Loading...
CC - UTILITY PLAN - 4.19 L E G E N D x N Q II � N coo QD FUTURE I 0 DECIDUOUS TREE ° BLDGI EVERGREEN TREEU o SD 00 5 STORM DRAIN MANHOLE - � c) ® STORM DRAIN GRATE z 0 z GRAPHIC SCALE ® STORM DRAIN GRATE z QD 0 10 20 IR IRRIGATION MANHOLE 4_� o w ICV :D Q)i � pd IRRIGATION CONTROL VALVE \ \ 0 o U \ - ( IN FEET ) / I 0 O ELECTRICAL MANHOLE N �\ \ � It 1 INCH = 10FT. \ \ 0 E❑ ELECTRICAL BOX\ U �t NI L o SANITARY SEWER MANHOLE °' cot II \ o o O N FUTURE SIDEWALK co LIGHT POLE\/ I AND/OR CURB FUTURE/ � POWER POLE /\ I BLDG I E- GUY ANCHOR = \ I yp FIRE HYDRANT O I pd WATER VALVE II FUTURE SIDEWALK \ I 0 BLOWOFF VALVE \ WATER METER / AND/OR CURB I SIGN GM GAS METER J TELEPHONE PEDESTAL Q Lv LID: 57.13 \ ® z \ ❑T TELEPHONE PEDESTAL I.E. 8" E: 51.35 AAA \ I O FIBER OPTICS MANHOLE J Z II \ 3 5 SS SS -SS - SS SS - e SS SS \ I TREE LINE ILI rs \ W \ 4 - - - - \ PROPOSED LOT LINE � O L� s 4 \ BO - - SUBDIVISION BOUNDARY \ � W � z 3 \ - EASEMENT � Z W uNi\ / O Q 2 I �-2660 EXISTING CONTOUR LINE W� W W W W W W .., W W X FENCE .I p w._I \ W� W J 5 \ Fo FIBER OPTICS LINE W IIcy\ - � \ 3 GAS LINE Q \� - - - - \ _ - cTv CABLE TV LINE OL \ UP UNDERGROUND POWER f1r O o0 \ y o ss SANITARY SEWER LINE Z Z N z � �\ W WATER LINE '�" Q U O W 2 _SD STORM DRAIN LINE 0 O � z NX\ EG- EDGE OF GRAVEL O W K E Y N 0 T E S LLJ I I FUTURE \ INSTALL 1" SINGLE WATER SERVICE CONNECTION PER CITY OF EDGE OF PAVEMENT 6 O MERIDIAN 2013 SUPPLEMENTAL SPECIFICATIONS DWGS W1 AND W2. J � BLDG ���' \\ - EXISTING CONCRETE CURB • U J I I Q 0 1 1/4 DOMESTIC WATER LINE PER CITY OF MERIDIAN REQUIREMENTS, z _J \ CONNECT TO EXISTING 10" WATER MAIN. - N PROPOSED LOT NUMBER \ STANDARD 4" SEWER SERVICE, TYPE A & D, PER ISPWC SD- W 3 O CONNECT TO EXISTING SEWER MAIN. z i i NOTE. THE SANITARY SEWER AND \\ ® CONNECT TO EXISTING STUB OUT Q DOMESTIC WATER SERVICES FOR LOT 1, p LLJ J BLOCK 1, WERE INSTALLED PREVIOUSLY. \ \ O SEWER SERVICE MARKER PER MERIDIAN SUPPLEMENTAL DWG SW3 Q CITY OF MERIDIAN SANITARY SEWER CONSTRUCTION NOTES CITY OF MERIDIAN DOMESTIC WATER NOTES �SSZoNALGr �. � 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 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 4.�1 S TE��p specifications referred to in General Construction Note No. 1. standards and specification 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 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 minimum of ten 10 feet. Where it is necessary for potable water main and non-potable water main to cross with less than eighteen 18 10 feet. Where it is necessary for potable water main and non-potable water main to cross with less than eighteen 18 inches of vertical separation, �/10/17 ( ) Y P P g ( ) ( ) Y P P 9 ( ) P a 9�� V inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water 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 OF g Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 430.02 of the Wastewater Rules (IDAPA 58.01.16). CHR,ISZ 3. The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. 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 Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical 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 separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 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 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 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. 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 seepage beds and drainage swales) swales). The pipe material used for sleeving must be impervious to contamination from petroleum products and must be approved by the Idaho 5. When cover over a sewer pipe is less than three (3) feet from the top of the pipe to subgrade or top of the pipe to natural ground, use Department of Environmental Quality. "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service lines and fittings. 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. O 6. The Contractor shall conduct an air pressure test and television inspection after all underground utilities have been installed. The Contractor 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 shall provide a videotape of the inspection prior to final acceptance of the sewer. Water Systems (IDAPA 58.01.08). m z w o O � w � CITY OF MERIDIAN GENERAL CONSTRUCTION NOTES G E N E R A L CON STRUCTI ON N 0 T E S O O 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION m City of Meridian Supplemental Specifications to the ISPWC, the requirements of the Ada County Highway District (ACHD) and/or the requirements AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or an on-site meeting with the City of 2. CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO BEGINNING WORK. C-/(( LIJ Meridian Project Inspector) prior to start of work. 3. PERMITS AND REQUIRED INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. E IDIAN - APPROVED FOR 3. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any 4. SITE WORK SHALL CONFORM TO CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. CONSTRUCTION LIJ c.J project without Twenty Four (24) hour prior notice. 5. THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL CALL DIG LINE 48 HOUR PRIOR TO 4. All material furnished on, or for, the project must meet the minimum requirements of the approving agencies. At the request of the CONSTRUCTION (342-1585). ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE COST OF THE CONTRACTOR. These plans and/or specifications have been reviewed for o N approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification 6. CONTRACTOR IS REQUIRED TO FILE ALL NOTICES OF INTENT AND NOTICES OF TERMINATION WITH THE ENVIRONMENTAL PROTECTION AGENCY AS REQUIRED. compliance with Meridian City Standards and Specifications. m z This review does not relieve the owner, engineer, or contractor requirements set forth in General Construction Note No. 1. 7. PAVEMENT MARKINGS DAMAGED OR OBLITERATED DURING CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. o m of the responsibility to design and/or construct those facilities w 5. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate 8. ALL TRAFFIC CONTROL, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE APPROPRIATE AGENCY FOR APPROVAL. in compliance with all current applicable federal, state and local Z z w base; (C) placing of concrete; (D) placing of asphalt paving. 9. THIS PLAN SET IS STRICTLY FOR SANITARY SEWER AND DOMESTIC WATER AND IS NOT INTENDED TO SERVE ANY OTHER PURPOSE. NO REPRESENTATION, NEITHER laws, rules, regulations, ordinances, development agreements, CD CD Q 6. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision IMPLICIT NOR EXPLICIT, IS MADE THAT THESE PLANS MEET REQUIREMENTS, STANDARDS, OR SPECIFICATIONS OTHER THAN UTILITY IMPROVEMENTS. specifications, orders or approvals, all of which the City retains o 0 0 shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in 10. THE PROPERTY BOUNDARY SHOWN ON THIS MAP IS BASED ON PREVIOUSLY RECORDED INFORMATION AND FIELD MEASUREMENTS; HOWEVER, NO PROPERTY the right to enforce. Inconsistencies not noted by City staff shall accordance with the DEQ/QLPE approved construction plans. PINS HAVE BEEN SET AND NO RECORD OF SURVEY HAS BEEN FILED. not be construed as approved unless specifically addressed 7. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 11. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN PUBLIC WORKS DEPT. ON SITE AT ALL TIMES. in writing by the City. Any proposed revision to these plans must SHEET 8. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be 12. ANY CHANGE FROM THESE PLANS SHALL BE APPROVED BY THE DESIGN ENGINEER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPT. be submitted for review and compliance with the Meridian City provided a street light map by the Meridian Public Works and Building Department, with the issuance of an Electrical Permit. Standards and Specifications before said revision is constructed. Name Date S D 1