (W13), Including 8' Valve E3 Elbow, 8', 11 1/4', MJ x Rg. E13 ®bow, 8 22 1/7, MJ x FIg. / g 3 Elbow, 8", 46, MJ x Flg. H Fre Hydrant Assembly Complete per Std. (0) & (W9) S1 Single Metered Service Connection, 1', with 3/4" Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). OS2 double Metered Service Connection, 1", with 3/4' Meters and 3/4' Meter Settersper Std.sW1 a W3 and (W6). T7 Tee, 8"x 8"x 6, MJ x MJ x Fig. T26 Tee, 87x 8"x 8', All Mg. P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SC -403 V6 Valve, 6' Gate, Flg. x MJ V8 Valve, 8' Gate, Flg. x MJ W6 Water Main, 6' FVC, C-900 W8 Water Main, 8' PVC, C-900 N1 After Agency Has Closed All Necessary Valves, The Contractor Shall Complete The Interconnection As Shown. NZ See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Tdie Sheet. NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. 3. All sewer services shall be 4' unless otherwise noted. 4. All sewer services shall have a minimum 2% grade to the property line. 5. The water mains shall have 4' of cover. 2 bU 24 UU 24 4U 24 ?JU 25 2U 2b bU 2b UU 2b 4U 2b du "L / 2U 2l bU zts UU 2b 4U 26 du 29 2U 29 bU 3U UU 3U C L 'Q >, • (D C46 w /�y a8 *r O ilt 6t +L•+ E Vi w� > CLVO ®z�\ E O C Uy 0 ++ !�4 0 U N N CL (D W V c rn O Q /{\ LJJ U) Cd Vi C - C E Z al -8- -o -S ` �Y E 2 E.6 ® O DWG.DATE 11/19/19 (L (L NO. 190821 SHEET 8 OF 12 6% _O M Cr U O w'=+ d Lai N C7 O U . ,i j L N --� p C � V N U c O C®e� CP CD CSS N 0, 9 �j 2 en LL � 8 FINISHED GRADE CV N N 00 + LII + C'O 2 � � i� r- ,� O + ,pr e =5 U ® .0 I! + � er N LP �aaao AT SEWER LINE Ods a Lu c°Ov SII J Lh v > M n r� Ii �¢® k -_�� 9I ZCL s_ I O 4D U 0-0C V gq� y0. =Oua II ca ���fa-� CL Lu C:, 0- U �N U y Z N U y _ � y O O Q ��% 11 cCou>a� It �+ i[ bL g� ii .0 c�naca�a¢--� en etaCusuy _ - - 1 ��C� - \ -- g� aN Cn ®o I- i us�Fr�Cn--- ---- - - - - - - - - - - -- ---- ki ��- g -` O p q p. C CIO amu,, S -- ---------- ---- a -s E ® :W���� T�`l E VRV GROUND V ta- AT &W LhVE° 0:-oa=yLo E 0 y U \� 3 O Ya � na�-= P ' I N2 118A0 LF l 8" PVC @ 0.65% 396.00 LF PVC @ 0.65® 4 ' 121.42 LF I 8° PVC @ 0.41% � rn UJ N °N CV ��`% �= � N II II _ uv C4C4>> Ci C-4 CJ�+I N NN � 60C'J O > mo Lclu) Ln Ln M II CD Z O� 60 Co s EO' co . DAPHIN DRIVE '3+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+� •0 ?544 ?540 '536 ?532 ?528 ?524 ?516 ?512 10 40 20 0 40 80 120 SUL IN FEU HORIZONTAL SME IN FM VERTICAL SCALE ITiEM OMPM A8 raptor, 8", Fig. x MJ B2 Blow -Off, 2", per Std. (W13), Including 8' Valve E3 Elbow, 8', 11 1/4', MJ x Rg. E13 ®bow, 8 22 1/7, MJ x FIg. / g 3 Elbow, 8", 46, MJ x Flg. H Fre Hydrant Assembly Complete per Std. (0) & (W9) S1 Single Metered Service Connection, 1', with 3/4" Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). OS2 double Metered Service Connection, 1", with 3/4' Meters and 3/4' Meter Settersper Std.sW1 a W3 and (W6). T7 Tee, 8"x 8"x 6, MJ x MJ x Fig. T26 Tee, 87x 8"x 8', All Mg. P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SC -403 V6 Valve, 6' Gate, Flg. x MJ V8 Valve, 8' Gate, Flg. x MJ W6 Water Main, 6' FVC, C-900 W8 Water Main, 8' PVC, C-900 N1 After Agency Has Closed All Necessary Valves, The Contractor Shall Complete The Interconnection As Shown. NZ See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Tdie Sheet. NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. 3. All sewer services shall be 4' unless otherwise noted. 4. All sewer services shall have a minimum 2% grade to the property line. 5. The water mains shall have 4' of cover. LU sL C r O U N a=� E 00 �� e8a LL O 1 6 4.0 Q G1� � LL; Q Li v of p E C L 'Q >, • (D C46 w /�y a8 *r O ilt 6t +L•+ E Vi w� > CLVO ®z�\ E O C Uy 0 ++ !�4 0 U N N CL (D W V c rn O Q /{\ LJJ U) Cd Vi C - C E Z al -8- -o -S ` �Y E 2 E.6 ® O DWG.DATE 11/19/19 (L (L NO. 190821 SHEET 8 OF 12 6% _O M Cr U O w'=+ d Lai U O y � GL ,i j L N --� p C � V N U �.•- y p pt N �a S 3� -0 LL � 8 ® ,pr e =5 U N LP �aaao Ods y ZCL s_ I O 4D U 0-0C V gq� y0. U y Z N U y _ � y O O Q U _ = O: c sii t y g -` O p q p. C S 0- a -s E ® :W���� L O U w V ta- C y _C C O 0:-oa=yLo E y U \� 3 O Ya � na�-= LU ani LL O s � LL; Q zC6 C46 w z U) ®z�\ !�4 0 CL z LJJ LU U) SCALE 1 "=40 1 "=4' HORIZ VERT DWG.DATE 11/19/19 PRO,l. NO. 190821 SHEET 8 OF 12 S.1 08 CONSTR/190821-SSW.DWG 254 254 25v 25%: 252" 2512 252" W "SI ; -- - 24+00 225+00 8"S 9 ti a : f { a, 2 w ---------- N2 N3 N3 3 S2 SC 25+5i SC 26+07 SC = 26+63 S2 SC = 27+17 = = SI = 2529.6 S1= 2529.8 SI = 2530.0 SI = 2530.2 _ SSMH #P1-16 - 12° SL 36 SL 36' SL 36 SL 36 STA -23+61.92 - d 1 a5° SC - 25+64 SSMH P5-01 r 3 S1= 2529.0 STA=24+87.34 • SL=43 g <..-' BLOCK 2 na N3 a LLt S2 • 8 7 6 5 ® J ego 1 60 Cn C%1 co 9 SC 26+19 •; a 4S1 = 2529.3 ( °® W8 SL 43� '� , - O 6 N2 i[ 4"PIRR 10 11 12 13 SC = 26+77 10.5 TB LOT 1 (L 5 S1= 2529.5 2' TB 2: SL = 43 [ TB ' RLK 1.5' H S2 g E23 V6 SC = 28+31 E3 S9 = 2529.0 SC = 28+72 SC = 29+27 SC = 29+82 > SL = 53' SI = 2528.9 SI = 2528.8 SI = 2529.1 N3 TB S2 SL = 53' SL = 53' S2 SL = 53° SC = 27+31 W6 S1= 2529.5 8 LF E13 N3 W8 N3 N2 N3 N3 SL = 40 SSMH P5-04 STA=27+41.21 - - -- - - - 394 LF= 8`°W 148' 8"S ---30+00- SC -__ __ 30+00 - SC - 27+51 SI = 2529.4 S2 N3 SL = 44'- N3 N3 SSMH P5 -Q5 STA=28+0624 SC = 28+06.24 Si SC = 28+47 SC = 29+42 S2 SC _ 29+98 SI = 2529.1 SI = 2529.0 SI = 2528.9 SI = 2529.1 7 SL 34' SL 36 I I SL 36' SL 36' 15 11 6"PIRR 12 .... _.,,, �_ „..,.�._.. ...-...>. _.._,m, .r.... ..., .. ..., .,,.�. ,.,».,,.. ..,.,.....,,......,,. ,N»..,. .�.. :,.x mw n..,�:..,...«- ..-, ..,.... ...... ._.._. -.___ _.._ . LF'_1 . o 18 IF - - 8"W - - w --T-29+00 CN3S2 SSMH P5-02 SC = 27+71 SC = 28+26 STA=28+87.34 Si = 2530.0 S1= 2529.8 { SL 36' SL 36' ac 4 3 ,+ LOCK 26 I T26 A8 SC =Ll { i S1= 2529.3 A8 SL = 36 I I V8 TB 1 i 1 1 B2TB VSSC-10 P5-01 STA= 30+07.34 j c { cc 14 15 16 �1 TB H [ SC = 30+37 SC = 31+01 "� SC = 32+23 SI = 2529.3 SI = 2529.6 ' P V6 S1= 2530.0 SL = 53° S2 SL = 53' T7 SL = 53'(SI \ N3 W8 N311:� N2 W6 W8 N3 N2 b ' 8:1!141 ' 62 TB W. RIVA CAPRI ST. YV " 1 180° - 8"S 180° I _-�31+00 -32+00 N3 v SSMH P5-06 N3 �\ <\ STA=31+80.24 \�\�,\ SC = 30+51 S2 SC = 31+08 • � SC = 31 +80 S2 SC = 32+36 v Silo i s __EF E? SI = 2529.3 t SI = 2529.6 S1= 2529.9 SI = 2530.1 \ SL = 36° SL = 36' SL = 36' SL = 36' i SSCO P5-02 T STA=32+77.24 I 13 14 15 16 17 BLOCK 2 f 6"PIRR 6"PIRR I `4 4U 14 t1U Z!) ZU Zb 6U Zd UU Z6 4U Z6 du Zl ZU Zf 6U Zd UU Zti 4U Z6 dU Zy ZU 29 bU 30 UU 30--40 30--80 31--20 31--60 32--00 32--40 32 80 33 `e Wa m m 5 c o ( v N Z +� CL O cn O Q 0=4 oo N Qv p T d vi aD - ® 0 N N m gnn�,11 S O w V 2 z 42) • m _ VJ iJ CO)(� �` _ ' __ �E SCALE �• HQRIZ ii cc ^ a- -Q ® e C3 p ` o J C 2 > H a� OF 12 S-2 d - 0 o+c > =-n Q 8 CONSTR/190821-SSW.DWG �o m 25 o LQ Co t1 J ®'rn CJ C �vHso.�2 J IYZ os®'roe= U 00 C V s og �y LO o -EO - ®U i5 LQ U1 _ y C® O �oanos�'c /LL 3 u ® c c O , T" CV L N eat Z E�p�� �O C 1 C1O CO 0 % c O U rey ^j C -" CV � V d V O "3 N Go " � + ® 3 O gig c cc + ® toCVe� C 4D � Cy C a�a�•E n: N c Cb ® _ I{ + rn CM Q $ o o+c � W ®CQ ®c z = C ; ®N°=P `s WNL o -mac + a7$%l1NG GIRDUN� C5 II +O >r�t Q '�' eu c� 1! enc-' W 0WJ - O eL tl :3 4 11 r- ��>,�� O en W _��� It � �z s �o ATTUNE c�ia�Z c v _�� it:� Its---;; M� g®¢cCO CL a$i 52 QJ E -ate a c o�og�`ss ����� Q LU � @`J"Q i�s Go ii rrC5 , ens -occas c„ - --- ---- --- � dr C13 -- -- - - - - rn��U)v, ---- ---- ---- --------- --- ----- a FINISHED GRADE AT SEWER UNE P p® PICYpis/ 9 95.00 LF 8" PVC @ 0.41 % 370.00 LF 61.03 LF 8" PVC @ 0.41% 249.87 LF 8" PVC @ 0.42% PVC @ 0.41% 8`° �M Q w e„ N c tl �� C -4 C� > vv C � N II T N N CM N `� ®Z N";y eN II S , it om CO C14 C14 ►I z ao it N. BASSWOOD AVENUE > > � Go W. RIVA CAPRI TREET >M;m go ®o �co ao ao 14+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+� ;t, MCS M ?524 M ist U 40 20 0 40 80 120 SCU IN FEU HORIZONTAL SCALE 1' SME IN FM VERTICAL SCALE AB Adaptor, 8, Fig. x MJ B2 Blow -Siff, 2", per Std. (W13), Including 8" Valve E3 Elbow, 87, 11 1/4`, MJ x Fig. E13 Elbow, 8", 22 1 /7, MJ x Flg. 3 Elbow, 8 45, MJ x Fig. H Fire Hydrant Assembly Complete per Std. (W8) & (W9) Single Metered Service Connection, 1", with 3/4" Meter and S1 3/4 Meter Setters, per Std.s (W1), (W2) and (W6). S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s (WI), (W3) and (W6). T7 Tee, 8"x 8"x 6", MJ x MJ x Fig. T26 Tee, 87x $ z 8", All Rg. P.C.C. Thrust Block (As required even if not shown) �j See Water Note 1 on title Sheet and ISPWC SD -403 V6 Valve, 6" Cate, Fig• x MJ V8 Valve, 8" Gate, Flg. x MJ W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 N1 After Agency Has Closed All Necessary Valves, The Contractor Shall Complete The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water tine, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve arty and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2> Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. 3. All sewer services shall be 4" unless otherwise noted. 4. All sewer services shall have a minimum 27. grade to the property line. 5. The water mains shall have 4' of cover. C p _E C d p O CT L- O� _ 1 ®s o p 2 . > a a) Y V tE O " Z Wa m m 5 c o ( v N Z +� CL O cn O Q 0=4 oo N Qv p T d vi aD - ® 0 N N m gnn�,11 S O w V 2 z 42) • m _ VJ _ c CQ_ $ CO)(� �` _ ' __ �E SCALE �• HQRIZ ii cc ^ a- -Q ® e C3 p ` o NO. 190821 C 2 > H a� OF 12 S-2 d - 0 o+c > =-n Q 8 CONSTR/190821-SSW.DWG �o m 't,O V Z5:5 o.eci t1 ®'rn CJ C �vHso.�2 IYZ os®'roe= U 00 C V s og �y LL o -EO ®U =8.1o U1 _ y O �oanos�'c /LL 3 u ® c c O Q Z E�p�� �O 0 V % c O U rey V V d V ® 3 O gig C 4D � Cy C a�a�•E C >. ,-tea a� Q $ o o+c z = C ; 4 E a; O L �z s �o c�ia�Z c v C � U V o CL a$i 52 QJ E -ate a i _E L� L- O� " Z N Z 0=4 oo N I� vi Q m Ui z • LU LLX SCALE 1 "=4.0' 1 "^4, HQRIZ VERT DWG.DATE 11/19/19 PROs. NO. 190821 SHEET 9 OF 12 S-2 8 CONSTR/190821-SSW.DWG _E L� L- O� " Z N Z 0=4 oo N I� vi Q m Ui z LU SCALE 1 "=4.0' 1 "^4, HQRIZ VERT DWG.DATE 11/19/19 PROs. NO. 190821 SHEET 9 OF 12 S-2 8 CONSTR/190821-SSW.DWG "n .. I4 7f { ��� I BLOCK ®a a �aiaa n "�ma�m" a rt a ®.� I { I �i`.::IBLOCK 25 0 i DEVELOPER NOTES: TWO -WIRE CABLE PER DEVELOPER: 1. TWO -WIRE IRRIGATION CONTROL CABLE TO BE PAIGE SPEC P7072D OR EQUIVALENT. USE MINIMUM #14 GAUGE. #14 GAUGE MAXIMUM RUN IS 5,000 FEET STRAIGHT AND 10,000 FEET FOR LOOPED. USE #12 GAUGE AS NEEDED. 2. INSTALL CONTROL CABLE IN SAME TRENCH FOR PRESSURE IRRIGATION MAIN PIPING AND AT LEAST 2 INCHES BELOW PIPING. CABLE RUN SHALL RUN FROM CONTROLLER LOCATION TO EACH SERVICE LOCATION. LOOP TWO -WIRE INTO VALVE BOX AT EACH SERVICE LOOP SHALL BE MINIMUM 24" IN LENGTH. INSTALL CABLE IN SEPARATE SLEEVE UNDER PAVED AREAS. 3. SPLICE CABLE IN ALL VALVE BOXES. USE 3M DBR/Y-6 OR EQUIVALENT WATER PROOF CONNECTORS. COORDINATE TWO -WIRE CABLE AND CONDUITS WITH DEVELOPER. W. McMILLAN RD. N3 D BLOCK 25 4 PHASE Fq --�- 6°PIRR — NOTES: 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. 3. CONTRACTOR SHAM VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. 5. SEE SHEET PIRR-1 FOR DETAILS AND NOTES. 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. V] W V) W W In U 0 1 0 40 80 f SQLE IV i_ — — 4 PIRR— — EXISTING PRESSURE IRRIGATION UNE 200 U= CONSTRUCT PRESSURE IRRIGATION UNE & SERVICES ► CONCRETE THRUST BLOCK LL VALVE C4 S (AWWA C-900 OR C-905) Z Z 9Q N (see keynote list for size) 40 LF o— DRAIN El AIR RELEASE VALVE PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION ARV Air Release Valve C8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 C12 Pressure Irr. Sleeve, 12" PVC, AWWA C-900 D Pressure Irrigation Mainline Drain E9 Elbow, 4", 11 1/4! E10 Elbow, 4", 22 1/7 E13 Elbow, 6", 11 1/4 E14 Elbow, 6", 22 1/7 E15 Elbow, 6"1 45' E16 Elbow, 6", 90' G4 Plug Or Cap, 4" G6 Plug Or Cap, 6" P4 Pressure Irr. Main, 4", PVC, CL -200 P6 Pressure Irr. Main, 6", PVC, CL -200 S1 Irrigation Service, 3/4" S2 Irrigation Service, 1" T5 Tee, 4"x 4"x 4" T7 Tee, 6"x 6"x 4" TB P.C.C. Thrust Block (As Required Even If Not Shown). V4 Valve, 4" Gate N1 After Closing Valves "A" and "B", The Contractor Shall Remove The Existing Plug/Cap And/Or Thrust Block To Complete Interconnection As Shown. N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. Verify Existing Pressure Irrigation Service Is Installed And Marked Per City Of N3 Meridian Specifications. If Not Found Install Service And/Or Marker As Needed. Raise Valve Riser As Needed. N4 Pressure Irrigation Main Shall Be Installed 30" Below Toe Of Slope Elevation Or 50" Below "Berm" Elevation At Pipe. N5 Pressure Irrigation Main Shall Be Installed 30" Below Toe Of Slope Elevation Or 45" Below "Berm" Elevation At Pipe. N6 Landscape Wall. See Landscape Pian. ! pi%AL 0 OT? SG v� �Tga i C O d C� C a=�E.2 0 0 0 °' c�ovo LL O $ P W Z Z 9Q N T7 2 J C� O1- sEi ss0+ N 0 C O L+ .V �✓^�% IVA� U N y O -> w > sO O � ` O � Q 0 C V y CJ vL®ov® zm W $ d C`e (D7 O CUC U O C � i- //��'� N L11 L. v cam- z LU 0. -0 as G3 o. E ` ® 06 0 n_ ii N C = C �O 8 H. O y. U O 3 iA y$ O O C N W` -OOO L O co -®s o� N N� 1,00 LL c c ® ` " v V ,�( LLE Q L W O d4E aQy I�O co c a ,.fir/ V j it ® U U O V CL Z [L0 �oo�yN o n t o a.o c C ar aci c as .�' 2 O t ` y CJ U N C N p C 1 p- c` Q c c � v 3� wN . o_ dy aim •6VD $ w � � O d � O o a C O C y O aj ! pi%AL 0 OT? SG v� �Tga > > W a 166 Q W ® O $ P W Z Z 9Q N W J C� O1- � ® Z Z Z d W � zm W $ d ULVLLyrr�K NU I = TWO -WIRE CABLE PER DEVELOPER: 1. TWO -WIRE IRRIGATION CONTROL CABLE TO BE PAIGE SPEC P7072D OR EQUIVALENT. USE MINIMUM #14 GAUGE. #14 GAUGE MAXIMUM RUN IS 5,000 FEET STRAIGHT AND 10,000 FEET FOR LOOPED. USE #12 GAUGE AS NEEDED. 2. INSTALL CONTROL CABLE IN SAME TRENCH FOR PRESSURE IRRIGATION MAIN PIPING AND AT LEAST 2 INCHES BELOW PIPING. CABLE RUN SHALL RUN FROM CONTROLLER LOCATION TO EACH SERVICE LOCATION. LOOP TWO -WIRE INTO VALVE BOX AT EACH SERVICE. LOOP SHALL BE MINIMUM 24" IN LENGTH. INSTALL CABLE IN SEPARATE SLEEVE UNDER PAVED AREAS. 3. SPLICE CABLE IN ALL VALVE BOXES. USE 3M DBR/Y-6 OR EQUIVALENT WATER PROOF CONNECTORS, COORDINATE TWO -WIRE CABLE AND CONDUITS WITH DEVELOPER. NOTES: 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. 5. SEE SHEET PIRR-1 FOR DETAILS AND NOTES. 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. I PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION ARV Air Release Valve C8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 C12 Pressure Irr. Sleeve, 12" PVC, AWWA C-900 D Pressure Irrigation Mainline Drain E9 Elbow, 4", 11 1/4 E10 Elbow, 4", 22 112° E13 Elbow, 6", 11 1/4! E14 Elbow, 6', 22 1/7 E15 Elbow, 6"1 45' E16 Elbow, 6", 90' G4 Plug Or Cap, 4" G6 Plug Or Cap, 6" P4 Pressure Irr. Main, 4", PVC, CL -200 P6 Pressure Irr. Main, 6", PVC, CL -200 S1 Irrigation Service, 3/4" S2 Irrigation Service, 1 T5 Tee, 4"x 4"x 4" T7 Tee, 6"x 6"x 4" TB P.C.C. Thrust Block (As Required Even If Not Shown). V4 Valve, 4" Gate 0 After Closing Valves "A" and "B", The Contractor Shall Remove The Existing Plug/Cap And/Or Thrust Block To Complete Interconnection As Shown. Deflect Pipe Per Manufacturers Specifications And Recommendations. Verify Existing Pressure Irrigation Service Is Installed And Marked Per City Of Meridian Specifications. If Not Found Install Service And/Or Marker As Needed. Raise Valve Riser As Needed. Pressure Irrigation Main Shall Be Installed 30" Below Toe Of Slope Elevation Or 50" Below "Berm" Elevation At Pipe. Pressure Irrigation Main Shall Be Installed 30" Below Toe Of Slope Elevation Or 45" Below "Berm" Elevation At Pipe. Landscape Wall. See Landscape Plan. O Y SDR 21' PVC RISER EXTEND 1E O 3' x e x 6* CINDER BLOCK (OR O 4' or 6' x 1' SADDLE MINIMUM O 4' or 6' MAIN LINE MINIMUM O 1 BRASS PIPE O 1 200 PSI POLY 18" ABOVE GROI O 1 BRASS CURB STOP O ROCK CHIPS BRASS CURB STOP 3" FEMALE ADD. 10 LOCATER WIRE FEMALE ADD. 3' PVC PLUG 12 MARKER, STEEL 11- POST la SHORT SIDE SERVIC NOT TO SCALE UJ =3 LOT 5' Mgffigil! ffiffiff��� rdHiVffUffEM 5' BACK LOT 3SIDE LOT tfr4c RISER Or.) L PRESSURE IRRIGATION PIPELINE - SEE PLAN FOR SIZE OF PIPE TYPICAL PIPE LOCATION NOT TO SCALE 40 20 0 40 80 1211 SCIIE IV EEAT 7_ E9 EP TB U_ r7l FUTURE� CC (D 30 SDR 21' PVC RISER EXTEND O 3' x 4' x 6' CINDER BLOCK (I O 4' or 6" x 1" SADDLE MINIMUIv O 4" or 6' MAIN LINE MINIMUM O 10 POLY PIPE 200 PSI O 10 200 PSI POLY lr ABOVE G O 1" BRASS COMP. COUPLINGS O 1" BRASS CURB STOP O ROCK CHIPS 10 3' FEMALE ADD. 11 LOCATER WIRE 12 30 PVC PLUG 13 MARKER, STEEL 18 POST N' 71101 P) I.; i - I _•j N Pm - LONG SIDE SERVIC NOT TO SCALE DOMESTIC WATER METER BOX COVER OBLITERATE WORDS VATER METER* FORD NO. X43 CAST IRON WITH 12 1/2- LOCKING LIDS 1 1/2- BRASS PIPE _- 20" PVC 1 1/2" CURB STOP BALL VALVE SUCH AS FORD B1 1-666SW -1 1/2- PVC PIPE ��� j/%\//% 07 7/tM I / CU YD. MIN. 12" DRAINROCK AT BOTTOM OF VALVE BRAIN ROCK FOR SUPPORT DRAIN VALVA NOT TO SCALE 66'PIRR 660 LF a `-20 LF 6"PIRR i - L_ I - i ! . .... _r .1 6"PIRR N6 N6 S2 L7 S2 E16 N6TR W. McMILLAN RD. =M*t� �#='; WTV0911,1n,"If WO 1. The pressured irrigation system must be built to the standards of the irrigation district in which it is being constructed. 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 trovelways with pressure irrigation at a maximum 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, AND 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 of the Wastewater Rules (IDAPA 58.01.16). 5. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for G potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the words DANGER -UNSAFE WATER or NON -POTABLE WATER clearly marked along its length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public Right -of -Way, private roadways and trovelways. 9. Engineering Solutions shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is required. 10. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides of a lot. 11. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable loss in accordance with the Supplemental Specifications and Drawings to ISPWC. 12. All construction materials and installation shall comply with the Nampa MeKdian Irrigation District Standard Specifications for Pressurized Irrigation System - latest edition, except as modified here on. 13. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent weld. Pipe four inches and larger shall have mechanical joints. 14. Minimum depth cover over all pipe shall be 30". 15. Minimum compaction shall be: a. 95% in Rights-of-way. b. 85% everywhere else. 16. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all change of direction of pipes over 11 1/4 where shown on this plan. 17. All services shall be placed as shown on this plan. They shall extend past property line into lot as shown on detail. 18. Contractor shall verify the location of all other utilities before installing the irrigation pipe. 19. Contractor to verify location of all landscape lot services with owner prior to installation. 20. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe manufacturers recommendations. 21. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. 22. All valves at street crossings shall be on both sides of streets. 23. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. 24. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. 25. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. 26. Retain and protect all existing utilities and irrigation facilities. 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 (even if not shown). 28. Wherever the pressure irrigation line crosses the gravity irrigation or storm drain and there is a conflict, the pressure irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of each location, unless the pressure irrigation line can go over the gravity irrigation or storm drain and still have a minimum cover of 30". 29. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of minimum cover. 30. Contractor shall install a service to every lot including common lots, even if not shown. 31. The pressure irrigation system must be built to the standards of the irrigation district in which it is being constructed. 32. 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 Environmental Quality (DEQ) and the City of Meridian Water Department. SAL y) CD O 6D E 00>'& cf> C-. 8 LL = A:5 > t 2 0 0..5 0 U 0- 6a E a 4-P C> 4-0 Co C C> W C> 0. r 21 XU ®E® -9 I :E M 'r % -- ra -5 ATo RE 20 .- > 0 ch S -.0 '0 ro- 8- >9 CC CL c. w - a- D' - In LR U) C 0 0 ff E_ 2! E -A" T ZC1 Z .�5 o CL fi3'0? U 0 Q.UJ M &3 c' ne nE 2 -0 10� Z n 00 LL f E:9 ® a W0 .gam. i 1f; 0 Cl) a. Z cL,& O a. 0 E o. ` =vies Zo Q':5 o--65 E 41 0- 0 > :5v 'o Z 2 4, E 2 O -6 83 o-fAE SAL y) cf> C-. 8 a C> C> W C> W M C_> U Ltee. I :E M U= J CD LANDING I 0 47' ROW 0 23.5' _ _ 23.5' _ Pi rM 14.5' 16.5' m 62 O 2.5" ASPHALTIC PAVEMENT B 3° ROLLED CURB AND G - SEE ACHD SUPPLEMENT TO ISPWC SD -702 © 5" CONCRETE SIDEWALK - SEE ACHD SUPPLEMENT TO ISPWC SD -709 D 4" OF 3/4" MINUS CRUSHED GRAVEL 14" PIT RUN GRAVEL COMPACTED STABLE SUBGRADE NOTE:STREET SECTION - 47 1 RIGHT-OF-WAY 3 vv ROLLED CURB - DETACHED SIDEWALK (TYPICAL STREET SECTION) LOCAL STREETS BE •. SB ELEVATION TABLE SB °E1 ° °E2° °E3° °E4° °E5° JAPPROXIMATEHEILE� INFILTRATION RATE 5.1 12529.95 12531.00 12535.00 12533.50 12529.50 1 2526.1 8°/hr [__5.2 2530.65 12531.70]2535.00 i 12533.50 12529.50 1 2526.11 1 8°/hr 5.3 12529.75 12530.80 12534.00 12532.50 12529.50 1 2526.1± 1 8°/hr 5.4 12529.65 g C3 12534.OD 12532.50 12528.50 1 2523.51 1 8°/hr :::] SB DIMENSION TABLE MONITORING WELL FINISHED GRADE MONITORING WELL FINISHED GRADE INSTALL LID TO GRADE INSTALL LID TO GRADE FG="E3" FG="E3" z MINIMUM uj TOP OF ROCK EL="E4" MOM EL="E5" BOTTOM OF SAND I C ..5 U) C tU Q . C E d :... r . • s 127 OR IV . � I _ p 1 • V m i O N U 2 C7 C9 U' 2' Z z z z a W > 3wWm� MONITORING WELL FINISHED GRADE MONITORING WELL FINISHED GRADE INSTALL LID TO GRADE INSTALL LID TO GRADE FG="E3" FG="E3" z MINIMUM uj TOP OF ROCK EL="E4" MOM EL="E5" BOTTOM OF SAND MONITORING WELL PER ACRD SUPPLEMENTAL DWG. SD -627. MONITORING WELL TO BE 1' BELOW SAND. "D2" "D3" "D2° °D1" SECTION V I EVV! N.T.S. �I I C ..5 U) C tU Q . C E d :... r . • s 127 OR IV . � I _ p 1 • V mi i MONITORING WELL PER ACRD SUPPLEMENTAL DWG. SD -627. MONITORING WELL TO BE 1' BELOW SAND. "D2" "D3" "D2° °D1" SECTION V I EVV! N.T.S. �I MINIMUM TOP OF ROCK C ..5 U) C tU Q . C E d :... r . • s ♦.'� W m ? A��rw _ p z p V mi 0 O N U 2 C7 C9 U' 2' Z z z z a W > 3wWm� o�mm� Q y •` O > -U g C3 ® a fU U ® = BOTTOM OF ROCK \.O dok V4 Lu NOTE: (D -aa BOTTOM OF SAND co MONITORING WELL PER ACHD SUPPLEMENTAL DWG. SD -627. MONITORING WELL TO BE 1' BELOW SAND. "D2" I °D2" "D1" SECTION VI Ent N.T.S. 1' (CAP END) TYP. ALL PIPES 1' (CAP END) TYP. ALL PIPES MONITORING o I I I{ MONITORING o4 I I WELL I _ { { I I WELL I I I I { I 5 SIDEWALK 1. CLl ¢II a- 5" 5" CONCRETE LANDINGI { ck: 1e. LANDING � SLOPE f �� �s� - - � • � � � . � s� �/: `� Ro cn { I Ro � I I �. Ro d I I ati I �o C 00000 000 cl 4" of 3/4" MINDS Q I I I I 9= i I is CRUSHED GRAVEL Li I I I I I I �i I0 OR 5' WIDE SIDEWALK a l i I I u l i PER ACHD SUPPLEMENT TO I.S.P.VV.C. SLD -709 Go I I I I o®I I SIDEWALK NOTE: BEGIN PERF. PIPE SIDEWALK SHALL HAVE A CROSS SLOPE I I BEGIN PERF. PIPE I I I ! OF 1.5% TO TOP BACK CURB. 5 as - 1. eLANVIEWW N.T.S. SEEPAGE BEDS 5.1, 5.2, 5.3 z cn m 0 �. PLAN VIE SEEPAGE HEPAGE BED MONITORING1. PLACE D OR OF WALK WHEN POSSIBLE, VERIFY WITH ACHD .• • NEEDED. 2. CONTRACTOR .• NOTIFY IMMEDIATELY i GROUNDWATER •1 4 ENCOUNTERED• BOTTOM DESIGN ELEVATION FOR THE INFILTRATION ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION j PERFORMED BY • EXCAVATED. IF THE PERCOLA11ONy 1 BY THE SOILS REPORT AND CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT *~ R TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. VERIFY4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. ACHD STAFF IMUST • FULLY EXCAVATED. SEEPAGE BED nYNOTE LIST ITEN DESCRIPIMN •,'DRAIN ROCK. &NON -WOVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS (SECTION 820 FINE AGGREGATE 1 •N REQUIREMENTS OF SECTION801 FOR1" OF ' NOTE: SOILS1 GROUNDWATER INFORMATION PROVIDED BY MATERIALS TESTING AND INSPECTION, REPORTDATED JULY 20, 2018; ADDENDUM NO. 3 DATED MAY 9. 2019 1WATER MONITORING FROM JUNE 29, 2018 TO OCTOBER •03 C ..5 U) C tU Q . C E d L O ® N o 9 j N C J W m ? A��rw _ p z p V mi 0 O N U 2 C7 C9 U' 2' Z z z z a W > 3wWm� o�mm� Q y •` O > -U g C3 ® a fU U ® = \.O Q. V4 Lu NOTE: (D -aa 120 OR 15"0 PVC PERFORATED DRAIN PIPE. co PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM c ®e g o s ALL AROUND (ACCEPTABLE PIPE REPLACEMENT. ADS Q-0 v v € 2 °' 1 N-12 HDPE PERFORATED PER AASHTO M-294). CL CL .a , D3 m U 05 2w C 911 _y GJ v452 O o Z [Vi end 3p LL 120 OR 15 "0 PIPE PERFORATION (AU AROUND) DETAIL .O , O O O Ml IEl >o L',Y moo= Z Ea. oo NOTE: 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS <�0�1, :go,, V �sc •p �' ` o SHALL BE IN ACCORDANCE WITH AASHTO M304-03 a=i AND ORIENTED UPWARD FROM TOP HALF o � c v (ACCEPTABLE PIPE REPLACEMENT: 18"0 ADS N-12 E s HDPE PERFORATED PER AASHTO M-294)® _ ®� o o d a3 fn °f. a s �ocE0- O C E U 3 10 0 PIPE PERFORATION (TOP ) DEIALL O ` O V C VD _ ® O C A y$ G CrN2 .D \O' �eaO.e C3 h C/7 o 2 E 52 Q MONITORING WELL PER ACHD SUPPLEMENTAL DWG. SD -627. MONITORING WELL TO BE 1' BELOW SAND. "D2" I °D2" "D1" SECTION VI Ent N.T.S. 1' (CAP END) TYP. ALL PIPES 1' (CAP END) TYP. ALL PIPES MONITORING o I I I{ MONITORING o4 I I WELL I _ { { I I WELL I I I I { I 5 SIDEWALK 1. CLl ¢II a- 5" 5" CONCRETE LANDINGI { ck: 1e. LANDING � SLOPE f �� �s� - - � • � � � . � s� �/: `� Ro cn { I Ro � I I �. Ro d I I ati I �o C 00000 000 cl 4" of 3/4" MINDS Q I I I I 9= i I is CRUSHED GRAVEL Li I I I I I I �i I0 OR 5' WIDE SIDEWALK a l i I I u l i PER ACHD SUPPLEMENT TO I.S.P.VV.C. SLD -709 Go I I I I o®I I SIDEWALK NOTE: BEGIN PERF. PIPE SIDEWALK SHALL HAVE A CROSS SLOPE I I BEGIN PERF. PIPE I I I ! OF 1.5% TO TOP BACK CURB. 5 as - 1. eLANVIEWW N.T.S. SEEPAGE BEDS 5.1, 5.2, 5.3 z cn m 0 �. PLAN VIE SEEPAGE HEPAGE BED MONITORING1. PLACE D OR OF WALK WHEN POSSIBLE, VERIFY WITH ACHD .• • NEEDED. 2. CONTRACTOR .• NOTIFY IMMEDIATELY i GROUNDWATER •1 4 ENCOUNTERED• BOTTOM DESIGN ELEVATION FOR THE INFILTRATION ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION j PERFORMED BY • EXCAVATED. IF THE PERCOLA11ONy 1 BY THE SOILS REPORT AND CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT *~ R TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. VERIFY4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. ACHD STAFF IMUST • FULLY EXCAVATED. SEEPAGE BED nYNOTE LIST ITEN DESCRIPIMN •,'DRAIN ROCK. &NON -WOVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS (SECTION 820 FINE AGGREGATE 1 •N REQUIREMENTS OF SECTION801 FOR1" OF ' NOTE: SOILS1 GROUNDWATER INFORMATION PROVIDED BY MATERIALS TESTING AND INSPECTION, REPORTDATED JULY 20, 2018; ADDENDUM NO. 3 DATED MAY 9. 2019 1WATER MONITORING FROM JUNE 29, 2018 TO OCTOBER •03 SCALL ITS DWG. DATE 11/19/19 PROJI. NO. 190821 SKEET 12 OF 12 DT -1 08 CONSTR/190821-DT1.DWG Z Z ti_ Z O J O m N J W m ? A��rw ¢ z z p mi 0 O N U 2 C7 C9 U' 2' Z z z z a W U) 3wWm� o�mm� ck�N 2 J t O a SCALL ITS DWG. DATE 11/19/19 PROJI. NO. 190821 SKEET 12 OF 12 DT -1 08 CONSTR/190821-DT1.DWG mi ONO 004 ., 04o < Lu a SCALL ITS DWG. DATE 11/19/19 PROJI. NO. 190821 SKEET 12 OF 12 DT -1 08 CONSTR/190821-DT1.DWG