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CC - Sagewood Office Approved PlansN X it PLAT SHOWING 8%A,.%CVx-j WOOD G0]ffM_m8jR0N8 NUBDIVISION GQ 14 13 23 24 V 1327.90' �I W' oI I Gi) A RESUBDIVISION OF LOT LOCATED IN THE NW Y4 MERIDIAN, Q�� 4�'G�¢ NW CORNER sivNE 1/4 NW 1/4 60 0 60 120 180 Scale: 1" = 60' 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET, EXCEPT FOR THOSE LOTS FRONTING S. WOODSAGE AVENUE, WHERE THIS EASEMENT SHALL BE OVER THE 17.50 FEET ADJACENT TO S. WOODSAGE AVENUE. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO THE SUBDIVISION BOUNDARY. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. 4. THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM, IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA & MERIDIAN IRRIGATION DISTRICT. 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT -TO -FARM ACT, WHICH STATES: 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRI- CULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPER- ATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 9. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 2016-087361, RECORDS OF ADA COUNTY, IDAHO. 10. DIRECT LOT OR PARCEL ACCESS TO W. OVERLAND ROAD IS PROHIBITED. LOTS 2 AND 3, BLOCK i SHALL TAKE ACCESS TO S. WOODSAGE AVENUE FROM THE ACCESS EASEMENT DELINEATED HEREON. 11. SEE RECORD OF SURVEY NOS. 8678, 1515, 6031, 6797, 9061, 8220, 6726 AND 9498, RECORDS OF ADA COUNTY, IDAHO; AND THE PLAT OF SAGEWOOD SUBDIVISION, FILED FOR RECORD IN BOOK 110 OF PLATS AT PAGES 15846 THROUGH 15488, RECORDS OF ADA COUNTY, IDAHO, FOR ADDITIONAL DATA OF RECORD. 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. 114034783, RECORDS OF ADA COUNTY, IDAHO. 13. LANDSCAPE BUFFER EASEMENTS SHOWN HEREON ARE IN FAVOR OF THE SAGEWOOD COMMONS SUBDIVISION LOT OWNERS ASSOCIATION, INC., AND SHALL BE MAINTAINED AS SET FORTH IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR SAGEWOOD COMMONS SUBDIVISION. 14. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 1, BLOCK 2, SAGEWOOD OF SECTION 24, T.3N., ADA COUNTY, IDAHO 2018 SUBDIVISION RAW., B.M. BASIS OF BEARING N 89'07'22" W 2655.69' 319.93' s v .�1hco 00 It 00 z Lo 5;_ 00 25 L0 M .- p W 0 O C- W O V � Q Y V)O m W. OVERLAND ROAD 330.04' 3 15' PUBLIC UTILITIES, IRRIGATION O Sao AND LOT DRAINAGE EASEMENT o PER PLAT OF SAGEWOOD SUED. to g S 89'07'22" E 280.41' N lk\Och 97.10 — — 183.31' — — --------- 6�0' Q MAN c I o N R GO O 2 r !rte — ' –j– 677.82' --- -� BEQNNING 25'LANDSCAPE BUFFER EASEMENT i PER PLAT OF SAGEWOOD SUBDIVISION —I I I 10' LANDSCAPE BUFFER EASEMENT 2 �� 1 PER PLAT OF SAGEW00D SUBD. w . ^�`-10' PUBLIC U77LI77ES, IRRIGAAON ' I 25306 sf o, AND LOT DRAINAGE EASEMENT { I 15887 sf CP M I M' PER PLAT OF SAGEWOOD SURD. I� I I I EXIS77NG CITY OF MERIDIAN I SEWER & WATER EASEMENT z X4.77 EXIS77NG CROSS ACCESS EASEMENT I po I INSTRUMENT N0. 2016-028668 INSTRUMENT NO. 1 d' 89 . N60'" 5 f — p n 7z 05'184.05' I I 13 4 EXISTING CITY OF MERIDIAN — � I i OD -1 �+ I I y 17.5' PUBLIC U17LlTlES, lRR7GA170N � INSTRUMENT N0.SEWER & WATER EASEMENT N I AND LOT DRAINAGE EASEMENT 20 25' 28.14' PER PLAT OF SAGEWOOD SUBD. w 3 I I O I 'b - o 16325 sf p ` 25721 sf M L - M'P I o " Z BLOCK � I � I I 'f 20' LANDSCAPE BUFFER EASEMENT I — — — — — — — — PER PLAT OF SAGEWOOD SUBDIVISION I --------------I 117.05'— — — — — — — — — —184.81'-------- -� —— �. — �_ N 89'00'00" W 301.86' 5' PUBLIC U17L117ES, IRR/GATON AND LOT DRAINAGE EASEMENT PER PLAT OF SAGEWOOD SUBD. SAGEWOOD SUBDIVISION BOOK 110, PAGE 15846-15848 W. FLOWER I GARDEN ST. Lj m >0 .11,b,5y"6 13 1/4 24� ®1 LEGEND -- – SUBDIVISION BOUNDARY SECTION LINE NN1. LAN s – CENTERLINE �G S >: G LOT LINE o Q` - - - - - - - - - - - - PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT CL 11118 �o - • – • – • – • – • - EXISTING CITY OF MERIDIAN SEWER AND WATER EASEMENT N9'r�/� gP� _ – – – – – – – OTHER EASEMENT UNE AS NOTED �i TF1 O F \� 5� © FOUND BRASS CAP tiTpN W • SET 5/8"x24" REBAR w/PLASTIC CAP SET 1/2"x24" REBAR w/PLASTIC CAP O FOUND 5/8" REBAR, PLS 11118 o CALCULATED POINT, NOT SET RUSS HUNEMILLER & DIRK MARCUM 11 LOT NUMBER DEVELOPERS MERIDIAN, ID SHEET 1 OF 3 \160805-PLT.DWG 10/19/17 BKB ABS 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 Wolk CB Catch Basin cf Cubic Foot CL Centerline CO Clean -Out (Sewer) CONC 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 oddendums), the requirements of the Ada County Highway District (ACRD) 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 stamped "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 oil 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. 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. Locateurf storm water ace st water disposal facilities (including infiltration beds and drywelis) 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 keep Contractors all i h p on site all times the approved construction plans an 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 (ght-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 right-of-way shall conform to the current Edition of the I.S.P.W.C. and the latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements.. 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Works will inspect storm drainage improvements serving private roads, parking lots and other paving improvements outside the public right-of-way. 7. Place all water valves, blow -offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or sidewalk improvements. 8. The street Contractor shalt 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 lane. 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 0 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 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 (IDEA). 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. STREET PLAN LEGEND Super Vertical Curb and Gutter Vertical Curb, and Gutter Extruded Curb 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 SEWER 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 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 swoles). 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 all ring elevations match final street grades. Manholes may have 12 inches maximum of grade rings. 1 collars here concrete c II r d vin ll 8 W o a are used, 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 Meridion 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 Meridion 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. Concrete Sidewalk per ACRD Supplemental to ISPWC SD -709 Valley Gutter, per ACHD Supplemental to ISPWC SD -708 ® Storm Drain System with Sand and Grease Trap and Seepage Bed. - - Boundary Line - - Right -Of -Way Line - - - - - - - Easement Line Lot Line -�- Direction of Surface Flow SEWER LEGEND 8*S'"'-- Sewer Line ----0---8"S-+ Sewer Manhole S.L. Service Length S.I. Service Invert - -'0- -8'S--- - Exist. Sewer Line and Manhole VICINITY MAP N.T.S. LOCATED IN SECTION 24, T. 3N., R.1 W., S.M. MERIDIAN, ADA COUNTY, IDAHO WATER LRGEND z0 a r 8'yy Construct Water Line W. OVERLAND RD. i i CENTURY LINK TELEPHONE H 1 OF fi T-1 Install Single 2'° Water Service 2 OF 6 SITE �-- Install Fre Hydrant 3 OF 6 GRD �- Install Conc. Thrust Block 4 OF 6 UTiL Existing Water Line 5 OF 6 %J INTERMOUNTAIN GAS COMPANY 6OF6 DT -t Joseph Anderson N O 2 rCD cn r\ 555 S. Cole Road 2101 E. Karcher Road 0 ` Boise, Idaho 83709 Caldwell, Idaho 83687 M Telephone: (208) 377-6863 Telephone: (208) 573-5992 W W ao o m > o �z�I a� H a I �F_ Q 0 iI a r 1_, J I NI A I TTA� I t oil 1 3 - n Cd � [777r I El Il I I II l r. t r�Z ty . I � I WATER LRGEND z0 a 8'yy Construct Water Line ~� w IDAHO POWER COMPANY CENTURY LINK TELEPHONE H 1 OF fi T-1 Install Single 2'° Water Service 2 OF 6 SITE �-- Install Fre Hydrant 3 OF 6 GRD �- Install Conc. Thrust Block 4 OF 6 UTiL Existing Water Line 5 OF 6 SD INTERMOUNTAIN GAS COMPANY 6OF6 DT -t SITE PLAN 1" = 60' SHEET INDEX = TITLE SHEET = CIVIL SITE = GRADING PLAN = UTILITY PLAN = STORM DRAIN AND DRAINAGE PLAN = PARKING LOT AND STORM DRAIN DETAILS ARCHITECT neUdesign Architecture, LLC Jim Escobar/Pam Gaines 725 E. 2nd St. Meridian, Idaho 83642 Telephone: (208) 884-2824 DEVELOPER Russell Hunemiller Dirk Marcum 1735 S. Millenium Way Meridian, Idaho 83642 Telephone: (208) 866-0286 PUBLIC UTILITY CONTACTS z0 a m ~� w IDAHO POWER COMPANY CENTURY LINK TELEPHONE H Vic Steelman Cindi Davis U 10790 W. Franklin Road 3110 Commercial Way �J 0 Boise, Idaho 83709 Caldwell, Idaho 83605 C)¢ Wz Telephone: (208) 388-6320 Telephone: (208) 454-4039 w o� Cell: (208) 859-0181 Z 0 INTERMOUNTAIN GAS COMPANY CABLE ONE Mishelle Singleton Joseph Anderson N O 2 rCD cn r\ 555 S. Cole Road 2101 E. Karcher Road 0 ` Boise, Idaho 83709 Caldwell, Idaho 83687 M Telephone: (208) 377-6863 Telephone: (208) 573-5992 W W ao o m > o �z�I a� H a �F_ Q 0 & 8 .� m CJ 88 w € e (� o$ 3"' oar c l • W Z o c . - a v '' N� 00 LL W _o >� �o�ago 0 (-- 3 0 osg L c o 1.1..Z v_ v u 0 M a. 0 V C y N dU 'Q. 5.0 - d p U 2 3 o Q O¢ o 0 3 N o V N c C U z E 0 '' 6 t z v c y Al =- a� e _o 8; c .... -p 'U 3 w o s � o a 5. �N� C) s o C Cp C -- N •y O v- o .c aas O O C y 4 E 2 �pNAL LM `Ax ►0l13 � � .l' OF G .S CL. o ca - 0 Z y � M co :Dd-rn p V)M 00 co C) w W x d ir O U V)Qo D O - o QZ00 Q O C) rn Mt�W °O z�� 11110 0 o r W a m ~� w Co �¢ _n O �z A �J 0 m U N C)¢ Wz 07 n W w o� w 8 U gc� aNOZ 0 0 N O 2 rCD cn r\ o N z M C) O \r7 �z�aw X 0 0 z m 3 W ao o m �z�I H a CL. o ca - 0 Z y � M co :Dd-rn p V)M 00 co C) w W x d ir O U V)Qo D O - o QZ00 Q O C) rn Mt�W °O z�� 11110 0 o r W W� m ~� w Co �¢ _n O �z A No 0 O C)¢ Wz 07 n W w o� w 8 U OJ LL C0 LU J SCALE NTS DWG.DATE 5/05/17 PROJ. NO. 160805 SHEET 1 OF 6 T- 1 60805-T1.DWG r i r i I I W. OVERLAND ROAD ' I S�DE�UALK —POWER ----i --------------- -T—T-. N. — — _" -- +---�'-- - - ----- - _.. _ _ _ _ - _ _. _ _ - ROP c i/// c a - - _ ---- ---- ------ 2RR - - r I - --------------1 /-- ------.------------ — o � = r -----------___ I - -- —_ L-� ''� F o I OO III i � 1 IRR oc v `o E vo II I BOX R o v o 2 RIM-2620.1' IIII IIII 1 I I! , 7 o �'{Wv o – �+ O NV S=2624. !NV W=2624.29 � If `n -i- - - o��0`rn �v12oomcy> w��om.oT. 4voooc-. IRR BOX RIM=2626. o NV N=2623 12 — — ----- r�-1���n IIT— — — — — 4"PIRR- — — --- - -------------- 'INV S=262 ZoU ----------- - 4"PIRR 0-0 IfO 20 10 O 20 40 6017 I N0vv II II R 2y N C N N N T E v U I 2 j h I II SCALE IN FEETIt o ._ a-�,w g c c E o� c �I fl! U it kl d 4 a- �- II II Q j �I I� j _._ 16 I [ `'o_��� 41 II � � I of III [ I, I 13 15 2' a' I �' �NEao II Ii �I III I; ii II5 6 Vi III It 6 !I I! I III p I 10CD II II I III t I 17 �'� 5 a�°- 2 lol Z II II I ill j �' l 18 � 10 ice[ II II I III it ► 7' 17' 25' 17' 7' 7 17 } , u 25' 17' 1 STREET NOTES: .t 5 I! II t 5 11 _ -Al11 If II I I -1 I 1 5 rn ii 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD 1 I I F - - - - - ti =_ = _ _ _ -� DRAWINGS, SD -301 AND SD -303. CONSTRUCT ALL PAVEMENT MATCHES TO MATCH THE v JJ I I� I -i- 64 d'�., �n I I �`� I- - - - SEE SHEET DT -1 I t1 EXISTING STREET PAVEMENT SECTION, -- I �' I ; I 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. 2 9' S' $ I [ Ir==-----� COORDINATE ALL WORK WITH UTIUUTY COMPANIES INCLUDING BUT NOT LIMITED TO I i I t 4 2�, 5 i n IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK 9 TYP. g I 9 4 9' + 2 i ij TELEPHONE. S1QNAL �1y 3, THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY �- + I + �P' TYP. 1 ii INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT o��5 ��1STE��G'1�� - - ` - - - 9 9 -` - - - - - - _ , I, LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR � - - - - - -- f I'T - _ - - - -� o S' I [x �� ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO 63 I I' t I ii EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR I' I� 10 I [ , I, SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. �� a� �O�I3 w I 11 b I t 7 O° I I I ; ;; 4. ALL PEDESTRIAN FACILITIES SHALL COMPLY WITH ADA STANDARDS. THE CROSS SLOPE 'fit ��' OF Z G� - - I I N I � 1 6 I i ii OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 27. SLOPE. SIDEWALK - - --- - -I- 6 N I I i u CROSS SLOPE SHALL NOT EXCEED 2.0%. II ti� 1 + ' it ouzo ��� ►� I t 9 9 p ;� 9 9' I aft[ 4 5 1 g5, 4 TYP. TYP. -- -- - - + it Z w 2' i SITE KEYNOTE LIST s z o 0 II fl I I N li I- - - - - I [ ;, ITEM DESCRIPTION cn „ o W 1 5 I [ IF II » o \\ r� d t I I 11 O z z LJ 1 CONSTRUCT 6 CONCRETE VERTICAL CURB AND GUTTER, PER ACHD SUPPLEMENT TO ISPWC SD -701. u, - II II I 18 10.5 n 0 \ s 1 I T >\ O o o z m w 3 I If w� II II I III d ii 1 2 CONSTRUCT SUPER VERTICAL CURB AND GUTTER, SEE DETAIL SHEET DT -1. = w Z ~ oza 111 li I 4X ------ ;--.X CONSTRUCT PEDESTRIAN RAMPS WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE II it I III I r 4 r f RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND a II li I Ill It I 7 17' i 2 ' S i I O SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC ANSI ca� 0 0 II II [ I 17 7 i o f II II I III if 1 i ; 10 N I Flo A-117.1 REQUIREMENTS. it II I III I t 13 r ' ° MW#1 4 i `3' I O CONSTRUCT MONOLITHIC CURB (THICKENED EDGE SIDEWALK), SEE DETAIL SHEET DT -1. F o �I II III t 13 X i X �\ : M (► II III I 2 10 i MW rn °- I I �5 CONSTRUCT SIDEWALK, 4" THICK, SEE DETAIL SHEET DT -1. W �► co x I 11 II I III I 10.5 y 6 i o # ri I CONSTRUCT 2' WIDE VALLEY GUTTER, SEE DETAIL SHEET DT -1. o [ �LJ� i ------ Q Z rn II II I III 14.5' 16 1 I I� �, -)) co 7, I T it ------- Q o ro 17' 25' - I I� CONSTRUCT CURB TRANSITION -VERTICAL CURB TO SUPER VERTICAL CURB, SEE DETAIL SHEET DT -1. �` o o 00 a w a' II II I III 2 h �i 2 17 6 17 I i 1i �8 CONSTRUCT EXTRUDED CURB, SEE DETAIL SHEET DT -1. z 00 III ' ' I I o 18 1 III d I I � � � [ X � i O9 CONSTRUCT MONOLITHIC CURB (MATCH PAVEMENT), SEE DETAIL SHEET DT -1. a 2o CONSTRUCT PARKING LOT SECTION A, (PAVEMENT), SEE DETAIL SHEET DT -1. 13.5' 26 XI; SAW CUT EXISTING PAVEMENT, A MINIMUM OF 2 -FEET, TO MAKE A STRAIGHT EDGE. REMOVE ASPHALT, ----------__�_1lL_ _ i `I I, 11 CURB AND GUTTERS BACK TO END OF PEDESTRIAN RAMP AS SHOWN. SEE STREET NOTE 1, THIS SHEET. --------- _ t -t----- " 4PIRR-------- - - - - - - - - - - - - - - - - - --------------- 1_... - - 4"PIRR - - - - - - - - ---------- I -+ �- _ - --- .. .. • - - - _ - - -I - - - x ; ;� 12 CONSTRUCT STAMPED CONCRETE SECTION, OWNER TO DETERMINE DESIGN AND COLOR, SEE DETAIL DT -1. x 13 SEE ARCHITECTS PLANS FOR ADDITIONAL DATA. CONSTRUCT TRASH ENCLOSURE PER AWED WASTE DETAIL I d i o -i ABANDON EXISTING WELL IN ACCORDANCE WITH IDAHO DEPT. OF WATER RESOURCES REQUIREMENTS WITH w o I i I �--_� 15 VERIFICATION OF DISCONNECT BY MERIDIAN CITY. REMOVE AND DISPOSE OF ALL UNDERGROUND PIPING. o Z COMPACT ALL DISTURBED SOIL TO 95% STANDARD PROCTOR. z - I i [ x Il )) 0 Imo, TRASH ENCLOSURE CONCRETE SECTION, SEE DT -1. o W I 1 I 1 i I X I 17 APPROXIMATE LOCATION FOR GAS. SEE MECHANICAL PLAN FOR ADDITIONAL DATA. Q C4 ¢ F-- Io Z: o U) 1 i I 1 g APPROXIMATE LOCATION FOR POWER/PHONE. SEE MECHANICAL PLAN FOR ADDITIONAL DATA. 0 a < J t I x I No SUPER VERTICAL CURB AND GUTTER Z w U Z w VERTICAL CURB AND GUTTER 0 U � a EXTRUDED CURB J HANDICAP PARKING WITH SIGN, I- .� PAINT COLOR & SIGN PLACEMENT z PER LATEST ADA STANDARDS 0 0 SCALE 1 "=20' STAMPED CONCRETE Q �. DWG. DATE 6/05/17 ILL PROD. NO. 160505 W SHEET 2 OF 6 0.75' DEEP SWALE > } � W - - - - - - EASEMENT LINE 0- �- O SITE Q SHEETS/ 160805-SITE.dwg + + + + + r + i _ --_-_ W. OVERLAND ROAD o--_ - - -- - ----------------------- - - - - - - - - - - - - - - - -.---- SIffWALK P -OWER L ---I--------------- ----=--�- -- - -- - - ._ - - - ROP TI�..-----•:::. _.---------- -.. b. -.- - 12/RR --- - - - -- --- I ..................... _ -- -_ -- - _................................. ............................ -® --- --- -------- -------- L&-------- ... 2630 ................. .... : ..-........ II . ® II % II LOWER `-EXISTING PRESSURE IRRIGATION� IRR BOX -4, REGRADE•-AREA- AS-• NEEDED Zs3a....... J\---------15/�S IINIV 562624.70' \\441 l 1 ll-"lL I �I AND ADD DRAINS AS�-1JEEDED .. ....................... 11 it REPLACE ALL LANDSCAPING BACK REGRADE AREA AS NEEDED 2629'°. INV W=2624. L J� TEST LINE AFTER G.OMPLETI0�7...---...... 0.75' DEEP SWALE ....... II 8 i 11{ 2628.. �._ TO...ORIGINAL_QR..-BETTER _............. - ................. II II 24.20 FG -------_---- ... 2629---------..._.. ................................... ..............--.... - ............. REPLACE.. ALL' LANDSCAPING' BACK 24.60 FG .. IRRRIM=2626.7 626.7 i 24.20 FG TO ORiGiNAL..OR...BETTER...._.......... 2628 WY 26262 63' ' _ 24.60 FG....._.........._..........._......_i.......... s=26 ---,.-4=PIRR.................._.............._ ............._.... ..._..._.........__.. r ANY 2 s7• II II .....II! j I "' ..........................-262 ...-.4PIRR ------- 2sZ8 - 24.86 TC 7 ° .. . �.......... 26.60± CO ff 25.06 TC _ _• 25.00 --,.SVC i r= JI I! 262 I - - - - - 25.25 SW - - - - I II II - I {I I 24.95 FG 24.85 SW tit 25.5.0 SVC 0 4.3 A 1 I 24.75 AP 25.25 SW I +, I 24.95 SW i 25.35 FG ! Il (N I I 24.71 SVC 4.91 SVC 24.75 AP + p ------ - =.-1 - - ADD RETAINING WALL AS NEEDED r -_ __ (4 MAX) -- - _Zs2� ............. -24:f0 SV .... .......... ;� 25.02 SV PAD 25.95 FF 24.39 FL --______---�I== _ �.....= I 5679 SF �� > I.. .....�..... 26.5± TW......._.....25.48 SW ` III 24.49 UP 12 I......... O Q ! III a U 24.60 BW 25.35 SW I 25.55 FF PAD=25.35 26:.0 SVC + ii Lu I + 24.10 LIP 24.37 AP 25.60 UP + +' 25.45 SW 24.17 AP FF=25.95 I 25.55 FF 24.00 FL 25.95 FF 11 II 2626 ~" Co I I PAD 25.95 FF :. + + (I I! Co I III I; I 3924 SF IRRIGATION ........................2626 - ... I 111 I ............................ PAD -=24.95 '---.... ..... 2626... ........................ 25.89 SW I LOWER EkISTING P ESSURE Ii. 262x'-.. I( f if I 26.2± TW FF=25.55 25.89 SW AND ADD ;DRAINS A NEEDED TEST LIN + AFTER MPLETION !I II X5.0± TWI II I 24.60 BW 25.55 FF 25.35 SW I Gp 3.50 BW I : • j I' 48 W 25.35 SW I o 2625 I `II I 24.95 VC 24.85 SW I .....2626 - •- ' 1 � � , ++ r II ► •_ I I II 1 24.45 SW 25.89 SW LL 25 II Ii'TAPER WAL I :.......�..............1 I 35 VC .. I ' p AS NEEDEDI ! 24.95 .1' ...... . ...................... . .. I 1 .I , •...-...I .............. 24.95 FG g I III a 1124.88 SW + �..---.............. 25.25 SW 25.25 SW Il 262 II II 23.84 LIPe75 rL------- 1124.39± SW 1 24.75 AP 24.95 SW 25.35 VC 25.80 SVCcol I- - r - - ; - ►1 24.81 SW (D I 25:30 LIP if.: --_-__- 624 .......... 2.4- 05± SW I \\ 24.5fi VC\ 85SW24.85 SW25.25 �SW214.35 AP 24.35 AP 2525 SW.............._- 24 75 AP a 24.75 SW ti 24.75 AP 24 56 VC .�. 24.35 SW � _ f + - 25.15 SW 23.97 - _24.351 -.AP ..................2623 ..... _....L..._�,_.. - -. _ - - - - - - - - - - _ - - 25.25 LIP .. + R r----- 24.49 AP + n I I I 4.49 AP i It 23.54 VC I {+ 23L25 LIP 24.09 AP I 24.49 AP i I + ++ 3.291 LI 1 23.21 LIP I P �I1. I ' I i 23.55 SW 22.96 LIP ` . 23.80 LIP 24.10 LIP ! 24.05 UP 23.87 LIP , II - - _ _ 3.19 FL ............... 2622--..2..I03Et ��..... I . - F 8 - - - 23.55 AP 24.05 L PHP I I 24.36 SW 24.36 AP - I , I I II , � I- -- - -- ----_ - - -- .._ _ 23.77 FL `_ 1 It I I � + 23.00 TW -� /y I I = 24.05 SW I 23.82 FL I I Ii 1 ... , ( 11 I 2 .05 SW 22.90 LIP ` . j _ I , n 1+ 20.00 BW °� �,/// 1 23.55 P% 23.55 AP 22.80 GRAT 24,86 SW 2621 t.{� �i 24:11 I I' 24' 36 AP L�' 24:86 SW + u - F I I 24.36 AP 24.16 VC ------ - I 24.15 VC ' 1+ -- I -•-- � ,.... 24.96 VC ...� + ii 23.70 LIP I + it L 23.60 GRATE ' �+ IITAPER WAL� ... li �. -24:86--SW- f 24.86 I ++ IIAS NEE3bD ( II �.. I 24.15. VC 24.36 AP SW t 25.20 SVC I i �r `I� it li..... I �'"' ..�......• I I ' 23.65 SW 123.0 LIP 24.4 24.36 AP 24.70 LIP l `TTS �I ------ L..- 25.75. FF i 6 SW I 25.20 'SVC----- � I III I • 24.75 FF ...2620 -fl i III PAD 24.96 VC }.. 24.701 LIP II 61g �-- {- II 11 `: 14318 SF 4.69 SW i �23.60 TW 25.50 SW 25.56 FF i 1 IL -- 2 I I `�I i 119.60 B PAD=24.15 i 24.96 SW 23.951 EX AP FF=24.75 -- - l' I 24:65 SW 24.96 SW 24.80 SVC I Flo II I + . PAD 24.30 LIP1� 25.50 SW III.....'I I� U -A SW 24:15 SW i o MW#1 6227 SF 2618--I 111 23.43± EX AP �� ...I I 1 24.75 FF 25.50 SW PAD=24.96 i 2�2 % 1 TAPER WALL If : 24.05 SW 23:-19 FL 24.86 SW FF=25.56 i f ......._._.. AS NEEDEDI I. 23.6:0 TW 23.55 AP 24.36 AP 26�a � __` M 24.7 IP 25.20: SVC 25.20 IS # OIL II I Il - -. 23.47._AP i 1`9.60 BW rr `hIP I f II ----- .24 - t..11 2617 � .{..-.. �. _ -..- _-__- 23.29 UP 23 . - ..... I i.L J� r .67 AP 25.56 FF � 1 262...... 24.96 SW 24.8.6 SW I T I' a - 1 i II � ,�.� . _ 23.90 SVC 24.56 SVC 25.30 SVC '+ {I I III a ._.• ... -.. 23:40.. LIP 95 EL 2 ' 2 ................... 24.05 LIP 24 80 UP'C2 II 24.48 A 1. 16 262>...............1...... ... �� moo..- 24.13 VC .....24-33 S ............ 2623 ]� 56 FF 1 ,+ ....................... i 2616 .' I II 24.15 fG........_................................._24.28..TC........._.-.... .-.v-.-._ 24.48 TC _ '•----....-... -•2623. ` . ...... i _ r ............ ! III ..... .. _.... 2622 ....... Q 24.55 SVC` - .. a i' ...........2622 . ............... ...- - ..... _...24:05 FL................. ......_.......2621..... _. ..... II ...................... 25. 05 :SVC. ............ ++ I __._.._._......._........_................................................................. 2620......................._........... �� ++ I II t_ ............................ 26...................................... �.:.: + ADD RETAINING'WALLS AS NEEDEfl ..... .. - RETAINING WALL (4- ._.. 2619 20- ...•-25.0 .SVC __•_.__�.� W - . 24.96 FG ........... .......2x19......._. 24.96 FG........._........_................-.............24:��5 UP '-1.. i+ _ FAIJ _ _ Zs�6 -(4 MAX PER -WALE} - .._......_.....2 -- .._._.. -- 2618 .----4"PIRR. -..------------ �...-.-. __...---------_ _--._.-.w ..mm... -----------�---- - -- - L_... ............___. - -•2618- .............. ........----..... - 2 I ----------- -i ll - - -- - - - - - :..:.. 2616 ........ 2617 4 PIRR Ti It I I BUILDING FOUNDATION SHALL BUILDING FOUNDATION SH ADD RETAINING WALLS I AS NEEDED( i BE EXTENDED AS NEEDED ALL (4 MAX PER WALL) + BE EXTENDED AS NEEDED i r TO MATCH EXISTING GROUND TO MATCH EXISTING GROUND I I I I I � + U- 1 I w r=1=1 I o n n 1 1 � 11 it I I ' I 7 E 1 f GRADING NOTES 1. CONTRACTOR SHALL RETAIN AND PROTECT ALL UTILITIES. 2. CONTRACTOR SHALL ADD YARD DRAINS AS NEEDED IN LANDSCAPING AREAS (EVEN IF NOT SHOWN). 3. CONTRACTOR SHALL RESTORE ALL LANDSCAPING AND DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER. 4. ALL SIDEWALKS MUST MEET ADA AND ICC/ANSI A117.1-2003 REQUIREMENTS. 5. ALL PAVEMENT MUST HAVE A SLOPE OF AT LEAST 1.5%. 6. SEE ARCHITECTS PLAN FOR ADDITIONAL GRADING NOTES & DETAILS. 7. THE CONTRACTOR SHALL CONSTRUCT ALL NEW FACILITIES TO MEET OR EXCEED ADA, ICC/ANSI A117.1-2003 AND FEDERAL FAIR HOUSING ACCESSIBILITY GUIDELINES AND REGULATIONS WHERE APPUCABLE. 8. ADA, ICC/ANSI AND FEDERAL FAIR HOUSING ACCESSIBILITY GUIDELINES (FHA) DO NOT RECOGNIZE OR CONSIDER CONSTRUCTION TOLERANCES. THE CONTRACTOR SHALL CONSIDER ADA, ICC/ANSI, AND FHA STANDARDS AND SPECIFICATIONS AS ABSOLUTE LIMITS THAT SHALL NOT BE EXCEEDED UNDER ANY CIRCUMSTANCE. ADA, ICC/ANSI, AND FHA ARE NOT TARGET VALUES SUBJECT TO ACCEPTED STANDARDS OF PRACTICE OR ACCEPTABLE CONSTRUCTION TOLERANCES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING ALL NEW CONSTRUCTION TO VERIFY ADA, ICC/ANSI, AND FEDERAL FAIR HOUSING ACCESSIBILITY GUIDELINES COMPLIANCE. 10. THE CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, BRUSH, STUMPS, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERLAL NOT SUITED FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. 11. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL OPERATIONS FOR REUSE. DO NOT MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. 12. IN AREAS THAT REQUIRE ALL OVER 1 -FOOT DEEP AND PARKING LOT AND DRIVEWAY THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL ALL TO 95% MODIFIED PROCTOR IN 1' MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE PROJECT ENGINEER AND THE CITY OF MERIDIAN BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AS TEST ARE PERFORMED. 13. CONTRACTOR SHALL ADJUST EXISTING UTILITIES (AS NEEDED) TO COMPLY WITH GRADING PLAN. 14. CONTRACTOR SHALL ENSURE THE EXTERIOR ACCESSIBLE ROUTE TO THE LANDINGS AT ENTRY DOORS HAVE A 4.5% MAX. SLOPE. 15. THE CROSS SLOPE OF ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL NOT EXCEED 1.5% (1:60). MAXIMUM SLOPE IN THE DIRECTION OF TRAVEL ON SIDEWALKS AND ACCESSIBLE ROUTES SHALL NOT EXCEED 4.5% (1:22). 16. THE LONGITUDINAL SLOPE OF ALL PEDESTRIAN RAMPS SHALL NOT EXCEED 1:14 WITH A MAX. RISE OF 6". THE CROSS SLOPE OF ALL PEDESTRIAN RAMPS SHALL NOT EXCEED 1.5% (1:60). 17. ACCESSIBLE PARKING SPACES AND ACCESSIBLE LOADING AISLES SHALL NOT EXCEED 1.5% (1:60) SLOPE IN ANY DIRECTION. NOTES " " 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED APPROVED FOR CONSTRUCTION BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER AND THE CITY OF MERIDIAN 3. THE CONTRACTOR SHALL CONTACT ENGINEERING SOLUTIONS FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. 4. CONTRACTOR SHALL RETAIN AND PROTECT EXISTING IDAHO POWER, INTERMOUNTAIN GAS, CABLEONE AND CENTURY LINK MAINS. LEGEND 22.50 TW 18.50 BW RETAINING WALL WITH ELEVATIONS } 0.75' DEEP SWALE OGRADE TO MATCH EXISTING UTILITIES. RETAIN AND PROTECT 1 EXISTING UTILITIES. EXTEND RETAINING WALL IF NEEDED 2� GRADE TO MATCH EXISTING. u 20 10 0 20 40 60 SCALE IN FEET O fY I - O7 Z O 0 LY O ti LL 0 M Lu o O'17 W LLI 1p13AL ?r ©N V4 to DIi3k9��� d OF k G c °' -! w n `. rn Ld >Z�o O O U) �T0 �V ��wmz c © zZ�;zz z O N v O z a o > z w _s 0 C-1z�o� wOc�ow �Zwv� �owoCD o O N ;mow D ZZZa O O o z m w 3 m c, cif Q�J =wz�� F- OZa c °' -! O o r C, `. rn Ld N N 00 D � a U) �T0 �V (nQo oE. 1, c © .af(" w z O N v O _s VL W� H r_6 w �o �z H Z:) A No 0Q o¢ Q wZ w w Cl1 SCALE 1 "=20' DWG.DATE 6/07/17 PROD. NO. 160805 SHEET 3 OF 6 GRD SHEETS/1 60805-GRD.DWG t 1 t 1 i W. OVERLAND ROAD — — — — — — — — — — — — —� a O _— _-- -_ — `------__--- �_-��__---------------- _ �_- —T= SIZYWALI� POWER — - . - ------ -- ---f-.� -- - - - - R P P- - - — — -— - _ — _ � -�------------^---,------- ---------------------- � 03 RR OX 4 n n N'V S- 624.10'1 \ II II INV W=2624.29 1�' II li (I ; 6 1► I LtJ 1 IRR BOX !! II I III I F_ -----------4'PRR------------- ----- _-- RIM=2626.7 INV N=262 63' 4 I INV 5=26 67' t — ---- � ------ 4"PIRR----- ----I LJ II i I t ----- --_— t 1 Lu if II o.1 FT' 1 III l a I� f II II o I III I I II II � II 1 B II cri l III It II I II I( II II i I I� �I STA = 10+80.00 iuiI SL _ 44' ICID I r II If { 11 SI - 2619.95 t III I I STA = 10+00.00 II I) I fl II I CITY OF MERIDIAN WATER If II I II, I I AND SEWER EASEMENT SL = 48 , SI = 2620.35 �v� I S I (- -- -- i Ik 11 I ° i TB 13.6 LF -- CD i I 1 1 S1 H ce I ( Ir T 3 I I EXI T 84.4 LF ING VALVE 'A' TB I + C-- - - - - - - --}- '--�w---, ----- 8'Yy I 5 1 CITY OF MERIDIAN WATER I 11 i 48 SSMH COM -1 3 AND SEWER EASEMENT JI i I 1 I ®I I STA=10+98.32 94.3 LF. 8 (- - _ _ _ I_ I I it _ - ! »9.29 0 2.41% , 48"0 SSMH COM -2 { I -I +8"1 — — 9Q' 114 STA=10+00.00 I I I 125 I t It 00 I /// 1 .1 I I I S1 1 S I I T1 Q ► I E I II Il I III It L---- I II II I I ° h o i i STA = 10+00.00 II II II I ❑ I CITY OF MERIDIAN WATER SL = 29' I &T III �I I STA 10 I AND SEWER EASEMENT SI 2620.00 II !I I 1 = +85.0 I I 00 H it I III ° I1 I SL = 25 III I I SI = 2619.15 I I II 1! I III It ► i i I I ate I{ II I I If I MW#1 II ft I III MW#2 I II fl I III I I ° r 1 II II , III I I LT I II II I III I � � I 00 -�---�--- = ��_- - -- 1 - -I--- —— L4"PIRR-------- -------------------.-,.—...—.. -------- ...4"PIRR — —... — — — — — — — _ —_ t — — — I I i I I I t ° o t I 1 I � t <I �J A[ 20 10 0 20 40 60 SCALE IN FEET UTILITY NOTE: SEWER SERVICE AND WATER SERVICE SHALL END 5' FROM BUILDING UTILITY PLAN KEYNOTE LIST: 3 ELBOW, 8", 90', MJ x FIg. 1 REDUCER, 8" X 6", All Ag. 6 VALVE, 6" GATE, Fig. x MJ H FIRE HYDRANT ASSEMBLY COMPLETE PER STDS. W7 AND W9 B P.C.0 THRUST BLOCK (AS REQUIRED EVEN IF NOT SHOWN) PER WATER NOTE 1. DOMESTIC WATER UNE REQUIRES A BACKFLOW PREVENTION DEVICE AT THE POINT OF ENTRY TO ANY BUILDING. THE TYPE OF DEVICE IS CONTINGENT UPON THE DEGREE OF HAZARD. SEE MECHANICAL PLAN FOR MORE INFORMATION. WATER MAIN, 6" PVC, C-900 WATER MAIN, 8" PVC, C-900 NJ REMOVE AND DISPOSE OF EXISTING CLEAN-OUT. INSTALL 4800 MANHOLE. RETAIN AND PROTECT ALL EXISTING UTILITIES. WATER MAIN CROSSING (SEE WATER NOTE #2 AND SEWER NOTE #2 ON THE TITLE ® SHEET AND/OR WATER MAIN CROSSING (SEE WATER NOTE #3 AND SEWER NOTE #3 ON THE TITLE SHEET. LOWER WATER PIPE IF NEEDED TO MAINTAIN MINIMUM SEPARATION. ADJUST VALVES TO FINISHED GRADE, AS NEEDED. INSTALL CONCRETE COLLAR. AFTER AGENCY HAS CLOSED EXISTING VALVE "A", THE CONTRACTOR SHALL REMOVE THE EXISTING BLOW -OFF AND THRUST BLOCK TO COMPLETE THE INTERCONNECTION AS SHOWN. ®LOWER EXISTING PRESSURE IRRIGATION MAIN AND INSTALL DRAINS IN LOW POINTS 6 AS NEEDED. ADJUST PRESSURE IRRIGATION VALVE AS NEEDED TO MATCH FINISHED GRADE. S1 2" SINGLE SERVICE WITH 2" METER PER MERIDIAN CITY REQUIREMENTS. EXISTING UTILITY NOTE: 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. �- m 2 STATION 7 oow�� cl� ` 12+40 12 00 11 60 11 20 10+80 10-11-40 10+00 9+60 a W U n O 263 O� a. N N i. d N �ooR' >� o� Jc' 636 263 N^ v z O- G1 O ry� U OE E QUO 2632 W 00 rn��-a av c 72- oZ� Lu Q rn N o c cv a, a> Lo 0 0 N Q N T t V ++ •N C N F- N N I ONap V �J O 262 � 2628 y •> a, vi y ±u c o v •w .o SCALE 1 "=20' aII + 5/08/17 NO. 160805 _ C O C O LI O O N Q O y C) C h � w� N NCO 3 (n st�(n UTIL a-� Q � d SHEETS/1 60805-UTIL.dwg 2624 2624 FINISHED GRADE AT �, EX/SANG ONU1 D AT �' 262 2620 261 " "V' 2616 jr�- 8p�C®2' coZ / � 3 w vv N ao � 261 ��, N N Z Z 2612 II II r > Co A 260Li 00 2608 8" INV IN= 2607.84± (E) 8" INV OUT= 2607.74± (S) 2604- 604 2600— 260 2600 25 596 12+40 12+00 11+60 11+20 10+80 10+40 10+00 9+60 1 "=40' UTILITY PLAN KEYNOTE LIST: 3 ELBOW, 8", 90', MJ x FIg. 1 REDUCER, 8" X 6", All Ag. 6 VALVE, 6" GATE, Fig. x MJ H FIRE HYDRANT ASSEMBLY COMPLETE PER STDS. W7 AND W9 B P.C.0 THRUST BLOCK (AS REQUIRED EVEN IF NOT SHOWN) PER WATER NOTE 1. DOMESTIC WATER UNE REQUIRES A BACKFLOW PREVENTION DEVICE AT THE POINT OF ENTRY TO ANY BUILDING. THE TYPE OF DEVICE IS CONTINGENT UPON THE DEGREE OF HAZARD. SEE MECHANICAL PLAN FOR MORE INFORMATION. WATER MAIN, 6" PVC, C-900 WATER MAIN, 8" PVC, C-900 NJ REMOVE AND DISPOSE OF EXISTING CLEAN-OUT. INSTALL 4800 MANHOLE. RETAIN AND PROTECT ALL EXISTING UTILITIES. WATER MAIN CROSSING (SEE WATER NOTE #2 AND SEWER NOTE #2 ON THE TITLE ® SHEET AND/OR WATER MAIN CROSSING (SEE WATER NOTE #3 AND SEWER NOTE #3 ON THE TITLE SHEET. LOWER WATER PIPE IF NEEDED TO MAINTAIN MINIMUM SEPARATION. ADJUST VALVES TO FINISHED GRADE, AS NEEDED. INSTALL CONCRETE COLLAR. AFTER AGENCY HAS CLOSED EXISTING VALVE "A", THE CONTRACTOR SHALL REMOVE THE EXISTING BLOW -OFF AND THRUST BLOCK TO COMPLETE THE INTERCONNECTION AS SHOWN. ®LOWER EXISTING PRESSURE IRRIGATION MAIN AND INSTALL DRAINS IN LOW POINTS 6 AS NEEDED. ADJUST PRESSURE IRRIGATION VALVE AS NEEDED TO MATCH FINISHED GRADE. S1 2" SINGLE SERVICE WITH 2" METER PER MERIDIAN CITY REQUIREMENTS. EXISTING UTILITY NOTE: 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. �S1pNAL ANG' l OF G 4) E O Z �- m 2 7 oow�� cl� ` V- O O O O 1 4f � 'vl L�� _ N � C U oo�yE �oU E D a W U n O W� O� a. N N i. d N �ooR' >� o� Jc' ~ Z W N N^ v z O- G1 O ry� U OE E QUO .0 •- O T p C W 00 rn��-a av c 72- oZ� Lu Q U o c cv a, a> a> °' v' 0 0 > E v � o v m o+•¢ T t V ++ •N C N F- z y •> a, vi y ±u c o v •w .o SCALE 1 "=20' OI--DWG.DATE 5/08/17 NO. 160805 QPROJ. C O C O LI O O N Q O y C) C h � N NCO 3 �S1pNAL ANG' l OF G 4) E O Z a. cz -1 O 1 -ftCODo co �C O N V) Cfl C14_ W O LL_00 V) L_ W o o w CD oat � wLd z � Co rn v N O � 0 a �- oz oow�� e o C~� �o g m ? z J J 0 o� Jc' ~ Z W N N^ O Z O U O 1� O N7 E O O 3: W 00 pzmm3 oZ� a. cz -1 O 1 -ftCODo co �C O N V) Cfl C14_ W O LL_00 V) L_ W o o w CD oat � wLd z � Co rn v N O � 0 a C~� �o Mz EL c zo C) Q 0 w z V)o �-- :D w W o� z O Lu Q U o F- z 0 U SCALE 1 "=20' OI--DWG.DATE 5/08/17 NO. 160805 QPROJ. SHEET 4 OF 6 C) w W UTIL a-� Q � Q 0 SHEETS/1 60805-UTIL.dwg W. OVERLAND ROAD S SIOSIN%L S �- -------- --------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 III II (IRR BOX RIM=2620.1' II III (INV 5=2624. INV W=2624.2929 I I I! I I) I I I IRR BOX RIM=2626.7 I j r INV N=262 63' I I I j f-S--------------4"PIRR---------1 INV s=262 57' ----------------- i-------------4"PIRR---------f J I � --I ! I I I u I' ► L- I_ I n \+ LLJ LUI CDI III ° j I I II I i' C) f III a I; a I o f III I I O s- I I f li p I i .i I dol I II I III j i' I I`�I I II li I I I III �f I i F------ 17 1 I � I I- -I- - IMI I I ------------- --� I iW-� '------� a I8"5 ----- I I I 00 100 2 f I ! I I n(D 1_ _ 1 II II -- L---•-JSG 2 o f 0.0 LF 1• SD I I ZI • IMP ; 1 SD I ►► I' I 4 I N , I III ( ji I z1 35 LF12'( mi Pim I O i I I II I 0 MW#1 p I III p 1 I III I �I S t I III cS�- I Of co I III II I i II II I 1 I I fl l =�4"PIRR--- --- ------------------- f i 1 ,o 20 10 0 20 40 60 SCALE IN FEET SG#1 1000 -GALLON SAND AND GREASE TRAP (TRAFFIC -RATED) WITH 20" BAFFLE SPACING SEE DETAIL ON SHEET DT -1 RIM= 2622.80± TOP OF BAFFLE OUT= 2619.05 12" INV. OUT (S) = 2618.80 20 LF OF 12" PVC or ADS N-12 @ S= -0.00% TO SEEPAGE BED 0(25)= 1.86 cfs V(25)= 1946 cf Q(100)= 2.02 cfs V(100)= 2708 cf SB#1 SEEPAGE BED #1 (SEE DETAIL ON SHEET DT -1) 461 x 15'W x 1 O'D 40 LF OF 12" PERFORATED ADS N-12 ® S= -0.00% 12" INV. AT BED = 2618.80 TOP OF BED = 2620.60 BOTTOM OF ROCK = 2610.60 DRAINAGE CALCULATIONS THE SEEPAGE BED WILL CONSIST OF ONE SAND AND GREASE TRAP. SEEPAGE BED DESIGN TOTAL DRAINAGE AREA = 0.84 ACRES (Asphalt, Concrete, Roof and Landscaping) DESIGN CRITERIA INTENSITY OF STORM (1) = 0.96" Per Hour Duration = 1 Hour Time of Concentration = 10 Minutes Run -Off Coefficient = 0.95 (Asphalt, Concrete and Roof) Run -Off Coefficient = 0.20 (Landscape Islands) DESIGN FOR SEEPAGE B SEEPAGE BED VOLUME REQUIRE V= 3600 x C x A x I= 3600 x 0.95 x 0.82 x 0.96 = 2692.2 c.f. V = 3600 x C x A x I = 3600 x 0.20 x 0.02 x 0.96 = 13.8 c.f. Total = 2706 c.f. Seepage Bed Volume = 46' x 15' x 10' x 0.40 = (2760 c.f.) USS 46' x 15' x 10' VELOCITY THROUGH SAND & GREASE TRAP_: SAND AND GREASE TRAP 1 Q too = 2.02 cfs 1000 Gallon Sand & Grease Trap Width = 4', Baffle Spacing = 20' Vel.= 2.02 cfs / 4' x 20' = 0.303 fps EXISTING UTILITY NOTE: 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 UNE TELEPHONE NUMBER IS 1-800-342-1585. NOTES 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER AND THE CITY OF MERIDIAN. 3. THE CONTRACTOR SHALL CONTACT ENGINEERING SOLUTIONS FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. SG#2 1000 -GALLON SAND AND GREASE TRAP (TRAFFIC -RATED) WITH 20" BAFFLE SPACING SEE DETAIL ON SHEET DT -1 GRATE= 2623.60± TOP OF BAFFLE OUT= 2619.85 12" INV. OUT (S) = 2619.60 10 LF OF 12" PVC or ADS N-12 0 S= -0.00% TO SEEPAGE BED Q(25)= 1.13 cfs V(25)= 1185 cf Q(100)= 1.23 cfs V(100)= 1649 cf SB#2 SEEPAGE BED #2 (SEE DETAIL ON SHEET DT -1) 421 x 1O'W x 1O'D 36 LF OF 12" PERFORATED ADS N-12 0 S= -0.00% 12" INV. AT BED = 2619.60 TOP OF BED = 2621.10 BOTTOM OF ROCK = 2611.10 DRAINAGE CALCULATIONS THE SEEPAGE BED WILL CONSIST OF ONE SAND AND GREASE TRAP. EPAGE BED DESIGN TOTAL DRAINAGE AREA = 0.51 ACRES (Asphalt, Concrete, Roof and Landscaping) DESIGN CRITERIA INTENSITY OF STORM (1) = 0.96' Per Hour Duration = 1 Hour Time of Concentration = 10 Minutes Run -Off Coefficient = 0.95 (Asphalt, Concrete and Roof) Run -Off Coefficient = 0.20 (Landscape Islands) DESIGN FOR SEEPAGE BED: SEEPAGE BED VOLUME REQUIRED V= 3600 x C x A x I= 3600 x 0.95 x 0.50 x 0.96 = 1642 c.f. V = 3600 x C x A x I = 3600 x 0.20 x 0.01 x 0.96 = 6.9 c.f. Total = 1649 c.f. Seepage Bed Volume = 42' x 10' x 10' x 0.40 = (1680 c.f.) USE: 42' x 10'x 10' VELOCITY THROUGH SAND & GREASE TRAP: SAND AND GREASE TRAP 2 Q too = 1.23 cfs 1000 Gallon Sand & Grease Trap Width = 4, Baffle Spacing = 20" Vel.= 1.23 cfs / V x 20" = 0.185 fps 1pNAL ?c 10 13 t of G . SIT a CJ o < S J w�� SAGEWOOD OFFICE i ;PEAK FLOW o O w 3 STORM DRAINAGEV_OLUME I ' Job No.: 160805 �mV �cn Q2 =0.95 19A (Assumes C = 0 95) Parking/Roof IVWQ = Area *2052 I (Assumes C = 0.95) Water Quality Storm! 1= 0.6" 025 0.95125A !(Assumes C = 0.95)! Parking/Roof 1 I V25 Area * 2360 !(Assumes C= 0.95)1 o w C �z �Q J 1- C, I ,Q1oo 0.95 1ooA -0.95)1-1 'Assumes 5 ;( C 0 9 ) P rkin Roof V Area 32 3 I a 9/ 10o e $ !(Assumes ` ;( m C , 1 096 12 -Jun -17 Z A i **Q2 =0.20 12A ; (Assumes C = 0.20)1 Landscaping l V2 = Area * 432 , (Assumes C = 0.20)1 ; 1 0.6" Q K O 3 N') C.7 C7 C7 Z o W Co CD 33i 1 **Q25=0.20125A !(Assumes C = 0,20)' Landscaping ; V25 = Area * 497 (Assumes C = 0.20)1 I = 0.69' z o **Q1oo =0.2011ooA ((Assumes G= 0.20}; Landscaping Y1oo Area * 691 ;(Assumes C = 0 20) Uj I 096" _ 2.65 AC I BASIN AREA Tc 125 1100 Qts Q100VW Q V25 V100 NO. (acres) (minutes) (cfs) (cfs) (cubic feet) (cubic feet) (cubic feet) C/) AND STORM DRAIN BED z 1 0.82 10.00 2.37 2.58 1.85 2.01 1683 1935 2692 2** 0.02 10.00 2.37 2.58 0.01 0.01 10 11 16 Bed No_ 1 0.84 10.00 2.37 2.58 1.86 2.02 1693 1946 2708 SHEET 5 OF 6 CL 3 0.50 10.00 2.37 1 2.58 1.13 1.23 1026 1180 1642 4** 0.010 10.00 2.37 2.58 0.00 0.01 4 5 7 Bed No. 2 0.51 10.00 2.37 2.58 1.13 1.23 1030 1185 1649 SG#1 1000 -GALLON SAND AND GREASE TRAP (TRAFFIC -RATED) WITH 20" BAFFLE SPACING SEE DETAIL ON SHEET DT -1 RIM= 2622.80± TOP OF BAFFLE OUT= 2619.05 12" INV. OUT (S) = 2618.80 20 LF OF 12" PVC or ADS N-12 @ S= -0.00% TO SEEPAGE BED 0(25)= 1.86 cfs V(25)= 1946 cf Q(100)= 2.02 cfs V(100)= 2708 cf SB#1 SEEPAGE BED #1 (SEE DETAIL ON SHEET DT -1) 461 x 15'W x 1 O'D 40 LF OF 12" PERFORATED ADS N-12 ® S= -0.00% 12" INV. AT BED = 2618.80 TOP OF BED = 2620.60 BOTTOM OF ROCK = 2610.60 DRAINAGE CALCULATIONS THE SEEPAGE BED WILL CONSIST OF ONE SAND AND GREASE TRAP. SEEPAGE BED DESIGN TOTAL DRAINAGE AREA = 0.84 ACRES (Asphalt, Concrete, Roof and Landscaping) DESIGN CRITERIA INTENSITY OF STORM (1) = 0.96" Per Hour Duration = 1 Hour Time of Concentration = 10 Minutes Run -Off Coefficient = 0.95 (Asphalt, Concrete and Roof) Run -Off Coefficient = 0.20 (Landscape Islands) DESIGN FOR SEEPAGE B SEEPAGE BED VOLUME REQUIRE V= 3600 x C x A x I= 3600 x 0.95 x 0.82 x 0.96 = 2692.2 c.f. V = 3600 x C x A x I = 3600 x 0.20 x 0.02 x 0.96 = 13.8 c.f. Total = 2706 c.f. Seepage Bed Volume = 46' x 15' x 10' x 0.40 = (2760 c.f.) USS 46' x 15' x 10' VELOCITY THROUGH SAND & GREASE TRAP_: SAND AND GREASE TRAP 1 Q too = 2.02 cfs 1000 Gallon Sand & Grease Trap Width = 4', Baffle Spacing = 20' Vel.= 2.02 cfs / 4' x 20' = 0.303 fps EXISTING UTILITY NOTE: 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 UNE TELEPHONE NUMBER IS 1-800-342-1585. NOTES 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER AND THE CITY OF MERIDIAN. 3. THE CONTRACTOR SHALL CONTACT ENGINEERING SOLUTIONS FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. SG#2 1000 -GALLON SAND AND GREASE TRAP (TRAFFIC -RATED) WITH 20" BAFFLE SPACING SEE DETAIL ON SHEET DT -1 GRATE= 2623.60± TOP OF BAFFLE OUT= 2619.85 12" INV. OUT (S) = 2619.60 10 LF OF 12" PVC or ADS N-12 0 S= -0.00% TO SEEPAGE BED Q(25)= 1.13 cfs V(25)= 1185 cf Q(100)= 1.23 cfs V(100)= 1649 cf SB#2 SEEPAGE BED #2 (SEE DETAIL ON SHEET DT -1) 421 x 1O'W x 1O'D 36 LF OF 12" PERFORATED ADS N-12 0 S= -0.00% 12" INV. AT BED = 2619.60 TOP OF BED = 2621.10 BOTTOM OF ROCK = 2611.10 DRAINAGE CALCULATIONS THE SEEPAGE BED WILL CONSIST OF ONE SAND AND GREASE TRAP. EPAGE BED DESIGN TOTAL DRAINAGE AREA = 0.51 ACRES (Asphalt, Concrete, Roof and Landscaping) DESIGN CRITERIA INTENSITY OF STORM (1) = 0.96' Per Hour Duration = 1 Hour Time of Concentration = 10 Minutes Run -Off Coefficient = 0.95 (Asphalt, Concrete and Roof) Run -Off Coefficient = 0.20 (Landscape Islands) DESIGN FOR SEEPAGE BED: SEEPAGE BED VOLUME REQUIRED V= 3600 x C x A x I= 3600 x 0.95 x 0.50 x 0.96 = 1642 c.f. V = 3600 x C x A x I = 3600 x 0.20 x 0.01 x 0.96 = 6.9 c.f. Total = 1649 c.f. Seepage Bed Volume = 42' x 10' x 10' x 0.40 = (1680 c.f.) USE: 42' x 10'x 10' VELOCITY THROUGH SAND & GREASE TRAP: SAND AND GREASE TRAP 2 Q too = 1.23 cfs 1000 Gallon Sand & Grease Trap Width = 4, Baffle Spacing = 20" Vel.= 1.23 cfs / V x 20" = 0.185 fps 1pNAL ?c 10 13 t of G . SIT caCk- 00 0 O 1 L- 00 N^ Cfl N 0 xLLAC °0 oC) o-00 ft oQo �lV Of�to ©�ca co 04 04 O 0 0 a a CJ o < S J w�� o O w 3 ow�wo m �mV �cn ��wwz w CD o��>w zz 0 Zz Quo Z o w C �z �Q J 1- C, O O O �= Z V Z A 04 o LEGEND 4 Q K O 3 N') C.7 C7 C7 Z o W Co CD O N¢ -2 DRAINAGE BASIN NUMBER WITH ACRE r- oza caCk- 00 0 O 1 L- 00 N^ Cfl N 0 xLLAC °0 oC) o-00 ft oQo �lV Of�to ©�ca co 04 04 O 0 0 a m W w CD Q 0 C �z rr �= o A 04 o LEGEND 4 Q Q o O N¢ z DRAINAGE BASIN NUMBER WITH ACRE z o Q Ir AND BASIN BOUNDARY LINE z Uj 2.65 AC O rr VALLEY GUTTER 0 o ® STORM DRAINAGE COLLECTION SYSTEM F_ C/) AND STORM DRAIN BED z O -F- SURFACE FLOW DIRECTION 0 SCALE 1"=20* - -- SUBDIVISION BOUNDARY 0O ti DWG.DATE 5/08/17 c i PROS. NO. 160805 Qr- w o SHEET 5 OF 6 CL SD a Q SHEETS/1 60805-SD.DWG 2' CURB 2' CURB 1" BATTER 1'-6" 6" 5-3/4" 1"R 1/2'R k-1 SLOPE GUTTER PLATE 1"R 5-3/4" AWAY FROM CURB LINE 2"R in 3-1 2"R 3t/2"R/ FS ELEV. S Q. Q d call a 2 7-0-(zsi Oct i � ' �o�no�o�rRAVFi 6" TYPICAL STD. VERTICAL CURB ACHD SUPPLEMENT TO I.S.P.W.C. SD -701 N.T.S VERTICAL CURB AND GUTTER 6" f 25" SUPER VERTICAL CURB N.T.S SUPER VERTICAL CURB AND GUTTER PREFORMED EXPANSION JOINT MATERIAL SHALL BE INSTALLED AT CURB TERMINUS CONCRE •E ROLLED CURB CURB TRANSITION SECTION - VERTICAL CURB AND GUTTER 1 TO SUPER VERTICAL CURB AND GUTTER N.T.S 6" CONC. SLAB REINF. W/6"X6"—W1.4XW-1.4 WWF .a 4 d. - COMPACTED STABLE SUBGRADE--' 10" PIT RUN GRAVEL 4" OF 3/4" MINUS CRUSHED GRAVEL NOTE: GRADE ALL SURFACES A MINIMUM OF 1.5% CONCRETE SECTION N.T.S PROVIDE GRATED LID I F— MANHOLE FRAME OR GRATE AND I" L "I" RADIUS P.C.C. PAVEMENT ASPHALT a PAVEMENT O a 6" 4 MONOLITHIC CURB DETAIL N.T.S STYLE OF CURB TO BE SELECTED BY OWNER 2 1/2" ASPHALT PAVEMENT c --ANN- COMPACTED STABLE SUBGRADE—' 10" PIT RUN GRAVEL 4" OF 3/4" MINUS CRUSHED GRAVEL IDED CURB DETAIL N.T.S SG#1 AND #2 II II 00 L0IIII ❑❑❑❑ ❑❑❑❑❑ ❑ 00000 ❑ ❑ a ❑ ❑ I I I I ❑❑El ❑ ❑ ❑ ❑ II II I J L I L_ HANGER STRAP PLAN VIEW N " SECTION VIEW * IF DISTANCE IS GREATER THAN 1' BUT LESS THAN 2.5' USE 24" RCP (CUT TO LENGTH) AND GRADE RINGS IF DISTANCE IS GREATER THAN 2.5' USE ECCENTRIC CONE AND GRADE RINGS. 1l4IES 1. SEE PLAN SHEETS FOR PIPE SIZES, ELEVATIONS, AND LOCATIONS. 2. 1000 GALLON SAND AND GREASE TRAP SHALL BE MANUFACTURED BY IDAHO PRECAST, OR APPROVED EQUAL SG #1 AND, #2 1000 GALLON SAND AND GREASE TRAP DETAIL (HS -25 TRAFFIC—RATED) SEE SHEET SD FOR SAND AND GREASE TRAP ELEVATIONS WIDTH VARIES SEE PLAN 4" CONCRETE 1.5% (MAX.) UNLESS NOTED OTHERWISE /00000 00 00 %000 0 4 OF 3/4 MINUS \\F\\\ " CRUSHED GRAVEL 5 SIDEWALK N.T.S 1' RADIUS P.C.G. PAVEMENT ASPHALT PAVEMENT G Q Zy o. Q 0 til MONOLITHIC CURB & PAVEMENT MATCH DETAIL TYPICAL AT A.D.A. RAMPS N.T.S 2' nn\Innrrr V VI .t/ T IYlll\V.-i CRUSHED GRAVEL Z VALLEY GUTTER DE PER I.S.P.W.C. SD -708 (SIMILAR) N.T.S P% 4 M" .nnl lAl rin nlVTur&ir COMPACTED STABLE SUBGRADE� 10" PIT RUN GRAVELS 14" OF 3/4" MINUS CRUSHED GRAVEL NOTE: GRADE ALL PAVED SURFACES A MINIMUM OF 1.5% PARKING LOT SECTION N.T.S as'lNAL E* vIlsTE'h,� a� 10113�w M. ST W �- oa��J ooze. "H" �zOs a � ai=ms v Q Z O O dO W 2 � O z p o 0 z END PERFORATED PVCa o �Go 00 o a zmm3 II I of ll C'j II zII w IIQII mCL__jca q W ;I a ;� a r) II 4 I "' MONITORING WELL II � �! 2' SEE PLAN `~ cn Lu N uj CO 00cn N IMI ;moo `- END PERFORATED PVC [� < _ o v ��o ooco rD f Y_�rn cz w z�ao 0) o MONITORING WELL, SEE SHEET GRD &DETAIL THIS SHEET `— FINISH GRADE -7 [--INSTALL LID TO GRADE a_ J MAXIMUM ELEVATION QEi LU 7 OF ROCK ="E" 0O a L� Lu O OLL ;e ee rr _ N fl e e U N o a U ~C)O o LJJ :) A N _zo aF- PER ACHD REQUIREMENTS pl— _9 - O!Q�o� 3 w 0 04 Q �jJ o cci �a�_•�-� Q s ee CL Z O Q O to a> ---I 110 QN_Na N (-D GRADATION REQUIREMENTS OF ISPWC V Ch O C O U O o °g 0 : oo ELEVATION �, n •.:• r _= SECTION 801 FOR "FILTER SAND" —o oA Q SEE TABLE 1 OF THE ISPWC. W z o ,o O G V O .— Lo W 0 DWG.DATE 5/08/17 e MINIMUM ELEVATION SHEET 6 OF 6 w _� o > - o P.• :oe GA 2 f •�, g '� �O o�c�E SHEETS/ 160805- DT- 1.dw( o A Q Q w - EXTEND PIT—RUN FROM BOTTOM OF BED — '03 � •V d y 3 �i\i�i�i�i H a O E aI MATERIAL WITH A PERCOLATION RATE OF 4" W O L C O O "B" 8"/HR, (IF BOTTOM OF SAND IS NOT INTO FREE DRAINING MATERIAL). C •V O W •U C v7 N I_ \ 3 o� Z as'lNAL E* vIlsTE'h,� a� 10113�w M. ST W �- oa��J ooze. "H" �zOs a � ai=ms v Q Z O O dO W 2 � O z p o 0 z END PERFORATED PVCa o �Go 00 o a zmm3 II I of ll C'j II zII w IIQII mCL__jca q W ;I a ;� a r) II 4 I "' MONITORING WELL II � �! 2' SEE PLAN `~ cn Lu N uj CO 00cn N IMI ;moo `- END PERFORATED PVC [� < _ o v ��o ooco rD f Y_�rn cz w z�ao 0) o MONITORING WELL, SEE SHEET GRD &DETAIL THIS SHEET `— FINISH GRADE -7 [--INSTALL LID TO GRADE a_ MINIMUM ELEVATION HIGH GROUND WATER = 2600.0± "A" "B" "C" "D" 'E" "F" 1__"G�`H- Pipe Size diq. 1 10.0' 15' 46' 7.5' 2620.6 26010.6 2609.1 12- 2 10.0' 10' 41' 5' 2621.1 2611.1 2609.6 12" SEEPAGE BED NOTES: 1. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE—DESIGNED FACILITY SHALL BE APPROVED BY MERIDIAN CITY PUBLIC WORKS. 2. ENGINEER'S INSPECTOR (938-0980) SHALL BE ON—SITE DURING SEEPAGE BED INSTALLATION, INCLUDING FILTER FABRIC. J MAXIMUM ELEVATION LU OF ROCK ="E" 0O a c � m Lu o 0000 ;e ee rr C> � Z U CV N u— fl e e o 3 ~C)O o FILTER FABRIC — THREE SIDES A N _zo 0 PER ACHD REQUIREMENTS = 4 0 (SECTION 8200, PG. 32) Q H zL-Li o s ee O FINE AGGREGATE WILL MEET THE ---I U o (-D GRADATION REQUIREMENTS OF ISPWC o °g 0 : oo ELEVATION �, `. :.. •.:• r _= SECTION 801 FOR "FILTER SAND" —o OF SAND ="F" SEE TABLE 1 OF THE ISPWC. W z .. _ ,o O .— Lo W 0 DWG.DATE 5/08/17 e MINIMUM ELEVATION SHEET 6 OF 6 w _� o > OF SAND ="G" o P.• :oe M v o SHEETS/ 160805- DT- 1.dw( o MONITORING WELLS TO BE EXTEND PIT—RUN FROM BOTTOM OF BED — 1' PAST SAND �i\i�i�i�i i�/i• �` •\ A MINIMUM OF 1' INTO FREE DRAINING MATERIAL WITH A PERCOLATION RATE OF "B" 8"/HR, (IF BOTTOM OF SAND IS NOT INTO FREE DRAINING MATERIAL). MINIMUM ELEVATION HIGH GROUND WATER = 2600.0± "A" "B" "C" "D" 'E" "F" 1__"G�`H- Pipe Size diq. 1 10.0' 15' 46' 7.5' 2620.6 26010.6 2609.1 12- 2 10.0' 10' 41' 5' 2621.1 2611.1 2609.6 12" SEEPAGE BED NOTES: 1. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE—DESIGNED FACILITY SHALL BE APPROVED BY MERIDIAN CITY PUBLIC WORKS. 2. ENGINEER'S INSPECTOR (938-0980) SHALL BE ON—SITE DURING SEEPAGE BED INSTALLATION, INCLUDING FILTER FABRIC. J H LU W � � m C) rr of ¢ 0 ~C)O rr A N i-- 0 C/) o Q d uj o Q zL-Li o Qw O 8 ---I U o (-D _Z Z ,o O O SCALE N.T.S. 0 DWG.DATE 5/08/17 PROD. NO. 160805 LL- M 0 SHEET 6 OF 6 w _� o > O� a < DT - 1 Q 0 SHEETS/ 160805- DT- 1.dw(