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HomeMy WebLinkAboutPZ - Construction Drawings CITY OF MERIDIAN GENERAL NOTES PROJECT GENERAL NOTES STANDARD NOTES FOR 1. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. HORIZONTAL BOUNTIFUL COMMONS SUBDIVISION No . 1 RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND COORDINATES ARE BASED OFF OF THE NAD83 IDAHO STATE PLANE WEST COORDINATE SYSTEM. �$ COMMERCIAL PROJECTS WITH PUBLIC MAINS 00GENERAL CONSTRUCTION 2. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. .a 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS MERIDIAN IDAHO z �' 3. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE THROUGHOUT 5.., FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC .--I N CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S ✓' � �'�v � (AND ANY(ADDENDUMS)), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAYDISTRICT EXPENSE. r-I STRINGENTAOFDANY OF OR THE REQUIREMENTS THESE STANDARDS SHALOLF THE BE THIEAHO CONTROLLINOGRTATION STANNDARDSAORMENTSPECIFICATIONS.THE MORE 4. 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 CONSTRUCTION PLANS 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. JULY1 2018 ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO 5. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFICATIONS, SOILS REPORT AND HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. WORK ORDER UNTIL THE SITUATION IS RESOLVED. 00 00 6. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING -I `- 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT CONSTRUCTION. o o ALL TIMES. C0 C' 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE MERIDIAN, ADA COUNTY HIGHWAY DISTRICT, AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. SIMPSON LATERAL PRIOR TO START OF WORK. 8. A PRE CONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO START � _ 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK OF WORK. ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. - - _x x IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. C 0 50 100 200 300 PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL 9. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE � 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE ROUGH GRADING PLAN. I 0 93 I h CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. I I 10. CONTRACTORS Scale: 1 " = 100 FEET 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING APPLIICABLE WO RKING WOFANYN BOUNDARIES THE PROJECT RESPONSIBLE ARE JURISDICTIIONAL BODY. THECONTRACTORS R SHALL BE RESPONSIBLE FOR ALL I I COMPLIANCE WITH ALL BLOCK 1 0. I AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. LOT 2 BLOCK 1 I N PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN I LOT 1 I SHEET INDEX O z Z GENERAL CONSTRUCTION NOTE NO. 1. 11. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO (A) LU BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; (D) PLACING OF y y I N 2 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE I 0 w . ui g CO0 COVER & NOTES � TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. I I C0.1 DETAILSLu o 0 PAVING. 12. ALL CONTRACTORS WORKING WITHIN EXISTING PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A I C1.1 SITE PLAN 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST TWENTY-FOUR (24) HOURS I C1.2 DEMOLITION PLAN u WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. I C2.0-2.1 SEWER PLAN FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE 13. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED "APPROVED BLOCK 1 BLOCK 1 DEQ/QLPE APPROVED CONSTRUCTION PLANS. FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE PROVIDED TO THE I I C3.0 WATER PLAN CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT THE CURRENT SET LOT 3 LOT 4 I C4.0 IRRIGATION PLAN 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. OF APPROVED PLANS. I C5.0-5.1 GRADING PLAN 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 14. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM BOUNTIFUL COMMONS SUBDIVISION NO. 1 PLAT. I Z I IR1.0 - IR2.0 PRESSURE IRRIGATION PLANS PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 15. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. _ ES /// EG EG EG -s G EG EG ESC1.0 SWPPP PLAN LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 16. IF THE CONTRACTOR HAS ANY QUESTIONS CONCERNING THE PROJECT SPECIFICATIONS, HE/SHE SHALL CONTACT ROADWAY THE ENGINEER FOR DIRECTION. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS AND SPECIFICATIONS THE Ci N CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATIONS MAY NEGATE ANY CONTRACTORS 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CLAIM FOR ADDITIONAL COMPENSATION. LEGEND CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 17. ALL COSTS INCURRED IN CORRECTING DEFICIENT WORK SHALL BE CHARGED TO THE CONTRACTOR. FAILURE TO w CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 0 1 BLOCK 1 .0 FOUND BRASS CAP 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE z THE PIPE ZONE. 18 ABANDONED BUILDINGS, TEST PITS EL LOCATEDWAYS LRENT OFUTURE SHALL BE I lu a LOT 5JREXAVATEDTO NATIVE SOIL BACKFLED WITSTRUCTURAL FILL ISPWC SPECIFICATIONS. PROVIDE NOT w FOUND ALUMINUM CAP WATER SOILS DATA TO VERIFY MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND z COPY OF THE COMPACTION TESTS. A � � y � Qo FOUND 5/8 INCH REBAR 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 19. SUBGRADE SHALL BE INSPECTED BY THE GEOTECHNICAL CONSULTANT RESPONSIBLE FOR THE GEOTECHNICAL PART DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN ASPECTS OF THE PROJECT. I O FOUND 1/2 INCH REBAR GENERAL CONSTRUCTION NOTE NO. 1. ria 20. FINAL GRADING SHALL BE INSPECTED BY THE PROJECT ENGINEER. T ® m w Q CALCULATED POINT 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 21. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO STANDARDS FOR DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE PROJECT STANDARDS AND SPECIFICATIONS. NO EXCEPTIONS WILL I I SIGN MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC I m W I BOUNDARY LINE DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 22. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY AN AUTHORIZED REPRESENTATIVE OF I m 1 THE CONTROLLING GOVERNMENTAL AGENCY SHALL BE USED BY THE PROJECT CONTRACTOR(S). BLOCK 1 INTERIOR PARCEL LINE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 23. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY APPROXIMATE. THE CONTRACTOR I � LOT 6 SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE SHALL COMPLY WITH IDAHO CODE REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR I - ADJACENT PROPERTY LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE o� CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR w (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). FAILURE TO EXACTLY FULLY LOCATEONSIB ANDLPREOSERVE ANY ANY AND AND ALL ADLLMUTILTI S. THEAGES WHICH MCO TRAC ORIGHT BE CASIONED SHALL CONTACT DIIGL N�F I d3 F d3 h ROAD CENTERLINE 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A (342-1585) FOR UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO DIGGING. -F _ - - - SECTION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 24. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. ASPHALT MINIMUM - - - - - - - - - - - EASEMENT LINE O GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY FROM ALL BUILDINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE ALL EXISTING WATER 25. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS MATERIALS. s s s SANITARY SEWER LINE z USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR OR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. so so z STORM DRAIN LINE 0 SEWER GRADING NOTES IRRIGATION NOTES VICINITY MAP w w WATER LINE (,/) 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.1.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE 1. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, AND EROSION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO G1 G1 GRAVITY IRRIGATION LINE > NO. 1. CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. CHINDEN ROAD/HWY 26 P P P UNDERGROUND POWER LINE 0 Lu 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 2. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA UNTIL (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF m MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC OP OP OVERHEAD POWER LINE Q 0 THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 3. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. a -C;-C;-C;- GAS LINE (/) 0 Z DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) CONTACT CRAIG SHEPHARD AT THE -. 3. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE w 0 SOUTHWEST REGIONAL DEQ OFFICE (373-0557). THE CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION T T T TELEPHONE/FIBER OPTIC LINE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS W WHICH OUTLINES THE LOCATION OF PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL FROM DEQ PRIOR TO ANY DEWATERING. o PROJECT Z Z SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES z LOCATION P Pi PRESSURE IRRIGATION Q Z WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE THE SITE. 4. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE Z O _ Q CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER EP EP S (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". EDGE OF PAVEMENT G 0 VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. ALL WASTE MATERIAL G 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE EG EG EDGE OF GRAVEL Lu SITE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE STABILITY OF SUBGRADE. A 5. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL \ CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). REPRESENTATIVE OF GEOTECHNICAL CONSULTANT SHALL REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND x x x LJJ > COMPACTION OF STRUCTURAL FILL. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I FENCE LINE 0 0 PRESSURIZED IRRIGATION BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC 5. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN ISSUED BY THE STANDARD DRAWINGS SD-301 AND SD-302. ° CONCRETE U U 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE J IS BEING CONSTRUCTED. 404 PERMIT. 6. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. ASPHALT PAVEMENT 0 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM 6. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD VARY IN THE 7, RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE O o o LL AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE FINAL ACCEPTANCE. DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF STOCKPILED MATERIAL SHALL BE COORDINATED MAP NOT TO SCALE DRAINAGE WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT. 8. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC z 7. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. FILL MATERIAL WITHIN SECTION 400. TEST PRESSURE SHALL BE 150 PSI. D 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR THE LOT AREAS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR PER THE REQUIREMENTS OF ASTM D 1557. INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE TESTING FREQUENCY SHALL ALLOW FOR A MINIMUM OF ONE COMPACTION TEST PER LIFT PER LOT. THE 9. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE MERIDIAN STD DRAWINGS AND SPECIFICATIONS VERTICAL DATUM 0 FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE COMPACTION TESTS ON THE FINAL LIFT FOR EACH LOT SHALL BE SUPPLIED TO THE PROJECT ENGINEER AT THE SLEEVED IN ACCORDANCE WITH THE DETAIL ON SHEET C4.0. m DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. COMPLETION OF THE PROJECT. 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A 1. VERTICAL DATUM IS NAVD 88 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE COPY OF THE MOST-CURRENT EDITION OF THE IDAHO 8. THE SUBGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, COMPACTED, INSPECTED AND PROOF BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. STANDARDS FOR PUBLIC WORKS CONSTRUCTION ROLLED WITH A HEAVY RUBBER-TIRED FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO PLACEMENT OF FILL. (ISPWC). FILL WITHIN THE ROADWAY AREAS SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY 13. ALL ISOLATION VALVES SHALL BE PRESSURE TESTED IN THE CLOSED POSITION. OF THE SOIL AS INDICATED BY ASTM D698 IN FLEXIBLE PAVEMENT AREAS. 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN ACRONYMS 9. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. SEE GEOTECHNICAL REPORT FOR ADDITIONAL 14. ALL IRRIGATION MAINS SHALL BE INSTALLED WITH TRENCH TAPE " ABOVE PIPE CROWN. TRENCH TAPE THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL INFORMATION. SHALL BE 2" WIDE PURPLE COLORED PLASTIC TAPE PRINTED WITHH "CAUTION - BURIED IRRIGATION CONDITIONS IN AFFECT ON THE DATE THE PLANS WATER LINE" IN 1-1 2" LETTERS. ALL IRRIGATION MAINS SHALL BE INSTALLED WITH INSULATED 12 WERE APPROVED FOR CONSTRUCTION. CL - CENTERLINE N - NORTHING 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMITS GAUGE SOLID COPPERLOCATOR WIRE THAT IS U.L. RATED FOR DIRECT BURIAL. PIPE MATERIALS 2 INCH CO - CLEANOUT OHP - OVERHEAD POWER ARE TO REMAIN AND WHICH ARE TO BE REMOVED. AND SMALLER ARE SPECIFIED ON DETAILS. 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE E - EASTING PC - POINT OF CURVATURE 11. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE 15. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER ON THE CITY'S WEB SITE www.meridiancity.org ELEV - ELEVATION PI - PRESSURE IRRIGATION START OF CONSTRUCTION. APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 12. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY PLANS ARE APPROVED MUST ALSO BE ADHERED TO. FL - FLOW LINE PT - POINT OF TANGENCY 16. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO WITH THE EPA FLG - FLANGE R - STATION OFFSET RIGHT . CONSTRUCTION. 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE 13. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 17. PRESSURE IRRIGATION SHALL CONNECT TO EXISTING PARAMOUNT SUBDIVISION PRESSURE IRRIGATION THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE HP - HIGH POINT SD - STORM DRAIN AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT MAIN LOCATED ON EAST BOUNDARY OF PROJECT. JOB SITE, IT COULD BE GROUNDS FOR A "STOP INV - INVERT SDMH - STORM DRAIN MANHOLE ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST OF THE AGENCY AND/OR WORK" ORDER UNTIL THE SITUATION IS RESOLVED. ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SG - SAND AND GREASE TRAP THE ENGINEER. L - STATION OFFSET LEFT SS - SANITARY SEWER LF - LINEAR FOOT SSMH - SEWER MANHOLE CONTACT INFORMATION ADA NOTES a LIP - LIP OF GUTTER STA - ROADWAY STATION FROM CENTERLINE DRAWING STATUS: MA - MATCH EXISTING SW - SIDEWALK 1. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET m MJ - MECHANICAL JOINT TBC - TOP BACK OF CURB ENGINEER DEVELOPER THE FOLLOWING SLOPE REQUIREMENTS LIST BELOW. MW - MONITORING WELL TOC - TOP OF CONCRETE TRAFFIC CONTROL NOTES KM ENGINEERING, LLP TMEG PROPERTIES, LLC CONTRACTOR WILL BE REQUIRED TO REPLACE/REAPIAR 0 9233 WEST STATE STREET 74 EAST 500 SOUTH, STE. 200 ANY IMPROVEMENTS NOT MEETING THESE CRITERIA AT APPROVED FOR 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL BOISE, IDAHO 83714 BOUNTIFUL, UTAH 84010PHONE: (208) 639-6939 PHONE: (801) 292-5000 HIS OWN COST. CONSTRUCTION 06 UTILITY NOTES DEVICES" FOR STREETS AND HIGHWAYS. FAX: (208) 639-6930 CONTACT: TREVOR GASSER 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID CONTACT: KELLY KEHRER, P.E. EMAIL: trevor®tgirealestate.com SIDEWALKS AND ACCESSIBLE ROUTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ITEMS. EMAIL: kelly@kmengllp.com -2% MAXIMUM CROSS SLOPE z CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE -5% MAXIMUM RUNNING SLOPE o # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL 0 Z DAMAGES TO EXISTING UNDERGROUND UTILITIES. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF a 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. ADA PARKING AREAS AND LANDINGS DIGLINE 0 2. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO DIGLINE, Inc. -2% MAXIMUM SLOPE ANY DIRECTION U DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM 0 WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN REGION (334-2190). THE EDGE OF THE TRAVEL WAY. 50 S. COLE RD.BOISE, IDAHO 83709 RAMPS C4j'E9MIAN*,, 3. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. PHONE: 811 -2% MAXIMUM CROSS SLOPE IOAMO w ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR Pubk % -8.33% (1:12) MAXIMUM RUNNING SLOPE ENGINEERING RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. ��Depertrnwt � 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE I)Wgn& ENGINEERS.SURVEYORS. PLANNERS F 4. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE ABANDONED CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 2. TRUNCATED DOMES SHALL BE CAST INTO CONCRETE z o ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL 9233 WEST STATE STREET 0 Z FOR PUBLIC SAFETY. BENCHMARK (STAMPED CONCRETE AND ADHESIVE MATS NOT ■ GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD AND ALL ■ ■ BOISE,IDAHO 83714 ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. o APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED FROM THE SEPTIC TANK. ALL 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A PHONE(208)639-6939 U BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAIN FIELD TO THE FULL POINT NUMBER POINT STYLE EASTING NORTHING ELEVATION DESCRIPTION FAX(208)639-6930 EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO 3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE ` N DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ANY CONSTRUCTION. 4 2449094.566 726870.633 2575.55 5/8-INCH REBAR MINIMUM REQUIREMENTS OF THE MOST CURRENT ■ 1 DESIGN BY: JDP O ENGINEER AFTER FIELD SITE INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED EDITIONS OF THE ADA, MUTCD, AND THE ISPWC. OF OFF SITE OR MIXED WITH THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO DRAWN BY: JDP LL a OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. ANY CONSTRUCTION. PAVING AND CURB NOTES CHECKED BY: KSK 0 o DATE: 8/21/2018 L U j 1. CONTRACTOR IS RESPONSIBLE FOR PROPER r ■ PROJECT: 18 055 TRANSITIONS BETWEEN THE VARIOUS CURB TYPES AND z AS NECESSARY TO MAINTAIN ADA COMPLIANCE FOR ALL ■ SHEET NO. 0 PEDESTRIAN RAMPS. o a C0.0 a a I z C.0 Notes: ���� 1. Locate drains at all low areas in the �o� s Settlers Irrigation District mainline.2. Locate valves on as—built drawings for Settlers_Irrigation District Settlers Irrigation Records. Steel material shall e 00 00 3. Brass and Stainless be used with adaptors and drain valve. o 4. Leemco ductile iron saddle tee with hinged LOT LINE AS REQ'D BY ACHD strap and single tightening bolt. FIN GRADE BROOKS 525 SERIES W/COLLAR 8 LID 11..-._ I _--I SLEEVE W/1 1/2 x DIA.C 900 PVC j] j] 1 — 9" Rn d.V.JJ• ADJUSTABLE HEIGHT OR EQUAL�. EXTEND FROM CURB TO CURB OR BACK OF SIDEWALK TO III BACK OF SIDEWALK Ground level SUPPORT VALVE BOX W/12 CIA COLLAR IN ROADWAYS MIN.DEPTH OF N 6" cl. 100 PVC - SLEEVE TO FIN SHED SHALL BE 30"FROM TOP OF SHED GRADE 8,ROAD CENTER LINE. LEEMCO JOINT RESTRAINT z N Z I O FINISH GRADE be ` MATCO 10ORT GASKETED f OA 0 X 11 V( N g 2 access to DEEP SOCKET VALVE > u, 2 l �rrliiirrrr _ _ - N � c"� � ~ o 0 } W ~ cl BROOKS 525 SERIES W/COLLAR&LID ADJUSTABLE HEIGHT OR EQUAL MAIN E u r b Stop I R R I G A T I O f� 1 1 A I I I DESIGN ROADBASE AND SURFACE 1„? Roofing Paper MATCO 100 FIT GASKETED DEEP SOCKET VALVE Covet `Qu 0�"JVc�I{)` C `���fff��`/�� Rotate Saddle \ .) n o Tee 45 Deg- Down o V a \ f �( ( �' (? joy `� nZ'r COMPACTED SELECT BACKFILL Z (\ O c N —r � —� ] ° � 2"CONDUIT \;_ - o LEEMCO JOINT RESTRAINT r a a c /r // --- - 1 Brass NI Les to' c \�rrj /� r SAND PIPE BEDDING Pa r Rotate St. ELF r ;;�f- Drain Valve j 0 0 C) _ ��e��a into Gravel Sump ISOLATION VALVE DETAIL 0 ' - X C; .CIC) N R0AD' C; R0SSINC NTS 2 cu.f t. of j ` � �2o 0 Gravel ° ° ° ° 0 0 0 0 o c Locate drain on ° ; opposite side of telephone cable. SETTL ;RS IRRIGATION SETTLERS IRRIGATION X-SECTION UWIG NO, DISTRICT PRESSURIZED iSOLATIQN VALVE DETAIL PIRR PIRR03000oz IRRIGATION STANDARD DISTRICT PRESSURIZED 1'1KR03007 -- - -- .- _ Mainline Drain Detail 1RRIGA`fION STANDARD ROAD CROSSING _ - - IS O SETTLERS IRRIGATION DWG.NO. DISTRICT PRESSURIZED Mainline Drain Detail PIRR03001 20 Z IRRIGATION STANDARD Z 0 V) > 0 m = Q V) 0 t/') () 1 J zz < 0 Q F- � o 0 � oc Settlers Irrigation District w r SERVICE MARKER ( TYP.) U f _4"OF 3/4"MINUS J —I L GRAVEL BASE COURSE(NO SLAG) U) m - 12"OF STRUCTURAL SUBBASE LJ__ '° 5 �---- 3� --r 2� m " I Bert plug rhlltsI I3lockin Inst.rucl;ior►s IMPORT/� R APPROVED �\j\\� \ \/�ATIEMA ERIAL.00OMPACTA D 24 a ove grade -0 3/41' 160 PSI 3408 PE 1. Provide thrust blocks at all changes in size or direction. Bends,reducers,plugs,and the opposite side of tee branches PROOF ROLL SUBGRADE. (95� MIN 6' #p 9' RND VALVE BOX all require thrust blocks. PROCTOR COMPACTION) 0 IC 2. The sizes of the block is determined by the working pressure,the size and type of fitting,and soil conditions at the job site. To calculate the area of contact with the soil,follow these steps: coW 3 Calculate the thrust by selecting thrust/100 by size and type of fitting from Table 1 and multiplying thrust/100 by GRAVEL DRIVEWAY SECTION system pressure divided by 100. C 6' RISER WITH SLOTS 3. Divide the total thrust by bearing capacity of the soil in excavation(from Table 2)to determine the area(in square feet of thrust block required to be in contact with the undisturbed soil. OVER SERV I E LINE NTS T;A1)1C 1 NO 3/4' CURB STOP 3/4'XG' BRA S NIPPLE Tee, 90' 45° 22.5° VALVES (TYP. ALL 2 363Plu SERVICES) Bends Bends Bends 2 63 513 259 141 loll ill_711_1t�I1L�I1�Ifl�f1]1I1 I(L°il[flLlll Il ilt If�IIL III'.ill'UI. 2112 531 1,1 379 207 PACKED JT. CPLG FOR PE PIPE x . 3 1,3 1,841 928 308 4 1,302 1,841 928 508 _ 6 2,822 3,990 2,012 1,101 SADDLE TEE WITH Y 6 4,783 6,763 3,410 1,865 `, fin, WIDE SAND SS TRAP IIF„IIP YII I(�f�„,ix.�T16ti l�lU „Jtt It;110 111„fr;;ltl,lll,;lll;,, 0 7,430 10,506 5,297 2,898 SECTION V I Y Y SET OUTLET TO HORIZONTAL 2 rs,subtract 14,778 7,452 opening p For Reducers,subtract small opening plug thrust from large I opening plug thrust to calculate thrust/100. Table 2 SIDE PROP. LINE Il Qf SOIL TYPE SAFE BEARING LOAD (I �u LBS PER SO FT* IRRIGATION MAIN j i4Soft C 2,000 tll II- I Sand lay ,000 2' 2' �, rfi- ltYn htr1, il'r y J'�, Sand&Gravel 3,00o SHOULDER SIDE PROP. LINE Sand&Gravel cementedw/Clay 4,00o SHOULDER O ll Hard Pan 10,000 __ �1 _ __ 1 � _ 5' 12.5' 12.5' S' DRAWINGSTATUS: n._I �� n ' ' nr T Il I- and when doubtrex responsible test s ould be spec safe ified tlThe BORROW Sohn mid..In-irki--.Sii't'Sn7"to.-rt 11 I`�`5'r?T in':' CENTER—TO—EP CENTER—TO—EP BORROW Or bearing loads VARIES VARIES adsgivenareforhorizontalthrustswhendepthofcover REFER TO GEOTECHNICAL REPORT BY APPROVED FOR 1O' exceeds 2 ft. MITI DATED MAY 10,0 018 FOR FULL CONSTRUCTION � PAVEMENT ANALYSIS. 00 H o f 111 �� � f � � �� CJK 1' 1= I /'III_ � �, SERVICE m 10, o z 0 MARKER(TYP) AN I � I N �...�1 I U C� 1 I 0 N � 0 14" OF 6"—MINUS PIT—RUN s SUBBASE. 0 3" OF PLANT MIX PAVEMENT (CLASS III) 0 w 6" OF 3/4"—MINUS CRUSHED AGGREGATE BASE. ENGINEERING 0 C SETI'LERS IRRIGATION THRUST BLOCK DETAIL PIRR 30006 ENGINEERS.SURVEYORS. PLANNERS V) DISTRICTPRESSURI7.EU ANI) INSTiZ1Jf"I'I()N5 0 IRRIGATION STANDARD TYPICAL DRIVE SECTION 9233 WEST STATE STREET O - -a -- PLAN VIEW NTS PHONE FAX(208)8639-6930 9 19 DESIGN BY: JDP O z Settlers Irrigation Lot Irrigation Service DWG.NO, DRAWN BY: JDP �.L g CHECKED BY: KSK District Pressurize PIRRO3005 Q Irrigation Standard Hookup Detail REV.MAY 2013 DATE: 8/21/2018 LU PROJECT: 18-055 > SHEET NO. 0 s Co. a � a Q Co a I d vs C.0 00 I I 0000 Qrn -1 120.00 0 TEMPORARY TURN AROUND LM — 1R IR 7-9 - - — 0 20 40 80 120 r - - - - - - - - - - - - - - - - - - - - - - ----f — — - - - - - - - - - - - - - - - - - - - -I I I 1 5.00' W O I I Scale: 1 " = 40 Feet C, —� PERMANENT SLOPE cn gp I I I EASEMENT 0 I I ` K 5 I I x KEYNOTES—7 O w W 1 o i I 1. VERTICAL CURB AND GUTTER PER ISPWC SD-701. w W o 0 V 35.00' — — — — ° I I 2. 4' VALLEY GUTTER PER ISPWC SD-708. F W a ~ I I CITY OF MERIDIAN I I x � 3. ASPHALT PAVEMENT SECTION - SEE SHEET CO.1 u I I I I LANDSCAPE BUFFER BLOCK 1 r L — � BLOCK 1 4. EMERGENCY VEHICLE TURN-AROUND PER CITY OF LOT 2 — — — -� LOT 1 I 1 x MERIDIAN - SEE DETAIL ON SHEET Co.1. II I 3 I 5. 10' CITY OF MERIDIAN PUBLIC UTILITY, PROPERTY 1 —I CITY OF MERIDIAN I I DRAINAGE, PROPERTY IRRIGATION AND LANDSCAPE I 10.00' EASEMENT. 1 I L SEWER AND WATER I 1 x EASEMENT I I 6. GRAVEL ACCESS DRIVE PER DETAIL SHEET Co.1. I III I 5 I I N�6z 25.00' x .00' CROSS CITY OF MERIDIAN ACC EASEMENT OESS LANDSCAPE BUFFER I � I I II W III I i I xri — — - II I I _ I I I I I I IROAD AND PATHWAY x� IMBROOT S OTHERS I J R8 III BLOCK 1 s°0' 's" 4�o BLOCK 1 - x I I I LOT 3 °ss°o // // �FgSgNpFQ��� LOT 4 I 10.00' Q III i S% 3 7 .o0 0 1 i x 5 z 0 III 1 �'7S / / x 5 DC I —1- - - - - - - - - � — 00, / I z I� I I — — — — — — — — / — —7 EG E� EG EG-I- E6 EG C�--EG LG ECr EG -E8 EC-—EG E8 R o 0 1 Lu 5 0 / /� // I - __ 1 0 / I 0 ®HG 00, I O I m NQ z o l i I i , Q v zz Q I ro " I 15.00' o w 15.00' I 0 I I I I I (.n O BLOCK 1 0 Lu U I 30.00' I LOT 5 1 J 1 PAVEMENT SECTION 1 3 1 ILL NOT A PART I I z Ha 1 I 1 I I I� � 0 I I I m LJ I I I I I I o o I 30.00' CITY OF MERIDIAN 1 ROAD AND PATHWAY I SEWEREASEMENT D WATER 0 IMPROVEMENTS BY OTHERS I I I APPROACH AND POWER POLE RELOCATION 1 1 TO BE CONSTRUCTED IN SPRING OF 2019 BY I I — J I I ADA COUNTY HIGHWAY DISTRICT I I I 1 0 10.00' BLOCK 1 1 z r — ,., (nm 1 — I 5 I LOT 6 I r DRAWING STATUS: I G, �� I APPROVED FOR N I Q 00 I I I CONSTRUCTION a I I � d3 1 1 I I z 1 0 1 1 1 0 J I ��— — 1 — — o- 0— 2 _ _ 1 o N - - - - - - 0 D 0 0 — Q 1ENGINEERING 0 1 0 5 (n I o Z w o ENGINEERS.SURVEYORS. PLANNERS z1 0 u 9233 WEST STATE STREET w m BOISE,IDAHO 83714 0 o =5 w PHONE(208)639-6939 U 0 0 U-0- FAX(208)639-6930 v I Q 1 p DESIGN BY: JDP 0 0 v g DRAWN BY: JDP LL g I I CHECKED BY: KSK Q a o DATE: 8/21/2018 w u PROJECT: 18-055 > SHEET NO. O s C1. 1 a � a Q DEMOLITION NOTES 1. COORDINATE GRAVITY IRRIGATION DITCH AND STRUCTURE REMOVAL WITH LOCAL IRRIGATION DISTRICT PRIOR TO Ok6 COMMENCING CONSTRUCTION. sv Pf 00 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE z V, CIO o �' SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY o .5, OF BOISE, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT `year S OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. PROTECT AND PRESERVE FENCE 3. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN 00 00 °° AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL Q o PROTECT AND PRESERVE COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 PROTECT AND PRESERVE GRAVITY IRRIGATION REGARDING UNDERGROUND FACILITIES DAMAGE � � / I GRAVITY IRRIGATION PREVENTION. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIGLINE (1-800-342-1585) FOR EXACT LOCATION A MINIMUM LM _ ,R _ OF 48 HOURS PRIOR TO DIGGING. 0 20 40 80 120 �a 4. UTILITIES ON THIS PLAN ARE BASED UPON A SURVEY BY I OTHERS, RECORD DRAWINGS, AND FACILITY I I I ® " = I MAPS. KM ENGINEERING MAKES NO GUARANTEE THAT Scale: 1 40 Feet /7777 THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL I I r I UTILITIES IN THE AREA, EITHER IN SERVICE OR z N Cn I I ABANDONED. FURTHER, KM ENGINEERING DOES NOT DEMOLITION LEGEND O z z 0 I WARRANT THAT THE UNDERGROUND UTILITIES SHOWN cn 2 I I ARE IN THE EXACT LOCATION INDICATED AND HAS NOT j I PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE w �_ O 0 I PROTECT AND PRESERVE FENCE PROJECT SITE DEMOLITION CONTRACTOR SHALL TAKE EVERY PRECAUTION TO } pC FP `4 PRESERVE AND PROTECT EXISTING FACILITIES NOT u I� ( ® SCHEDULED FOR REMOVAL AND COORDINATE WITH THE 2574 I PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE — — BOUNDARY LINE — — ENCOUNTERED. / I I 5. PRESERVE AND PROTECT ALL SIDEWALK AND — ROAD CENTER LINE 1 PEDESTRIAN RAMPS IN ACHD RIGHT—OF—WAY UNLESS 1 gl I OTHERWISE NOTED. — — I BOUNDARY ADJACENT LINE I 1 l 6. PROTECT AND PRESERVE ALL PRESSURE IRRIGATION v I I I I FACILITIES. ' SAW CUT LINE V I 7. SEE SITE AND GRADING PLANS FOR EXTENT OF ASPHALT AND CURB DEMOLITION AT EXISTING SITE APPROACHES. m EP EP EDGE OF PAVEMENT I8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF 1 CONSTRUCTION. Ec Ec EDGE OF GRAVEL I I 2574/ I 9. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY s s SEWER LINE � \ REMOVED FROM THE SITE. REMOVAL OF EXISTING i I W EXISTING WELL MUST BE ABANDONED FROM DOMESTIC USE ' \ x CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE IN ACCORDANCE WITH IDWR REQUIREMENTS, WITH VERIFICATION 5�4 NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE <v E EQ N I r 2 \ I NATIVE SOILS INCLUDE GW, GP, GM, SW, SP, SM IN ci ci GRAVITY IRRIGATION LINE I / 1 o OF BY MERIDIAN PUBLIC WORKS DEPARTMENT. / ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION o I / SYSTEM (USCS). CONTRACTOR SHALL COMPLY WITH ALL I x RECOMMENDED CONSTRUCTION CONSIDERATIONS, AS 5�5� CONTOUR LINE CONTAINED IN THE PROJECT GEOTECHNICAL 2 ENGINEERING REPORT, PREPARED BY MATERIALS m TESTING AND INSPECTION, INC. I op—op— OVERHEAD POWER LINE I x 10. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, / I EXCAVATED AREA SHALL BE INSPECTED BY THE r—I MATERIALS TESTING & INSPECTION CONSULTANT TO c c GAS LINE VERIFY SUITABILITY OF SUBGRADE FOR PLACEMENT OF O x STRUCTURAL FILL. THE EXPOSED SUBGRADE MUST BE ^h IN A COMPACT, FIRM AND STABLE CONDITION PRIOR TO w w WATER LINE z I I I I I ryh FILL PLACEMENT. THIS WILL BE CONFIRMED BY PROOF—ROLLING THE SUBGRADE IN A MANNER z I ACCEPTABLE TO THE TESTING AND INSPECTION x CONSULTANT. x x FENCE O o I 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING ~ _ - OF ALL DEMOLISHED MATERIALS AT AN APPROVED ® SEWER MANHOLE > OFF—SITE LOCATION. THE CONTRACTOR SHALL ASSUME — 0 Z RESPONSIBILITY FOR FOR THESE MATERIALS AFTER REMOVAL 0 = Q �O POWER POLE m ®HG \ _ 12. CONTRACTOR IS RESPONSIBLE FOR SECURING AND Q ' / I PAYING FOR ALL PERMITS REQUIRED BY ANY POLITICAL LIGHT POLE — z I SUBDIVISION OR AGENCY. � � O o \ � PROTECT AND PRESERVE z Z I NEIGHBORING PROPERTY FENCE 13. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A ❑t ELECTRIC PEDESTAL z Q WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT / I I DURING DEMOLITION AND REMOVAL OPERATIONS. C Q J 14. CONTRACTOR SHALL CONDUCT CONSTRUCTION ® AIR CONDITIONING UNIT 2E � O DEMO AND REMOVE OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE LLB L m GRAVITY IRRIGATION PIPE MATERIAL RUNOFF FROM LEAVING THE SITE, OR O LJ..I II 0 I ( �3, ENTERING THE PUBLIC RIGHTS—OF—WAY. cM GAS METER U Q I I sr 1 I 15. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED J SOILS WITHIN CLEARING LIMITS SHOWN ON THE WATER METER D CONSTRUCTION PLANS, AND WASTED OR STOCKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE NECESSARY TO OBTAIN SUITABLE SUBGRADE IR IRRIGATION BOX / EXISTING WELL(S) MUST BE ABANDONED FROM DOMESTIC USE MATERIALS AS DETERMINED BY THE GEOTECHNICAL z IN ACCORDANCE WITH IDWR REQUIREMENTS, WITH VERIFICATION CONSULTANT. OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. ❑T TELEPHONE PEDESTAL 16. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING O 'h' I UNSUITABLE TOPSOIL AND VEGETATION WHERE STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR Co SHALL STOCKPILE MATERIAL IN DESIGNATED ON—SITE r SPOIL PILE LOCATION FOR LANDSCAPING. MATERIAL IN EXCESS OF THE LANDSCAPING NEEDS SHALL BE o I DISPOSED OF IN AN APPROVED OFF—SITE LOCATION. \ I J 17. ITEMS SHOWN ON THIS SHEET REPRESENT THE EXISTING CONDITIONS OF THE SITE PRIOR TO ��k I CONSTRUCTION. rn rn 18. OVER—EXCAVATION, IN AREAS WHERE EXISTING GRAVITY I I IRRIGATION IS PROPOSED TO BE TILED AND/OR REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT c) U) SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR N REFERENCED GEOTECHNICAL ENGINEERING REPORT, BY I �l MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH # SUBGRADE INSPECTED BY A TESTING COMPANY OR THE o GEOTECHNICAL ENGINEER, PRIOR TO PLACEMENT OF v PIPE AND/OR BACKFILL OF THE DITCHES. POWER POLE TO BE RELOCATED AS � PART OF ACHD ROW IMPROVEMENT 2S 19. SHOULD AN EXISTING SEPTIC SYSTEM BE LOCATED DRAWING STATUS: I �4 DURING CONSTRUCTION, THE CONTRACTOR SHALL XI m o 1 REMOVE ACCORDING TO THE REQUIREMENTS OF THE APPROVED FOR N IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY / 1 TECHNICAL GUIDANCE MANUAL AND CENTRAL DISTRICT CONSTRUCTION HEALTH REQUIREMENTS. THE CONTRACTOR SHALL 0 I VERIFY THE LOCATION OF THE SEPTIC TANK. ALL o DEMO AND REMOVE FENCE — �Q BURIED PIPING SHALL BE EXCAVATED AND TRACED I I _ CONTRACTOR TO COORDINATE WITH I �S) FROM THE SEPTIC TANKS TO THE DRAINFIELD TO THE z o I 2 NEIGHBORING PROPERTY OWNER PRIOR TO S FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE a I SAS, I ANY WORK ON NEIGHBORING PROPERTY. EXISTENCE OF THE DRAINFIELD AND SHALL EXCAVATE o RELOCATE EXISTING LIGHT POLE — COORDINATE THE DRAINFIELD SOILS TO AT LEAST THE WITH PROPERTY OWNER WITH LEVEL OR AS DIRECTED BY THE U 0 5 GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION z 2g� OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE. o m) / PROTECT ANDING PRESERVE FENCE 3 I PROTECT AND ENGINEERS.SURVEYORS.PLANNERS gI PRESERVE FENCE \ 2 9233 WEST STATE STREET Z NOTE TO CONTRACTOR BOISE,IDAHO83714 O 0 I MW I DEMO AND REMOVE CURB & GUTTER — / CONTRACTOR TO COORDINATE WITH NEIGHBORING PHONE 08) 9-69339 u 0 1. REFER TO MITIGATION PLAN FOR DEMOLITION AND PROPERTY OWNER PRIOR TO ANY WORK ON FAX(28)63 6930 NEIGHBORING PROPERTY. REMOVAL OF TREES — SEE LANDSCAPE PLAN. N DESIGN BY: JDP O 0 00 DRAWN BY: JDP LL 5 CHECKED BY: KSK Q a o DATE: 8/21/2018 LU G PROJECT: 18-055 > SHEET NO. O 0 s O 00 a a I z Q0 z N / 00 00 W ci ci PROPOSED MANHOLE #5 0 6 PROPOSED MANHOLE #6 STA: 6+28.34 OFFSET: -0.01' 00 Q1 EXISTING MANHOLE STA: 3+50.85 OFFSET: 0.00' N: 726203.71, E: 2448999.15 STA: 0+50.01 OFFSET: 0.00' N: 725926.25, E: 2448994.70 0 20 40 80 120 N: 725625.45, E: 2448989.86 9� Scale: 1 " = 40 FEET 300' of 8" PVC @ 0.40% 275' of 8" PVC ® 0.40% 9 �,+°° - -�- 2+00 �- 3+00 4+00 5+00 6+00 N L I N D E R ROAD SHEET NOTES ss as�ss s ss�ss = s s's =s"S=s"s v�180 ' ss—was ss�a= ems= =sl's a"s "s - - - - - - - - - - - - - - - 1. SEE SHEET CO.0 FOR CITY OF MERIDIAN STANDARD NA w w w w w w w w w w w - - w - - w w - - w - w w - - w - w 9oa w -}- w - - w— O w W SEWER NOTES AND GENERAL NOTES. z Z `^ rnmrn N ,� 3 _� 2. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. N n/ _9� N _9� r T T— Lu L w 0 0 N Ni Ni N s s s s -s -s s _ _ 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR-35, ASTM O O Lq Un v �— D-3034. REFER TO SHEET CO.0. F a � to 01 V7 :p _ 1 � — — v Cl in v 4. SANITARY SEWER PIPE DIMENSION IN PLAN VIEW ARE L u �" 1p 0o FROM INSIDE EDGES OF SSMH. W � zz x — — "` 77:� — 5. SEWER SERVICES OVER 100' IN LENGTH WILL HAVE A 4" o CLEAN-OUT INSTALLED EVERY 100. CLEAN-OUTS U ASPHALT REPAIR - MATCH + INSTALLED IN DRIVING SURFACES WILL BE TRAFFIC RATED EXISTING SECTION AND ELEVATIONS I PER INSTALLED I SD DRIVING W N N 30.00' CITY OF MERIDIAN I N 6. CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER D SEWER & WATER EASEMENT I 10' MINIMUM MAIN PRIOR TO BEGINNING CONSTRUCTION OF ANY PHASE A SEPERATION OF SEWER MAIN. NOTIFY DESIGN ENGINEER IF ELEVATIONS °z � N Q ,� 3 I DIFFER FROM CONSTRUCTION PLANS. U 7. ALL SEWER SERVICES TO MAINTAIN 5' MINIMUM OF MATCH LINE SEPARATION FROM MANHOLES AND ADJACENT SEWER SERVICES. SEE SHEET C2. 1 8. ALL SEWER SERVICES TO BE CAPPED AND MARKED PER ISPWC SD-511A. 9. MAINTAIN 18" VERTICAL SEPARATION BETWEEN POTABLE/NON-POTABLE MAINS AND SERVICES PER DEQ AND CITY OF MERIDIAN STANDARDS. r-I PROFILE SCALE PIPE DIMENSION IS b HORIZ: 1" = 40' MEASURED FROM z 00 „ CENTER MANHOLE zz Z N VERT: 1 = 4, Z Z N O TO MANHOLE (~!1 X a- Z#� L X X W Ld J_ W W i-. d i-.LLI 0� .-LLI . (n ?i`. . . W O .-�— O -1Q J : I . 00 m T J N N 00 N QO `Z-': 0) Q z 2580 Q 2580 Z - 00 00 0 o 00 't000 � N _ J 0 0 0 0 LO 00 — Co � O N ^ 00 N 0 N 'tO� 0 WNr, � , I..L Z N N t- N t 000,E N D+0 Z D v / +N Z Z O Z O W 0 vi 0 cD N — O z ` LL N .. .. O +0Z ~� Z Z O Q W> > > > > Q w z z z z z EXISTING GROUND d-V)N - N - - a(n&Ez z 2575 — v 2575 w V) U FINISHED GROUND 8" WATER MAIN J D LL 2570 2570 z D UNDERGROUND GAS LINE O m 2565 2565 CORE AND GROUT EXISTING MANHOLE AND CONTINUE AS SHOWN HEREON. RE-CHANNEL MANHOLE AS NECESSARY. 2560 275' of s" FVC ® 0.40% 2560 300 of 8" PVC @ 0.40% 0 2555 2555 DRAWING STATUS: a X APPROVED FOR N d CONSTRUCTION o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT o I I I 3 FINISHED GROUND CENTERLINE OF SEWER PIPE ALIGNMENT z 2550 2550 06 0 0 N O ( , m N 00 �") N 00 M NO �") In 00 � Cn 00 � CO � 'cf N N p c0 r o n n n � r ^ r- ^ r ^ r- LO n r � ^ n � � r z L0 � L0 � L0 � Cq 0 L0 0 0 L0 L L0 L0 LO LO � 0 � 0 � � Ln L kiiill I a 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 N0 ENGINEERING n/ 0 3 ENGINEERS.SURVEYORS. PLANNERS 0+00 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 z g 9233 WEST STATE STREET BOISE,IDAHO 83714 O 3 PHONE(208)639-6939 U a FAX(208)639-6930 DESIGN BY: JDP O 0 DRAWN BY: JDP LL g CHECKED BY: KSK Q a o DATE: 8/21/2018 L U u PROJECT: 18-055 > SHEET NO. O s a MATCH LINECO w� kdP f�''' T z Q0 o N HIS SHEET o w N I CA co �-�- � 0 I m SEE VIEWPORT W O xv Z7 O � 00 FOR ORIENTATION > � I 3 w 20 LF 6" PVC SEWER © 2.0% m uj � � � PROPOSED MANHOLE #3 a o � N STA:10+84.38 IE 2562.38 � o 40 LF 4" PVC SEWER ® 2.0% N 00• m m STA: 1 1+75.02 OFFSET: -0.01' 00 Q, Q, z STA:9+50.10 IE 2562.25 ■ 315' of 8" PVC © 0.40% 1 1+00 g N: 726516.66, E: 2449235.60 0 20 40 80 120 � O 3 1 10 00 m z 00 uj 1 of = D 1 d} � 20 LF 4" PVC SEWER 2.0% Scale: 1 " = 40 FEET � z w 9+00 � 9 w I N 1 a"s "s s"s s"s "s s"s "s \�d3 STA:12+94.28 IE 2563.32 m N (� _ _ �X PROPOSE MANHOLE #1 m 1 �eW N = 1 147., �\ I STA: 14+02.58 OFFSET: 0.05' SHEET NOTES Cn D 1 I d3 3 d3 006 d3 da = 1 � -F '^` - � ` - - °'�--���"w- - a - N: 726720.47, E: 2449313.13 r 1 P €�� 1. SEE SHEET C0.0 FOR CITY OF MERIDIAN STANDARD z N = 1 a° a.,W a,.W a,.W a,.W m - p \ d3 mow\ � 20 LF 4" PVC SEWER @ 2.0% SEWER NOTES AND GENERAL NOTES. z z o m n 1 _ _ _ o N m z 1 I I 9 I I \ STA:13+90.52 IE 2563.97 N m = 1 I 7+00 8+00 w m 1 L J L J \ \ 2. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 2 W s s"s a" -� 8"s 81s a"s f ■ 135' of 8" PVC 0.4 Cr eh �\ w o r 1 10 IRRIGA \ s \ 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR-35, ASTM - e W z z = W = -II `�� `� 13�DO 8, 146'�\ I 9 14+00 I I u cJ Lu n z 1 - - \ r _1 _1 D-3034. REFER TO SHEET CO.0, SEWER NOTE 13. F a N 1 230' of 8" PVC ® 0.40% , C,� F,�3` a \ Ea \ 4. SANITARY SEWER PIPE DIMENSION IN PLAN VIEW ARE 0 m 1 s p w PROPOSED MANHOLE #4 p �� m \ 3d3 d�-d �F7�� FROM INSIDE EDGES OF SSMH. 1 w STA: 8+59.73 OFFSET: 0.00' 40 LF 4" PVC SEWER @ 2.0% y0 5 " l \ + a"s N: 726201.41, E: 2449230.53 STA:11+10.66 IE 2562.89 GG - / I 5. SEWER SERVICES OVER 100' IN LENGTH WILL HAVE A 4" ,L P 8•. 90' 8" PVC 0.60% 0. - - CLEAN-OUT INSTALLED EVERY 100. CLEAN-OUTS O a 14+13 I INSTALLED IN DRIVING SURFACES WILL BE TRAFFIC RATED m 9 EP 8 w w s rs' PER ISPWC-SD 506A. U � \ �P E m o 6. CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER OW I `,' J 9 LT_ L J MAIN PRIOR TO BEGINNING CONSTRUCTION OF ANY PHASE o 3 0 40 LF 4" PVC SEWER @ 2.0% ��, z OF SEWER MAIN. NOTIFY DESIGN ENGINEER IF ELEVATIONS o N M v> �; �� � R DIFFER FROM CONSTRUCTION PLANS. ``�w STA:13+06.51 IE 2563.77 Q- D - Z A PROPOSED MANHOLE #2 QJ ? O G� STA: 13+11.76 OFFSET: 0.00' °vo�` �� z 40 LF 4" PVC SEWER ® 2.0% 7. ALL SEWER SERVICES TO MAINTAIN 5' MINIMUM OF n SEPARATION FROM MANHOLES AND ADJACENT SEWER ti N: 726629.66, E: 2449312.60 STA:13+95.48 IE 2564.39 4v t�Q SERVICES. Oz Oz V�� 8. ALL SEWER SERVICES TO BE CAPPED AND MARKED PER ISPWC SD-511A. 9. MAINTAIN 18" VERTICAL SEPARATION BETWEEN POTABLE/NON-POTABLE MAINS AND SERVICES PER DEQ AND CITY OF MERIDIAN STANDARDS. r-I O PIPE DIMENSION IS PROFILE SCALE PIPE DIMENSION IS z PROFILE SCALE MEASURED FROM z HORIZ: 1" = 40' MEASURED FROM HORIZ: 1 = 40 CENTER MANHOLE O CENTER MANHOLE VERT: 1 = 4 cn 2585 VERT: 1" = 4' TO MANHOLE 2585 2585 TO MANHOLE 2585 - O LLIM.. T J_j OJ �' JOB �� m 2 w N z� z v =o z w z0 z `' Q0 z Q �L LL_ _ 00 ao Q zo z v O o0 00 ooO ' � IDO rn 0 m� CO 2580 00 N 00 r N � a0 N 2580 z z 2580 m� °° N 2580 00iz � ��� Lp N pNl- � p Q w O N . p�00 CO N (n +� N H WO N pr r O±LQz O O NZ O 0 �NO S l,.,ai� Ln N OWN - �� > > OQ > L o+�i N o- z z FINISHED GROUND o cn ? z x z W z 0-cn o- - - 0_OO N - O FINISHED GROUND W�m > > O W aV)FEz z 2575 2575 U 2575 _ 2575 J LL EXISTING GROUND 8 WATER MAIN EXISTING GROUND " z 2570 2570 � 2570 &�11 2570 � 2" WATER SERVICE 6" FIRE SERVICE 2" WATER SERVICE 6" FIRE SERVICE m 4" PRESSURE IRRIGATION LINE 1 4" SEWER SERVICE 4" SEWER SERVICE 2565 1- SOUTHEAST 1 - EAST 2565 2565 2565 4" SEWER SERVICE 1- WEST 4" SEWER SERVICE 4" SEWER SERVICE 135 1- EAST 1- EAST g0' of 8" F C ® 0.60% ' of 8" PVC 0.40% 4" SEWER SERVICE 4" SEWER SERVICE 2560 230 of 8" PVC ® 0.4 % 315' of 8' PVC ® 0.40% 2560 315' of " PVC © 0.40% 1- NORTHWEST 1 - WEST 2560 2560 0 DRAWING STATUS: a X APPROVED FOR m2555 2555 2555 2555 CONSTRUCTION d 0 d O 3 z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT O 06 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT I I I I I I FINISHED GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISHED GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2550 2550 U z 2550 2550 0 okii ill I o r` � 7 N 4 M r- ) r`o O N ro 00 LO � ui n r7 r7 0 0) r7 uiENGINEERING L � LO vLL/ N N N N N N ENGINEERS.� ,r U) ^ LO ^ N N N N N N N N N C14 g N N N N N N N N N N N N N N 9233 WEST STATE STREET BOISE,IDAHO 83714 O 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PHONE(208)639-6939 u 7+00 7+50 8+00 8+50 9+00 9+50 10+00 FAX(208)639-6930 DESIGN BY: JDP O 0 DRAWN BY: JDP LL g CHECKED BY: KSK Q a o DATE: 8/21/2018 w u PROJECT: 18-055 > SHEET NO. O s aC2. 1 � a 00 CD I z vs C.0 O r D-. ;p sz II I3 m 0000 W -1 -1 Q O N M -1 W m 3 LM 6 13 _ 11RI 0 20 40 80 120 mv ~ I Id Id Id Id I d Id Id Id r - - - - - - - - - — — Scale: 1 40 FEET - - - - - - - - - - - - Id — - - — — — — — — — — — — II 3 INSTALL 78 LF 8" W C-900 WATER MAIN I I a WATER KEYNOTES (#W) ON wW IIIII BO xx N 0/ 1 INSTALL wLu Lu o — x 0 SADDLE. F LU 2 INSTALL 6 LF 8" C-900 WATER MAIN 1 — 8" GATE VALVE u —W— — — v ~ 11w - - - I 1 — THRUST BLOCK CONTRACTOR SIZE AND LOCATION OF WATERLOT 2 5 PRIOR TO CONSTRUCTION.1 4 r 2. INSTALL x _INSTALL 24 LF 8" 30.00' CITY OF MERIDIAN 1 — THRUST BLOCK C-900 WATER MAIN SEWER & WATER EASMENT 1 — 8" 22.5° ELL3. INSTALL v 1 THRUST BLOCK ZR N INSTALL 79 LF 8" I I 1) I C-900 WATER MAIN I 4. INSTALL 1 — 2" WATER SERVICE CONNECTION WITH 2" METER AND s 3 I x 2" METER SETTER PER MERIDIAN SD—W4. 37 LF 2" SERVICE CONNECTION LINE INSTALL 4 LF 8" w I — 5. INSTALL I C— NS WATER MAIN `� I cx 1 — 2" WATER SERVICE CONNECTION WITH 2" METER AND 2" METER SETTER PER MERIDIAN SD—W4. 3 I I � 12 10w i i 17 LF 2" SERVICE CONNECTION LINE 1 1 W 6W 5 6. MAINTAIN 18" VERTICAL SEPARATION BETWEEN — _ a x POTABLE/NON—POTABLE MAINS AND SERVICES. J I I F NECESSARY.CONTRACTOR 0 0 O INSTALL VERTICAL BENDS IN WATER MAIN 3 I I 4 3 C INSTALL900 WATER MAIN I I _ 0 0 I I I a 7. INSTALL x 1 — 8"x8"x6" TEE INSTALL 51 LF 8" / n I 1 — 6" GATE VALVE LOT 3 00 7 LF 6" C-900 FIRE LINE 13 I I C-900 WATER MAIN s / LOT 4 I 1 — FIRE HYDRANT PER MERIDIAN STANDARD DRAWING W7 AND W9. II 1 — THRUST BLOC K9S0 4?O-0 6 4 ��&4-0 N 8. INSTALL s 18x8"x6 TEEX VALVE3 12 LF 6" CE900 F RE LINE z 1 — FIRE HYDRANT PER MERIDIAN STANDARD DRAWING W7 1 ND z THRUST BLOCK x O / 9. INSTALL 3 L l E� � 1 — 2" BLOW—OFF ASSEMBLY FOR FUTURE WATER MAIN PI PI PI— — —PI — — PI — — —PI PIG PEG PI EG PI EG Ps I PI E8 PI L P�pI pI E - PI PI PI 3 — EXTENSION. REFER TO CITY OF MERIDIAN SUPPLEMENTAL INSTALL 53 LF 8" — SPECIFICATIONS SD—W13. O C-900 WATER MAIN 1 — THRUST BLOCK m = HG 10. INSTALL STALL z I 3 I II INSTALL 49 LF 8"r / I ® Q C-900 WATER MAIN 1 — 8" MJ X 8" MJ X 6" FLG TEE Q Q I I 1 — 6" FLG X MJ GATE VALVE N J v ~ I �I INSTALL 657 LF 4" s / / 3 4 PRESSURE IRRIGATION MAIN / I 17 LF 6" PVC z a 1 — 2" BLOW—OF ASSEMBLY � 4 3 I 11. INSTALL O Q w I 1 8 MJ X 8" MJ X 6" FLG TEE 1 ~ 12 I a 37 LF 6 FLG X VC MJ GATE VALVE 2 0 Q 3 I INSTALL LF N 10w I 1 — 2" BLOW—OF ASSEMBLY 11,C-900 WATER R MAIN W M — LOT 5 I 12. MAINTAIN 18" MINIMUM HORIZONTAL SEPARATION BETWEEN 0 1 ri 0 I — I _ TAPS. U co 5 1 3 �I N I I 13. INSTALL J I I 6W i 1 — 2" WATER SERVICE CONNECTION (LANDSCAPE) WITH rq 2" METER AND 2" METER SETTER PER MERIDIAN SD—W4. ILL 17 LF 2" SERVICE CONNECTION LINE. 3 I 4 NOT A 30.00' CITY OF MERIDIAN I SEE SHEET IR2.0 FOR FOR BACK FLOW PREVENTION T I PART EWER & WATER EASMENT I Z I -I INSTALL 153 LF 8" I O � 3 C-900 WATER MAIN f 13 � � I � coI I � 11 00 I 12W 10 3 INSTALL 32 LF 8"— C-900 WATER MAIN Cn — I I — 3 I a z 1 1 W 6W I 5 V) 00 LOT 6 I UJ W s I I DRAWING STATUS: 13 U- — — C) 4 12W INSTALL 50 LF 8" I I APPROVED FOR 00 M I I C-900 WATER MAIN I CONSTRUCTION 3 ~ o Ld INSTALL 237 LF 8" o C-900 WATER MAIN 6 o I o w 1 W M ``e I 8 I Z �" I I "� � J INSTALL 10 LF 8" I I 0 0 1 $ e W 8"W 8"W s"w 8"W "w I C-900 WATER MAIN N I T 2 I U — — I o s g°° 81. 8„S 8„S 8"S 8"S 8"S 8 S — J z 3 a OENGINEERING N o I 6 s MYy ENGINEERS.SURVEYORS. PLANNERS 13 9233 WEST STATE STREET O BOISE,IDAHO 83714 I MW 3 PHONE(208)639-6939 U �' FAX(208)639 6930 o °0 3 DESIGN BY: JDP O DRAWN BY: JDP LL g CHECKED BY: KSK Q o DATE: 8/21/2018 w u PROJECT: 18-055 > SHEET NO. O s a Co CD I z vs C.0 O r D-. N ;p sz I � I3 - qv INSTALL 35 LF 10" PVC W00 00 SLEEVE PER X—SECTION ROAD 2" LANDSCAPE WATER METER SEE SHEET IR2.0 a CROSSING DETAIL SHEET C0.1 FOR REDUCE PRESSURE BACKFLOW DEVICE. o o 1 3 I INSTALL 230 LF 4" PVC I PRESSURE IRRIGATION MAIN 4PI 4PI 3 2PI 0 20 40 80 120 _ 2PI �R - - — - - IdId - - Id - - - - - - - - — - - - - — Scale: 1 " = 40 FEET m hd Id Id Id Id Id J — Id Id Id Id Id Id d Id Id Id Id Id Id Id 3 I INSTALL 396 LF 4" PVC — — — — — — — — — — — — — — — — -- W PRESSURE IRRIGATION MAIN Ln I I _ Z V) V) I 3PI 3PI I l a l PRESSURE IRRIGATION KEYNOTES (#PI) O w W m N I O I I �`�' I I I 1 PVC . INSTALL > W 2 2 v 3 I I PRESSUREINSTAL 46 LF IRRIGATION MAIN \ 3 / I I 1 — 4" TEE o 0 1 — 4" ISOLATION VALVE PER SETTLERS IRRIGATION F a m I STANDARD DETAIL PIRRO3002 AND DETAIL SHEET CO.1 v —W— — — I �o I I I — — — I I 1 — THRUST BLOCK PER SETTLERS IRRIGATION 1 3 I I I I I STANDARD DETAIL PIRRO3006 AND DETAIL SHEET CO.1 1 I I I LOT 2 r — LOT 1 I I — ` — I l a l 2. INSTALL 4' 90° ELL a� I 1 — THRUST BLOCK PER SETTLERS IRRIGATION 3 I I i STANDARD DETAIL PIRRO3006 AND DETAIL SHEET CO.1 I —I I I a 3. INSTALL 3/4" LOT IRRIGATION SERVICE HOOKUP PER I I C 3 J SETTLERS IRRIGATION STANDARD DETAIL PIRRO3005 AND DETAIL SHEET CO.1 Z N 3 ri 4. INSTALL I I I 1 — 4 ISOLATION VALVE PER SETTLERS IRRIGATION s 3 I I I STANDARD DETAIL PIRRO3002 AND DETAIL SHEET CO.1 I I I 1 — THRUST BLOCK PER SETTLERS IRRIGATION 1 3 I I I STANDARD DETAIL PIRRO3006 AND DETAIL SHEET CO.1 I W I 5. INSTALL MAINLINE DRAIN DETAIL PER SETTLERS 00 3 I IRRIGATION STANDARD DETAIL PIRRO3001 AND DETAIL C) i I SHEET CO.1. 3 � — — — INSTALL 265 LF 4" PVC 0 I 6. IR O PRESSURE IRRIGATION PUMP STATION — SEE SHEET PRESSURE IRRIGATION MAIN I I I I I J 3 � I 00 E I 7. INSTALL 1 — 4" TEE 0 0 3PI / I I l m 1 — THRUST BLOCK PER SETTLERS IRRIGATION STANDARD DETAIL PIRRO3006 AND DETAIL SHEET CO.1 zo 1 I I 1 3 I I LOT 3 / 5 / LOT 4 k, I INSTALL 65 LF 10" PVC 3 I SLEEVE PER X—SECTION ROAD / �b s I I INSTALL 20 LF 4" PVC CROSSING DETAIL SHEET C0.1 2PI I I PRESSURE IRRIGATION MAIN PRESSURE IRRIGATION NOTES I _0I I / INSTALL 19 LF 4" PVC I I 1. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY O 3PI PRESSURE IRRIGATION MAIN I I 2PI THE BOUNTIFUL COMMONS HOMEOWNERS ASSOCIATION. z 3 I I 1 PI 2. CITY OF MERIDIAN POTABLE WATER WILL BE USED AS z 6P1 THE PRESSURE IRRIGATION BACKUP SOURCE. 7PI INSTALL 5 LF 4" PVC I I I O I — — — — — — — — — — — — — — — — — — — — — - —� EG EG EG EG G EG ES G {PRESSURE IRRIGATION�MAIN 3. COMMON LANDSCAPE AREA = 16,700 SF. o PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI I PI PI PI PI PI 2PI I I - O z c, II 3PI 4PI / �� / / 4PI I 2PI m = Q INSTALL 162 LF 3 II PRESSURE IRRIGATION' MAIN / �� / 3PI I PRESSURE IRRIGATION MIN INSTALL 413 LF 4" PVC ®"G INSTALL 8 LF 121�k " PVC Q J INSTALL 68 LF 4" PVC I N PRESSURE IRRIGATION MAIN I z � z z O I m Fo O Q CoI V I � I �3 INSTALL 196 LF 4" PVC W M O — PRESSURE IRRIGATION MAIN I m III _ J LOT 5 l a � — 13 � o II SA LOT I I J II I LL 3 4 NOT A Co 4 PART I Z) O ° , I °° I I I I � a I o " 00 � I I 3PI I I3 C I I o m 00 Li I 13 I I I o � 3 rnF °°; LOT 6 DRAWING STATUS: a I j l APPROVED FOR 0 13 �� �, I °° CONSTRUCTION t A 3: 1 / I O ~ I I d& d3—ate d3o3--� — o T I I I — J g 8" 8„ 8„S 8„S 8„S 8„S 8»S .8 N 0 3 — kiiill I 71 ENGINEERING o ao () r M W ENGINEERS.SURVEYORS. PLANNERS I o I 3 9233 WEST STATE STREET I O g I MW PHONE(08)63936939 a 00 FAX(208)639-6930 a o I 3 DESIGN BY: JDP O DRAWN BY: JDP LL g CHECKED BY: KSK 0 a 0 DATE: 8/21/2018 w u PROJECT: 18-055 > SHEET NO. O s a 4. � a Co CD I z vs C.0 O r D-. 0000 MATCH LINEo0rA 00 m SEE 0 15 30 60 90 SHEET C5 . 1 Scale: 1 " = 30 FEET Ln EG CL EG ° E z ) V)/00 75 09 05. LEGEND O z Z 5.29 EG GB w gQ CL 74.45 75.05 - > W \ a' 74.94\FL MA 75.43 Lu o 0 I \ I 74.30 7 �4'89 �74.40 �� ( FINISH GRADE ELEVATION F uj a � FL 9, I u � cl FL 1.50% 74.84\ 5.12 74.79 FINISH GRADE SLOPE� � / � I I CL I I \ 0 �° - - - - 2575- - - - -m I II I 74 F 74.1 4.26 / \ EXISTING GRADE CONTOUR I I / 0 ��o \ -� 2574�I I I 1 2.0% 1 2.0% 74.10 / I I FUTURE GRADE CONTOUR FL I I r I 4.94 GB J 74.64 Z / I I FLOWLINE N I I / \ \ \ 7 I GRADE BREAK ( I S, LOT a W A\ 5 \ SHEET NOTES I I I I 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT Fa NOT A a / I UNLESS NOTED AS FOLLOWS: I [a W \ I I RIM - RIM OF STRUCTURE PART I ° 1 / I TA = TOP OF ASPHALT o I \ I CON = TOP OF CONCRETE MA = MATCH EXISTING /0. \ FL = FLOW LINE u W I GB = GRADE BREAK 75.03 CL 75.03 / I I I SW = TOP OF SIDEWALK 75.3 I \ FG = FINISHED GRADE r �74.49/ / \ I I,I TW = TOP OF WALL FL I / ROAD AND PATHWAY 74.49 }f-y FL I� TBC= TOP BACK OF CURB 2 0% I \ I/ IMPROVEMENTS BY OTHERS 20% CL - ROAD CENTERLINE / o 1 W I GENERAL NOTES z I1. SEE SHEET C1.0 FOR PROJECT NOTES z � W / > 0 o = z I m a CoQ Q w N I i ,n 75.67 ' V) v CL a I z z 1 75.37 I Q z O I N 75.37 c 2.0% Q 1 02% I G Q / 1 0- W DC 2s, LOT I J o 1 o t W I6 _75.06 75.601 GB 60 ILL I I 1 \ 74.35 -� 75.06 z I 74.99 74.12 FL 2.17. 2.0% FL 2 EXISTING POWER POLE MA FL 73.92 I 73.75 73.68 75.90 / SAS 0 TO BE RELOCATED 1 �74.58 FL FL F ♦ CL a Co II ` d3 d3 d3 6P $10 I \ d3 as d3 �. I 1 1.7% % b� 0.4% 7T22 ° I I I i 0.4% f CL.74 GB }c° 74.9L �1 I N 0. / O 1 1.1 cv 0.4% Iq 0.4% 74.51 CN 73.51 74.21 / \ I 1 CL ,N 0.4% 74.05 FL \ J I \ - -84 74.74.5 7508 08 - - - --� MA GB ri 74.38 / s 1 74.19 MA II � 74.58 / I n / MA MW -2575- / DRAWING STATUS: o / G / APPROVED FOR CONSTRUCTION 06 I I I / 0 o U a 0 � ENGINEERING OC ENGINEERS.SURVEYORS. PLANNERS d 9233 WEST STATE STREET z BOISE,IDAHO 83714 0 PHONE(208)639-6939 U ID o FAX 208 639-6930 DESIGN BY: JDP O 0 DRAWN BY: JDP LL g CHECKED BY: KSK Q a o DATE: 8/21/2018 w u PROJECT: 18-055 > SHEET NO. 0 s a 5. � a Co CD I z vs C.0 O r D-. 0000 W -1 -1 Q O N M -1 C0 C1 0 15 30 60 90 Scale: 1 " = 30 FEET Ln LEGEND O Z Z > LU Lu 55.43 o 0 FINISH GRADE ELEVATION F a u I 1. o FINISH GRADE SLOPE I - - 2575- - - - - / I EXISTING GRADE CONTOUR I I FUTURE GRADE CONTOUR F N l 73.82 - FLOWLINE 74.05 74.27 74.27 74.05 73.82 MA MA MA - MA MA MA _ 73.28 73.28 GRADE BREAK I I i I I FL W EG EG / EG EG FL \ r \ 73.86 I I I 73.47 1 MA 12 w MA FL� / I 73.31 \ 1 I I I J I 03 *---FL V 74.30 3�-�3 I � SHEET NOTES I74.23 I � I 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT 73.65� W I UNLESS NOTED AS FOLLOWS: / I r I 73.58 �73.39 �73.32 I _ FL \ I I RIM RIM OF STRUCTURE 7 v ( I I I\ FL 73.74 ", 73 48 FL FL I I I I I TA = TOP OF ASPHALT 1 I I FL 74.37 74.11 FL III CON = TOP OF CONCRETE 73.83 1.1% 2.9% I I I I MA = MATCH EXISTING W I �73.57 I FL = FLOW LINE I FL GB = GRADE BREAK FL I III SW = TOP OF SIDEWALK \ I I -2574' I w I �I I I TG FINISHED GRADE LOT I I W TOP OF WALL I W LOT I I I TBC= TOP BACK OF CURB rri2 I I CL = ROAD CENTERLINE l 11 I 1 I III I 0 rn I I W I I II I GENERAL NOTES z 74.80 I CL I I I 1. SEE SHEET C1.0 FOR PROJECT NOTES z I J I I III O }} I I I 74.09 73.83 I III II II �I FL e.63 74.37 FL Ip m = z W I � Q a ' I cn 0 _ 2.9% 2514 / / I I � z z� O Q � \ II �I ROAD AND PATHWAY 74.93 CL 75.1oW w / \II I O 0 I � IMPROVEMENT BY OTHERS III U I J 0 0 p J h I 74.F9 .67 FL I 10 FL / - I 1 W I 75.09 00 oO /LOT C / / I z � LOT II � I3 74.55 7 .2 / I O FL / _ -2574� 4 I I Co �R 74.87 74.70 �9 �74.36 I \ I FL-\, �00 ?6' FL 75.24 �0 175.14 � GB I I a 75.46 75.06 9 I I I / 75.05 I CL Q FL.55 \ I 74.95 75.12 I I JJ 75.38 EG 74.71 EG EG EG EG 75.52 CL E EG C EG EG EG EG EG EG EG EG// EG EG EG EG - J 5.00 Gg.09 of � f -- o - 1 1 5.29 -e= � . Ea--LG CL LL 74.45 75.�t; 75.23 75.62 �-74.94 FL I MA MA a DRAWING STATUS: APPROVED FOR 0 CONSTRUCTION d 0 MATCH LINE t� 3 z 0 06 O SEE SHEET C5 . 0 u 0 o 0 1� ENGINEERING ENGINEERS.SURVEYORS. PLANNERS V) d 9233 WEST STATE STREET z BOISE,IDAHO 83714 O PHONE(208)639-6939 U ID o FAX 208 639-6930 DESIGN BY: JDP O 0 DRAWN BY: JDP LL g CHECKED BY: KSK Q a 0 DATE: 8/21/2018 w u PROJECT: 18-055 > SHEET NO. O s a 5. 1 � a Q J \PI E I OF p�� ¢�0 P.00 89L�' % j U _ O - 9.24.2018 ti= LA-16635 STEEL WEIR PLATE. 12 WIDTH AT r ^ AN P� CREST. REDHEAD TO CONCRETE V /� D I IPys WALL. //Z V w Q B A E R 'O/' iLi greg@baerdg.com 9.5'x7'x6" CONCRETE PUMP PAD � Ph. 208.859.1980 PREFABRICATED PUMP STATION. SEE PUMP STATION PLANS. CONCRETE PUMP PAD z ////--48" DIA. CONCRETE WET WELL. 48" DIA. CONCRETE WET WELL. 4' CLEARANCE IN 6" DIA. C900 PVC. APPROX. 4' LENGTH. 1 CIPOLETTI WEIR PLATE O FRONT OF PUMP SEE DETAIL THIS SHEET. v� CONTROL PANEL NTS w F CLEMONS CW400 CLEARWATER SCREEN WITH 10 MESH L - 12.5' 01 SCREEN, SEALED BEARINGS AND 6" GASKETED SLIP 4.5' 5.0 3.0 A COUPLER. B B 0.5' 4.0' 0.5' 9.5 CONCRETE WEIR BOX SEE DETAIL 0.5' o THIS SHEET. S.. z 3.5' 8.0' 1.8' PROPERTY LINE. 1.5" PE SCREEN RETURN LINE. PLUMB TO CLEARWATER % SCREEN, EXTEND TO SCREEN RETURN PORT/ELECTRIC 3.5' 7.3' 3'5 EXISTING GRAVITY IRRIGATION PIPE. VALVE ON PUMP STATION AND PLUMB TO PUMP STATION. 7.0' / / SAVE AND PROTECT. REMOVE PVC 1.5' 1.25' 1.5' 1.25' ELBOW, CUT TO LENGTH AS CIPOLETTE WEIR. SEE DETAIL. 1.0' / 5.0 REQUIRED. 0.5' EXISTING C-10 CANAL GATE. POLY COATED STEPS AT 12" O.C. WEIR GAUGE. SET ZERO AT SAME ELEVATION AS WEIR DIRECTLY UNDER WET WELL HATCH z FOR ACCESS INTO/OUT OF WET SAVE AND PROTECT. /� CREST. INSTALL 18" UPSTREAM OF WEIR. SECURE TO 1 WALL OF IRRIGATION BOX. 1.5' Q EXISTING IRRIGATION BOX. WELL. EXTEND LENGTH OF WET // SAVE AND PROTECT. WELL. CL 3.0' 3'-8" x 1'-3" x 3/16" DIAMOND / VERIFY z f _ EXISTING IRRIGATION PIPING. PLATE COVER. SECURE TO WET EXISTING GRAVITY IRRIGATION PIPE. ON SITE Q SAVE AND PROTECT. � WELL AND PUMP PAD WITH (4) A SAVE AND PROTECT. INSTALL 1 O F- 5/16"x4" RED HEAD CONCRETE THROUGH KOR-N-SEAL BOOT AT / 5, z Q ANCHOR BOLTS. CENTER OVER NEW IRRIGATION BOX. 0 0. z � OPENING TO CLOSE ALL OPENINGS / TO WET WELL. / O / O � SITE PLAN 0 5 10 WET WELL, PUMP PAD AND INTAKE BOX LAYOUT PLAN 0 5 10 °° Q z D 0 O Scale 1" = 5-0" Scale 1" = 5-0" 2 WEIR BOX 0 2 4 V) - F- v) ^ a Scale 1" = 2'-0" z Q O o � - or_ � w Co� � z U SEAL JOINT BETWEEN PUMP PAD J O AND WET WELL WITH SELF LEVELING D SEALANT OR APPROVED EQUAL. L.L Q Q9 WET WELL RIM EL: 76.8' z or_ 6" THICK CONCRETE PAD OVER 6" (TO MATCH WEIR BOX RIM EL.) D RIM EL: 76.8' COMPACTED STRUCTURAL BASE O - ASSUMED. SHALL MATCH RIM FINISH GRADE ° 07 ELEVATION OF EXISTING IRRIGATION BOX UPSTREAM. Q 4 , n 3.0' v 1.5" PE SCREEN RETURN LINE. STEEL HANDLE TYP OF TWO WEIR CREST EL:7'1 7 5.2' a° ( ) CONCRETE HEADWALL INV EL: 74.1' PLUMB TO PUMP STATION SCREEN RETURN VALVE. PENETRATE BEVEL HEADWALL OUTFALL AT 45' a IRRIGATION BOX ABOVE HIGH WATER 4.5' 16 REDHEAD BOLT (TYP OF SIX) ANGLE TO ALLOW UNRESTRICTED LINE. CASCADE OF WATER OVER WEIR. ° ° ° CLEMONS CW400 CLEARWATER EX. 12" INV.: 73.8' SCREEN WITH 10 MESH SCREEN, EXPANDED STEEL LID WITH 2" FLAT IRON FRAME. (BENCHMARK) SEALED BEARINGS AND 6" TACK WELD EXPANDED STEEL TO BOTTOM SIDE 4.5' 4 GASKETED SLIP COUPLER. OF FRAME. 4.0' SEAL JOINT BETWEEN PUMP PAD 4.3' 3.8' - 6" INTAKE INV EL: 71.6' AND WET WELL WITH SELF LEVELING 120' DRAWING STATUS: SEALANT OR APPROVED EQUAL. 4.0' 1.8, ° HINGES (TYP. OF THREE) SECURE TO EACH LID CONSTRUCTION SUMP EL: 69.8' ° TO ALLOW ACCESS TO EITHER SIDE OF WEIR BOX. SET ° C ° MIN. 12" COMPACTED STRUCTURAL ° BASE OVER UNDISTURBED SOILS. ° OO O O o 0 o O`J O O O O O OO-4r 6.^, 4O�O� ly�J Is 00 EXPANDED STEEL LID WITH 2" FLAT IRON FRAME. TACK WELD EXPANDED STEEL TO BOTTOM SIDE SECTION A-A 3.5 OF FRAME. ki16 a m a ENGINEERING STEEL HANDLE (TYP OF TWO) ENGINEERS.SURVEYORS.PLANNERS 3 ° Z NOTES: 4 ° MIN. 12" COMPACTED STRUCTURAL 9 s 9233 WEST STATE STREET 3 BOISE,IDAHO 83714 1) ALL PIPE PENETRATIONS SHALL INCLUDE KOR-N-SEAL BOOT OR APPROVED EQUAL. a a ° 4 BASE OVER UNDISTURBED SOILS. PHONE(208)639-6939 � 2) ELEVATIONS ARE BASED ON MINIMAL SURVEY INFORMATION. CONTRACTOR SHALL ° FAX(208)639-6930 VERIFY ALL ELEVATIONS ON SITE. �O o 0 0 0 0 0 0 0 0 0 CONCRETE WEIR BOX DESIGN BY: GB a J � DRAWN BY: GB CHECKED BY: GB 0 u DATE: AUGUST,2018 LL PROJECT: 18-055 3 WEIR BOX - SECTION A-A 0 2 4 4 SECTION B-B 0 2 4 r5' LID - WEIR BOX o 2 4 SHEET No. 00 0 Scale 1" = 2'-0" Scale 1" = 2'-0" Scale 1" = 2'-0" I R1.0 N Q VAF1 J \��\��P�EIOF Ogyo PSID PG The pump shall be capable of .. �� P. full demand flow and filter and SCOPE OF WORK 6. Pre-Programmed Start-Up Routines to limit and/or delay screen demand. DESIGN SPECIFICATIONS The VFD, PLC, and associated electrical equipment shall be 9 p Y Packaged Pump Station supplier shall provide a variable speed mounted in a NEMA 12 enclosure rated for indoor installation. starting and acceleration of the pump to eliminate excessive _ t, ° To avoid potential water or rodent damage, VFD's mounted velocity and pressure. It shall also include initial start-up, CHK Design Flow Rate: 70 GPM @ 80 PSI submersible turbine pump station complete with pump, piping, p 9 0 O — � 9.24.2018 F, Psi valves, sensors, variable frequency drive(VFD), programmable outside the main control panel are not acceptable. mainline fill, power outage and automatic re-starts. LA-16635 ~ AR VAF1 Duty Pump Details: 7.5 HP/Pump 110 GPM @ 195 TDH IC logic controller(PLC), UL 508A listed control panel, and all Jockey Pump Details: N/A HP/Pump N/A GPM @ N/A TDH appurtenances necessary for a complete and functioning ( � / L AR u ry p g PLC Monitoring Functions v // "4 ND \ ° pumping system. The station shall be mounted to press brake Control Panel Manufacturing& Testing � \\ Ic - ----- -----------� Minimum Power: - Volt / - Phase p P g Y P 7 7�111I 11��� I EP formed steel base and enclosed in a powder-coated marine 1. Pump operating status, total pump run hours, motor L Model# V1 S070X00070-08OV2PBIMFINS p The pump control panel shall be manufactured and listed by a KD , , grade aluminum enclosure. The um station shall be frequency, motor amperage I I g pump UL508A Panel Shop. The panel shall be UL labeled as an PMP1 33 manufactured by a UL QCZJ certified pump station "Enclosed Industrial Control Panel". The um control panel 2. System pressure,flow rate _ BILL OF MATERIALS manufacturer. pump pUJ ° +. { O P THRU HOLE IN i i shall be completely manufactured, tested and programmed prior 3. Fault Log with time stamps and diagnostic utility. o W PLATE(NO I I ITEM DESCRIPTION SIZE Count to delivery to the job site. W COUPLER) I 4. Trend Data, with graphic display of system pressure, flow, BAER 0 N F °� L,� i AR Technical Service and Support. motor frequency and amperage. Data shall be exportable to MT ° ° O 10"PLATE AIR RELIEF VALVE 3/4" 1 MS Excel. )111 O sr s HOLE IN SKID ; IC The manufacturer shall provide access 24/7 phone support with Documentation greg@baerdg.com a facto certified technician. The technician shall have access 5. USB port to upload, download of program, and data storage.EPI BFV BUTTERFLY VALVE, LO, GV 3�� 1 factory p pump g A color wiring schematic and pump nameplate information shall Ph. 208.859.1980 to all relevant data specific to the um station, including be permanently affixed to the inside of the control enclosure. All C = � 13GL specifications, submittal, shop drawings, programming, and 1"BLOWOUT CHK detailed photos of the system. field terminal connections shall be numbered and labeled. Instrumentation. CHECK VALVE, SILENT 3" 1 Pressure Gauges shall have a 304 stainless steel case,with BFV LEFT SIDE VIEW P3S Cooling System bezel construction. Gauges shall have a 2.5"diameter and be z I3GL EP ELECTRICAL PANEL (SIZE) 1 Factory Testing liquid filled. p The control panel cooling system shall be appropriately sized 42"NEC PANEL The um station shall undergo and ass all of the following Pressure Transmitters shall be constructed of stainless steel c/') CLEARANCE VAF1 - FILTER, VAF 3" 1 pump g p g for the ambient conditions. The cooling system shall not allow O 5; 2 49.25" system performance tests: Hydrostatic testing that meets dust, insects or rodents inside the pump control panel. Two and rated for the pump station discharge pressure. Lu F_ � � � � � � 4 PR HP FL FLOW METER NMP 1 ANSI/HI specifications and standards; Flow testing that meets sets of spare filters shall be included with the pumping system. Sr SW MTR ANSI/HI 14.6 specifications and standards; and Vibration PLAN VIEW testing that meets ANSI/HI 9.6.4 Vibration Measurement and Flow Meter HP HIGH PRESSURE SWITCH 1/4" 1 Allowable Values specifications and standards. The pumping Main Disconnect SW system shall be flow tested as a complete unit, which shall The station shall include a solid state insertion flow meter. A service-entrance rated, non-fused disconnect shall be Current and totalized flow shall be read at the pump control PG include function testing of pumps, motors, instrumentation, PRESSURE GAUGE 2 1/2" 2 appurtenances, and control panel. The results of all tests shall mounted in the pump control panel and shall isolate all power to panel HMI. Paddle type insertion sensors shall not be be available to the owner. the control panel.The disconnect shall include an operating accepted. AR CHK VAF1 PG PR handle mounted on the control panel enclosure door that is IC PS3 1 PRESSURE SENSOR 1/4" 1 mechanically interlocked to prevent entry while the disconnect is CW VALVE ST Pump Protection Shrouds _ _____ ____ _ ____ ________, , , In the ON position. To prevent damage from vandalism, a PRODUCTS pump Each pump and motor shall be completely encased in a slotted I I PSID PSID GAUGE 1 disconnect external to the um station enclosure shall not be o � � � � � � � _ Piping accepted. PVC well casing. Both ends of the shall be thoroughly sealed to ensure that no water can enter at either end. Water shall only FL PMP1 PUMP, SUBMERSIBLE 5 HP 1 The station piping shall be standard wall pipe with grooved y 1 sw c=Fconnections. Flanged or welded connections shall not be enter the casing through precision laser cut slots, which will not Overcurrent Protection allow debris larger than can be passed entirely through the SKD SKID 48x33 1 acceptable. Threaded connections between the main piping g p y g sections other than at the pump volute shall not be acceptable. The VFD bridge rectifiers shall be protected from over current pump. All water entering the casing shall pass over, and cool by an appropriately sized circuit breaker. Fuses are not the motor,prior to entering the pump. RIGHT SIDE VIEW acceptable. 1 a I o Valves Lightning&Surge Protection. The Pump Control Panel shall be REQUIRED ENCLOSURE Butterfly style isolation valves--with grooved connections--shall equipped with transient voltage and surge arrestors. be included on station suction and discharge piping. Flanged or ° • threaded connections shall not be accepted.A non-slam check BFv 3" DIA.DROP PIPE 48.0^ 33.r' valve shall be included on the discharge of each pump. An air Variable Frequency Drive(VFD) 13GLLL W release valve shall be included, located immediately after the The VFD shall be appropriately sized to meet the FLA full load 42.0° pump check valve. N amps)required by the pump motor, as stated on the motor MINIMUM nameplate. The VFD shall be manufactured by ABB Industrial CLEARANCE Systems, Mitsubishi, or approved equal. Initial start-up and FOR DOOR Skid OPENING calibration shall be performed by a factory certified technician, The pump skid shall be made of 1/4" press broke A36 steel. No which shall extend the warranty on the control panel to a total of Ci d o CD welded bases or open rail systems shall be acceptable. three (3)years. O Corrosion Protection Programmable Logic Controller(PLC) z C� The pump skid and appurtenances shall be cleaned to bare The PLC shall be fully programmed prior to pump panel steel and coated with a baked on powder coating, all piping installation. The technician installing and programming the PLC O Z FRONT VIEW RIGHT SIDE VIEW including elbows shall be coated inside and out.The pump is to be factory trained and certified by the PLC manufacturer. _ Q station shall be pressure tested prior to coating. No welding The PLC programming shall be non-proprietary, and the z J shall be performed after the pump station is powder coated. complete station programming shall be made available to the Q PUMP ENCLOSURE owner via a USB drive included with the station control panel. > O O w Station Enclosure C) = 0 The pump station enclosure shall be constructed of marine PLC Operator Interface m Q grade aluminum modular panels to allow access to all pumps The PLC shall be equipped with a 5.7" LCD color touchscreen. C 0 FRONT VIEW and components by simply removing any panel. The entire front The operator Interface shall allow the user to make adjustments — �z of the enclosure shall consist of hinged doors. The enclosure to the PLC program locally without requiring any additional Z shall be powder coated. The roof of the enclosure shall be equipment such as a laptop computer.A VFD control keypad is z z LU easily displaced and replaced by one person for the purpose of not an acceptable substitution for the digital operator interface. O Q w servicing the pump station. The station enclosure shall include a The PLC shall have an Ethernet port to enable remote access. ventilation fan (or fans)appropriately sized to adequately cool the enclosed equipment. PLC Control Functions: z 1. User settable Local or Remote control. W O 2. System Pressure Setpoint I'J O J Automatic Filter U The pump station shall include an automatic screen filter. The U filter shall use suction scanning devices to automatically remove 3. Pump Sleep Settings, with two threshold modes: Sleep by J Q Q debris from the filter element. The filter shall be VAF200 or Flow or Sleep by Frequency (D m approved equal. Control logic for filter flush shall be included as 4. System Protection Settings, including fault and warning part of the main control panel PLC programming. parameters for low flow, high flow, low pressure, high Pump Control System pressure, restart trials and restart delay time. z NEMA Rating 5. Load Factory Default Settings, User Saved Default Settings. D NOTES: O 1. ALL PIPES AND FITTINGS USED m FOR BACK FLOW ASSEMBLY TO BE MADE OF RED BRASS OR 2" WILKINS 975 XL2 REDUCED SCH 40 STEEL. PRESSURE BACKFLOW VALVE 2" 90' ELL (TYP) 2" NIPPLES (TYP) - LENGTH AS REQ. IIII� I " � �II 2"x2"x2" TEE WITH 2" PLUG FOR I I SPRINKLER BLOWOUT WITH AIR COMPRESSOR. o 2" CHECK VALVE STRONG BOX SBBC-45CR WITH LOCKING KIT. 12" MIN. AIR GAP BY WILKINS 30" MAX. DRAIN LINE BY WILKINS DRAWING STATUS: 6" DIA. ROUND FINISH GRADE J 8 CONS SETCTION VALVE BOX e m 4" CONCRETE PAD, III III III—I —III—III —III—III—III—III —III-11 SIZE AS REQUIRED III III III III III III III III 1 I I 3 I=1 I I=1 I I =TO PROVIDE 3" ON Z III _PROVIDE ALL SIDES of III—III=� =1 —III—III z _HOLE IN —III —I 06 ENCLOSURE III �� 1II II III =PAD FOR —III II Q a III—I —I 1 1=III—III - DRAIN PIPE —III —III �I 6" PVC SLEEVE III III I III III N —III III—III III=1I I—III—III II—III —III PVC LINE TO III III III III 10 —III I I I I w III=1 III= —III PERFORATED =1 =1 SYSTEMS O F L, III—PVC PIPE O ENGINEERING 0 90' ELL FILTER 11111 FROM 0 0 0 o ENGINEERS.SURVEYORS.PLANNERS o "MANUAL DRA 0000°000 TYPICAL °p o ( ) FABRIC II—III—III—IIIP.o.�.—II o00000o I— VALVE �8 III III III III I .a VALVE ?� � _ _ _ _ 9233 WEST STATE STREET 0000�000 ooUUoOop o0op�o= _ _ _ _ _ _ — Oo 00� — a o oo�oo�oo� III—III=1 I I—III—III—III—III—III—I I o000000 1= BOISE,IDAHO 83714 6" DIA. 12" DEEP DRAIN BED boo III III III III III III III III 00�° o PHONE(208)639 6939 WITH 2" GRAVEL FOR DRAIN II 1I II lI II 1I III 1I III 1I II =1 =1 =1 =1 =1 =1 000°o li FAX(208)639-6930 —III III III III III VALVE. WRAP WITH FILTER —III—III=III �� 1�11�1 „I DESIGN BY: GB o FABRIC DRAWN BY: GB 1 REDUCED PRESSSURE BACKFLOW DEVICE CHECKED BY: GB DATE: AUGUST,2018 LL NTS PROJECT: 18-055 Z m SHEET NO. L.L m 0 I R2.0 c Q