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CC - Construction Drawings - Lift Station PlansPOLLARD SUBDIVISION PHASE 1 - LIFT STATION AND FORCE MAIN CONSTRUCTION PLANS MERIDIAN, IDAHO 0 75 150 300 450 Plan Scale DIGLINE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AN ALL AMAGES TO EXISTING UNDERGROUND UTILITIES. CONTACT INFORMATION OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 CONTACT: ZACH MEYERS PHONE: (208) 639-6939 PHONE: (208) 378-4000 FAX: (208) 639-6930 FAX: (208) 377-8962 CONTACT: DAVID ZUBIZARETA, P.E. EMAIL: zmeyers®brightoncorp.com JOE PACHNER, P.E. EMAIL: dzubizoreta®kmengllp.com joe®kmengllp.com ACHD COMPLIANCE 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: 1[wl 2 BENCHMARK POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION 101 00 728492.628 2434666.420 2529.523 5/8" REBAR 109 00 728572.955 2437186.545 2537.488 5/8" REBAR 110 00 729660.653 2434585.998 2528.545 5/8" REBAR 112 00 729633.138 2437195.095 2540.695 5/8" REBAR —CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION. — LEGAL DESCRIPTION A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SEC 21 TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN, MERIDIAN, IDAHO, 2020. INDEX OF DRAWINGS SHEET SHEET TITLE NO. C1.0 COVER SHEET C1.1 NOTES AND ACRONYMS SHEET DESCRIPTION xiir AIITV NAAD C5.0 SEWER IMPROVEMENT PLANS FORCE MAIN ALIGNMENT "A" PLAN AND PROFILE LIFT STATION SITE PLAN C5.1 SEWER IMPROVEMENT PLANS FORCE MAIN ALIGNMENT "A" PLAN AND PROFILE C5.2 SEWER IMPROVEMENT PLANS FORCE MAIN ALIGNMENT "A" PLAN AND PROFILE C5.3 SEWER IMPROVEMENT PLANS FORCE MAIN ALIGNMENT "B" PLAN AND PROFILE C5.4 SEWER IMPROVEMENT PLANS WET WELL AND VALVE VAULT PLAN AND SECTION .�� 00 Q7 Do Nyb� yvQ a m \CO. c d 00 ^ � SAP O� �`y0yo, J O O Mi Q O N ri d 0 ^ p i+f Z z z z z z o N > w 0 0 0 0 0 g LuF V V V V V O N V V V V V V W W W W W C W O a a a a a = a z_ Q LLJ U of 0 LL z Q z 0 Q 0 L/i = � 0 LL _ J I Z a Lu 0 Ln7 = Lu F— LU Lu N Lu 0 RAWING STA FOR AGENCY REVIEWI 1cm • ENGINEERS. SURVEYORS, PLANNERS 9�f� 5725 NORTH DISCOVERY WAY reslpn d Convtruadon lupplomoMal $peoltic44em HOISE, IDAHO 208) 63 3713 -693 PHONE (208)639-6939 1 • INFAX (208)639-6930 DESIGN BY: JNP ■ ` DRAWN BY: DMZ • t CHECKED BY: JNP DATE: 7/28/20 PROJECT: 19-030 SHEET NO. Nil • C1.0 Y� } U Z Lu Q 0 CITY OF MERIDIAN GENERAL NOTES STANDARD NOTES FOR REVISED 3/1/18 RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND COMMERCIAL PROJECTS WITH PUBLIC MAINS GENERAL CONSTRUCTION 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), MERIDIAN DESIGN STANDARDS, 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 THEE 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 OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO 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 THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE 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. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE FORCE MAIN VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. 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. 9. 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. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. WATER 1. NOT USED. 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. 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 SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) 5. SEWER FORCE MAIN FLUSHING AND TESTING SHALL BE PREFORMED PER ISPWC SECTION 505.3.3. 6. SEWER LIFT STATION START UP WILL BE CONDUCTED PER CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT SEWER LIFT STATION SPECIFICATIONS AND STANDARD DRAWINGS, SECTION 512D. 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. PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ASSET MANAGEMENT NOTES 1. CONTRACTOR SHALL ENTER RELEVANT INFORMATION FROM ALL EQUIPMENT WITH ASSET EQUIPMENT ID NUMBERS INTO THE ASSET MANAGEMENT SPREADSHEET PROVIDED BY THE CITY. INFORMATION TO BE ENTERED INCLUDES ASSET ID NUMBER MANUFACTURER NAME MODEL NUMBER SERIAL NUMBER MANUFACTURED DATE INSTALLED DATE AND ADDITIONAL INFORMATION SPECIFIC TO THE EQUIPMENT TYPE AS DESCRIBED ON THE SPREADSHEET. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SPREADSHEET IS FILLED OUT COMPLETELY AND ACCURATELY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT REQUIRED ASSET MANAGEMENT INFORMATION IS COLLECTED PRIOR TO INSTALLATION; THE TYPE AND NATURE OF INSTALLATION COULD LIMIT OR PREVENT COLLECTING SUCH INFORMATION. 3. CONTRACTOR SHALL PHOTOGRAPH NAMEPLATE AND TRANSMIT TO THE CITY WITH THE COMPLETED SPREADSHEET. THE PHOTOGRAPH MUST CLEARLY SHOW THE INFORMATION REQUESTED. 4. IF EQUIPMENT IS ADDED TO THE PROJECT NOT PREVIOUSLY ASSIGNED AN ASSET EQUIPMENT ID NUMBER ON THE DESIGN PLANS, THEN IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY SUCH EQUIPMENT AND ENSURE THAT IT IS ASSIGNED AN ID NUMBER IN COORDINATION WITH THE CITY AND ENTERED INTO THE SPREADSHEET. 5. THE COMPLETED SPREADSHEET AND PHOTOGRAPHS MUST BE SUBMITTED WITH CONTRACTOR'S APPLICATION REQUESTING PAYMENT ON THAT SPECIFIC EQUIPMENT. PAYMENT WILL NOT BE MADE UNTIL THE ASSET MANAGEMENT SPREADSHEET AND PHOTOGRAPHS ARE RECEIVED AND VERIFIED TO BE CORRECT BY THE CITY PROJECT MANAGER. 6. CONTRACTOR TO MEET WITH ASSET MANAGEMENT ON -SITE WHEN ALL ASSETS HAVE BEEN INSTALLED. ASSET MANAGEMENT WILL LABEL AND VERIFY WITH CONTRACTOR ALL ASSETS WERE INSTALLED PER PLAN. 7. ALL WORK AND MATERIALS REQUIRED TO COMPLETE THE ASSET MANAGEMENT REQUIREMENTS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO SEPARATE PAYMENT SHALL BE MADE BY THE CITY. MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS 1. CONTRACTOR SHALL AT ALL TIMES HAVE ON -SITE A COPY OF THE MOST -CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.ora 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR 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 SHALL NOT RELIEVE THE ONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (80% 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AN ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 5. 6. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 7. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 8. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 10. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 11. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 PERMIT. 12. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE ROUGH GRADING PLAN. 13. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY FROM ALL BUILDINGS. 14. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING CONSTRUCTION. 15. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST OF THE AGENCY AND/OR THE ENGINEER. GRADING NOTES 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA NT T P A D/ R ER N T RA AG 1 RO EM NT A I P CE N F CT NI G. .4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) BOISE REGIONAL OFFICE TO DETERMINE WHETHER THIS PROJECT WILL REQUIRE AN IDAHO POLLUTION DISCHARGE ELIMINATION SYSTEM (IPDES) PERMIT. THE CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM XCAVAT ON SHA L E F EE OF SEDIMENT D EBRIS EF RE IT EAV S THE SITE 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF -SITE. THE DEPTH OF STRIPPING COULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT. REMOVE AND DISPOSE OFF -SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS MATERIALS. 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED OFF -SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS -OF -WAY. 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. 6. OVER -EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING CONSTRUCTION. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. UTILITY NOTES 1 2. 3. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. ACHD NOTES 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 2. ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN THE DISTRICT'S RIGH -OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS GREATER. 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT 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 AND INSPECTION, REQUESTED THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO 'TOLERANCES' ALLOWED. 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE 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 MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE.MATCH LINE 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 DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. TRAFFIC CONTROL NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" FOR STREETS AND HIGHWAYS. 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ITEMS. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM THE EDGE OF THE TRAVEL WAY. 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED FOR PUBLIC SAFETY. 7. ALL CONTRACTORS WORKING WITH 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. B. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO ANY CONSTRUCTION. IRRIGATION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON -POTABLE PIPELINES (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE IRPDWS AND AS DETAILED IN SECTION 405 - NON -POTABLE WATER LINE SEPARATION AND ISPWC STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION FROM DEQ PRIOR TO ANY DEWATERING. 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC INSTALLATION OF PIPE BEDDING SHALL CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC STANDARD DRAWINGS SD-301 AND SD-302. 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF FINAL ACCEPTANCE. 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 400. TEST PRESSURE SHALL BE 150 PSI. 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45' PROVIDED THE PIPE BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. ACRONYMS o .� Gy CL N CO -CENTERLINE - CLEANOUT OHP -NORTHING - OVERHEAD POWER 2�' �p Q v CON N'S'6o J E -FASTING PC -POINT OF CURVATURE a iCp I a' c d ELEV EP FL - ELEVATION - EDGE OF PAVEMENT - FLOW LINE PI PS PT - PRESSURE IRRIGATION - PRESSURE SEWER - POINT OF TANGENCY v~i o 00 1 FLG - FLANGE R - STATION OFFSET RIGHT O GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE HP - HIGH POINT SO - STORM DRAIN INV - INVERT SDMH - STORM DRAIN MANHOLE ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP CONSTRUCTION SS - SANITARY SEWER L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ~ � N LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE ¢ N �:z z LIP - LIP OF GUTTER SW - SIDEWALK m a MA - MATCH EXISTING TBC - TOP BACK OF CURB MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE MW - MONITORING WELL LEGEND V) Z z z z z z ^ O N w g BOUNDARY LINE > W F 0 V 0 V 0 V 0 V 0 V O N OFFSITE BOUNDARY LINE V W V W V W V W V W V cy w O - - SETBACKS a a a a a = a - ROAD CENTERLINE LOT LINE LINE R/W R/W RIGHT-OF-WAY LINE O FOUND 1/2 INCH REBAR o z N m Qo FOUND 5/8 INCH REBAR FOUND BRASS CAP ® FOUND ALUMINUM CAP 0 CALCULATED POINT Z CQC PROPOSED IMPROVEMENTS G -5 5 5- SEWER LINE Lu U w w WATER LINE of so so STORMDRAIN LINE 0 ILL P1 P1 PRESSURE IRRIGATION LINE O SEWER MANHOLEwv z WATER VALVE < ® WATER METER 7- O N FIRE HYDRANT w w------ SINGLE WATER SERVICE Q O w w� DOUBLE WATER SERVICE F-- = z cJ')� Q O DRAINAGE ARROWS LL 0 u J Q EXISTING IMPROVEMENTS z Q s s s SANITARY SEWER LINE z W w w WATER LINE Q c c c GAS LINE Q Lu Oa Oa OVERHEAD POWER LINE a W O ci Gi GRAVITY IRRIGATION LINE z z ®S SEWER MANHOLE Q wv WATER VALVE ® WATER METER / FIRE HYDRANT 0 co POWER POLE m POWER BOX EP EDGE OF PAVEMENT 0 EG EG EDGE OF GRAVEL Q J J 0 TREE DECIDUOUS O d _2645 - - EXISTING GRADE CONTOUR DRAWING STATUS: FOR AGENCY REVIEW I lam ENGINEERS. SURVEYORS. PLANNERS 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 FAX (208) 639-6930 DESIGN BY: JNP DRAWN BY: DMZ CHECKED BY: JNP DATE: 7/28/20 PROJECT: 19-030 SHEET NO. C1.1 W W V N'4 o 0 a EMERGENCY GENERATOR PAD I. I Ia INSTALL 16' WIDE SLIDING GATE VALVE VAULT WET WELL GRAVITY SEWER ALIGNMENT A, SEE POLLARD SUBDIVISION PHASE 1 ROADWAY AND UTILITIES PLANS, SHEET C5.0. CONTROL PANEL N 0 0 � o �O 6' TALL CHAIN LINK FENCE WITH BOTTOM LOCK PRIVACY SLATS OR APPROVED EQUAL. o CONSULT CITY OF MERIDIAN FOR COLOR. I INSTALL 3' WIDE GATE I10 I I INSTALL 16' WIDE o FENCE GATE - Io f I l � _ I42.00'F I6"PI 6"PI 6"PI 6"PI 6-Pi 6"PI o LIFT STATION SITE PLAN — CALE 1" = 10' I / '...,� GRAVITY SEWER ALIGNMENT A, 1 6"PI-SEE POLLARD SUBDIVISION 6"PI 6"P 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6' - "PI 6"PI —POINT OF FORCE MAIN s"PI """"" sPI 6PI 6 PI 6PI 6PI 6PI �p 1 ROADWAY AND ,:., .;,,• ...... ....: •.. ,,.,.. ::- .. :.. ,.,,... _ -- ut .0-.. ..REVERSE CURVATURE o UTILITIES PLANS, SHEET C5.0. STA:8+30.58 U a'W 1-4" MJ LONG — •• 6"W � `- - 12"END FORCE - MAIN CURVE ' RADIUS 45' ELBOW _ W. WAVERTON DR. "5+00 " 3 m m STA:8+429+ J a's STA:1+09.93 - 2+00 3+00 +00 ace 8% 00 7+ - _ _ _ 8}� - 9+00 10+0 11+00 12 w t0111 4Y5 31.3 _m 1-4° MJ LONG CURVE BEGIN FORCE MAIN CUE STA:7+35.84 1 $ • • `J T FG =RADIUS 45' ELBOW "' STA:1+42.13 1 r.,. r..; . BEGIN FORCE MAIN CURVE y END FORCE MAIN CURVE � T, 31.33 STA:7+42.82 STA:8+18.33 w � 2 FG � �Lu 1�1 n FORCE MAIN ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" - 50, Profile Vertical Scale: 1" = 5' 754..5 2.ri4.1i M 2540 0 U- o a 2540 n n O 0o'0 00 r, 00 2535 N N 2535 0 UNO_Z FINISHED ND GROU A— __ — — — — — - — — — — _ _ — — 2530 ---------- -I— — — — — — — — — — 7-- 2530 _ _ _ EXISTING GROUND 9.68of PVC ® 0.20 COUPLING TO 45' ELBOW 12 SO 1 8" W 2525 31.95' of 4" PVC ® 0.20% 5' ELBOW TO 5' ELBOW 2525 18.OV f 4" PVC ® 0.207 CO#1 TO BE ND 53 of 4" PVC ®0.20% BEN TO WYE 1 8" W 6.98' of 4" P/C 0 0.20% R1 0' BEND 12.26' of 4" VC 0 0.20. .67' 100' BEND �4" FORCE MAIN CONNECTION TO VALVE VAULT 575.70' f 4" PVC ® 0. 0% 45' ELBOW TO CO #1 75.50' 0 4" PVC ® 0. EXISTING GROUND 0% BEND TO B CENTERLINE NO OF SEWER PIPE ALIGNMENT 12.26' of 4" P C 0 0.20% R1 0' BEND 2520 INV:2523.56 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 O n NN 00 N n N mO O0 n N n n n n 0 n N 0N0 ONN N mN NN N N C5 O n n N N of 0 O 10 N n N N N N! N N NV O M N N N LO NLO N m O N n NN N n ^ N n N NN N LO Oq N n N NN N N 00 N n Nn N� N 00 N n NNO N 00 n N N N NN O N N n n NN N n Nn X) N NN INOn nn N n n N NN N N B n n n n N N N n n NN N N r n anN N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER FORCE MAIN ALIGNMENT CENTERLINE. C. CONTRACTOR IS RESPONSIBLE FOR RESTORING FORCE MAIN TRENCH SURFACE TO EXISTING CONDITIONS. FOR ASPHALT REPLACEMENT REFER TO NOTE 3 OF FORCE MAIN TRENCH DETAIL, SHEET C5.2. D. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGE OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. E. SEWER FORCE MAIN PIPE SHALL BE 4" PVC C900 CLASS 200 WITH PUSH -ON JOINTS. KEYNOTES 1. MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION (18"V/10'H) PER CITY OF MERIDIAN REQUIREMENTS. SEE IRRIGATION NOTE 3 SHEET C1.1 FOR ADDITIONAL NFORMATION. 2. CONNECT TO VALVE VAULT PER DETAIL, SHEET C5.4. 3. INSTALL DUAL CLEANOUT PER DETAIL, SHEET C5.2. �R 0 d� 7 00C14 .1 Nyb� yvQ a m \CO- c d 00 ^ A`' 2 s S'lQ' �Ccr vyO, , H � N N N N Q N N ri d N N „�„ t^ o m a� N z o p w w w w w to w 0 0 0 0 0 2 s F o 0 0 0 0 o Lu N V V V V V U w w w w wCy O a a a a a a z W U Of 0 ILL 0 LLJ z J Q LL N O z za O Qo z Q 0 z Q Q LLI a CL LLD 2Q� to J z j z Q O z o N �zQ w J LL z "' Q o �Lu � (/') (/) U Q O 0 m LL a J J O d DRAWING STATUS: FOR AGENCY REVIEW lam ENGINEERS. SURVEYORS. PLANNERS 5726 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 FAX (208) 639-6930 DESIGN BY: JNP DRAWN BY: DMZ CHECKED BY: JNP DATE: 7/28/20 PROJECT: 19-030 SHEET NO. C5.0 W Lu t SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER FORCE MAIN ALIGNMENT CENTERLINE. C. CONTRACTOR IS RESPONSIBLE FOR RESTORING FORCE MAIN TRENCH SURFACE TO EXISTING CONDITIONS. FOR ASPHALT REPLACEMENT REFER TO NOTE 3 OF FORCE MAIN TRENCH DETAIL, SHEET C5.2. D. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGE OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. E. SEWER FORCE MAIN PIPE SHALL BE 4" PVC C900 CLASS 200 WITH PUSH -ON JOINTS. KEYNOTES t VERTICAL AND HORIZONTAL /NON -POTABLE MAIN LINE SEPARATION 0'H) PER CITY OF MERIDIAN REQUIREMENTS. SEE ON NOTE 3 SHEET C1.1 FOR ADDITIONAL TION. 2. INSTALL DUAL CLEANOUT PER DETAIL, SHEET C5.2. �R 0 d� 00 Nyb� yvQ 00 r ,t=v 2 �`y0yo, J H � N N Q N� ri z N N N N Z z z z z z ^ O ^ N > w 0 0 0 0 0 g W F U U U U U 0 N V V V V V U W W W W W o W O a a a a a = a Q T 6 PI 6"PI 6"PI 6"PI -6"PI 6'PI 6"PI 6"PI 6"PI 6"PI 6"PI T 1-4" 45• WE 6"PI 6"PI 6"PI 6"PI 6'PI 6'PI 6"PI 6"PI 6'PI 6'PI 6"PI 6'PI 6'PI 6"PI n D 0 2-4' PLUG VALVES o STA:13+77.50_ 2'w iz w ., _ _12:w " ^I ILL W. WAVER ON DR. _ • BEGIN FORCE MAIN CURVE ^ m STA:22+77.08 ` Q W _ ` , 0 13+C m T - _ �4+�40ps o� � , +QQ , 6+00 - - - ; 7+GQ - 2 - , 6+QQ m - ; 9+D� - - - � - - - - 2 +QQ 21+0G 2+QQ J 1 ,YS- - - -< . r a Q LL _ . � zOf Lrim Q LIGNMENT p Q o FORCE MAIN AB, , O I ; SEE SHEET C5.3 r p zQ c� ILL LU Q J Lu = FORCE MAIN ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 9..n 9,:-).5n N 2545 0 9 0 2545 N � o to10 n FINISHED GROUND 2540 N�N N M> Kz 2540 o UV EXISTING GROUND J 2535 2535 1 2530 2530 1-4" 45' WYE 2-4" PLUG VALVES INV:2526.12 530.81' of 4" PVC ® .43% CO #2 T BEND 2525 2525 368.52' of 4" PVC ® 0. 3% WYE TO CO #2 1� EXISTING GROUIND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 FINISH GRO F ND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 :[] M r o m M v I� v r M� ^ ^ QO � N ^ u QO M W M 'p � m N N � W r m y 7 m r � O^ m M <p r W N M a r�i M a 'o M :ri M M :ri N) o Ln M M 0 Ln M M 0 M M <o M <o <o M ri M ri M r M r M M W ao M M 00 oo M M 00 ao M N) of ad M M Oi M M m Oi M N) o Oi M't o o a't 0 o � 6 a N M N N M N N N M N N M N N N N N N N N M N N M N N M I N N M In N N M N N N N N N N N Lo N N N N N N N N N N N N N N N a N N N 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 i z r-1 Q O w Lu zcn 2 w J a 2i °c z z Lu O �Lu � U Q O L,_ m N 0 a J J a - DRAWING STATUS: FOR AGENCY REVIEW lam ENGINEERS. SURVEYORS. PLANNERS 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 FAX (208) 639-6930 DESIGN BY: JNP DRAWN BY: DMZ CHECKED BY: JNP DATE: 7/28/20 PROJECT: 19-030 SHEET NO. C5.1 Lu Lu �i E FORCE MAIN POINT OF REVERSE CURVATURE STA:25+02.19 FORCE MAIN CURVE 6+37.80 1-4" MJ LONG RADIUS 45' ELBOW STA:27+17.99 d N I O cI 6"PI MJ LONG 3 22.5' ELBOW V+96.88 1-4" MJ LONG X RADIUS 45' ELBOW '-f� STA:28+71.19 CONNECT TO EXISTING FAIRBOURNE SUBDIVISION NO. 2 SANITARY SEWER CLEANOUT FORCE MAIN ALIGNMENT "A" PLAN AND PROFILE 0 50 100 ISO 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 9.171.55 2555 M 2550 N x Zg Zv 2550 o O o O To 0 00L vC o p M 3 7 0 O 2545 o�N oo� + V M 100 a�^NM LLcoMN- ,o + a N x 2545 FINISHED GROUND M N N N = N N z =O a > ONof Z O az z yv) i 2540 — — — — — _ 2540 EXISTING GROUND — — — - 12" SO 2535 s W1 2535 11.08 of 4 PVC 0 0.45% CONNECT TO EXISTIP 135.40' of 4" PVC ® 0.43% 4 ELBOW TO MA HOLE FAIRBOURNE SUBDIVI 225.14' of 4" VC 0 0.43% 258.50' BEND R281.5 ' BEND NO. 2 CLEANOUT 152.71' of 4' PVC 0 0.43% 2530 59.02' of 4 PVC 0 0.43% BEND TO 22.5 ELBOW 45' ELBOW TO 45' ELBOW 2530 11.9 ' of 4" PVC 0 0.43% 22.5' El BOW TO CO #3 40.95' of 8" PVC 0 0.40% 8.73' of 4" P C 0 0.43% CC #3 TO 45' ELI IOW EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2525 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2525 uJ M o� Ol u) 11� M o0 M N 0� N M Q r O M �0 M N O O m � O r u1 O t0 a Lo a Ln - Lo a N a I a Lo o o o a ul o „°' I N o „°'� ul o o o NN N N N N N N N N N N M N N ul Lo N N u) u] N N N N N N N N N N 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 G 31ON RESTORE GROUND SURFACE TO EXISTING GRADES AND ELEVATIONS. I- 1L ill BACKSLOPE AS SPECIFIED TO CONFORM TO O.S.H.A. REGULATIONS TRENCH BACKFILL INSTALL LOCATOR WIRE PER ISPWC SECTION 401 TYPICAL EACH PIPE. IMPORTED TYPE I BEDDING MATERIAL FOUNDATION STABILIZATION MATERIAL WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION 4" FORCE MAI 6" MINIMUM 95% OF OVER ROCK AASHTO T-99 1 ** 24" MINIMUM WHEN BACKFILL CONSISTS OF FRACTURED ROCK. ROCK BACKFILL MUST BE 24" VERTICAL TRENCH WALLS OR LESS IN DIAMETER. WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS INSTALL LOCATING TAPE 18" TO 24" ABOVE CROWN OF PIPE DURING BACKFILL. TAPE SHALL BE PRINTED 92% OF WITH THE WORDS "RAW SEWAGE", "BIOHAZARD", AASHTO T-99 OR APPROVED EQUAL. E �n NOTES: io: 1. FORCE MAIN SHALL HAVE 48" MIN. OF COVER AS MEASURED FROM FINISH SURFACE TO TOP OF PIPE. 12" P. 2. CONTRACTOR SHALL MAINTAIN AT LEAST 2' SEPARATION FROM OUTER TRENCH WALL TO 12„ POWER POLES. IF 2' SEPARATION CANNOT BE n'P• MAINTAINED CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY ON THE SUPPORT REQUIRED FOR UTILITY POLES. 3. CONTRACTOR SHALL SAWCUT AND REPLACE ASPHALT PAVEMENT PER ISPWC STANDARD N DRAWINGS SD-301 AND SD-303 WHEN ASPHALT CANNOT BE AVOIDED DURING TRENCHING OPERATIONS. 4. BACKFILL TRENCH PER ISPWC SECTION 306. SEWER FORCE MAIN TRENCH DETAIL NTS SHEET NOTES �,6R d� A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. 0 co Nyb� yvQ B. STATIONING BASED ON SEWER FORCE MAIN ALIGNMENT CENTERLINE. W� �- �C c d C. CONTRACTOR IS RESPONSIBLE FOR RESTORING FORCE MAIN TRENCH SURFACE TO EXISTING CONDITIONS. FOR a v� L 00 2 s� SSP ASPHALT REPLACEMENT REFER TO NOTE 3 OF FORCE MAIN TRENCH DETAIL, THIS SHEET D. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGE OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. E. SEWER FORCE MAIN PIPE SHALL BE 4" PVC C900 CLASS 200 WITH PUSH -ON JOINTS. ¢ 0 o 0 0 ry O N N N KEYNOTES AINTAIN VERTICAL AND HORIZONTAL TABLE/NON-POTABLE MAIN LINE SEPARATION 8"V/10'H) PER CITY OF MERIDIAN REQUIREMENTS. SEE 1NIRRIGATION NOTE 3 SHEET C1.1 FOR ADDITIONAL FORMATION. z 1:2 1:2 1:2 1:2 1 o w w w w w w 2. INSTALL DUAL CLEANOUT PER DETAIL, THIS SHEET. 2 2 2 w w o g 3. SSMH #FMA-1 SHALL BE PROTECTED FROM CORROSION Lu o 0 0 0 Ov WITH THE APPLICATION OF 250 MIL MINIMUM THICKNESS oC _ 'u 'u 'u c'.i 'u SPRAYROQ LINER OR APPROVED EQUAL. USE LINK SEAL w w w w w � w FOR PRESSURE PIPE PENETRATION. INSTALL WAGER CO. a a a a a MODEL 1800 ODOR CONTROL CANISTER. MODIFY LID AS m NEEDED. 4" 4" THRUST BLOCK ANCHOR + STRAP (TYPICAL) EXISTING GROUND STD MANHOLE �ECTION A —A FRAME AND LID WITHOUT VENT HOLES NOT TO SCALE INSTALL 1/4" NPT TAP 4•� WITH VALVE AND CAP. BLIND FLANGE ALL PARTS TO BE STAINLESS STEEL. BACKFILL WITH DRAIN ROCK 24"0 x 2' RCP- • I •� FI •I 1� STANDPIPE ♦ - `�`�Yr`r`r`i ♦ yyy yii ICI I I I I •=1�I I I •iFI I I •-1 I ICI • ------- 4" SPOOL J THRUST BLOCK ANCHOR STRAP (TYPICAL) FLANGED SWEEP ELBOW. LL, •- - 4RD 4" OR 8" -FLxMJ D ADAPTER THRUST BLOCKS IN ACCORDANCE WITH 4" WYE (FLxFLxFL) ISPWC STD DWG SD-403 SEWER FORCE MAIN - DOUBLE CLEANOUT NTS z_ Q LLI U Of O LL. 0 z z O QO Ln = L 0 LL _ J Z Lu L� = Lu d Z O m a J a— LL J LL N 0 za ao � z a a zz Z J CLU a G Q Lu = Oz 0w az J Lu z Q Lu w (/) U 0 LL RAWING STA FOR AGENCY REVIEW I ENGINEERS. SURVEYORS. PLANNERS 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 FAX (208) 639-6930 DESIGN BY: JNP DRAWN BY: DMZ CHECKED BY: JNP DATE: 7/28/20 PROJECT: 19-030 SHEET NO. C5.2 Lu Lu m o0 0 m� I IfIll 8"PI 8"PI 8"PI 8"PI 8"PI B"PI 8"PI 8"PI 8"PI , •Y m f N. RUSTIC OAR WAY- ? -1-4" PLUG AND THRUST BLOCK .1-4" MJ LONG RADIUS 45- ELBOW END FORCE MAIN CURVE - - END FORCE MAIN CURVE— STA:9+48.95 _ -STA:1+15.01 4 - —fig--pp-4"--py�-®--58..57 - - - STA:5+03.12 - STA:7+21.44 ~ a ES 8's -a'S 8 -8 8-s 8+00 9+00 - - - - - _ - - - - - _ _� _ - - -r • - 6}00- - - - - - - 4 - - - - PS 2+00 3 ~ 3+06 4+00 + 4"PS _ _ _ ♦'P$ 4"PS 4"Ps - - - - - - - - - - - - _ e •... N x • ..:c: •, . . ,;. .. •. ,...:.: ' : - .. .,. : ......::. .... .• -. - ., - I BEGIN :. ' _ ;.,, 1-4" 45' WYE 1-4" AIR RELEASE/VACUUM VALVE .' ■ ■ ■ '. -BEGIN FORCE MAIN CURVE FORCE MAIN CURVE STA:7+06.68 2-4" PLUG VALVES STA:2+18.91 STA:4+84.34 < STA:1 +00.00 y z - z s FORCE MAIN ALIGNMENT A, & j a SEE SHEET C5.1 FORCE MAIN ALIGNMENT "B" PLAN AND PROFILE 0 so 100 150 Plan/Profile Scale: 1" = 50' 9545 0 5 10 15 Profile Vertical Scale: 1" = 5' a 8 N 03 J z 0 z 2 v 7ri45 M 0 �W 0 o � 2540 WO 0, m 2540 W}r N o N N N > arn�? FINISHED GROUND 2535 — — 2535 25301 12 SD A I----� ---- � -- — 2530 14.76' of PVC 0 1.24 � TO 4, ELBOW 12 SD 12" D JWYE EXISTING GROUND 2" GI 103.64' of 4' PVC 0 1.247 2525 45' ELBOW TO AIR RELEASE 2525 1-4" 45' WYE 265.37' of 4" IVC 0 0.56% 18.2 ' of 4" PVC 0 0.56% 2-4" PLUG VALVES AIR REL SE TO BEND R400 BEND 202.80' of 4" PVC 0 0.567 14.27' of 4" PVC 0 0.56% INV:2526.12 END TO BEND R400' BEND 227.15' of 4" PVC 0 .567 1-4" WATERTIGHT PLUG EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 8" S BEND TO PLUG 1-THRU3T BLOCK 2520 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT INV:2527.11 2520 N M 00 m O N O r to N ' Q O M � N N N O N N r M l0 n O r f0 m O co O 7 1� ^ N t0 �..� t0 O M Q M Q N M M N M M N N In M Q N M Lo M M N r•7 a In r7 N M M M N M M M 11 M M of N N M o N M IM Oi M N Oi N N M o M In O .'1 M M M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 SHEET NOTES �,6R d� A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. 0 �W�7 00 Nyb� yvQ B. STATIONING BASED ON SEWER FORCE MAIN ALIGNMENT CENTERLINE. C. CONTRACTOR IS RESPONSIBLE FOR RESTORING FORCE MAIN TRENCH SURFACE TO EXISTING CONDITIONS. FOR a v. 0 `� 00 2 J'� SSQ' ASPHALT REPLACEMENT REFER TO NOTE 3 OF FORCE ,pad JO MAIN TRENCH DETAIL, SHEET C5.2. D. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGE OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. ry O N N N E. SEWER FORCE MAIN PIPE SHALL BE 4" PVC C900 CLASS ¢ 0 0 200 WITH PUSH -ON JOINTS. KEYNOTES RIZONTAL N VERTICAMTHRUST E/NON-POIN LINE SEPARATION 0'H) PERMERIDIAN REQUIREMENTS. SEE ON NOTE C1.1 FOR ADDITIONAL ION.z MINSTALLWATERTIGHT �, o 2 WATERTIGWITH THRUST BLOCK AND w w w w w PER ISP12. MARKER SHALL BE PLACEwST o 0 0 0 00. OF CAPE OFFSET NOTED ON THE w TRACER ALL BE EXTENDED TO MARK oC 'u w 'u w 'u w c'.i w 'u w v o 3. INSTALL AIR RELEASE/VACUUM VALVE PER ISPWC a ID ID ID ID SD-513. m 4. INSTALL 4" LATERAL TO 8" SADDLE. z G W U O LL 0 Lu Z J Q L.L N O z z� O ao � J z Q O Q 2 z Q OLLJ a W — G m J W = i z > F r-1 Q O w Lu zcn 2 w J z z Lua O �� Lu O 0 u_ m 0 a J J O d DRAWING STATUS: FOR AGENCY REVIEW lam ENGINEERS. SURVEYORS. PLANNERS 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 FAX (208) 639-6930 DESIGN BY: JNP DRAWN BY: DMZ CHECKED BY: JNP DATE: 7/28/20 PROJECT: 19-030 SHEET NO. C5.3 LJ."1 LJ."1 Q t N 0 5 10 20 30 Plan Scale ALARMS AND TELEMETRY LOCKABLE DOUBLE DOOR LIFT STATION DATA ALUMINUM HATCH AND FRAME 42"x60" MIN. WITH FALL DUPLEX LIFT STATION WITH CONCRETE SUMP, LIFT OUT PUMPS AND PROTECTION SAFETY GRATE. SEPARATE VALVE VAULT. LOCATE HINGES ON THE EAST AND WEST. 1. AMPERAGE FOR BREAKERS TO BE DETERMINED UPON THE RECOMMENDATION OF THE MANUFACTURER OF THE LIFT STATION. E�2111.12 2. PRIMARY SERVICE TO JUNCTION BOX PER ELECTRICAL ENGINEER. 3. ALL THRUST BLOCKING FOR THE FORCE MAIN SHALL BE PLACED II -I IN ACCORDANCE WITH SD-403 OF THE IDAHO STANDARDS FOR ELECRICAL PUBLIC WORKS CONSTRUCTION. JUNCTION Box 4. CONTRACTOR TO PROVIDE INSTALLATION COMPLETE WITH CONTROL 4 CONNECTIONS AND PEDESTAL. SUSPENSION POINT FOR ALL EQUIPMENT SHALL BE DIRECTLY ABOVE POINT OF OPERATION AND ACCESSIBLE FROM ACCESS HATCH. 6' DIA. PRECAST MANHOLE INSTALL T-LOCK LINER OR APPROVED EQUAL 1. INSTALL A SCHNEIDER LIFT STATION CONTROLLER AND RADIO. INSTALLATION OF THE CONTROLLER AND RADIO SHALL BE DONE BY THE CONTRACTOR AND COORDINATED WITH THE CITY OF MERIDIAN. 2. THE ALARM AND TELEMETRY SYSTEM WILL BE REQUIRED TO COMMUNICATE FAILED FUNCTIONS AT THE LIFT STATION TO THE UTILITY MAINTENANCE BUILDING LOCATED AT -------------. 3. THE CONTRACTOR INSTALLING THE LIFT STATION SHALL BE RESPONSIBLE FOR PROVIDING EQUIPMENT AS SPECIFIED BELOW: A.MDS RADIO (MANUFACTURED BY MICROWAVE DATA SYSTEMS) MODEL 9710 B. ENCLOSURE RATED NEMA 4 TO MOUNT AND CONTAIN ALL COMPONENTS. C. AN UNINTERRUPTED POWER SOURCE (UPS) SHALL BE PROVIDED TO BACKUP UP THE ALARM AND TELEMETRY SYSTEM IN CASE OF POWER FAILURE. 4. APPROVAL IS AT THE SOLE OPTION OF THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. THE ALARM AND TELEMETRY SYSTEM MUST BE PROVEN TO FUNCTION AS REQUIRED AFTER INSTALLATION AND BEFORE FINAL ACCEPTANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS OF INSTALLATION AND START-UP OF THE ALARM AND TELEMETRY SYSTEM. 0 1 I^ B°w a"w B.w s"w s w I ml I < II \ W. WAVERTON :S)- 8"s S 8 I 8,6s�6•s � I o I 1 o N _ LIFT STATIC INTERMOUNTAIN GAS VALVE VAULT 16' SLIDING SE( METER FOR EMERGENCY - 1 I GENERATOR SERVICE ^ I �, GATE EQUIPMEt +/ SLSI BSC .a SANITARY SEWER MANHOLE. a �! x-max SEE POLLARD SUBDIVISION d PHASE 1 ROADWAY AND UTILITIES PLANS, SHEET " 2 C5.0-05.7 FOR DETAILS a 3.0' 6' TALL C II 13.0' 3'0 WITH BOTT( - 1 EMERGENCY d SLATS OR i I GENERATOR PAD 7 CONSULT II I I LIGHTPOLE WITH CAPPED 2" A PHOTOCELL CONDUIT SANITARY I I II SEWER LIFT STATION 'i` CAPPED 4" FL, LINE TO FUTUF IOWA FROST FREE e"s CONTROL BUILI 1 /I HYDRANT WITH 2' X 2' CONCRETE PAD WATER SERVICE PER CITY � OF MERIDIAN SUPPLEMENTAL 0 SPECIFICATIONS STANDARD DRAWINGS W1 AND W2 AND ELE REDUCED PRESSURE `O ° J EQUIPME BACKFLOW ASSEMBLY w w CONTR01 I x Un 0 INSTALL WATER METER PER SUEZ REQUIREMENTS I I m � It T3' WIDE SINGLE Ec Ec Ec LEAF SECURITY GATE EQUIPMENT t _ N 0. SLS18SCG0001 m � � 0 i� G o 0 0 a k 42.00' GRAVEL ACCESS ROAD: 10" a 50.00' OF J" (TYPE 1) AGGREGATE 16' WIDE DOUBLE 6"PI 6"PI 6 PI 6" ( BASE PER CITY OF MERIDIAN LEAF SECURITY GRAVEL WITHIN FENCE: 6" OF SUPPLEMENTAL STANDARD GATE EQUIPMENT TYPE 1 DRAWINGS, DETAIL G2 N0. SLSI8SCG0002 SHAPE, COMPACT, AGGREGATE I I I PA T, AND SLOPE II III I m A MINIMUM OF 2% AWAY FROM WET WELL, VALVE VAULT, AND FLOWMETER ACCESS 6" PVC STILLING WELL PERFORATED ABOVE HIGH WATER LEVEL LIFTING CHAIN COAL TAR EPDXY OUTSIDE OF WET WELL (2 COATS) APPROXIMATE SEASONAL = GROUND WATER ELEV = 2517.5t 1 INFLOW 8" INV. EL. 2509.29 EQUIP PUMPS WITH LIFTING HANDLE FOR EXTRACTION r� 6" PVC STILLING WELL PERFORATED ABOVE HIGH WATER LEVEL 12" FLANGE -►I =Now"■ SEWER FORCE MAIN. SHEETS C5.0-05.3 FOR DETAILS KEY WET WELL INTO BASE. SEAL BY GROUTING IN PLACE. INSTALL 4" SCHEDULE 40, S.S. J-VENT AND WAGER COMPANY MODEL 1800 ODOR CONTROL 2" 0 SCHEDULE 40, SEWER CANISTER. POSITION ARM RIGID PVC CONDUIT WITH AWAY FROM ACCESS HATCH DOOR LONG RADIUS ELBOWS. 4"0 SCHEDULE 80 PVC \ /DRAIN PIPE WITH "P" TRAP. "I -III PRE -CAST VALVE VAULT 5.0't 10 4 12 13 12" MIN. 2% SLOPE INSTALL 4" ,J-VENT AND COMPANY MODELDULE 18004ODORSCONTROL SEWERAGER CANISTER. EQUIPMENT LIST POSITION ARM AWAY FROM ACCESS HATCH DOOR. ALL FITTINGS ARE AWWA C110 DUCTILE IRON UNLESS OTHERWISE NOTED. ALL DUCTILE IRON PIPE ARE AWWA C151 DUCTILE IRON UNLESS LOCKABLE DOUBLE -DOOR OTHERWISE NOTED. MATERIALS AND WORKMANSHIP SHALL CONFORM TO ISPWC SECTION 505 FOR PRESSURE SEWERS. 20 ALUMINUM HATCH U.S. FOUNDRY THD H-20 3' x 3' LOCATE TO ALLOW O1 8" PVC GRAVITY SEWER INLET PIPE. 20 4" D.I. RISER W/ BAUER CONNECTOR AT SURFACE. CLEAR VERTICAL ACCESS TO VALVE OPERATORS EL. 2531. 2 BASE, AS PROVIDED BY PUMP MANUFACTURER, ANCHOR BASE TO WET WELL PER MANUFACTURER RECOMMENDATION. 21 WET WELL TO BE SEALED USING T-LOCK LINER. EL. 2531.12 2 3 SUBMERSIBLE PUMP(S) VAUGHAN MODEL S3P SEAL JOINTS WITH RAMNEK GASKET OR APPROVED EQUAL. - EQUIPMENT NO. SLS18PMP0001 & SLS18PMP0002 22 ALL JOINTS MUST BE 100% WATER TIGHT. 23 Ilg III \ KOR-N-SEAL AT PIPE PENETRATIONS. 23 4" - D.I. SPOOL FL x FL 2" 0 CONDUIT I TO CONTROL PEDESTAL O S.S. GUIDE RAIL (ONE PER PUMP), AS RECOMMENDED BY PUMP 24 KPSI MODEL 750 SUBMERSIBLE PRESSURE TRANSDUCER RATED FOR 15 PSI TO COMMUNICATE WITH STATION 14 15 4 LOCATING WIRE MANUFACTURER. CONTROLLER. EQUIPMENT NO. SLS18TDR0001 9 11 33 \ 4" - D.I. 90' LONG RADIUS ELBOW FL x FL 25 18" - 4" D.I. SPOOL FL x FL 16 19 O7 4" - D.I. SPOOL FL x FL PROVIDE MANUAL HIGH/LOW WATER LEVEL ALARMS PER THE OUTFLOW CITY OF MERIDIAN. PROVIDE SHOP DRAWING TO ENGINEER EL. 2523.56 OS S.S. SPOOL SUPPORTS. PRIOR TO INSTALLATION. INSTALL A HIGH LEVEL FLOAT S.S. PIPE 25 26 PROGRAMMED TO RUN APPLICABLE VFD'S WITH A LOW LEVEL FLOAT SHUTOFF. FLOATS MUST BE A SINGLE SUPPORT EL. 2521.56 9 4" X 4" - D.I. 90' RADIUS ELBOW FL x FL ASSEMBLY THAT CAN BE COMPLETELY REMOVED BY AN OPERATOR AND TESTED ON THE GROUND AS NECESSARY. 6' OF 4" - D.I. SPOOL PE X FL (ADJUST LENGTH FLOAT ASSEMBLY SHALL BE CONERY LIQUID LEVEL CONTROL N 10 AS NECESSARY TO MAINTAIN ENOUGH CLEARANCE FLOAT CABLE ANCHOR KIT #AKR-10-4 BY KING PUMPS. FOR INSTALLATION) S.S. BALL VALVE EQUIPMENT NO. SLSI8VAL0008, 11.3 FLOW METER (BADGER METER M-SERIES MODEL M2000, OR 27 90- ELBOW, SADDLE, AND CAP APPROVED EQUAL). PROVIDE 4" D.I. SPOOL THE LENGTH 12" MIN. TYPE -I 11 OF THE FLOW METER FOR USE DURING FLOW METER AGGREGATE ISPWC SECTION MAINTENANCE 28 EXTEND GRAVITY SEWER PINTO WET WELL. 4" DR-PVC1 802, COMPACT TO 95% P-TRAP ASTM D-698 12 4" - CHECK VALVE FL X FL. (CLOW KEN -FLEX MODEL 29 4" - CHECK VALVE FL X FL. (CLOW KEN -FLEX MODEL TYPE B FEMALE PLUG ACRONYMS 6"0 TYPE B MALE x 150# ASA FLANGE I D.I. - DUCTILE IRON 6" TO 4" DIAMETER FL - FLANGE 4" - D.I. 90° LONG PE - PIPE END I SCH. - SCHEDULE RADIUS ELBOW FL x FL S.S. - STAINLESS STEEL 8 = � n KOR DN PSEAL DIA. I I12" MIN. TYPE -I AGGREGATE ISPWC SECTION 802, COMPACT WET WELL AND VAULT PROFILE - SECTION A -A TO 95% ASTM D-698 ,4" DR-PVC1 l 4" RUBBER DUCKBILL TIDEFLEX CHECK VALVE N.T.S. LEVEL CONTROL SETTINGS INITIAL BUILDOUT EL. 2508.79 HIGH WATER ALARM EL. 2508.20 LAG PUMP ON EL. 2507.95 LEAD PUMP ON EL. 2507.29 LEAD/LAG OFF EL. 2507.04 SHUTOFF/LOW WATER ALARM LIFT STATION EQUIPMENT ULTIMATE BUILDOUT EL. 2508.79 HIGH WATER ALARM EL. 2508.54 LAG PUMP ON EL. 2508.29 LEAD PUMP ON EL. 2507.29 LEAD/LAG OFF EL. 2507.04 SHUTOFF/LOW WATER ALARM 1. SEE ELECTRICAL PLANS FOR MOTOR AND ELECTRICAL CONTROL EQUIPMENT. SEE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT "SEWER LIFT STATION SPECIFICATIONS AND STANDARD DRAWINGS" FOR ADDITIONAL REQUIREMENTS. 2. INSTALL AUTOMATIC TRANSFER SWITCH (KOHLER POWER SYSTEMS MODEL #KEP-DMTC-010OS-MM, 100A, 48OV, SERVICE ENTRANCE RATED, NEMA 3R, OR APPROVED EQUAL) TO CONNECT TO A PORTABLE SECONDARY POWER SOURCE. INSTALL A DISCONNECT BETWEEN UTILITY POWER AND AUTOMATIC TRANSFER SWITCH TO ALLOW FOR MAINTENANCE OF SWITCH WITHOUT INTERRUPTING PRIMARY POWER. AUTOMATIC TRANSFER SWITCH SHALL MEET CITY OF MERIDIAN PUBLIC WORKS "SEWER LIFT STATION SPECIFICATIONS AND STANDARD DRAWINGS." SEE ELECTRICAL PLAN FOR ADDITIONAL INFORMATION. 3. ALL PIPE OPENINGS THROUGH THE WALLS OF THE CONCRETE MANHOLE SECTIONS SHALL BE WATERTIGHT. SEALOFFS ARE REQUIRED ON ALL CONDUITS LEAVING THE WET WELL, EXCEPT FOR PIPES WITH LEADS TO THE PUMPS. SEE CITY OF MERIDIAN REQUIREMENTS. 4. ALL DISCHARGE PIPE FITTINGS SHALL BE FLANGED OR RODDED. NO JOINTS ARE ALLOWED BETWEEN FITTINGS. 5. ALL CONCRETE SHALL HAVE A 28-DAY MINIMUM STRENGTH OF 2500 PSI. 6. PUMPS, CONTROLS, PIPING, GUIDE RAILS, ACCESS COVER AND RELATED ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS. 7. PUMPS SHALL BE VAUGHAN MODEL S3P PUMPS, (OR APPROVED EQUAL) POWER: 3 PHASE (IF AVAILABLE). MIN. SINGLE PHASE 230 VOLT, 60 HZ. MOTOR SIZE: 4.694 hp IMPELLER: VAUGHAN IMPELLER, 3-BLADE 8. ELECTRICAL CONTRACTOR SHALL FURNISH A COPY OF ELECTRICAL PERMIT TO DESIGNATED CITY REPRESENTATIVE. 9. INCLUDED IN THIS WORK IS A WAGER COMPANY CANISTER TO BE USED FOR ODOR CONTROL. 10. CONTRACTOR IS REQUIRED TO PROVIDE SPARE PUMP. THE PUMP SHALL BE STORED AT THE CITY OF MERIDIAN SEWER TREATMENT PLANT. 11. CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND ADJUSTING THE SIZE OF THE VALVE PIT AS REQUIRED TO MEET MINIMUM CLEARANCES. MAINTAIN 6" CLEARANCE FROM INLET PIPES TO VAULT SIDE WALL, MAINTAIN 12" CLEARANCE FROM ENTRY WALL TO CHECK VALVE, MAINTAIN 6" CLEARANCE FROM QUICK CONNECT TO WEST WALL, AND MAINTAIN 12" CLEARANCE FROM PLUG VALVE TO EXIT WALL. 12. ALL BOLTS AND FASTENERS SHALL BE STAINLES STEEL, 304 OR 316 506-SP OR APPROVED EQUAL). EQUIPMENT NO. 506-SP OR APPROVED EQUAL). EQUIPMENT NO. SLS18VAL0001 SLSI8VAL0003 13 4" - PLUG VALVE FL X FL. (DEZURIK PEC SERIES OR 30 4" - PLUG VALVE FL X FL. (DEZURIK PEC SERIES OR APPROVED EQUAL). EQUIPMENT NO. SLS18VAL0002 APPROVED EQUAL). EQUIPMENT NO. SLS18VAL0004 14 4" - D.I. TEE FL x FL 31 4" - CHECK VALVE FL X FL. (CLOW KEN -FLEX MODEL 506-SP OR APPROVED EQUAL). EQUIPMENT NO. 15 12" - 4" D.I. SPOOL FL x FL SLSI8VAL0005 16 3' - 4" D.I. SPOOL OUT OF VALVE VAULT FL x PE 32 4" - PLUG VALVE FL X FL. (DEZURIK PEC SERIES OR APPROVED EQUAL). EQUIPMENT NO. SLS18VAL0006 17 PUMP CONTROL WIRES TO JUNCTION BOX. 33 4„ - PLUG VALVE FL X FL. (DEZURIK PEC SERIES OR APPROVED EQUAL). EQUIPMENT NO. SLS18VAL0007 - ` VAULT 6-INCH BAUER STYLE QUICK CONNECT HIGH WATER ALARM EL. 2508.79 N.T.S. NOTES: 1. EXTERIOR PAINTED WITH PRIMER AND TWO (2) COATS GREEN PAINT PER DISTRICT = SPECIFICATIONS. D w 2. ALL NUTS, BOLTS, AND PIPE SHALL BE FIELD m z WELDED FER PERMANENT FIXTURE AND m o LAG ON EL. 2508.20 SECURITY. LEAD ON EL. 2507.95 LEAD/LAG OFF EL. 2507.29 SHUTOFF/LOW WATER ALARM EL. 2507.04 INSTALL 4" SCHEDULE 40, STEEL J-VENT AND WAGER COMPANY MODEL 1800 ODOR CONTROL SEWER- L. 2504.11 CANISTER. POSITION ARM AWAY FROM ACCESS 12, HATCH DOOR. 6' DIA. PRECAST MANHOLE 12" INSTALL T-LOCK LINER OR APPROVED EQUAL APPROXIMATE EDGE OF BOTTOM FILLETS. LATCH ROOF HATCH T ALLOW PUMP REMOVAL. INSTALL CONNECTIONS FOR PUMP LEADS TO ALLOW FOR DISCONNECTION WITHIN JUNCTION BOX 2 POWER ® 2" EA. 2 CONTROL 0 1" EA. 2 EMPTY CONDUITS 18 4-IN DRESSER SPECTRUM COUPLING. 4" - COUPLING, "ROMAC" (STYLE 501) OR APPROVED EQUAL 19 AND AXIAL RESTRAINT "ROMAC (STYLE 611) OR APPROVED EQUAL. fl0. w z z ¢ 10.3' w o SEE LIFT STATION 8 EQUIPEMENT NOTE 11. - - 18 10 4 4 6 14 15 11 12" MIN. CLEARENCE TYPICAL 6 - 29 30 � 32 4 31 25 33 A OUTFLOW - 4 Y 6 27 10 4 18 12 13 9 20 10'-4"x5' (INSIDE DIMENSIONS) t a PRE -CAST VALVE VAULT. ADJUST SIZE AS NECESSARY TO MEET MINIMUM CLEARANCES NOTED. 4 oz< 4 2" SCH. 40 RIGID PVC CONDUIT ? WITH LONG RADIUS ELBOWS a 1 "0 SCHEDULE 40 'TRICA RIGID CONDUIT FROM VCTION fO 0 VALVE VAULT TO CONTROL PANEL. BOX SEE SITE PLAN. 4" SCH. 80 PVC DRAIN PIPE TO FUTURE ODOR CONTROL BUILDING WET WELL AND VAULT PLAN w SCALE 1" = 3' ELECTRICAL EQUIPMENT AND CONTROL PANEL �R p d� CoC14 .1 Nyb� yvQ a m \Co- c d � 00 r vy0�d , O O .� M H� zQ ^ r, d oo m a� Z z z z z z ^ 0 N 0 0 0 0 0 2 s w Lu F o 0 0 0 0 o N u w w w w w O a a a a a a z aJ Z) ~ > z LuLu O >� j u Lu� Lu Lu 0 � Q Q a J z Lu Q d � w W Lu Lr) MANUALS AND MAINTENANCE INFORMATION GENERAL INSTALLER WILL PROVIDE FIVE (5) HARD COPIES AND AN ELECTRONIC COPY OF THE MANUAL DESCRIBED 1. FINAL APPROVAL AND ACCEPTANCE OF ALL CONSTRUCTION WILL BE BY THE CITY OF MERIDIAN PUBLIC DRAWING STATUS: BELOW. MANUAL IS TO BE A STANDARD 3-RING TYPE, WITH ALL DATA PRINTED SO THAT PUNCHING WILL WORKS DEPARTMENT. NOT OBSCURE ANY INFORMATION. IT WILL ALSO HAVE HEAVY PLASTIC DIVIDERS WITH TABS IDENTIFYING THE DIFFERENT SECTIONS INDEXED IN THE FRONT OF THE MANUAL. INFORMATION WILL INCLUDE, BUT SHALL NOT 2. THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT WILL INSPECT ALL CONSTRUCTION. THE FOR AGENCY REVIEW BE LIMITED TO; CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO CONSTRUCTION. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "IDAHO STANDARDS FOR PUBLIC WORKS" (ISPWC) -A SECTION DESCRIBING PRINCIPLES OF OPERATION, OPERATIONAL PROCEDURES AND CAUTIONS, PRINCIPLES AND THE MOST RECENT REVISION TO THE CITY OF MERIDIAN PUBLIC WORKS "SEWER LIFT STATION OF PHYSICAL CONNECTIVITY OF MECHANICAL DEVICES AND AUXILIARIES IDENTIFYING THE FUNCTION OF EACH SPECIFICATIONS AND STANDARD DRAWINGS". AND OF ASSOCIATED EQUIPMENT. 3. THE LIFT STATION SHALL INCLUDE VAULTS, SUBMERSIBLE PUMPS AND MOTORS AND ALL ELECTRICAL -ALL BLUEPRINTS, DRAWINGS, TABLES OF DIMENSIONS, ETC. REQUIRED FOR PROPER INSTALLATION. CONTROLS. THE CONTRACTOR SHALL INSTALL THE STATION AND BE RESPONSIBLE FOR ALL LABOR, EXPLODED VIEWS OF ALL MACHINERY, GEAR DRIVES, SHAFT COUPLERS AND ASSOCIATED APPURTENANCES, MATERIALS AND TESTING SUPPORT REQUIRED BY THE CITY TO COMPLETE ACCEPTANCE OF THE PARTS ARE TO BE IDENTIFIED EASILY FOR REPAIR AND MAINTENANCE. ALL FITS AND CLEARANCES WILL BE INSTALLATION AS PER THESE PLANS. NOTED ON THE DRAWINGS. 4. THE KPSI MODEL 750 (SCALED TO 15 PSI) PRESSURE TRANSDUCER SHALL BE INSTALLED IN -ELECTRICAL DRAWINGS, SCHEMATICS AND DIAGRAMS REQUIRED TO CONNECT LIFT STATION TO THE ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS AND PLACED IN A STILLING WELL. REQUIRED TELEMETRY. ALL ELECTRICAL AND RELATED MECHANICAL INTERLOCKS AND PER MISSIVES SHALL BE ILLUSTRATED AND PROPERLY LABELED. ALSO, A NARRATIVE DESCRIBING SEQUENCE OF OPERATION. 5. THE PRIMARY POWER SOURCE TO THE STATION SHALL BE ORDERED BY THE DEVELOPER, PROVIDED BY IDAHPOWER COMPANY AND PAID FOR BY THE DEVELOPER. SECONDARY POWER SERVICES FROM THE ENGINEERS. SURVEYORS. PLANNERS -PARTS LISTS WITH SOURCES IDENTIFIED WITH TELEPHONE NUMBERS AND ADDRESSES. ALL ELECTRICAL POWER POLE TO THE LIFT STATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL DRAWINGS AND SCHEMATICS SHOWING CIRCUITING AND IDENTIFYING ALL ELECTRICAL COMPONENTS, FOR ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE "NATIONAL ELECTRICAL CODE" AND THE 5726 NORTH DISCOVERY WAY BOTH POWER AND CONTROL SYSTEMS. ALSO, A NARRATIVE DESCRIBING SEQUENCE OF OPERATION. APPLICABLE PROVISIONS OF THE CITY OF MERIDIAN "SEWER LIFT STATION SPECIFICATIONS AND HOISE, IDAHO 208) 6383713 -693 PHONE (208) 639-6939 -A LISTING OF ALL GREASES AND LUBRICANTS, IDENTIFIED BOTH BY NAME AND ISO AND AGMA STANDARD DRAWINGS". FAX (208) 639-6930 SPECIFICATIONS. IT WILL ALSO LIST THOSE BY BRAND NAME THAT ARE ACCEPTABLE TO THE VENDOR FOR USE IN HIS EQUIPMENT. 6. ALL ELECTRICAL WIRING AND CONDUIT FROM THE PEDESTAL TO THE LIFT STATION SHALL BE PLACED DESIGN BY: 1NP UNDERGROUND IN ACCORDANCE WITH THE MERIDIAN PUBLIC WORKS ELECTRICAL SPECIFICATIONS. DRAWN BY: DMZ -MANUAL WILL HAVE ONE SECTION IDENTIFIED AS "MAINTENANCE SUMMARY" WHICH WILL LIST AND DESCRIBE ALL PROPER PREVENTIVE MAINTENANCE NEEDS TO ENSURE LONG LIFE AND PROPER OPERATION. THIS IS TO 7 THE CONSTRUCTION SITE OUTSIDE OF THE STATION FENCE SHALL BE GRADED TO SLOPE AWAY FROM CHECKED BY: 1NP DESCRIBE ALL ACTIVITIES AND PERIODICITY. THE FENCE. THE AREA WITHIN THE FENCED PERIMETER AND THE DRIVEWAY SHALL BE GRADED FLAT AND SURFACED WITH 4" THICKNESS OF 3/4" MINUS GRAVEL PLACED ON COMPACTED SUBGRADE. DATE: 7/28/20 -MANUALS ARE TO BE DELIVERED, IF POSSIBLE, PRIOR TO DELIVERY OF THE UNIT, BUT ABSOLUTELY NO PROJECT: 19-030 LATER THAN WITH THE UNIT ITSELF. 8. WET WELL COVER SHALL OPEN AS SHOWN. SHEET NO. 9. EQUIPMENT FOR CONFINED SPACE ENTRY WILL BE PROVIDED FOR THE SEWER LIFT STATION. EQUIPMENT TO INCLUDE: SYSTEM--3M- DBI SALO 9' TRIPOD, 60' SALALIFT'" II, 50' SEALED 3-WAY W/ C5.4 GALVANIZED CABLE, MOUNTING BRACKETS, BAGS & LEG MOUNT PULLEY OR EQUAL W W