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CC - Const Plans - 7/21ABS Acrylonitrile -Butadiene -Styrene ABAN Abandon AC Asphalt Concrete ACP Asbestos Cement Pipe AH Ahead ALT Alternate BC Beginning of Curve BCR Beginning of Curb Return BK Back BM Bench mark BVC Beginning of Vertical Curve BW Back of Walk CB Catch Basin cf Cubic Foot CL Centerline CO Clean -Out (Sewer) CONIC Concrete NOTES GENERAL CONSTRUCTION CONST Construct, Construction COORD Coordinate CTV Cable Television CY Cubic Yard DBL Double DI Drop Inlet DIA Diameter DIP Ductile Iron Pipe DW Driveway DWG Drawing E Easting EA Each EC End of Curve ECR End of Curb Return EG Edge of Gutter ELEV Elevation EM Electric Meter ENGR Engineer, Engineering EP Edge of Pavement EASE Easement EVC End of Vertical Curve EXIST Existing FG Finished Grade FH Fire Hydrant FL Flow Line FTG Footing FS Finished Surface GALV Galvanized GB Grade Break GIRR Gravity Irrigation GL Grade Line, Ground Line GM Gas Meter GR Grade 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site at all times during construction (available on the website). Failure to have a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall have plans stomped "Approved for Construction" by City of Meridian Public Works Department on site at all times. The use of any plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop work order. 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre -construction conference (or an on-site meeting with the City of Meridian Project inspector) prior to start of work. 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable manner. 8. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 9. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be provided a street light map by the Meridian Public Works and Building Department, with the issuance of an Electrical Permit. p e 11. Take all lot dimensions, easements and certain off-site easements from the plat. 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 13. All Contractors working within the project boundaries are responsible for compliance with all applicable 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. 14. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD at least twenty-four (24) hours prior to any construction. 15. 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. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This requirement does not apply to catch basins or sand and grease traps. 17. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 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 production of record drawings. 19. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. ROADWAY 1. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public right-of-way. 4. All construction in the public (ght-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. 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and include any area damaged by equipment during trenching operations. 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface. 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel path of a lane. Matchline shall only fall in the center or edge of a travel lone. 4). Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. 5). Any exceptions to these rules shall be pre -approved in writing by ACHD Staff before construction begins. 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be approved in writing. The following variances, listed by date and short description, were approved for the project: NONE. 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Construction Services Division. The Contractor will schedule an inspection, requested through ACHD Construction Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior to construction starting. STANDARD ABBREVIATIONS Sprinkler SS HDPE High Density Polyethylene N Northing R Radius HORIZ Horizontal NO. Number R/W Right -of -Way HP High Point OHP Overhead Power RCP Reinforced Concrete Pipe INV Invert PC Point of Curvature REF Reference IP Iron Pipe P.C.C. Portland Cement Concrete RL Roof Line IRR Irrigation PCC Point of Compound Curvature RR Railroad ISPWC Idaho Standards For Public PCVC Point of Compound Vertical Curve Rt Right Works Construction PE Polyethylene S Slope L Length PIRR Pressurized Irrigation SB Seepage Bed LB Pound PL Property line SD Storm Drain LF Linear Foot POC Point on Curve SDR Standard Thermoplastic Pipe LP Low Point POT Point on Tangent cc Dimension Ratio LT Left PP Power Pole SEC Section MAINT Maintenance PSI Pounds per Square Inch SF Square Foot (feet) MH Manhole PT Point of Tangency SG Sand and Grease Trap MW Monitoring Well PVC Polyvinyl Chloride SP Signal Pole PVMT Pavement WATER 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). The pipe material used for sleeving must be impervious to contamination from petroleum products and must be approved by the Idaho Department of Environmental Quality (IDEQ). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or C-909, Class 150 PVC. 8. Five (5) feet of cover shall be provided for all water mains located in a section -line and mid section -line road. Four (4) feet of cover shall be provided for all other water mains. 9. Locate subsurface storm water disposal facilities (including un -lined ponds, infiltration beds and drywells) at least 25 feet from main water lines. This requirement does not apply to catch basins or sand and grease vaults. 10. The Contractor shall notify the Public Works Department two (2) working days before initial construction begins and shall also request inspection of water lines and appurtenances twenty-four (24) hours in advance of backfilling. 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. 12. The Contractor shall be responsible for locating and marking all existing service connections per Standard Drawing SW3. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of maximum density to prevent further settlement. 14. The Contractor shall field -verify all valve box lid elevations to assure the lid elevations 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 debris and to ensure that the locking lids are free of concrete from the collar pouring operation. 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. All gate valves shall be set as close (flange connected) as possible to main line fittings. 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 17. The Contractor may pressure test all water lines before disinfection and flushing, for His own benefit prior to installation of other utilities to ensure the integrity of the installed line. 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 attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the test. Only water from the City of Meridian's water system shall be used to conduct the pressure test. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker 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 there is detached sidewalk. SEWER SPRK Sprinkler SS Sanitary Sewer STA Station STD Standard SVC Supered Vertical Curb SW Sidewalk SY Square Yard TAN Tangent TC Top of Curb TEL Telephone TOPO Topography TRANS Transition TYP Typical VB Valve Box VC Vertical Curb VERT Vertical WM Water Meter 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage swales). 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service lines and fittings. 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 acceptance of the sewer. 7. All CCN inspections shall be completed by third party testing firm. 8. Approval and acceptance of all sewer construction will be by the Public Works Department and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the approved construction plans and Standard Specifications and Drawings. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker 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 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. 11. The Public Works Department will inspect all public sewer construction whether within public right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe laying and pipe joining operations and while making sewer taps. Clean and restore to their original state any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with current ACHD standards. 14. Install sewer service lines prior to street improvements. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of risers and grade rings. The sewer Contractor shall field -verify the elevation of the top of the manhole cone to assure that ail ring elevations match final street grades. Manholes may have 12 inches maximum of grade rings. 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to pouring concrete collars. 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with the vertical wall placed on the upstream side and rotated 45 degrees. Manholes less than four (4) feet deep shall have concentric cones. 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 shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all 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 with City of Meridian Public Works Department a minimum of 24 hours prior to the retest. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the 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 all times. A stop order can be issued if the book is not on-site. STREET PJAN LEGEND 0+00.00 Centerline Stationing Concrete Vertical Curb, Gutter & Separated Sidewalk, per AND Supplemental to ISPWC SD -701 & SD -709 Concrete Rolled Curb, Gutter & Separated Sidewalk, per AND Supplemental to ISPWC SD -702 & SD -709 5' Concrete Sidewalk per AND Supplemental to ISPWC SD -709 Valley Gutter, per AND Supplemental to ISPWC SD -708 Storm Drain System with a Drop inlet, Type IV " a o per AND Supplemental to ISPWC SD -604A 0-12 SD & Manhole, ISPWC SD -611 -,- Boundary Line - - Right -Of -Way Line Centerline Lot Line -•-- Direction of Surface Flow SEWER LEGEND 10 -,-' -- 1 S-4- Sewer Line & Station - 0 S -a-- Sewer Manhole S.C. Service Connection S.L. Service Length S.I. Service Invert - --o-- Exist. Sewer Line Existing Single Water Service and Manhole WATER LEGEND -8*W- Construct Water Line -,-' Install Double Water Service s Install Single Water Service {-- Install Fre Hydrant ►- Install Conc. Thrust Block - - -8"w- - - Existing Water Line - - - -o=' Existing Double Water Service -a- Existing Single Water Service <- Existing Fre Hydrant VICINITY MAP N.T.S. LOCATED IN THE W 1/2 OF SECTION 24, T. 3N., RAW., B.M. MERIDIAN, ADA COUNTY, IDAHO i a::, �S�ONAL �TSTkh lt, 74 toA- l°� At a� �� F`�� G�w it. sit Bull BW CENTER 1/4 SEC. 24 WEST 1/4 SEC. 24 � W z BRASS CAP W z �" IRON PIN (NO CAP} ELEV.= 2623.04 ELEV.= 2638.10 om"C' U�l� NORTHING= 9105.38 NORTHING= 9130.62W CO FASTING= 11832.22 EASTiNG= 9184.42 3 >_W ZONZz � Z�6 0 > z N O r HORIZONTAL DATUM USED J z W ASSUMED LOCAL GRID COORDINATE SYSTEM z W � w oZa O d W 00 14 0- t (n (0 Go QC C 6 �) w� X �0 W Q �o ft Q o "Wi< :5 00 co a O p rn a:1O UJ Z � N SHEET INDEXW Cq O a 1 OF 11 T-1 = TITLE SHEET MOWN 2 OF 11 ST -1 = STREET PLAN 3 OF 11 ST -2 = STREET PLAN 4 OF 11 ST -3 = STREET PROFILES 5 OF 11 SD -1 = STORM DRAIN PLAN 6 OF 11 S-1 = SEWER & WATER PLAN AND PROFILE • (W. KARLUK RIVER DR.) Q :�g 7 OF 11 S-2 = SEWER & WATER PLAN AND PROFILE W Z m (W. WHITEHALL DR.) � � W 8 OF 11 S-3 = SEWER & WATER PLAN AND PROFILE `- cy- (W. WHITEHALL DR.) Lr 9 OF 11 PIRR-1 = PRESSURE IRRIGATION PLAN AND DETAILS V C!) 10 OF 11 PIRR-2 = PRESSURE IRRIGATION PLAN a H J 11 OF 11 DT -1 = STREET AND STORM DRAIN DETAILS Z 1�•� z ~ 0 !�1 O4044 A1-__ Lai C0 Z tt) 0r o SCALE NTS DEVELOPER DWG.DATE 07/21/15 COLEMAN HOMES Z PROD. N0. 150427 THOMAS COLEMAN 0 SHEET 1 OF 11 3103 W. SHERYL DRIVE, STE. 100 MERIDIAN, IDAHO 83642 m H Phone (208) 424-0020 T- Z Fax (208) 424-00300 0 1 /SHEETS/1 50427-T1.DWG 00 C 0 � O> h .i.J O-".' > d ilk C) E 0 S yV C O ..�... 4,> > a 5: O a Q N C 0 O N O- Q E O c c ... C)ln'E5 (D cop COL -p O ¢ Qy L 'C Q rn a� 0_01- 1 _ L tD a... �, 1 a-. 4.. m •-»� S i� o� 3 N ai Z cc 0 6 1✓ �W :3 a^ ., v, o o opc o t.1. �_ �o� U ¢ Q] CX O - O.W m "Cc c 9�'078-6 i CL N w -0 Q N of o LL Z o �'-v s 00 o a WE [� U c °' 00,2= o Q tis c m o oD0 o`v c_ o� N N v CL Z no-oQ o m G A 0 V i V °' Qp Q U `� j V C = C v ao 1 > = N N N _ d« c E d U v nQ C��o O %sot U C .0 C E O 3 a N w c=_ w ' •a _ O O N Q fq N � N C �0 O 8 O p O O Q W y= �t =��o co~ 2vo+$" o 7Z no='4 v c WW r. E ID rn °' v FE V)v F m Z �S�ONAL �TSTkh lt, 74 toA- l°� At a� �� F`�� G�w it. sit Bull BW CENTER 1/4 SEC. 24 WEST 1/4 SEC. 24 � W z BRASS CAP W z �" IRON PIN (NO CAP} ELEV.= 2623.04 ELEV.= 2638.10 om"C' U�l� NORTHING= 9105.38 NORTHING= 9130.62W CO FASTING= 11832.22 EASTiNG= 9184.42 3 >_W ZONZz � Z�6 0 > z N O r HORIZONTAL DATUM USED J z W ASSUMED LOCAL GRID COORDINATE SYSTEM z W � w oZa O d W 00 14 0- t (n (0 Go QC C 6 �) w� X �0 W Q �o ft Q o "Wi< :5 00 co a O p rn a:1O UJ Z � N SHEET INDEXW Cq O a 1 OF 11 T-1 = TITLE SHEET MOWN 2 OF 11 ST -1 = STREET PLAN 3 OF 11 ST -2 = STREET PLAN 4 OF 11 ST -3 = STREET PROFILES 5 OF 11 SD -1 = STORM DRAIN PLAN 6 OF 11 S-1 = SEWER & WATER PLAN AND PROFILE • (W. KARLUK RIVER DR.) Q :�g 7 OF 11 S-2 = SEWER & WATER PLAN AND PROFILE W Z m (W. WHITEHALL DR.) � � W 8 OF 11 S-3 = SEWER & WATER PLAN AND PROFILE `- cy- (W. WHITEHALL DR.) Lr 9 OF 11 PIRR-1 = PRESSURE IRRIGATION PLAN AND DETAILS V C!) 10 OF 11 PIRR-2 = PRESSURE IRRIGATION PLAN a H J 11 OF 11 DT -1 = STREET AND STORM DRAIN DETAILS Z 1�•� z ~ 0 !�1 O4044 A1-__ Lai C0 Z tt) 0r o SCALE NTS DEVELOPER DWG.DATE 07/21/15 COLEMAN HOMES Z PROD. N0. 150427 THOMAS COLEMAN 0 SHEET 1 OF 11 3103 W. SHERYL DRIVE, STE. 100 MERIDIAN, IDAHO 83642 m H Phone (208) 424-0020 T- Z Fax (208) 424-00300 0 1 /SHEETS/1 50427-T1.DWG _ BLOC ��>5� let .......... - t_ NJ&2 ./ ......... _.... / "' �� "�� V N. m 0 � 7, � onn a - .. - 1`1 , , / ` /� ` , j _ / o `\ _ `. o Ix [_ _.. FALL CLL, EE �l ,: � \\\ / v a C C r �' � V aL-. a O O . ~ 65 % \\ 40 20 0 40 80 120 Q z e 2 - c .� N tll U - U 0 -0 0 30 \ Q}�.�aR� Q .2623 ......................... ic .� �� _ / BLOCK 3 -- \\\ SCALE IN FEET Q tJ} °' 4 3 0 °' l �� i \ - / - �J ss \ � v c,W a � c' D $ u o v `. O 8L CL y�2* 0 _. - ...... 26+60.32 _ - \N / ... � m w 2625.74 1 / \\\\ \\ o •- / / K 5 / / \ . �� 3 a� y ., n ., 26+34.35 BLOC \\\ \ o a 2 ,\ 2625.85 = - .rl f / \-\ O O w s 68 /�� / /u 1 \ \\ 0b _ �y 2517.67 / / \ \ 'o z 75 o� • 2 ME o -Nd _.. � ..._ .._2626.13 25+11.65 /' / j \\ _ °' 6 ` o o m /��/+ / 2 \\\\ \\ ��A Q� 2626.39 3 / // .. .... ,/ / \ \\ \ O \\\ � s $ U HIGH POINT " O •,.... / / - _ - _ / `' .. a %%% // 88� .. / \\ \\\ w zX 10 a a h• ^� 0 24+01.88± _ = �, 26263 / / \\ \ \ STREET NOTES. °- O 2625.66± ! / 1 f--- // / \ \ Q V w I. g �> o C2 ( / \�\ 1. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. 4, _3 . T; • . - MATCH EXISTING --•-••_, 7 •v - - 0 a BLOCK � d 2 G _ 26+34.35" Q " 2�' ... �. - THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTIN > _ _ . = C2 �// �, / ../ \ 3 \� 2625.85 _. �, Nl I, <c, // •-- \ DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF AL1 EXISTING UTILITIES BEFORE - _3 = _ `n a / . �� / \ ..../ .. - \\\\ "' /� /� \ ... / \\ \ H SM FAILURE TOMENCING OREXACTLY LOCATE K. THE CONTRACTOR AND RESERVE ANY ANDUMES ALL OALLBUNDERG UNDERGROUND UTILITIES. ILITY FOR MY AND ALL CONTRACTOR GES CAUSED SHALL z o N �' . ' // �� / \ CALL DIG LINE AT 1-8QQ-342-1585 PRIOR TO ANY EXCAVATION. _ ., o = 25+52.09 N1 \ \ \ / \ o /N.. //j� .\ � 3. CONTRACTOR SHALL RETAIN AND PROTECT AL1 EXISTING UTILITIES, EVEN fF NOT SHOWN. N ¢ . ; a = 2626.22 ................� ' °.. ~. `b�� \ \ 2��,r g o �, t C14/ \ 4. CONTRACTOR SHALL APPLY AN ASPHALT TACK COAT ON THE UP OF THE GUTTERS WHERE IT MEETS THE Q ' I ; Q i DS 25+tts5.. K! __ ' . . e / / \ / ..� ASPHALT. THE ASPHALT TACK MATERIAL SHALL BE A SS -1 EMULSIFIED ASPHALT DILUTED AS SPECIFIED IN t'� Q 2626.39( \ // `" No�'i°'oc Uk \ .....' . ._•/ \ ACCORDANCE WITH THE ISPWC DIVISION 800 - AGGREGATE AND ASPHALT. W E- s 1 HIGH POINT �6�j , - \ \ �R/y£R ©R " // / \ __....-./. 4... 5. ACRD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH =,- ti a \ - - ° d v o c. _� \ / / \ REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2 THERE ARE NOa co 24+47.49 / 24 - �� / \ / "TOLERANCES" ALLOWED. 21 .......... 2625.97 24+01.88± `r , ,, \~ --.- \ - - ��N 2625.66±... N1 \ \ oo 6. TRUNCATED DOMES FOR ALL PEDESTRIAN RAMPS LOCATED IN THE RIGHT -QF -WAY PER ISPWC SD -712. DOMES Q a MATCH EXSnNc �, _ o� SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) ;; .� \ _ ^� / / AND SHALL BE COLORED "TRAFFIC YELLOW INSTALL PEDESTRIAN RAMPS PER ISPWC SD 712A. �6�8 \ ti I ,\ AL ` \ ....... ~" 22 . .............................. . J �� \ �� CR " / \\ / o or \ / ,/ \:.-\ \ a��la� \ �V V�e U VOa \ \\ .............•__........._..... \ ��4�,• \\ `\ \\ \ 5 Mss .... \ z 1 / a �� " •.... 22 °' w /�� \''VAA \ �Z ZW�Z .. '/ _____ .\\� : / / \ STRUCTURAL FILL NOTE: o � o N / _ r \ \ / 11Ll TR FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. \- GROUND AND BACKFl WITHQSIRUCTURAL ER = l Z o Z 1 FOOT D THE CONTRAC 4R HALL STR IS NG ........................ 1/ �........ / //\ \, \ \ e \ _ COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO Z ! o , 5 ....... / a��4, 2 / / / \ \... \ PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING o o o ?s3? f / / \ - \ \\ / DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ' ; Q W �_ - - AR P RFORM " J Z W �, E E ED. V) 0N=o8 1 / / 21 - / / , /� }\ \ - -- 8E , - 37+98.59 W '- W ........2636.65 10 ..........?63� ...... `ter'` / \ l // / \ \ / cr Z Z o \.... > 3 \ \� w f -.. \ ... oZa "�< _�,'/ \ \. 38+47.65 .............11 / //\\ \ \\ /-............._..... 2636.90 /' �,,- 9 \ / `~ BLOCK C-+ _ c� -- 28:4 --..-_ .--.- _ r -i 9 H 38+59.39 :: -- \ \ /X� W 2636.96 - - - _.-2 ............ NZ \� \ 28 ;ft ft- co . \\ \\\ 00o _ ISG / N w Lcn ..:...:. ' : "'' ••_- $ N� _ _ _ \\ \ ��\\\\ // STREET KEYNOTE ITEM LIST W �'' W o .4 .. e / �_L ?838- .. "_ . ................... En Q ....°j...... .. 39+41.24 ............5►$ 263> ......... \ �'Q \� \ ITEM DESCRIPTION � o �K x 2637.37 " ....... ! ........... .. O rn n ........... �� ....... \\ -... 7 . . ..;ft .'-'-_. ; ..: ,' ��'-.. • .. ....... CUNP RMC�CON'SETE ROpLLEDO C ¢ Q .. o i I I \ \ C2 S P lE E Q 2 �� V v) _ 00 .... Q _ o,"x 41+10.9 ��.....--- � °' ^� " . 40+30.4s ..i I \ CONSTRUCT 5' WIDE SIDEWALK ADJACENT TO DRIVEWAY APPROACH x . , 1.2638. MS .... ..... -- `fi - .. 2637.81 -•• --�_ � -� �.- •.� 5 263?............ ° _ __ , � \\ �\\\ TS w 0°0 ` 40+75 PVC \ , TO BE 6 THICK AS SHOWN. N \��/ 2638.04 4t +08.39 z : 4 \ \\ - ft- 38+59.39 - 2s3s.ts - OCK 9 I \ CONSTRUCT 5' WIDE DETACHED SIDEWALK PER ACRD SUPPLEMENT N = 4R a g� ....... .... _HIGH POINT ••....•.••...._.I...._.. SGi �\\ \\........... TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL o ..... _ 2636.96 ,. ..... �� a- �'" - 41+16.82 """ ' 44+23 73± \ CONSTRUCT 5 WIDE MEANDERING SIDEWALK THTC ... • 3 o �� .. ....:. ..._2638.11 •............. _ �,..,_-� � xo \\\ (5• K) ..... o ,It----- .................. 42+20.16 O SEE SHEET DT -1 FOR DETAIL ~-_.....•. 42+04.62 2637.18 MATCH2IX STING % //...............��• ........t ...... f 39+32.46'" ._ ,... . , .. - « 2637.43.. ............ ....... \..\� +37.32 • L. - ; 42+25 PVT INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK, PER MUTCD PROVISIONS " SEC�.... .. 6, -� ..... ......................... � � -- ..... ..... "'.... 2637.10 43+22.13-...2834 ...... 44+16.41 �,- / �� \ � \ . j7o o Q 2635.40 2633.76 / ,• :.-:•...............-.-........ -� : ' - . ,... ...... '�'-...,-.• "' --•... N1 .... �.� --� \. SIGN SECTION 60.02. PROVIDE CANEDETECTION PER ACHD SUPPILEMENTAL TO ISPWC SDE � SD -1132A. B2 THE Q DS 46 X01. '''-•••.. ' <:..- • ° Q s . Y �// ��X� o �� ...... ` INSTALL STREET LIGHT, TYPE TO BE APPROVED BY DEVELOPER. ..._-. d 40+13.50 ,.' 1 '`. a "' �- �...- .. ..• -''-� \ Q SEE LIGHT PLAN FOR CITY OF MERIDIAN R ADDITIONAL INFORMATION. � -- 2637.73 ' o .... �� '' d - 1. 40+30.46 r L e N1/ / N1 REMOVE AND DISPOSE OR RE -USE EXISTING BARRICADES. 2637.81••.. - 0 /, \� !�1 m �6 40!75 PVC •.................. �� ... 3 - ,� ?-{ .. �....- - �� / / ..........\ . x _A...,....... ....... � . �'' 2638.04 `p ' ? M a- 40+97.65 ....... - S 3t: Z .... .... d ¢. + ._...,.� ..� _~�`�--� 2638.13 i % 2835 - . �� ............... . •.... . .... , - -�-�.. N "STAT F1iL?" USE /�{ c� 45 41+10.97 ,.:.. �'- / ,/ _.. -'•'' INSTALL SIG RS AH AT YOUR OWN RISK 2638.12 ..: ....... RES WITH 41+80.51 _.: - DMl � Z .......... ......... OF EXISTING STRUCTURES .... EX NG TRUC . �dl JEFF HARRIS OF COLEMAN HOMES. s • .. 2637.73 •...- • ... °. , . .. : ..,..::....I... - .:.. a � M � 41 +08.39 \` 42+25 PVT N1 F 2s3s.t8 2s37.i.. 9 COORDINATE REMOVAL AND DISPOSAL OF EXISTING TREES WITH JEFF \ � . DS Poo .47 W . d -d __HIGH POINT 42!62.97 ...... �n � 43+45.43-.......... 44+16.41 r� cr _�? - ' HARRIS OF COLEMAN HOMES ......... p ` �� ...--- 4.4 .......................:..................... 2635.00 38 ..........._ 263 . -`, .. ".. "'••----.... 2636 44 . _•'.. 8 cn N •......., y d ?63 .... ' _.A --v\ •...:.:.. •.''--. ��,............... 57± IRRIGATION DITCHE ,ETC. WITH JEFF HARRIS OF COLEMAN HOMES. - ..... _. •_ -.-....... •-"'-•-•-•... . ............. "--" .•... '-•... ��'�"-�...-....?s¢ .. � 2633 � "•'-�... - '" p EMOSAL _ Cy o M _......... .......... � ..... s A-\\- ;D ... COORDINATE R AND DISPOSAL OF IXISIING FENCES, BUSHES 43 O MATCH IXISTING © \ 0 C 1 9Q cn .:•' :: 268 _.. w 42.. ............... ...._...'. �• I-,,, .. -_� .. . --. \� \ ? . �' d . S ........ *1 ......... ___ .� ...... ... ... __ ... I ........._ z6 6¢a 41__ . s 6.� . vJ �.- . � �. .,• _,. .. ... - _.- ::::::.:.• - �- O . = ......-_. ....... - ..:. : •.. .. �6� . BLOCK . \ _,• . - ::' _ - -- _ __ _ - __ _ �- �, 1» O' ' : -- SCALE 26� --. ¢8¢ Z 6 �- r. S• �......................... ...- 3 ........._.. :...:...: I•.:..::.... . D .................... :::::.............I.......... LU DWG DATE 07/21/15 -, -_ ` ::.::..: ......... - _ `.. -..... .......... ... • •-..__ - _...-....... BA8-......-. ,. .- :.'':: •�r��c:•............................._.. .... "..... \� , J PROJ. N 4 ._--•. __ .. . ... Z O 0 150 27 .. ' . ._. ......____ _... - --------'�.�.;.--------_ :'2855.::.:.::::.: :::`. ::.::_=:::.....•::.:::::...::: O SHEET 2 OF 11 _ L, .__...:_ ......" --- __ - f D .•-- ::.. 285 _ ............. .::::. .....- ....--___....-............................................................. "' ........... 2 ::.::: 855 "I.7- . 1. _ _ ... ---.---.-- � -----.--- -7.- .------.-- --- -.:.I :.... ... -...... .....- .... ST -1 .:::::::::::::::::z::::::.,:::::::::� ........... � 1-1 -11, ........... �_.......-.:::::::::::::::::::::::::::::.-::::::::.,:.,:,:::::::::.,.,:.,::,::.,.,:*::,.,.,. . `�. :" ......... ... �..... ...... * ........-:::::: -----Q ::..... l I .....------. _ �`` `-... __ . I - -�, ,` ... 0 -............ -,.. :...: . 777� LJ.. "'. :::. : •....::: �a�,� �64s•••-. / / /SHEETS/150427-ST.DWG / Ql-��a� ., t -ate w<. / s � ai ��' c ami I i 2642' - � I '"�. � E - 23 O o� I- - N i: ": ., q' ��- ami I '2643....................... :. ,- -- ,--� ' `t '--`:V�E'v -` � �V��a' U Vop •�-`� � - I � 24 � � / lJ.. V a N a � � �.LA177CE � `"- .. / '� c s v N1 ID. N 11,2644 " �..: _ � � _ i � > •._ $ '> > a ; •:: . .. . : -;- _ ...........� o0 o a;II �•2645 .. I 2646 •............ _ :"'. �:: : _` N2 BLOCK-.. 3 40 20 0 40 80 120 Q o � } r'rr cya a� I4 2647 ' �6? � ii �� Q` � c c o � •3 v' h = i, I' 14 �...... _ �V3 v .......... $GALE �N FEET 5. -- 26481 a poN.� o IIl ;B�i 2649 60_ 62-- '•:: : �� _C,616-63 a �a� W o ................. '"- -... 9 0 L_ o f }-: ��, �-"� M' 3d+20.97 I a 0 o N I 58 _ 6'29. -� - 2628.07 /�' /\ 30+74.94'-.., 2629.45 \ `�� 29+65 PVT 29+35:52 ! '� L,f„ U y a cn (; � � �.:::: : �.. o -• ':" -'' � ''"• - ? 2626.64 2625.98 .•• 28+37 05 65 O : =. =.: �:. �: ' ' - �._ •. .. 31 +02.01 U a � ..............:- =�::: "::.:. '.- � ` -. "`. 6�`�" 2630.14. ` �a:- 29+06.04 ............... .... '----'----•'----' I '-'-............ `<�'' _ 2625.49 -•- �,- w ' ' � � -•.- "'-:. __ - LOWPOINT2625.033 � - . o o a o s o 2 W� 623.............. o ds M � : � 28+15 PVC :y � .. ` - I- \ _ 2625.06 � � , , � � ;: (� � a o o � w •� o : �. ��, Go °�' s�. ' ��_____.��._ o W `K��Rli1K RIVER ��3i�. L 27+48 21 " (L 0 I .: �: '- .:. ::: •.• .. .. " _ ._ � �, '.. i-_________---__- o ... ..... •-- ... 625 35. 27+43.19 � 31+42.71. STREET NOTES: 1.18 � 2 • •. -'-.• �� w � � s._. '., '"._ 263 -. ' . _ o .......... ...... 625.38 Q U M N _ 1. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. -1=��::': �:�:� � ��•' '� �_" •-�''• --�- •��-. �� _ _ 3�+s9.5i`"�. �- � ...__...... 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING 26+60.32 . .. o .. 2625.74 2624 :: ��- 2631.86 -: o DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE '",,2657. '----�.._... .. -.• �"-- __ � �" ........� ....- 2s+3x.•35 COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY - 30+06.79i � •a � g „ I •-. �":••'.._-. o�_:-: ;�'". - � 30+74.94 - - ." �'.:-•.:'- . :'.:: - -"-- `_ �•�-' ---"" "-"-" -. "` - "''. - .71 - 5.85 _ - ••' 2627 -- 29+s5 PVT _ �-•" �.. -.._ 262 HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES CONTRACTOR SHALL a •� � v .� : � ". •:. �. '. --." .. -. .. � �.. � - �-2626":...�.. � ..:.. . ........ .� _ _ � .....2658............... '. �:::" ::-". �..:: = �� '' �." - n.: 3f+59.64 ;~ 2 26 4 29+08.54 �. _ 629 45 __ _ CALL DIG UNE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. _ ': ��.-:-=::::•::. � s - _ 26.6 -- _ 31 +75 PVC`-•. -""•-. 2631.61 2625.52 x � = ' � = - �' � '•"�-�: ��`� L - • � ��• ��' �:;.• 28+37.05 � � _ 3. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. :, ,,•,.;:,::_:.::�, s. , � °=� �`�, � '�: 262467 4. CONTRACTOR SHALL APPLY AN ASPHALT TACK COAT ON THE UP OF THE GUTTERS WHERE R MEETS THE � :� 659 "\-"�---".... ..: "' �\ APVC _ 2 .. k :' � - 31+75 '-..� •�"�.. A .� 8 � . 1.• S� � •: - LOW POINT � '.. -..: ''.._ "--.- �.•._ � ".. 28+15 PVC ...... -- n: .. 2, P P T T -1 P T DILU SPECIFIED !N . 2s32.00 "�• " -�''.. A ''�' ' �- .. - _ AS HALT. THE AS HAL ACK MATERIAL SHALL BE A SS EMULSIFlED AS HAL L TED AS C 2625.06 2E - _ \ ....... ACCOR ANCE WITH THE ISPWC MSION 800 AGGREGATE AND ASPHALT. °' o v ... s "-.--.. . . .. - 28+10.76 0 � � � '� � 32 00 - 262 \ D D A TE I .. o � �\• � W \y a E ..,\ : , , : � . , : " , _ ...- � -...�- '". '-. -.. "-.. �'.. "•. '- 1 S".. �., \\ ''='�' 2s25.o8 �. � a `� 5. ACRD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH e � � � t � I.2660'1 ..1..:::: 27+48.21 ^� O �--� 4 56 `'�. _ �• �:; "••"'-- .- � ADA STANDARDS. AS A REMINDER SIDEWALK CROSS SLOPE SHALL NOT ®(GEED 2%; THERE ARE NO N � = - 1-? 2625.35 ti, ,� a o o 5 s r 1......... ::::.: c::..- : - : .: ' :. D o F+ "TOLERANCES ALLOWED. s 66 I ---•. � -...::..! ..::: ;-: _ • . -. -. ••.. '• ' "-. '.. .. .. 32+25.25 :.•_ ''-..• ' . 2633:444 � �� :. �6�8.. 18 - - E \ �--:_ :::•-.--._ :_ � :... � � 2633.1 1 ., _ . .. :- ; ; .. ._ .• .. _ ._ ... ,; --.. -•.." �. •,, ::: BLOCK k � TRUNCATED DOMES FOR ALL PEDESTRIAN RAMPS LOCATED IN THE RIGHT-OF-WAY PER ISPWC SD 712 DOMES b o,'� C2 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED � , . - �.:....._ .. " . �. -. - - •. Q ``� •'�-. 2625.460 .. E� c } \ 3+01.13 62 3 `''' 26+34.35 .. W AND SHALL BE COLORED °TRAFFlC YELLOW . INSTALL PEDESTRIAN RAMPS PER ISPWC SD-712A. r..26 I $ Q `'. kR '•. 2634.13 19 C2 \ , 2625.85 IZAL 0 I 6 - 6 ( 4' D 2 -�-': 32+44.34 ------ � "� W I t - r 2633.44 `� '-�� ' � : :: -.... -. ". ".'. •. � -.. ... __ - 0 25+52.09 2626.22 s .. ml 266 � -._. ::•. � .. -... .-. ".-.._ � -. -. '. •. -. '. -. '.. - � o I . ... � : ..:•: - '.._ •. ". ".'.._ � .. -. -.." .• ." .- -.. ••._ :.- -.._ "-:. "-"", -" 33+21.81-• ": - - -- _ � �: ..--- ...... ...... a .. .. .... ... .. .. ••-'.. `- 2634.2 _ - ri HIC 26651 "•••-.. ..::.::: .:... "'. �.:: -•:'.=.- :'-:• � "" _ 3 +25 .PVF 1 ,-.-.•..-.. -._ �. -; . -. -. -. .- •... 33+14.53 ........... U _ - - _ 55 I _ .. .... - 26 3 21 -- ...... -•. 34.2 -._•'. j I . `. x.266 ,. .... ."... �- ,` ................. Z��= N . .... .... � ... . ��'. `"-.. '�'�<•.. . _ � _ STRUCTURAL FILL OTE: o � 133+21.81 � 34+03.76 15 `� N � ° 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING N W Z 634 6 GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1-FOOT MAXIMUM LIFTS. Z o J W 2667 --.... � _ : "-_ •. -_ -. '. - -.. -. •.:..... _ , ._ ... . •. : _ _ 8' ....---- --•" -- .. "----- ,{ ...._... - • Z Z 3+25 PVT TO z o z $ : -. ;.. '. -. •,-..:- ._ ...:. � .. -. -. •.: -. -. -. , -. •: -.- -." ; �.. 2634.29CL .. _ '�• '• "- �� "- � ��-- "-•'- � .. -'-.. ''-• PERFORM OSUCH INSPECTIONS. ONSs COMPACTIONTEST RESULTS MUST BE SUBMITTED TO BUILDING � z J o DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS AND TO ENGINEERING SOLUTIONS AS TESTS ...... ' �". ::: "--. •''-. -. =. --. -: -. "., :� -.. ".-".. `: �:-:'.''.-:.`: �.. ."•• ..-"" :- 35+01.89 ..... -- --' .................. 13 - �' ... `��. -266a -"'-- i --'. • -. - �. •. •. � '.:•..-. •... :''•.'.: � .. ' " ". =.-. �- � "- - �- a �- - M \� ARE PERFORMED. .. ...... ". - -. ..... 263517 O U ..... .... , :�,- 134+03.76 ............ in 2634.68. .. �-, � _ - ..35+31.05 � m 9 '- `� -`- 54 _ - - 66 .. - - • - -' "'�`.=:"'•.��-.`: _ -• 2635.32 w 2 . • ' - - - - - " - 1, : ' " C2 � 3 2635.63 � '-12 I � Z a .... 34+08.65 - - - " - . • - -. - • ..... . 5� .... .:: = �" _ _ 3 2636.04 6+75.48 0 d :..-. : 634.7 Lu o0 �. DS 11 �r 34+69.16 37+58.56 ' •._ - ao N 1 ti 2635.01 67 2636.45 2 w .. 2 �:", : - e X v __ W STREET KEYNOTE ITEM LIST O ..I..... . a " IPTION - ..... N iii-. � : ,� � G3� - � r � � co O -. ; Ui .. .... - :, • : . • .. : , -. � 35+31.05 �- .... - I ITEM 2635 32 � _ _ _ GONSRTRUCT CONCRETE RO D CURB ND GUTTER PER CND • ... ..... ,_ .. .. +9 .59 LLE A A 10'.. z c. N ............._......---............................- � ;, ....?6,3,3._. C2 SUPPLEMENT TO ISPWC SD 702 a o �.. ... ....... - cn ¢ M C 1 35+42.58 m r 2635.37 .._ . 636- 38+47.65 -..... TR ' 1 I � � �•., 1 CONSTRUCT 5 WIDE SIDEWALK ADJACENT TO DRIVEWAY APPROACH .. "` 36+57.51 .> . � � 2636.90 .. TS � w o - - - :.:::: =: � +::: � ::: 1 ;• �� ......a....................... ..-----................ ........... 2635.95 I \ -... .. - TO BE 6 THICK AS SHOWN. g z .......... 'j '-•... ......2639'•- --- ' � K SUPPLEMENT BLOC 5 N o CONSTRUCT 5 WIDE DETACHED SIDEWALK PER ACRD O TO ISPWC D-709. T-1 FOR AI o L C _ � '• 38+59.39 C S SEE SHEET D 0 DETAIL � i ; N 2836.96 G SIDEWALK f THICK) 265...... MS _ CONSTRUCT 5 WIDE MEANDERING R(N 5 K -' •..4 G F.AN E .�:�:�: 1�: `:�:`-�� :'::.:: �: =: �"--•.. �....................................................... ••"'-37+62.97 � ^� O SEE SHEET DT-1 FOR DETAIL. :::: •_ :::_::: .. : ,.. : : `. ............. - 2636.48 8 L INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK, PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE 2636• SIGN TO PROVIDE CANE DETECTION PER ACHD SUPPLEMENTAL TO ISPWC SD-1132A. .� `oma` .. ' 59 ly.. __..-....... 1 -- - ..... " "..-. - .... - -' -.'- �. 3263665 _ _ ��X _ INSTALL STREET LIGHT, TYPE TO BE APPROVED BY DEVELOPER. - t _ = :. _ .. o SEE LIGHT PLAN FOR CITY OF MERIDIAN FOR ADDITIONAL INFORMATION. • ........ .. := :, 38+51.02 x ..� 2 ok s+i � 636 92 NG BARRICADES m N1 REMOVE AND DISPOSE OR RE USE EXISTING :�': :::: � ;,: :.. .. ''.. -.. ''..... :.• .. ..,_.--'•. ....... ............ ...----•�-.........--•....... ...... �::::.::--. MATCH EXISTING MEANDERING SIDEWALK. N N2 W ....... ..•`� 4.7 SG1 INSTALL SIGN- STAIRS AHEAD USE AT YOUR OWN RISK. 59 9 H '•.52 ''•• - �. 2636.96 a COORDINATE REMOVAL AND DISPOSAL OF EXISTING STRUCTURES WITH �. • •`: _ �: �: , ''.: �:: '.. -'-.. .: -'� _ � .-_.. •_ : __ .....-_." : .. .. •. , .•-. , """- - _ O JEFF HARRIS OF COLEMAN HOMES. 1656.... M I 1- _ W --'--.:::.:�:-:.----' �,.:.._;..--.':..:'-....""'-...:-..:-..- � -----. 2x37.32 DISPOSAL EXISTING TREES WITH JEFF ". -. ---".� :".:: '•... •....:: '.....:'.. '',;3... I �� W M M�1 tet' HARKS OF HOMES. S 04 :. W ui cv o. 650_:::....:.................:�;:;::;;::::-.. ' '. .., _ U� �� :: COORDLNATE REMOVAL AND DISPOSAL OF EXISTING FENCES, BUSHES, z 04 ' :•:�':�•' "'� ' �'� :. ................................... •: ..ted M o - IRRIGATION DITCHES ETC. WTM JEFF HARRIS OF COLEMAN HOMES. -S C 46 ®►_ - -v ti 0 t' i •4( I � w G T c to s U s � I lY 'i c' 'i O 45 s r N - N O 1 - ul ,, .LL HORIZ ..... SCALE • � � ...---•.................. �,�:_ ::..:: / :':::-.-;:::: _::..- .�. •'• '- � W DWG DATE 07/21/15 P ROJ N0. 150427 6 N -• 6 st 0- I .5 0 ��-''. "='::-:�==•- - SHEET 3 OF 11 s a. 6 Y.I s' P s� T-2 o0Q 2650 _ LL z a -.... /SHEETS/150427-ST.DWG 2E 2E 2E 2( 2( 2E 2E 2( 2( 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE Z3 6U Z4--00 Z4--40 Z4 80 2b--20 2b--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 33-20 33-60 34-00 34 zoW�o ►4 Q r O U) >v a 0 � D Q N 0 a qao 6 Z m m U U t N T O. n 2 . W ZO 0- 4♦, Z _ 0- n ^+ O .... V. C E a•v .S W LL CA mC 4' ' agoLU ti// c c o 3 N I s U U=�'� C p O. N W n - C Oy V 1O 00 \Li.V c o A� Z N 0 c 3. c N p U 0 z m (C O:5 d W X44 �:13:� L0 0 'o _W y C, 3 N v c 0 LL z � �^ v o y u SCALE 1 "=40' HORIZ PVI STA 41 50 N 0 LI 2 7 O C C O •@ DWG.DATE 07/21/15 PROJ. No. Ci z >O SHEET 4 OF 11 w A ? o m c'•a CL Q U.! F - ST - 3 LL Z D c' OLLc -,20, ' 0 PVI EL= 2638.52 PVI STA 32+50 >V g V --D .� U p I U ,n o y fir { CL 0 o v p `v v c Oi to QU-.-S 80-, `� •� � U.OTQv 3 o K= 66.7 a>i `-os�o�in c c V PVI EEL= 2634.02 c d C U 0 Z y o c a> p• � a C V 3 y H Qa - L= 150.00' VC = 73.17 i' 7?'3 •dd� � vV- y y i O riTi y C T pEp co y O o o Ct L= 150.00' VC J U Ql ?= O q C N ►4 ayi a0i ZO'§IAL � N 00 NISHED GRADE R/G/N,4L GROUND � M T CENTER UNE AT CENTER UNE � n u O N + J W a, � � Q J , MCO_�..- — O CL CL J 41 -HO , CN I'llPM .50% STA 28+90 -- � �� _------ --- — --- ._ - _` W— ----- — PVI L= 2624.84 0.50% _- �� — ' w _--- i3 1* N� = 50.18 Ap ©� C, Mac� ;� L= 150.00' VC � D LID n � �F�F) �'' G N h a—o +� OSP � 0+ W f C i M �aP t;; N N M LO NISHED GRADE h �, r1 N 255% a- N N N + LN T CENTER UNE N Cj tl J J N d 00 M N N + W ►2 C- d � N 0.67% Q N J 4 `'' c~n ( d' ' C.1 U `''� CNM tZ LO C>_ �_ — i i 1- U 0 LO CO N ^ N `- co t0Lfi O ca L W O C9 La. W MLr O C, LL W i O c Li W 1 O U W t O C9 La. W t O C- L W t 71.7 _F OR/ NAL GROUND C9 U LL W C9 C7 Li W 1 C� U Li W ca U Li W C� CD Li W o U La W 2 U Lt_ W C? U Lt W C9 U W O C9 Li W i 0 U 4i^ W 1 O U L W t C9 1 co +� co O N N r. O M t+ .^- O? N n i to t2i t 1`� 0! + i r` �t �-- I !� to 15" PVC 0.4290 AT 0105? L/N£ ! M n r. to try r. CO I� CA t� n O � N CV d? ►7 O cq o t0 d; to t CSS 00 trs I N M t[) 1 tr) O to t 00 tt) r- N a •d 'D tri to C -)N ui tri 'n M N co M M MH113A to to M M til to M M MH#3B � f, M M ri r- M M r� � pr) M i\ r- M M h t` M M u6 00 M M 06 � M M 00 r- M M r' M t`� t0 to M M to to M M tri t0 M M d u� M M 4 th a.a to ca CV N CU O N N CO co N N w ro N N `L CO to N N to to N N 0 48" Manhole 10 t0 N N co co N N 48"0 Manh le t0 to N N cd, cD N N cc to N N CG to N N cc W N N to to N N to to N N co co N N co O N N CO co N N co N N to N N �2 RIM = 2625.12 RIM EL= 625.69 ►1 C9 W O C7 �^ W O C9 W W O C.7 W O C7 W W O C7 L �' W O C' t j' W O C9 L W O C9 Li W O O 4' W O Q W W O C) �' W O Q 4" W O CD V W O CD W W O CD �' W O C9 W W C' 4' W O C' 4' O C� t +' C7 C7 W W O CD �' W O CD W W O CD i j' W O O W W O CD i i O C9 V I O 1 t to '- t 1 N O O 1 I 01 N 1 I n d Q i I O N 1 I .- O 1 I ct to 1 I t0 1� O 1 I to Ln I 1 �-- d I 1 eh N I 1 N �- N ! i M I t �- - co to 1 t M cD O 1 1 to co co 1 1 I� co O W I i O w . W .- P- r : M I-• " O r-, `- 4! d- O C> p � r7 � W n to W r, co N ui co CV N co (p N N ca co N N ca cp N N co tri N N tri N N ui tri N N ui to N N ui to N N ri to N N ui tri N N L6 tri N N ,ri tri N N di co N N cc � N N n co N N C6 of N N Q, o N M o M M _ v M M N tri M M 'i LO M ro co ro C014 M M U->14 M to M M Co N tG Co N N O N N CO Co N N GO (o N N O to N N O CO N N O co N N O to N N co CO N N co to N N O N N CIDCo to N N c0 to N N co c0 N N O Co N N co Co N N O O N N co CO N N O CO N N co Co N N w to N N co (0 N N CO to N N c0 co N N O CO N N to to N N 264 264 264 263 263 262 KIM 262 261 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+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 34+00 341 6U 34 UU 34 4U 64-80 6b--20 35 60 36 00 56--40 66--80 61--2U 61--60 38-00 38-40 38--80 39-20 39-60 40-00 40-40 40-80 41-20 41-60 42-00 42-40 42--80 43-20 43-60 44-00 44--A zoW�o Q r O U) >v a 0 � D Q N 0 a qao 6 Z m m U U t N T O. n 2 . W ZO 0- 4♦, Z _ 0- n ^+ O .... V. C E a•v .S W LL CA mC 4' z 0Ole agoLU ti// c c o 3 N I s U U=�'� C p O. N W n - C Oy V 1O 00 \Li.V c o A� Z N 0 c 3. c N p U 0 z m (C O:5 d W �] �:13:� L0 0 'o _W y C, 3 N v c 0 LL z � �^ v o y u SCALE 1 "=40' HORIZ PVI STA 41 50 N 0 LI 2 7 O C C O •@ DWG.DATE 07/21/15 PROJ. No. Ci z >O SHEET 4 OF 11 w A ? o m c'•a CL Q U.! F - ST - 3 LL Z D c' OLLc -,20, ' 0 PVI EL= 2638.52 Oy y G C >V g V --D .� U p I U ,n o y fir { CL 0 o v p `v v c Oi to QU-.-S 80-, `� •� � U.OTQv 3 o K= 66.7 a>i `-os�o�in c c V c d C U 0 Z y o c a> p• � a C V 3 y H Qa - L= 150.00' VC i' 7?'3 •dd� � vV- y y i O riTi y C T pEp co y O o o Ct .O� OQ O V O '•' (CL N J U Ql ?= O q C N ayi a0i ZO'§IAL � N 00 NISHED GRADE R/G/N,4L GROUND � M T CENTER UNE AT CENTER UNE � n u + N a, Q , O CL CL J 41 -HO , CN -- _ _ __� �� _------ --- — --- ._ - _` W— ----- — 0.50% _- _--- 1* N� CN D LID n + to O Nco r N d OSP � 0+ to C i O M LO r1 a- + LN Cj N d M C- d � N C.1 U tZ O (9 La' W O c) Li W O ca L W O C9 La. W O CD LL W O C, LL W i O c Li W 1 O U W t O C9 La. W t O C- L W t O C' La. W i C9 U 4' W C9 CD Li W O c Li W C9 U LL W C9 C7 Li W 1 C� U Li W ca U Li W C� CD Li W o U La W 2 U Lt_ W C? U Lt W C9 U W O C9 Li W i 0 U 4i^ W 1 O U L W t C9 1 Ui C7) n ♦` 00 r. O M t+ .^- O? r, M O n i to t2i t 1`� 0! n i O Ur i r` �t �-- I !� to n O tr) r• n h. CA M n to .– ! M n r. to try r. CO I� CA t� n O � N CV d? ►7 O cq o t0 d; to t CSS 00 trs I N M t[) 1 tr) O to t 00 tt) r- el t-0 d• to •d 'D tri to tri ui tri 'n M Lri u) ►7 M co M M Co LO M M to to M M til to M M to �` M M � f, M M ri r- M M r� � pr) M i\ r- M M h t` M M u6 00 M M 06 � M M 00 r- M M r' M t`� t0 to M M to to M M tri t0 M M d u� M M 4 th to ca CV N CU O N N CO co N N w ro N N co to N N CO to N N to to N N CC to N N tD O N N CO to N N 10 t0 N N co co N N co co N N to to N N t0 to N N cd, cD N N cc to N N CG to N N cc W N N to to N N to to N N co co N N co O N N CO co N N co N N to N N O N x-60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 O ?644 )-640 ?636 ?632 • � � 624 ?620 ?616 648 ?644 ?640 ?632 >_628 )-624 620 ?616 ley, OF c, 0 0co60j;, a o ZC-4 L p U N i na E: 00�3� 0 O vi >a)y c © to rM ,DD _ -oa I a0 N �y VU - 75 6 p C W C/) moo O — c 7E! ?`mar O Q QZOD cis W O Z � VWf ons U) zoW�o Q r O U) >v a 0 � D Q N 0 a qao 6 Z m m U U t N T O. n 2 . W ZO 0- 4♦, Z _ 0- n ^+ O .... V. C E a•v .S W LL CA mC 4' z 0Ole agoLU ti// c c o 3 N I s U U=�'� C p O. N W n - C Oy V 1O 00 \Li.V c o A� Z N 0 c 3. c N p U 0 z m (C O:5 d W �] �:13:� L0 0 'o _W y C, 3 N v c 0 LL z � �^ v o y u SCALE 1 "=40' HORIZ 1 "=4' VERT y N 0 LI 2 7 O C C O •@ DWG.DATE 07/21/15 PROJ. No. Ci z >O SHEET 4 OF 11 w A ? o m c'•a CL Q U.! F - ST - 3 LL Z D c' OLLc -,20, ' 0 Oy y G C >V g V --D .� U p I U ,n o y fir { CL 0 o v p `v v c Oi to QU-.-S 80-, `� •� � U.OTQv 3 o a>i `-os�o�in c c V c d C U 0 Z y o c a> p• � a C V 3 y H Qa - pv y O �-�� i' 7?'3 •dd� � vV- y y i O riTi y C T pEp co y O o o Ct .O� OQ O V O '•' (CL N J U Ql ?= O q C N ayi a0i ZO'§IAL ley, OF c, 0 > Y W J o ZC-4 LLJ 00 ~N0) 00�3� © to rM ,DD � J_ to W Z 3 r m W I a0 N �y 2 Z c:z W X �ot2 W C/) moo O — O Q QZOD cis W O Z � VWf ons U) zoW�o WU- Z m N W Q (� 5 0. Z Z Z Z W W 0 a 6 Z m m (l n 2 . W ZO 0- Z _ 0- n ao o ZC-4 LLJ 00 ~N0) © to rM ,DD I a0 N �y •. W X �ot2 W C/) moo O — Q QZOD cis Q ons � w WU- Z m N W O4) C14 0 0 a • z m C/) W W WU- �zxQ M n F'- W z 0Ole agoLU F- wA� n z L0 0 _W SCALE 1 "=40' HORIZ 1 "=4' VERT N 0 W DWG.DATE 07/21/15 PROJ. No. 150427 z >O SHEET 4 OF 11 0 a m W CL Q U.! F - ST - 3 LL Z D /SHEETS/150427-ST-PRO.DWG 57 17 IBLOCK 6 \ \ \ \ 40 20 0 40 80 120 FALL CREEIN NO. 2 SCALE IN FEET 25 19 20 18 / BLOCK 321 i 22 I 23 I 24 / 20' 5' STORM DRAIN D26 ATA SEEPAGE BED 3A T BLOCK 3 / ` DI#3A _`_�/ CL STA. 28+37.05, � � �` OFFSET 17.0' RT 94.00 LF 180 PVC (TOP -PERF.) 0 0.007 ( MW#3A / � / DROP INLET, TYPE IV, ACHD SUPPLEMENT 94A0 LF 12 ° (PERF.) 27 TO ISPWC SD -604A, WITH 1' SUMP 60 j PVC ®F 12 / C& GRATE= 2624_70 61 ��/ / 12 INV. OUT- 2621.70 59 ®! 14.17 LF OF 12" AWWA C-900 PVC 0 63 o �0 0 S=-0.719 TO MH#3A I ' f. 18.67 LF 12" PVC 0 0.54% 64 Q(25)= 2.12 cfs V(25)= 3374 cf Q(100)= 2.77 cfs V(100)= 4409 cf 58 14.01 LF 18° PVC MH#3C DI#3A �` / 29 BLOCK 5 0.00% ) STA=29+15.76 STA=28+37.05 RIM=2625.72 TBC= 2624.97 65 ` DI#3B MW#3B GRATE=2624.70 CL STA. 28+37.05 OFFSET 17.0' LT 20.21 LF 16° AWWA 14.17 LF 12° AWWA` DROP INLET, TYPE IV, ACHD SUPPLEMENT C-905 PVC 0.49 C-900 PVC ® 0.71 TO ISPWC SD -604A, WITH 1 SUMP o W. KARLUK RIVER D. g -IN _ 66 _ . GRATE 0624 70 - ; - E +_ _ RIM=2625. - MH 3A "INV. OUT= 2621.70 STA 29 25 46 _ 6 0 + 6' Q STA 28+37.05 14.17 LF OF 12" PVC 2625 8 - --- - - RIM=2625.12 0 LF 12° PVC _ _ � i - - .�,.._ _ ®S=-0.719 TO MH#3A a_ ,.: .. . . •M - . -_ �� Q(25) 1.80 cfs V(25)= 2392 cf 1.677a 67 BOCK 5Q(100)= 1 97 cfs (0) 3126 cf t; Fv • / .\� L /V 1 0 17 2" PV \ ` \ Y 1 14. LF C MH#3B 10.717 / 71.70 LF 15° PVC 'STA=29+12.77�� - 68 / MH#3A 0 0.42% ' RIM=2625.69 • �''� w A. HALL , DI#3B 5, �' ST 28+37 0 0 0 RT STA=28+37.05 " MANHOLE 3� Oo TBG= 2624.97 f 48 � MANHOLE, SHALLOW TYPE I RAISED INVERT 16 GRATE=2624 70 56 _ I ;\ ISPWC SD -615A W/ 2' SUMP h �' RIM= 2625.12± (MATCH PAVEMENT) 18 DI#3D 9.18 LF 15 0 12" INV. IN= 2621.60 (FROM DI#3A) ° PVC BLOCK 9 `Z W / 12" INV. IN= 2621.60 (FROM DI#3B) IV STA -33+21.81 0 1.097 .�` R��k � 15" INV. OUT= 2621.35 (TO MH#36) IC= 2634.27 R R � - " MH#3D 1 g a . � X QR. -,► 71.70 LF 15 PVC pax GRATE=2634.00 �, ` STA 33+25.28 o > :� t� S= 0.429 TO B RIM=2634.45 0 _ # \ - • •- . N 32.34 LF 12° AWWA - ° \ _- 29.69 LF 12 PVC 79.00 LF 12" PVC �y_ '� C-900 PVC 0 0.62% 0.00%f 9 20 � '`� ��/ q� / _-� a 'ill \._ \ aj47 ` \ I STA. 29+12.77, 0.00 RT 00 ! N! " z 48 0 MANHOLE, \ �� \ •. , �� \ ,\ 85 u `'_'�---� �.`` ` � /� �Uk ISPWC SD -611 W/ 2' SUMP �_ A \ DI#3C--i \ ` STA=33+21.81 !i $ 3B RIM= 2625.69± (MATCHPAVEMENT � \ 15" INV. IN= 2621.05 (FROM MH#3A) 55 TBC= 2634.27 ,, �' . _.., 21 \ GRATE=2634.00 '_ --- �� =� \ 16" INV. OUT= 2620.95 (TO MH#3C) t ` 20.21 LF 16" AWWA C-905 PVC MW#3D MW#3C- '�\ 0 S=-0.499 TO MH#3C �v V `� ! •�� 15 \ 22 = '8.10 LF X12; • PVA�\ 23.33 LF 18° PVC 79.00 LF 18° PVC \ 0.007 (TOP STA. -PERF.) t 0,007 14 !j �. / " MH#329+15.76, 24.02' RT SG#3B-IN 13 © 48"0 MANHOLE, \ `'.. STA=33+36.05 `� Q✓ ISPWC SD -611 W/ 2' SUMP RIM=2634.42 yoko� 23 RIM= 2625.72± (MATCH PAVEMENT) 16" INV. IN= 2620.85 (FROM MH#36) \ � 54 '� `\ �% 12" INV. OUT= 2621.10 (SB#3A) 12 % 12" INV. OUT= 2620.75 (SG#3A) 18.67 LF 12" PVC ®S=-0.54% TO SB#3A 1 \ \ 5 I 12 6.00 LF 12PVC " INV. 0SB#3A= 2621.00 " 3A \ \ S=-1.679 TO SG# CL s. + t i � 1000 -GALLON SAND AND GREASE TRAP (TRAFFIC RATED) WITH 20" BAFFLE SPACING RIM= 2625.86± (MATCH SIDEWALK) 12" INV. IN= 2620.65 (FROM MH#3C) �. 10 ` �\ TOP OF BAFFLE OUT= 2620.55 51 ~ 18' INV. OUT= 2619.80 (TO SB#3A) 14.01 LF 18" PVC 0 S=-0.009 TO SB#3A t %~\ 18" INV. 0 SB#3A= 2619.80 1 1 I 1 1 1 i 1 1 1 � BLOCK 5 521000I.- 50 49 47 M 46 SB#3A SEEPAGE BED 1001, 20'W, 9.5D TOP OF BED (ROCK)= 2622.50 BOTTOM OF BED (ROCK)= 2613.00 (SEE DETAIL ON SHEET DT -1) 94 LF 12" PVC (PERFORATED) 0 S=0.009 (FROM MH#3C) 94.0 LF 18" PVC (TOP -HALF PERFORATED) 0 S=0.00% (FROM SG#3A) STORM DRAIN DATA �ao o j- U H o c c vsi (SEEPAGE BED#38) co so DI#3C W t y F m o CL STA. 33+21.81, OFFSET 17.0' RT } o n o r o DROP INLET, TYPE IV, ACHD SUPPLEMENT 0 l- o y o TO ISPWC SD -604A, WITH 1' SUMP it a s o GRATE= 2634.00 o- Z 12" INV. OUT= 2631.00 0_0 32.34 LF OF 12" AWWA C-900 PVC Q 0 0 S=-0.629 TO DI#3D O ;wN, OUN Q(25)= 1.75 cfs V(25)= 2994 cf Q(100)= 2.30 cfs V(100)= 3912 cf c o O N Os'C V C C O C O O O C Qo Z o DI#3D •V 'O •� '00> i h '# CL STA. 33+21.81 OFFSET 17.0' LT ~ Z p o DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP W '" GRATE= 2634.00 ca 12 INV. OUT= 2630.80 a N 15" INV. OUT= 2630.55 Z 9.18 LF OF 15" PVC 0 S=-1.099 TO MH#3D 64*$1 5\pNAL Q(25)= 1.52 cfs V(25)= 2582 cf TE$�y, Q(100)= 1.99 cfs V(100)= 3374 cf MH#3D '��►� ISI ('�' STA. 33+25.28, 28.91' LTN SZ��$G 48.0 MANHOLE, ISPWC SD -611 W/ 2' SUMP RIM= 2634.45± (MATCH PAVEMENT) m o > w 15" INV. IN= 2630.45 (FROM MH#3D) z Z 12" INV. OUT= 2630.70 (SB#3B) o Z o 12" INV. OUT= 2630.35 (SG#3B) ¢ m N 29.69 LF 12" PVC 0 S=-0.519 TO SB#3B o s m 12" INV. 0 SB#3B= 2630.55 a o 8.10 LF 12" PVC 0 S=-1.249 TO SG#36 Z s 0 Z SG#3B o STA=33+36.05, 23.35' LT (IN MH) SQ W 1000 -GALLON SAND AND GREASE TRAP m m o (TRAFFIC RATED) WITH 20" BAFFLE SPACING w o z RIM= 2634.42± (MATCH SIDEWALK) 12" INV. IN= 2630.25 (FROM MH#3D) TOP OF BAFFLE OUT= 2630.15 ' ZJ o 18" INV. OUT= 2629.40 (TO SB#3B)ft o 23.33 LF 18" PVC 0 S=-0.00% TO SB#3B 1$ INV. 0 SB#2B= 2629.40 wAlt 00 cc p 01) 04 SB#3B � w oz SEEPAGE BED cn ¢ 851, 24'W, 9.0'D o 00 o TOP OF BED (ROCK)= 2632.00 V Q Z co BOTTOM OF BED (ROCK)= 2623.00 < (SEE DETAIL ON SHEET DT -1) c ® (if ("uj . 79.00 LF 12" PVC (PERFORATED) z N 0 S-0.009 (FROM MH#3D) 79.00 LF 18" PVC (TOP -HALF PERFORATED) o 0 S=0.009 (FROM SG#3B) 0 - CONTROL POINTS U .O i C CORNER SECTION 24 ♦�.. O N C a Al W CORNER 00 omCaa>a�y d O O 80' MONITORING UL a n� NO. Ca c MW#3A 9012.4 a�E MW#3B 4 +b+ c o > M W#3C a Co >�'' a > . o�N�o� v o c 9566.4 MW= MONITORING WELL SEE DETAIL ON SHEET DT -1 N V Vl A� L g � -F, �•0 0 W L C C y N L N a :L 6 a °' Z 0 � sib o E �� L �•� o ^ LL a� "' a Q 11 a> a m CA:: U O aZ QW m t q-.Ec ? �ZVJ cm V ,n0, ',-��'OL O p r2 STORM DRAIN DATA �ao o j- U H o c c vsi (SEEPAGE BED#38) co so DI#3C W t y F m o CL STA. 33+21.81, OFFSET 17.0' RT } o n o r o DROP INLET, TYPE IV, ACHD SUPPLEMENT 0 l- o y o TO ISPWC SD -604A, WITH 1' SUMP it a s o GRATE= 2634.00 o- Z 12" INV. OUT= 2631.00 0_0 32.34 LF OF 12" AWWA C-900 PVC Q 0 0 S=-0.629 TO DI#3D O ;wN, OUN Q(25)= 1.75 cfs V(25)= 2994 cf Q(100)= 2.30 cfs V(100)= 3912 cf c o O N Os'C V C C O C O O O C Qo Z o DI#3D •V 'O •� '00> i h '# CL STA. 33+21.81 OFFSET 17.0' LT ~ Z p o DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP W '" GRATE= 2634.00 ca 12 INV. OUT= 2630.80 a N 15" INV. OUT= 2630.55 Z 9.18 LF OF 15" PVC 0 S=-1.099 TO MH#3D 64*$1 5\pNAL Q(25)= 1.52 cfs V(25)= 2582 cf TE$�y, Q(100)= 1.99 cfs V(100)= 3374 cf MH#3D '��►� ISI ('�' STA. 33+25.28, 28.91' LTN SZ��$G 48.0 MANHOLE, ISPWC SD -611 W/ 2' SUMP RIM= 2634.45± (MATCH PAVEMENT) m o > w 15" INV. IN= 2630.45 (FROM MH#3D) z Z 12" INV. OUT= 2630.70 (SB#3B) o Z o 12" INV. OUT= 2630.35 (SG#3B) ¢ m N 29.69 LF 12" PVC 0 S=-0.519 TO SB#3B o s m 12" INV. 0 SB#3B= 2630.55 a o 8.10 LF 12" PVC 0 S=-1.249 TO SG#36 Z s 0 Z SG#3B o STA=33+36.05, 23.35' LT (IN MH) SQ W 1000 -GALLON SAND AND GREASE TRAP m m o (TRAFFIC RATED) WITH 20" BAFFLE SPACING w o z RIM= 2634.42± (MATCH SIDEWALK) 12" INV. IN= 2630.25 (FROM MH#3D) TOP OF BAFFLE OUT= 2630.15 ' ZJ o 18" INV. OUT= 2629.40 (TO SB#3B)ft o 23.33 LF 18" PVC 0 S=-0.00% TO SB#3B 1$ INV. 0 SB#2B= 2629.40 wAlt 00 cc p 01) 04 SB#3B � w oz SEEPAGE BED cn ¢ 851, 24'W, 9.0'D o 00 o TOP OF BED (ROCK)= 2632.00 V Q Z co BOTTOM OF BED (ROCK)= 2623.00 < (SEE DETAIL ON SHEET DT -1) c ® (if ("uj . 79.00 LF 12" PVC (PERFORATED) z N 0 S-0.009 (FROM MH#3D) 79.00 LF 18" PVC (TOP -HALF PERFORATED) o 0 S=0.009 (FROM SG#3B) 0 - CONTROL POINTS NORTHING C CORNER SECTION 24 9105.38 W CORNER SECTION 24 9130.62 MONITORING WELLS NO. NORTHING EASTING MW#3A 9012.4 9707.5 MW#3B 8903.2 9721.7 M W#3C 8690.8 9646.9 MW#3D 8671.9 9566.4 MW= MONITORING WELL SEE DETAIL ON SHEET DT -1 EASTING 11832.22 9184.42 cvz • 0. z W CL Z� Z QOM rr a W o N ' 0 ago ry- F_ Q w�LLJ cf) 0 `n U N 0 %.j SCALE NO SCALE } W DWG.DATE 07/21/15 Z 0 PROD. NO. 150427 0 (L SHEET 5 OF 11 m Q W 0 SD -1 o Z 0 /SHEETS/150427-SD.DWG 18 3 18 2,T 0 0 4 PIRR Q ! Q 24 T I \ -� , o �! F. Q � o -�•• m o � 40 20 0 40 80 120 o 0 to � o 80 26 /� ` / \ SCALE IN FEET BLOCQ a Q Q Q K 3 / T ` / `- BLOCK 3 `, `][, HORIZONTAL SCALE 60 _ C/) ,� 59 61 6•.� �� C Q��Q�gN� z / =o 4 2 0 4 8 12 n 0 •oQI=>�� (AWWA C-900 PVC i / �- Q, 2� o 0::a Q 5$ ! 1 X MIN. SLOPE) \ °' m 57 BLOCK 5 1 a 56 I ` 53 I 264 1 263 1 263 1 262 1 262 1 262 1 261 1 261 26C SC = 8+75SC = 7+86 ! 64 SCALE IN FEET y "�� SC = 9+18.60 SL = 52' Sl = 50' 28 ! ! TB \ / / VERTICAL SCALE �, „ Q v ar c SI =4.2 SI = 2621.9 ! t: / W Z o U 3 0 SL = 41' SC = 6+81 Sl = 2625.3 I :I SL = 51' TB 00 99 TB S2 ! C. SI = 2620.1 4 p 29 / '61 Q = o j ii c N E H TB H SC = 6+09.11 65 RR\ E18 N3 ! �! SL = 45' N3 TB E8 W8 V6 Sl = 262Q.2 �\ 0 V v = o o N2 a all TB E18 N3 , 30 j � 0 A W6 a N3 T7 S2 TB \ ` s TB 66 0 o SL=52' �U) g�a��._ H S2 11 LF 130 LF Q, N2 E8 SC = 5+20�\ BLOCK 3 ®� " „ ` V U p p N U G. SC = 2' V6 �°� LF W. KARLUK RNER DR. W6 N3 SI = 262Q.5 0- Z s o a SL = 52 TB T7 - - - 140 LF J Ll. (� _ N N SI = 2fi26.6 E18 118' 9 N 118• � QU �=s�'�.o � 1 124' 9+00 8�$ 171' +„} N . < 67 ` \ 3 � � �� a •� 8+00 = 3 SC - 4+36 N3 p BLOCK 5 0 NOTES VO 2 SL = 48' 0 V S U N N3 ,_. < 4: < < : 7+00 1 LF SI = 2620.9 10 LF gg• S2 1. The locations of existing underground utilities are shown in an o N3 93- �'� 68 approximate way only. The contractor shall determine the exact location C > SC - 3+50 TB / of all existing utilities before commencing work. The contractor assumes a o a TB E18 ~' S2 SL = 3+ TB all responsibility for any and all damages caused by his failure to exactly f..l Q _ �, Q 9 48'j SC = 7+64 N3 Sl = 2621.3 / locate and preserve any and all underground utilities. Dig line telephone 36.05 SL = 31 H y 16.70 N2 SI = 2623.9 SL = 34 N3 8y N o SI = 2621.4 = o 306 V6 _ number is 1-800-342-1585. y SG 2+52 o s o o SSMH 3fi.03 SC 6+71 LF SL = 50 2. See Sewer Service 'C' Type Connection Detail Per ISPWC SD -511. a L - - 8 = 10+16.70 123 fox SSMH 36.04 STA=7 73.82 SL = 32' S2 S .00 N3 TB T7 3 c ~ " - " = 2g' 113 STA=9+18.60 SI = 2620.1 SI = 2620.9 AWWA C-900 PVC Pipe Shall Be Used On Lots 7-10, Block 3 As Shown. y = y ' " oo��, 8� E8 S2 = 124• / o •o C • = 2627.8 W8 SSMH . SL = 33'71 : 4 : �W W6 N3 TB / a z �, 16 17 STA=6 099.11 11 _ , 11 LF SI = 2620.3 4+ W8 E8 N1 S2 18 Oxy N3 SC 4+88 z 1 LF 75 j,r EXISTING VALVE "A" ��5� SL = 32 173 CF �� N2 BLOCK 9 19 SI = 2620.7 S2 6360 o SC 4+01 SC = 10+79 a. SL = 37 J6g• l�y,� OF 5G SL = 39' y �i _ _ 4' 20 SI = 2621.1 \ / T ll� S"TT SI = 2628.8 �i N2 p�RR 55 �� SSMH 6.01 SL = 33' \ X:- J Z J S2ZW�� ti Nei, 14 STA=3+ 1.47 Si - 2621.3 � �� o 21 EX. SMH 36 N4 \ m ST =2+19.51 zZ ZZ \ 15 TB 13 TBpU 4 TB 22 W 0 ! ��o- SC = 11+71 `� E18 D H SC = 13+71 W = \� J O 2 N x " J � U Z Q SL = 39'V6 SL = 49' 12 Z �NZo� SI = 2629.4 SI = 2630.4 SC = 14+49 23 0 W z T7Z W E18 _ �s SL - 51' ti W O Z a S2 �� S2 W6 W8 S2 Sl = 2630.8 N3 g2' F 10 LF N3 SC = 15+08 0 o 1-- NOMi (40 � 00 Wx W �X� 000 000 U bU 1 U 4U 1 U UU 9+60 9+20 8+80 8+40 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+0 � A? - --.-_ 4€ 11 +� M �p JON w "A r0 n��c�iiu�s 0N`° O c a 11�+ \` M +.- ._ _ N Go NISHED GRAD W .' J tV N2 ., \ f AT SEWER UNE �� J CO CC�- M � 11 n cc C+ N ai /STING GROUND o II�N 'd $' .- g; co N Wn toNZ-^ N �o '_ =�W^ o 99-4 AT SEWER UNE M o = C 1!`v`�r'o N �(11 !? �0=t%1 C g� � Q N UJ CCW w N rk W W W QN to 4 94.10 O �! 140.78 LF Cc PVc 0 1.zaX 160-70 li .. v8" '=ao, 3 PVC 0 0 40% 283.64 LF I c N N oo $" PVC ® 0.40% 7.96 LF ------ 8" F VC00.417 f ! LEt • No N M v 3 v _ >II V x Z it Z g O °� - N N d- 00 00 h ^` �'' UJ $ W a0 °aN ao II N N N `. N -H v = 00 A a0 O z O > p 11 p ZZS co M p N a d'• Z > Z N !1 co <p � - 00 00 `Z_ 1 95 ac(is W. KAR UK RIVER R. 3:- 0 00 0+80 10+40 10+00 9+60 9+20 8+80 8+40 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+0 0 WATER KEYNOTE LIST '''�• '� o o 2640 I�to MM DIPnoN 0 Z M N W6 Water Main, 6" PVC, C-900 N o 2636 WO Water Main, 8" PVC, C-900 V6 Valve, 6" Gate, Fig. x MJ V8 Valve, 8" Gate, Fig. x MJ T7 Tee, 87x 8'x 6", MJ x MJ x Fig. LLJ J 2632 EB Elbow, 8", 11 1/4, MJ O E18 Elbow, 8", 22 1/7, MJ 0 H Fre Hydrant Assembly Complete per Std. (W7) & (W9) C n S1 Single Metered Service Connection, 1", with 3/4" Meter and Z 06 06 Ir 262$ 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). � Z S2 Double Metered Service Connection, 1", with 3/4" Meters and Z 7 LLJ 3/4' Meter Setters, per Std.s (W1), (W3) and (W5). T� 0 _ O P.C.C. Thrust Block (As required even if not shown) r/ Irl In W See Water Note 1 on Title Sheet and ISPWC SD -403 '1624 'A", 'B', to H Q After Agency Has Closed Existing Valve And The Z z � Y N1 Contractor Shall Remove The Existing Blow -off And Thrust Block To Complete The Interconnection As Shown. 0�I O 0 � .414 1-- N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. F-- w Z (Adjust Water Line, As Needed, to Maintain Minimum Separation) Q 2620 N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. � W N4 Contractor Shall Verify That There Is An Existing Sewer Service And U) 3: Marker. Install Sewer Service And/Or Marker, If Needed. Z LU LO o v3 2616 N O SCALE 1 "=40 1 "=4' 1` LL HORIZ VERT W DWG.DATE 07/21/15 Z O PROD. NO. 150427 2612 0 a SHEET 6 OF 11 S.1 m Q w 2608 O z v 0 SHEETS/150427-SS.DWG y r 98. 93' ,� - Cc 00, a.. v N3 169.6 � \ SEE SHEET S-1 TB y- ".6a 2 68 °' SC = 3+50 / 00 > B -> a: E18 7 , SC = 8+63 S2 SL = 48' TB / IJ' 119, 9 , t SSMH 36.05 f'' SL = 31' SC = 7+64 N3 Sl = 2621.3 H .� lit; � o 5 ► STA=10+16.70 N2 SI = 2623.9 SL = 34 N3 8y /+% i.,, p > > Xoo SSMH 36.03 S! = 2621.4 SC = 6+71 ° 3Q8 tF V6 SC _ 2+52 40 20 0 40 80 120 a C > o _ F o°,°,CL o �o STA=7 73.82 SL = 32 s� _ 3 0 n _ Q3 Cl� SC = 1 Q+16.70 123' SSMH 36.04 S2 b oo N3 TB SL 50' D p p o SL = 29 113 STA=9+18.60 SI = 2620.1 8.S E8 S2 SI - 2620.9 SCALE IN FEET 'Q 43 _ AR a � 56 SI = 2627.8 124' 6.02 SC = 5+71 a W6 / N 'S, ' IOU- SSMH ws__ TB / JL HORIZONTAL SCALE i 4-1 m n U¢ v o Q 16 STA -6 Q9.11N' SL 33 11 LF N3 Q (j) o 3 N _ - ` 17 SI = 262Q.3 4 �\\`/yam ws Es N1 C N �,_ �, ' 1-D Z \ S2 18 N3 C U wpE=� Z1 c U Ems+ EXISTING VALVE A 4 2 0 4 8 12 E \ N3 SC _ 4+88 �50.0- p E SL _ 32' 173 CF 0- N BLOCK 9 Sl 2620.7 S2 m U o a W m 1 SCALE IN FEET \ so VERTICAL SCALE a'� °'" X / SC=4+01 ��a=� \ SC = 10+79 - .a $ � SL = 37' �s • W b N L a `SL=39�i _ �� 20 SI=2621.1 9 \ c-VyNV �� \, 0 Si = 2628.8 N2 ___._ -' 1 \ \ �f o a _ - - � - N3 p SC 3+14 V �5 SSMH 6.01 _ 8 ` 5 SL- 33' S2 ��. � >0., ��oo�o 14 STA=3+ 1.47 SI 2621.3 O \ �\ 21 EX. SMH 36 UJ a \ ST =2+19.51 vv 15 NOTES 0 � o o � v a \ TB 13 c o V o v 1. The locations of existing underground utilities are shown in an Q U TB \ \ \ TB approximate way only. The contractor shall determine the exact location H 22 of all existing utilities before commencing work. The contractor assumes i 3 A \ \ \ SC = 11+71 E18 SC = 13+71 9 9 a , SL = 39' V6 SL = 49' all responsibility for any and all damages caused by his failure to exactly �m SI = 2629.4 ° TB Sl = 2630.4 12 locate and preserve any and all underground utilities. Dig Une telephone 0 E18 T7 SL = 51 / number is 1-800-342-1585. _ SC = 14+49 23 E' , � U a •+ C N Cp .L 42 W6 S2 SI = 2630.8 ¢ P / a o a � " 3 � Q G s S2 11 t' �� S? �F 10 LF W8 N3 SRR 2. See Sewer Service 'C' Type Connection Detail Per ISPWC SD -511. Q ° o �; � •-403_ e 3 53 54 N3 r 92' TB SSC =L = 48+08 11 1 AWWA C-900 PVC Pipe Shall Be Used On Lots 7-10, Block 3 As Shown. �..� a N3 S1=2631.2 W}s�aa 9 V � C SSMH 36.061 6 8'jl, E8 ` TA=1 2 +44.33 15 LF 145 / a ~ 9 V S c o c ;noo�d Vl y Z SC = 12+44.33 "' �� 1 1 = r4 fo �- TB SC = 15+97 10 o ' SI = 2629.8 SMH 36.07 o� E8 S2 SI = 2631.6 1 1 ' =13+01.84 N3 tF TB 1 1 '�sz• N3 TB �\ \ BLOCK 5 SC = 13+22 S2 H 9 . \ an 63 0 0 BL , t t I SL = 38+90 1 1 ; 51 Sl = 2630.2 SC = 14+17 V6 SL = 45 o \ l '+ 01 G 1 1 ; SL = 31' >>o T7 Sl = 2632.0 �'�'NM. S,tg4� I SI = 2630.7 8 SSM 36.08 8 W6 ` I 50 STA- +94.83 N3 sxpQ BS, ?y 10 LF m W g 1 1 C> C> 49 N3 _ 6+90 C> Z 1 1 ; SC = 15+38 TB SL 47' 7 6 W o W F m U a N 1 1 ; SL = 32' S2 E8 S2 Sl = 2632.6 I v W m Z I ; S1 = 2631.3 G2 Zz�ZZ SC = 6+05 Z 1 1 i TB SL = 45' oZ�oo 4897. N3 SI = 2633.0 j 2 W 1 fj l o; SC = 16+25 �� Es o Z z Z d W SC = 5+19 0 W O U 1 SL = 34 tF SEE SHEET S-3 = ` SL 47 N 1 1 U ; Sl = 2631.7 SSMH 36.09N3 SI = 2632.9 1 1; 53 STA=17+06.83 \ S2 W o z 4 1 1 , 52 ,,,- 6 \ 47 gp `O Q N3 TB ct a - PR 0 Cz I ` SC = 17+06.83 1 79;ft UJ 001 SL = 37' 8"{Y �' 04 rn Sl = 2632.1 S2 �� (n Id- .-. S�° 48 L r .100 00 00 \ ��T9c SSM 35.02 - W w o STA- +02.17 _ N oz - 46 SC - 7+02.17 _ s+oa o 06 264 264 263 263 262 262 262 261 261 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 4 r IREO M N M Cd -1 p.7 Id. co 40 00II O M ° CS `1 + FINISHED GRADE _ W 91110NG GROUND 64 -1 ,� o N Q o �r AT SEWER LINE � CV •- AT SEWER LINE o 11`1. M to N c 11 + + M C � M ,, li 2. In � oc N -- n C) La ^ ` a� 00 rnc 114§2 _ co LJ II N g � / N eF fr N y / / b iQ 1 L1..20q n.,LF 88.9 3 C S" N Iq W = 53.51 8" PVC .20% _ Cnn I. -, o 0 co N W LtJ 23.63 LF O II 11 4 " C1.20% N Oz LLf 1-1 C14 �� M M Z 1010 N . N N N CO N N 11 c W W N a 00 _ _ v n Oo C, � cNo�c N N N 00 N 00 "d- 00 W. WHITEHALL DR. 0091 1 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+ 0 2644 �'' V ¢ zcc 000)ED C> z�N WATER KEYNOTE LIST (N c 2640 ITEM DESCRIPTION W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 U I 2636 V6 Valve, 6" Gate, Fig. x MJ U_ V8 Valve, 8" Gate, Fig. x MJ s 0 T7 Tee, 8x 8x6",WxMJxng. O 11. E8 Elbow, 8% 11 1/4', MJ z m 06 2632 E18 Elbow, 8% 22 1/2', W � � o H Fire Hydrant Assembly Complete per Std. (W7) & (W9) 7 S1 Single Metered Service Connection, 1* with 3/4" Meter and O z a' w 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). H � ED N S2 Double Metered Service Connection, 1". with 3/4" Meters and t~ E "' � 2628 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). Cv Q zi P.C.C. Thrust Block (As required even if not shown) z oil ONO o In O See Water Note 1 on Title Sheet and ISPWC SD -403 �V A 1-_ z After Agency Has Closed Existing Valve "A", And "B", The U � Q 2624 N1 Contractor Shall Remove The Existing Blow -off And Thrust Block = M To Complete The Interconnection As Shown. LLJ N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. 0) (Adjust Water Line, As Needed, to Maintain Minimum Separation) LO O �W N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. U 2620 N4 Contractor Shall Verify That There Is An Existing Sewer Service And N Ix 1 "=40' 1 "=4' Marker. Install Sewer Service And/Or Marker, If Needed. ti LL SCALE HORIz VERT W DWG.DATE 07/21/15 Z > PROJ. NO. 150427 2616 a- SHEET 7 OF 11 m Q w I- I` -2 2612 LL z o 20 SHEETS/150427-SS.DWG \NN 22/X\\ \ 21 3 \ BLOCK 9 \ ,\ \ v _ OF -NN BLOCK 9 \ 5 �� \ 4 �� I SC = 3+93 I r 45 5timq sS.Ui_„/ SC = 5+27 NN SL = 5+36' STA= 61.19 \ S2 SI = 2633.0 SC = 4+51 S1 NN SL = 32' SC = 3+65 \ 44 SI = 2632.1 SL = 35' \ SI = 2630.6 MH 351 _SS 85.76 43 \ � R \ 42 \ \ 41 \, 61 53 �... 264 R a' 263 263 262 262 262 7..t -'?n A-i-RO A -1 -An AJ_nn r;J_A0 C;a..90 A.. -Rn d_t..dn A -1.0n 14-RO A -1-9n 9.1 -Rn 2+40 2648 = 15+08 vr 263 1.2 Ir TB SC = 15+9710 � 2 SL = 51' A E8 S2 SI = 2631.6 �J , \� / CAI ^ TB N3 TB H W \ SC = 16+90 0 toV6 SL = 45' y it W n SI = 2632.0 W \ W6 8 \NN 22/X\\ \ 21 3 \ BLOCK 9 \ ,\ \ v _ OF -NN BLOCK 9 \ 5 �� \ 4 �� I SC = 3+93 I r 45 5timq sS.Ui_„/ SC = 5+27 NN SL = 5+36' STA= 61.19 \ S2 SI = 2633.0 SC = 4+51 S1 NN SL = 32' SC = 3+65 \ 44 SI = 2632.1 SL = 35' \ SI = 2630.6 MH 351 _SS 85.76 43 \ � R \ 42 \ \ 41 \, 61 53 �... 264 R a' 263 263 262 262 262 7..t -'?n A-i-RO A -1 -An AJ_nn r;J_A0 C;a..90 A.. -Rn d_t..dn A -1.0n 14-RO A -1-9n 9.1 -Rn 2+40 2648 2616 11 7+60 /-t-LU OtOU Otl4u ntUU JtDU JtLU 4tOU 4lt4U 'F-t'UU J-t-t?U J -I -LU LtOU ?640 ?636 632 ?628 624 620 11 2616 2+40 / 37 P 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 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. See Sewer Service 'C' Type Connection Detail Per ISPWC SD -511. AWWA C-900 PVC Pipe Shall Be Used On Lots 7-10, Block 3 As Shown. N N N C: p _ QCT 00 0. 0 LL's 41 O N p! i� r N N•O- � N /� L p •� O O N• C U RN N 0M�/1 Na=..�+ c c� 3� � CO) C culaE /1 �-- e U O .1.� N 7� 0 CL 0:3 _�a'E> � 0 on ami I.L N c+ c c a+ �o Q� M S O..L.. 0.41 -1:4-M °' a U O� v ,wr' f.� Z 00 LL — v c o- E:90 a O C N DU = 1115 ' N� O� 3 X (1) O N O O Z :k O d 0 N` V a. 0 a U •p o (s zt d O N a.•C A_o •- N Ny $ 'a w C N V c r C y t o 0 rte- A e 3 1p AL /oma'• w - .� -�, 63 .l' OF G M 5��05 ui 0 0 cN C 0 z o Wzo= ompo m o3c =-rw z z z z WATER KEYNOTE LIST zao>w F J � ITEM DESCRIPTION N V Z N O Z ON J w V Z � N Z � O ;V6 Water Main, 6" PVC, C-900 o z z z a w Water Main, 8" PVC, C-900 o m 8 o �> Mwoaa Valve, 6" Gate, Fig. x MJ V8 Valve, 8" Gate, Fig. x MJ T7 Tee, 8"x 8"x 6", MJ x MJ x Flg. o E8 Elbow, 8", 11 1/4% MJ110 � N � E18 Elbow, 8", 22 1 /7, MJ �� V) H Fre Hydrant Assembly Complete per Std. (W7) & (W9) 00 N W •• X S1 Single Metered Service Connection, 1', with 3/4" Meter and Of O U_ 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). o 0 00 S2 Double Metered Service Connection, 1 ", with 3/4" Meters and ft Fr z o 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). �� V � a_ 0O Cz oo(n P.C.C. Thrust Block (As required even if not shown) w CO Q See Water Note 1 on Title Sheet and ISPWC SD -403 N After Agency Has Closed Existing Valve "A", And "6", The N o Ni Contractor Shall Remove The Existing Blow—off And Thrust Block o o_ To Complete The Interconnection As Shown. N2 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 Title Sheet. LU J N4 Contractor Shall Verify That There Is An Existing Sewer Service And C* O Marker. Install Sewer Service And/Or Marker, If Needed. 0 • Wz M 06 z� WZ,7 <o � J UF■� r'7 W a�N z a r~ o 0 a w Aw z U p4 <t UJ z UJ 0 V J N 0 SCALE 1 "-40' 1 "=4' OLL HORIZ VERT W DWG.DATE 07/21/15 Z >O PROJ. No. 150427 SHEET 8 OF 11 CL m Q w 0 0 !— S-3 LL z Q SHEETS/ 1 50427 -SS. DWG Ir o IQrl- 0 n c ^ N 04 NISHED GRADE y it c a AT SEWER UNE •'N "H :E�r. a ��'� W SPLu °��v~i — ------ g "�+ a �; Cnn "t r. N alST1NO 00110 ATStVff LINO to M oNN a�� tip �- — to W 00 €+ W ui:va " 236.98 Cf PVC 0 1.00 Cnu 171.43 LP $" PVC 0 crio oM N N 3 v t 11 if tom. N N 00 00 4 N N ' Zts �0 � � N GO a 00 Z If 0a W. WHITE ALL DR. cc 2616 11 7+60 /-t-LU OtOU Otl4u ntUU JtDU JtLU 4tOU 4lt4U 'F-t'UU J-t-t?U J -I -LU LtOU ?640 ?636 632 ?628 624 620 11 2616 2+40 / 37 P 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 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. See Sewer Service 'C' Type Connection Detail Per ISPWC SD -511. AWWA C-900 PVC Pipe Shall Be Used On Lots 7-10, Block 3 As Shown. N N N C: p _ QCT 00 0. 0 LL's 41 O N p! i� r N N•O- � N /� L p •� O O N• C U RN N 0M�/1 Na=..�+ c c� 3� � CO) C culaE /1 �-- e U O .1.� N 7� 0 CL 0:3 _�a'E> � 0 on ami I.L N c+ c c a+ �o Q� M S O..L.. 0.41 -1:4-M °' a U O� v ,wr' f.� Z 00 LL — v c o- E:90 a O C N DU = 1115 ' N� O� 3 X (1) O N O O Z :k O d 0 N` V a. 0 a U •p o (s zt d O N a.•C A_o •- N Ny $ 'a w C N V c r C y t o 0 rte- A e 3 1p AL /oma'• w - .� -�, 63 .l' OF G M 5��05 ui 0 0 cN C 0 z o Wzo= ompo m o3c =-rw z z z z WATER KEYNOTE LIST zao>w F J � ITEM DESCRIPTION N V Z N O Z ON J w V Z � N Z � O ;V6 Water Main, 6" PVC, C-900 o z z z a w Water Main, 8" PVC, C-900 o m 8 o �> Mwoaa Valve, 6" Gate, Fig. x MJ V8 Valve, 8" Gate, Fig. x MJ T7 Tee, 8"x 8"x 6", MJ x MJ x Flg. o E8 Elbow, 8", 11 1/4% MJ110 � N � E18 Elbow, 8", 22 1 /7, MJ �� V) H Fre Hydrant Assembly Complete per Std. (W7) & (W9) 00 N W •• X S1 Single Metered Service Connection, 1', with 3/4" Meter and Of O U_ 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). o 0 00 S2 Double Metered Service Connection, 1 ", with 3/4" Meters and ft Fr z o 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). �� V � a_ 0O Cz oo(n P.C.C. Thrust Block (As required even if not shown) w CO Q See Water Note 1 on Title Sheet and ISPWC SD -403 N After Agency Has Closed Existing Valve "A", And "6", The N o Ni Contractor Shall Remove The Existing Blow—off And Thrust Block o o_ To Complete The Interconnection As Shown. N2 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 Title Sheet. LU J N4 Contractor Shall Verify That There Is An Existing Sewer Service And C* O Marker. Install Sewer Service And/Or Marker, If Needed. 0 • Wz M 06 z� WZ,7 <o � J UF■� r'7 W a�N z a r~ o 0 a w Aw z U p4 <t UJ z UJ 0 V J N 0 SCALE 1 "-40' 1 "=4' OLL HORIZ VERT W DWG.DATE 07/21/15 Z >O PROJ. No. 150427 SHEET 8 OF 11 CL m Q w 0 0 !— S-3 LL z Q SHEETS/ 1 50427 -SS. DWG O 3' SDR 21' PVC RISER EXTEND 18' ABOVE GROUND O 3' x 4' x 6' CINDER BLOCK (OR EQUAL) O 4' x 3/4' SADDLE MINIMUM 4' MAIN UNE MINIMUM Q 3/4' POLY PIPE 200 PSI Q 3/4' 200 PSI POLY 18' ABOVE (._/ 3/4' BRASS COMP. COUPUNGS 0 3/4' BRASS CURB STOP O ROCK CHIPS 10 3' FEMALE ADD. 11 LOCATER WIRE Q 12 3' PVC PLUG 13 MARKER �1 "MODIFIED" TYPE A RISER LONG SIDE SERVICE NOT TO SCALE SINGLE FAMILY RESIDENT NAMPA MERIDIAN IRRIGATION DISTRICT 3' SDR 21' PVC RISER EXTEND 18' ABOVE GROUND 3' x 4' x 6' CINDER BLOCK (OR EQUAL) Q 4' x 3/4' SADDLE MINIMUM C O 4' MAIN UNE MINIMUM 3/4' BRASS PIPE / 3/4' 200 PSI POLY 18' ABOVE GROUND C10 % 3/4' BRASS CURB STOP ROCK CHIPS C 3' FEMALE ADD. 10 LOCATER WIRE 11 Y PVC PLUG 3 5 12 MARKER A "MODIFIED" TYPE A RISER SHORT SIDE SERVICE NOT TO SCALE SINGLE FAMILY RESIDENT NAMPA MERIDIAN IRRIGATION DISTRICT I \ v 25 22 23 24 26 o BLOCK 3 / f N3 / 7#44.k /^ �! N3 / 27 C� / 40` 20 0 40 80 120 63 28 / SCALE IN FEET N3 / AlO 64 / • 29 N3 y (� 65 \ 30 N3 BLOCK 66 N3 PRESSURE IRRIGATION LEGEND r w 67 4'PIRR— — EXISTING PRESSURE IRRIGATION LINE BLOCK 5 200 LE CONSTRUCT PRESSURE r\ IRRIGATION UNE & SERVICES ^° 68 / 9� ► CONCRETE THRUST BLOCK VALVE \ 3 ----C4- SLEEVE _ . 40 LF DOMESTIC WATER METER BOX COVER OBLITERATE WORDS 'WATER METER' FORD NO. X43 CAST IRON WITH 12 1/2' LOCKING LIDS J 1 1/2' BRASS PIPE--/ 20' PVC 1 1/2" CURB STOP j\\ BALL VALVE SUCH AS FORD 811 666SW j i 1/2' PVC PIPE MIN. 12' DRAIN ROCK - MIN. 1 CU YD. AT BOTTOM OF VALVE DRAIN ROCK FOR SUPPORT DRAIN VALVE NOT TO SCALE z 1� LOT CL _ a SIDE LOT L- PRESSURE IRRIGATION PIPELINE - SEE PLAN FOR SIZE OF PIPE TYPICAL PIPE LOCATION NOT TO SCALE PVC RISER (TYP•) 65 ( F RETAINING WALL �yoNAL OF 5G 1(.311 0) 0 Z O Z 0 J Z uj 2 Z R pR INSTALLATION NOTE N o z W i z 0 ca c3 ¢ z _ CONTRACTOR SHALL RETAIN AND REVIEW A COPY OF THE 3 w \\ X SUBDIVISION GRADING PLAN PRIOR TO INSTALLATION OF PRESSURE IRRIGATION SYSTEM TO ASSURE ADEQUATE COVER. IT w o IS RECOMMENDED THAT ALL PRESSURE IRRIGATION BE / eq INSTALLED AFTER LOT AND FUTURE LOT GRADING HAS BEEN COMPLETED, WHERE APPLICABLE. a�o � 101 N � 23 0 to 00 © Li 00 N TB �/ EXISTING UTILITY NOTE: w 0 a ado E9 13 LF 1 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE o 0 o P4 T5 SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR �� V Q z co / SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING Q M ' ^ UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR Cz Q ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES zUj 00 N CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG UNE TELEPHONE a' NUMBER IS 1-800-342-1585. a M PRESSURE IRRIGATION KEYNOTE LIST PRESSURE IRRIGATION KEYNOTE LIST 0 z ITEM DESCRIPTION ITEM DESCRIPTION 0 m Q co P4 Pressure Irr. Main, 4', PVC, CL -200 ARU Air Release Valve z Q Pressure Irr. Main, 4, PVC, AWWA C- 900 D Pressure Irrigation Mainline Drain 3:< < P6 Pressure Irr. Main, 6', PVC, CL -200 G4 Plug or Cap, 4' z cr_ W Q C8 Pressure Irr. Sleeve, 8' PVC, AWWA C-900 G6 Plug or Cap, 6' 0 M IM V4 Valve, 4' Gate S1 Irrigation Service, 3/4' W z g . 0 N Z< V6 Valve, 6 Gate S2 Irrigation Service, 1 T7 Tee, 6'x 6'x 4' TB P.C.C. Thrust Block (As Required Even If Not Shown), z I4 Poo zCU) z E9 Elbow, 4', 11 1/4' After Agency Has Closed Existing Valves 'A', 'B' And 'C', Nl The Contractor Shall Remove The Existin Plu Ca And W E10 Elbow, 4• , 22 1/2' Thrust Block To Complete The Interconnection As Shown. r E11 Elbow, 4', 45' � N2 Deflect Pipe Per Manufacturers Specifications And E12 Elbow, 4', 90' O Recommendations. C/y E13 Elbow, 6', 11 1/4 N3 Contractor Shall Install Pressure Irrigation Valve 12 -feet O E14 Elbow, 6', 22 1/2' Perpendicular From The Street Right Of Way. LO U E15 Elbow, 6', 45' Install Pressure Irrigation Service as needed into lot to avoid N4 conflict with rear lot grading (ie, retaining walls, cut slopes, C'jSCALE 1 "=40' E16 Elbow, 6', 90' etc.). See Grading Plan for additional information. LL ON6 Retain And Protect Existing 12' Gravity Irrigation Main And } W DWG.DATE 07/21/15 Structures. J > PROJ. NO. 150427 O Ix 0 aSHEET 9 OF 11 0- m Q LLI IX 0 ~ PIRR-1 ILLO Z 0 SHEETS/150427--PIR.DWG N N m >. -.•• 'O -0 L +"c+ p U N o- � 0.2 a a> +• LL*, Gn. 4 a � N a N N y ��co�y aN>-o"> > Oi N , O C 0 0 g Esaa��' 0 (.5 saaao.°-; (D c 2. N A' Z2U c •C N n•" Q 0 O W C a0i Q v+o�m�vaNi L L 30 to V ate'=_ v o ^ t y O a C LL a'� C y a a+ V m O a"C+ dW a lv o LL z 4 s O 00 DU o a WN C�� C Oa N I O N O L I o n 0 c O 25 3 On L N WVC i N C'-rCO-. Z L U V 0,6.g g a •G. � 0 G O N •U E `o O v 0- QU41 d N # y Q Q 0 ¢ .teo C O# N O U N C C ai v 000N� V Z a N CS o� E 87 c a Ngo=� Q_ N •j O � y � O N fTl `o c a a W \may C A� c� V=qt v v c o � vi as •� o 0 d O N pVj C O N �yoNAL OF 5G 1(.311 0) 0 Z O Z 0 J Z uj 2 Z R pR INSTALLATION NOTE N o z W i z 0 ca c3 ¢ z _ CONTRACTOR SHALL RETAIN AND REVIEW A COPY OF THE 3 w \\ X SUBDIVISION GRADING PLAN PRIOR TO INSTALLATION OF PRESSURE IRRIGATION SYSTEM TO ASSURE ADEQUATE COVER. IT w o IS RECOMMENDED THAT ALL PRESSURE IRRIGATION BE / eq INSTALLED AFTER LOT AND FUTURE LOT GRADING HAS BEEN COMPLETED, WHERE APPLICABLE. a�o � 101 N � 23 0 to 00 © Li 00 N TB �/ EXISTING UTILITY NOTE: w 0 a ado E9 13 LF 1 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE o 0 o P4 T5 SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR �� V Q z co / SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING Q M ' ^ UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR Cz Q ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES zUj 00 N CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG UNE TELEPHONE a' NUMBER IS 1-800-342-1585. a M PRESSURE IRRIGATION KEYNOTE LIST PRESSURE IRRIGATION KEYNOTE LIST 0 z ITEM DESCRIPTION ITEM DESCRIPTION 0 m Q co P4 Pressure Irr. Main, 4', PVC, CL -200 ARU Air Release Valve z Q Pressure Irr. Main, 4, PVC, AWWA C- 900 D Pressure Irrigation Mainline Drain 3:< < P6 Pressure Irr. Main, 6', PVC, CL -200 G4 Plug or Cap, 4' z cr_ W Q C8 Pressure Irr. Sleeve, 8' PVC, AWWA C-900 G6 Plug or Cap, 6' 0 M IM V4 Valve, 4' Gate S1 Irrigation Service, 3/4' W z g . 0 N Z< V6 Valve, 6 Gate S2 Irrigation Service, 1 T7 Tee, 6'x 6'x 4' TB P.C.C. Thrust Block (As Required Even If Not Shown), z I4 Poo zCU) z E9 Elbow, 4', 11 1/4' After Agency Has Closed Existing Valves 'A', 'B' And 'C', Nl The Contractor Shall Remove The Existin Plu Ca And W E10 Elbow, 4• , 22 1/2' Thrust Block To Complete The Interconnection As Shown. r E11 Elbow, 4', 45' � N2 Deflect Pipe Per Manufacturers Specifications And E12 Elbow, 4', 90' O Recommendations. C/y E13 Elbow, 6', 11 1/4 N3 Contractor Shall Install Pressure Irrigation Valve 12 -feet O E14 Elbow, 6', 22 1/2' Perpendicular From The Street Right Of Way. LO U E15 Elbow, 6', 45' Install Pressure Irrigation Service as needed into lot to avoid N4 conflict with rear lot grading (ie, retaining walls, cut slopes, C'jSCALE 1 "=40' E16 Elbow, 6', 90' etc.). See Grading Plan for additional information. LL ON6 Retain And Protect Existing 12' Gravity Irrigation Main And } W DWG.DATE 07/21/15 Structures. J > PROJ. NO. 150427 O Ix 0 aSHEET 9 OF 11 0- m Q LLI IX 0 ~ PIRR-1 ILLO Z 0 SHEETS/150427--PIR.DWG x is 55 E13 � P6 Av� 66 LF C8 N 0 m >I— a OQ C a 4) ..O_. LL }r Q'" > a- Qom' 16 '. �y SEE SHEET PIRR-1 �' %�` / � � � / �� ` a) - o N \ / v A" o Z 1 7 a/ A t1 - � a ; r •.� I E U 18 � � U 1 . K 9 a C • �� BLOC l` � � _ 10 LF - � o— m _ C 7 = m ` � � ar TB /'� \ BLOCK 1 a .o < a T5 TB TB 19 3 � a l"' i - N . I it - P Sl 51 � S13n� � �'- c E F V4 � `. V1 S1 \ o, V W - _ 140 LF V1 m `omac ?1 -84 LF V1 20 , _ �, , S oL0 M - \ S1 TI3 J_ --- - 4 I � k ---- Rt �� - o • — v o � C4 16 LF �/ 87 � E9 ,, //, ;` / N � � .� .t r \I p CL 16 -_ / 24 _ \� s1 LF C4 S1 e • R . 21 Sl -----C4 1 LF/ \ - \S1 88 \ , \ 0 o \ <' 15 4-F Vl N2 \ .� \\ W� �"�,of 1 V4 E9 �.\ \ 3 u\ \\ �\ \ o a i -S o 14 V4 22 V ,v / \ \ F - TB o o i 16 LF C4 ' \� 23 \ CL d O O 4J 13 88 S1 �. \ /�, 0- Q s Sl 0 -F O T O 23 n Sl \ c a o 0 '\. 1 `� S F A ..'>\ _/ r, E9 TB 54 St C4 16 LF .� / \0. `. ` o \ �v� \�� A �% ,p '' V \ 12 V1 E9 / \ �\ o y•c z ao ` E13 TB \� .� 61F V1 Eg T7 • S1 13 LF 22 . a a TB _ \ . P4 T5 v� o: o� ! 16 If C4 / N1 t i o _\e 41. /ll o y vobi J G 17_ S 25 LF C8 J-79 .. a 10 E12 N7 '� \ //� \\ \ SZpNAL 51 ,'` E12 N1 S1 \\12 LF `� -�„ ., / BLOCK 9 , \ A v v N3 B BLOCK 5 TB E15 50 E13 9 T -' h -- �\ OF �G TB TB .. 08 0 , E14 S1 S1 E13 z g 1 TB 48TB U► 62 LF' N' E13 7 I 5 W C, W E15 VF 5r LFTB E13 75 5 o ' Z ALF'N/ 4 �z�o ______ \ ° BLOCK 9 W o y -r-` 47 �¢C w a t 52 S1 % ��, t I o z z ." '�� ice• _ - _ (� CD y 4 \ S1 r " ' v d v • `, LLJ 00graftD It6 00 \ - / PGC," / / / \ /�T•9 \ Ei� `` `� _____ - , , ✓ ''� - tr 0 — - co N i - -,—",`---- ,. ° 1 \ / e T _7A LLI \ ---- — - --- / o / i �. t ` _ 113 45 0 �. v�� S1 ffiftft oprn 40 20 0 40 80 120 ` ` S1 �� Q• a- / W 44 �� • 39 z N SCALE IN FEET \ / ISj �� ,, N o s 43 o ZIP,a. TB 42 E13 \ TB 41 S1 TB , _ E13 40 72 S1 E13 S1 ' Z BLOCK 5 139 LF �: 0 \ �\ Sl TB 0 \06 Z g4 L PRESSURE IRRIGATION KEYNOTE LIST PRESSURE IRRIGATION KEYNOTE LIST \� \ i F E13 S1 1 W 7 0 ITEM DESCRIPTION ITEM DESCRIPTION TB z P6 z P4 Pressure Irr. Main, 4 , PVC, CL -200 ARVAir Release Valve `' -: E13 4 Pressure Irr. Main, 4, PVC, AWWA C-900 d Pressure Irrigation Mainline Drain in _ _ _ --- ------T 651E N1 _ F-- \ P6 Pressure Irr. Main, 6', PVC, CL -200 G4 Plug or Cap, 4" C4 Pressure Irr. Sleeve, 4' PVC, AWWA C-900 G6 Plug or Cap, 6" __~� ~~ W �- N 3 C8 Pressure Irr. Sleeve, 8' PVC, AWWA C-900 Sl Irrigation Service, 3/4' V1 Valve, 3/4' Gate S2 Irrigation Service, 1" V4 Valve, a Gate TB P.C.C. Thrust Block (As Required Even If Not Shown). V6 Valve, 6' Gate After Agency Has Closed Existing Valves 'A", "B" And "C", T5 Tee, 4'x 4-x e N1 The Contractor Shall Remove The Existing Plug/Cap And T7 Tee, 6"x 6"x 4" Thrust Block To Complete The Interconnection As Shown. E9 „ Elbow, 4", 11 1 / 4 N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. E10 Elbow, 4", 22 1/2' N3 Contractor Shall Install Pressure Irrigation Valve 12 -feet Ell Elbow, 4", 45' Perpendicular From The Street Right Of Way. E12 Elbow, e, 90' Install Pressure Irrigation Service as needed into lot to avoid N4 conflict with rear lot grading (ie, retaining walls, cut slopes, E13 Elbow, 6", 11 1/4! etc.). See Grading Plan for additional information. E14 Elbow, 6", 22 1/2' Retain And Protect Existing 12" Gravity Irrigation Main And odir— rr U INSTALLATION NOTE — — ��``�s � � _ Cl)�� rr- CONTRACTOR SHALL RETAIN AND REVIEW A COPY OF THE SUBDIVISION GRADING CL PLANPRIOR TO INSTALLATION OF PRESSURE IRRIGATION SYSTEM TO ASSURE Z ADEQUATE COVER. IT IS RECOMMENDED THAT ALL PRESSURE IRRIGATION BE PRESSURE IRRIGATION LEGEND Ln 0 INSTALLED AFTER LOT AND FUTURE LOT GRADING HAS BEEN COMPLETED, WHERE �- U APPLICABLE. — — 4 P1RR— — EXISTING PRESSURE IRRIGATION LINE N 0 SCALE 1 "=40' _ 200 LF CONSTRUCT PRESSURE o 0 IRRIGATION LINE &SERVICES � � DWG.DATE 07/21/15 EXISTING UTILITY NOTE: �- Lu I► CONCRETE THRUST BLOCKZ > PROJ. NO. 150427 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN +ID VALVE APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT ----=_-_-- SLEEVE p a SHEET 10 OF 11 E15 Elbow, 6', 45' N6 Structures. �� LOCATION OF AlL EXISTINGTILITI UES BEFORE COMMENCING WORK. THE p., CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES C4 - 00 Q W E16 Elbow, 6', 90' N7 See Detail "A" On This Sheet For Additional Data DETAIL A CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 40 LF W �- E.... PIRR-2 N.T.S. UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. Q RETAINING WALL LL Z 01 SHEETS/150427-PIR.DWG OA 2.5' ASPHALTIC PAVEMENT 3' ROLLED CURB AND GUTTER — SEE ACHD �1 SUPPLEMENT TO ISPWC SD -702 5' CONCRETE SIDEWALK — SEE ACHD SUPPLEMENT TO ISPWC SD -709 4' OF 3/4" MINUS CRUSHED GRAVEL 0 14' PIT RUN GRAVEL COMPACTED STABLE SUBGRADE STREET SECTION - 50' RIGHT-OF-WAY T ROLLED CURB - DETACHED SIDEWALK S. GRAYLING WAY W. BEAR TRACK DR. W. ASPEN COVE DR. S. SPOONBILL AVE 5' SIDEWALK 1' 5" CONCRETE 1 LANDING 1.57. MAX. LANDING SLOPE I L> 4" OF 3/4" MINUS CRUSHED GRAVEL V WIDE SIDEWALKS PER ACRD SUPPLEMENT TO I.S.P.W.C. SD -709 52 CC WELL SECTION SECTION CONCRETE COLLAR NOTES: �A WELLS ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE FACILITIES. ® LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER. MONITORING WELL DETAIL PER ACHD NOTE: 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18'0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). SEEPAGE BED DATA TABLE MONITORING WELL INSTALL UD TO GRADE FILTER FABRIC — THREE ER ACHD REQUIRSIDES EMENTS ENTS(SECTION 8200 PG. 32) FINISHED GRADE FINE AGGREGATE WILL MEET THE ` ° ► .. I .. GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR FILTER SAND — SEE TABLE 1 OF THE ISPWC. o BED# 'A' 'B' 'C' 'D' 'E' 'F' 'G' 'H° LEGEND Design In Rote 3A 9.5' 20' 100' 5' 10' 2622.5 2613.0 SH GRADE 2610.0 8'/HR. 3B 9' 24' 85' 6' 12' 2632.0 O WELL COVER, 8' DIAM. WATERTIGHT GALVANIZED STEEL COVER AND CANISTER. 2621.5 WELL COVER IN SIDEWALK OA 2.5' ASPHALTIC PAVEMENT 3' ROLLED CURB AND GUTTER — SEE ACHD �1 SUPPLEMENT TO ISPWC SD -702 5' CONCRETE SIDEWALK — SEE ACHD SUPPLEMENT TO ISPWC SD -709 4' OF 3/4" MINUS CRUSHED GRAVEL 0 14' PIT RUN GRAVEL COMPACTED STABLE SUBGRADE STREET SECTION - 50' RIGHT-OF-WAY T ROLLED CURB - DETACHED SIDEWALK S. GRAYLING WAY W. BEAR TRACK DR. W. ASPEN COVE DR. S. SPOONBILL AVE 5' SIDEWALK 1' 5" CONCRETE 1 LANDING 1.57. MAX. LANDING SLOPE I L> 4" OF 3/4" MINUS CRUSHED GRAVEL V WIDE SIDEWALKS PER ACRD SUPPLEMENT TO I.S.P.W.C. SD -709 52 CC WELL SECTION SECTION CONCRETE COLLAR NOTES: �A WELLS ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE FACILITIES. ® LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER. MONITORING WELL DETAIL PER ACHD NOTE: 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18'0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). SEEPAGE BED DATA TABLE MONITORING WELL INSTALL UD TO GRADE FILTER FABRIC — THREE ER ACHD REQUIRSIDES EMENTS ENTS(SECTION 8200 PG. 32) FINISHED GRADE FINE AGGREGATE WILL MEET THE ` ° ► .. I .. GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR FILTER SAND — SEE TABLE 1 OF THE ISPWC. o BED# 'A' 'B' 'C' 'D' 'E' 'F' 'G' 'H° LEGEND Design In Rote 3A 9.5' 20' 100' 5' 10' 2622.5 2613.0 2611.5 2610.0 8'/HR. 3B 9' 24' 85' 6' 12' 2632.0 O WELL COVER, 8' DIAM. WATERTIGHT GALVANIZED STEEL COVER AND CANISTER. 2621.5 2610.0 8'/HR. c /R 20 E O •v 2- m i t - PVC CAP, GASKETED (WATERTIGHT). c '20- c� N d p C, v U L p p 0.- :-p ° =p .'>.D a- 0 •D . P O3 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703). 50' ROW 0 8. 0 4 °`e :''� -" o -' O 3/4' MINUS CRUSHED AGGREGATE FOR BASE (ISPWC SECTION 802) OR MATERIAL REQUIRED W O 'c c a� a Q �A� CO 0 z FOR STORM DRAINAGE FACILITY (I.E. 1.5' TO 2' DRAW ROCK, FILTER SAND). 25' 25 LLI ��//�� Vi V p O' N F� PLAN VIEW PVC PIPE, 4' DIAMETER ASTM D-3034 SDR 35 FOR DRILLED WELLS PVC PIPE, 6' DIAMETER -09 2 LU IZ E >_ d cp CONCRETE COLLAR NON -TRAFFIC AREAS O 5 ASTM D-3034 SDR 35 FOR WELLS DUG & BACKFILLED (INSIDE SEEPAGE BEDS FOR EXAMPLE). 5' 8' 18' 18' 8' 5' V1 0+ c a' N p lbT W V O .'C.. d W in , . © 2 - STAINLESS STEEL HOSE CLAMPS AT 3' SPACING. SECURE GEOTE)MI F IN PLACE. 07 FILTER SAND (ISPWC SECTION 801) 11' 1' UWDING LANDING 2' 16' 16' 2' 1' LANDING I 1' LANDING Nowg N W 7 '''D o' '"D Q .'. e ® PERFORATED PVC PIPE, ASTM D-3035 SDR 35 WITH 6 - 3/8' DIA. HOLES AT 3' ON CENTER. 0.5' C ,�_ V N N V v� a c 3e ro DRAINAGE GEOTEXTILE, TYPE 1 (ISPWC SECTION 2060). 1.5% B A A B C 1 a59a 1� rna= pcy OU � PVC CAP, SOLVENT WELDED OR GASKETED (WATERTIGHT). -- 2.0% t -• \ \ v .„ .:: 2.090 ` ` r ` C / LL O�-, � (2) #4 REBAR HOOPS WITH �4 VERTICALS. � p r C c g v c0 -a PLAN VIEW N0. 12 AWG. GALVANIZED FINDER WIRE. Q O d O H o Oo-2 U C V N O CONCRETE COLLAR -TRAFFIC AREAS D V` U d -o 13 THREE 6' DIAMETER COILS. OA 2.5' ASPHALTIC PAVEMENT 3' ROLLED CURB AND GUTTER — SEE ACHD �1 SUPPLEMENT TO ISPWC SD -702 5' CONCRETE SIDEWALK — SEE ACHD SUPPLEMENT TO ISPWC SD -709 4' OF 3/4" MINUS CRUSHED GRAVEL 0 14' PIT RUN GRAVEL COMPACTED STABLE SUBGRADE STREET SECTION - 50' RIGHT-OF-WAY T ROLLED CURB - DETACHED SIDEWALK S. GRAYLING WAY W. BEAR TRACK DR. W. ASPEN COVE DR. S. SPOONBILL AVE 5' SIDEWALK 1' 5" CONCRETE 1 LANDING 1.57. MAX. LANDING SLOPE I L> 4" OF 3/4" MINUS CRUSHED GRAVEL V WIDE SIDEWALKS PER ACRD SUPPLEMENT TO I.S.P.W.C. SD -709 52 CC WELL SECTION SECTION CONCRETE COLLAR NOTES: �A WELLS ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE FACILITIES. ® LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER. MONITORING WELL DETAIL PER ACHD NOTE: 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18'0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). SEEPAGE BED DATA TABLE MONITORING WELL INSTALL UD TO GRADE FILTER FABRIC — THREE ER ACHD REQUIRSIDES EMENTS ENTS(SECTION 8200 PG. 32) FINISHED GRADE FINE AGGREGATE WILL MEET THE ` ° ► .. I .. GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR FILTER SAND — SEE TABLE 1 OF THE ISPWC. o BED# 'A' 'B' 'C' 'D' 'E' 'F' 'G' 'H° Groundwater Elev. Below Design In Rote 3A 9.5' 20' 100' 5' 10' 2622.5 2613.0 2611.5 2610.0 8'/HR. 3B 9' 24' 85' 6' 12' 2632.0 2623.0 2621.5 2610.0 8'/HR. SEEPAGE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. SEE PLAN SHEETS FOR LOCATIONS 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INFILTRATION FACILITY. 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 4. ACHD INSPECTOR (CALL 938-0980) SHALL BE ON—SITE DURING SEEPAGE BED INSTALLATION. 5. SEEPAGE BEDS SHALL BE CONSTRUCTED PER ACHD BMP -04. 6. ACHD ROUND MARKERS SHALL BE INSTALLED AT EACH CORNER OF THE BED. HIGH GROUNDWATER ELEVATION IS GIVEN IN TABLE BELOW SECTION VIEW MONITORING WELL, N.' SEE PLAN VIEW & DETAIL, THIS SHEET -7\' 12' 20' MIN. FROM OUTSIDE t—I �D„ ISI In ISI Io1 La_ MONITORING WELL, 2' a SEE PLAN VIEW &---,, ! N I DETAIL, THIS SHEET (— I ! ! I u or rl W m ii W N PLAN VIE SEE PLAN FOR BED LOCATIONS m) Ago ll 1014111! 11 .i3.. TE: SOILS AND GROUNDWATER INFORMATION PROVIDED BY ASSOCIATED EARTH SCIENCES, INC., REPORTS DATED, NOVEMBER 26, 2004, SEPTEMBER 30, 2005, JULY 08, 2006 AND OCTOBER 14, 2006. t MAX. ELEVATION v OF ROCK ='F' ELEVATION OF SAND MINIMUM ELEVATION OF SAND ='H' EXTEND PIT RUN OR SAND FROM BOTTOM OF BED A MINIMUM OF 2' INTO FREE DRAINING MATERIAL, WITH A PERCOLATION RATE OF 8' HR, (IF BOTTOM OF ROCK IS NOT INTO FREE DRAINING MATERIAL). BEGIN PERFORATED PIPE END PERFORATED PIPE INSTALL END CAP 0 U 0) z O N oU_ t L7 LU J > z O W ® a. Q' CO Q Lit O O Q Li Z 0 va,vo Aq,jrit�9��w l OF G M S�4p5 r r w ozV� L acro E 2 00 a>�� C N p 0 � 'F � w � � w Z > L a Q /1 V� y r� 10 V c -p T •- G° N C) 'p0 j w +^+ y CL 0 0 c /R 20 E O •v 2- m i t - W O 0 c '20- c� N d p C, v U L p p 0.- :-p 0 8. C Q Q W O 'c c a� a Q �A� CO 0 z c LLI ��//�� Vi V p O' N F� E :� 'o z O 2 LU IZ E >_ d cp 1L V1 0+ c a' N p lbT W V O .'C.. d W in C 9 O '`n i U . 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