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CC - Construction Drawings (1) SHEET INDEX C0.0 COVER ASS\ONAL FiyG/ C0.1 NOTES TM FRONTLINE PRIVATE ROAD C0.2 DETAILS 11 b N C0.3 DEMOLITION PLAN S FRANKLIN RD. C1.1 SITE PLAN 9T OP MERIDIAN IDAHO F OF C2.1 SEWER PLAN AND PROFILE F4y KENRF-� o C3.1 WATER PLAN 8_22_21 W C4.1 DRAINAGE PLAN CONSTRUCTION PLANS C5.1 — C5.3 GRADING PLAN AUGUST 2021 W MIDADHO N ~ � C6.1 - C6.2 PRESSURE IRRIGATION PLAN � LOCATION MAP ® � LEGEND v PROJECT FOUND BRASS CAP R/Wr B/J4L�_, a/w R/W p�NL 6/W -R/w ® FOUND ALUMINUM CAP Emu R/W R/ ' +� 0 FOUND 5/8 INCH REBAR O FOUND 1/2 INCH REBAR O cn 0 CALCULATED POINT w oVICINITY MAP �S SEWER MANHOLE B 300 #25,501 #20,351 NO SCALE STORM DRAIN MANHOLE — — 3 3 ®® STORM DRAIN CATCH BASIN FIRE HYDRANT wv DQ WATER VALVE a 3 I 0 WATER METER rc--mac-0 SIGNAL POLE z LIGHT POLE IIm ELECTRIC BOX II � ( ❑ I a TRANSFORMER C I GAS MARKER a TELEPHONE MANHOLE ❑T TELEPHONE/FIBER OPTIC RISE IRR I3 ( IRRIGATION VALVE a I ❑❑ SIGN �❑ , — — BOUNDARY LINE / INTERIOR PARCEL LINE ADJACENT PROPERTY LINE 0 ROAD CENTERLINE O a SECTION LINE - — — — — — — — — — - EASEMENT LINE Ui O s s s s SANITARY SEWER LINE 3 Q so so STORM DRAIN LINE > Q a w w WATER LINEZD — W GI cl LJ..I Q GRAVITY IRRIGATION LINE II 3 O II / P P P UNDERGROUND POWER LINE z Q U EG _ —Op—op— OVERHEAD POWER LINE J TOP—__TOP—� EG EG —TOES —� — ! c c c GAS LINE W — — — TOE EG — —EG —TOE� TOE�TOE EG�-E(;—� � � _ T T T TELEPHONE/FIBER OPTIC LINE O rOE�TOE TOE _TOES �G-i•Qp---Ec —�� — - �G PI PI PRESSURE IRRIGATION � —TOP TOP TOE ❑�TOE TOP��EG� "`E— TOP TOE TOP— EG EG��EG LL TOP \�TOE TOE—TOE TOP TOP EG�POp F� EG— TbF= — — — — — — — TOP�_TOP `Top TOE— TOE TOE `� [G�ur— TOE TOp- — — TOE TOE TOE �—TC i / EP EP EDGE OF PAVEMENT TOP TOP — — — _TOP TOE T0�TOETO —JOE � EDGE OF GRAVEL — — — — — — — — TOP TOE--—TOOEE—TOE —TOE EG EG— — — — TOP�TOP— TOE —— — — — — — — — — TOP—�TOP TOP TOP— —T�— - -J_ - - - - x x x FENCE LINE CONCRETE \ ASPHALT PAVEMENT CONTACT INFORMATION DRAWING STATUS: z x BENCHMARK O ENGINEER DEVELOPER _ POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION KM ENGINEERING, LLP BRIGHTON DEVELOPMENT INC. PRELIMINARY NOT 5725 N DISCOVERY WAY 2929 W. NAVIGATOR DR., STE. 400 20351 X 706938.500 2447644.982 2589.340 CHISELED X BOISE, IDAHO 83713 MERIDIAN, IDAHO 83642 FOR CONSTRUCTION 3 20501 X 706942.232 2447273.573 2590.122 CHISELED X PHONE: (208) 639-6939 CONTACT: ZACH MEYERS o FAX: (208) 639-6930 PHONE: (208) 378-4000 300 '5PK 706949.480 2446555.664 2589.710 "PK" NAIL CONTACT: KELLY KEHRER, P.E. FAX: (208) 377-8962 m EMAIL: kelly@kmengllp.com EMAIL: zmeyersObrightoncorp.com o "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." z o O a U 0 o �S LA.N O W' LL o PYbk IIaAMO ENGINEERS.SURVEYORS.PLANNERS bd�rtr[eenE 9233 WEST STATE STREET > Design&ttfuadan Supp3vmvntai�peaH�cattone a ons BOISE, IDAHO 83714 O o ■ . PHONE(208)639 6939 o FAX(208)639-6930 z DESIGN BY: TGA > G a �` DRAWN BY: TGA z g r CHECKED BY: KSK Q o DATE: 8-20-21 z PROJECT: 20-208 g a SHEET NO. < Lu ■ J 0 0 ' DC N 2 DEMOLITION NOTES CITY OF MERIDIAN GENERAL NOTES PROJECT GENERAL NOTES ACRONYMS f STANDARD NOTES FOR REVISED 6/18/2018 1. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. CL - CENTERLINE N - NORTHING �scl TON ALNCj 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND CO - CLEANOUT OHP - OVERHEAD POWER O� G�STER 2F REQUIREMENTS OF THE CITY OF MERIDIAN, ADA COUNTY HIGHWAY DISTRICT, THE COMMERCIAL PROJECTS WITH PUBLIC MAINS 2. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE E - EASTING PC - POINT OF CURVATURE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION GENERAL CONSTRUCTION PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ELEV - ELEVATION PI - PRESSURE IRRIGATION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO 3. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 11 b o EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR FL - FLOW LINE PT - POINT OF TANGENCY IN WRITING BY ALL APPROPRIATE ENTITIES. PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AT THE CONTRACTOR'S EXPENSE. FLG - FLANGE R - STATION OFFSET RIGHT _ (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE DISTRICT (ACHD), AND OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY OF 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL HP - HIGH POINT SD - STORM DRAIN t� ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. INV - INVERT SDMH - STORM DRAIN MANHOLE FOGY KEH��`" REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS 5. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFICATIONS, SOILS REPORT SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIGLINE CONSTRUCTION SS - SANITARY SEWER 8-22-21 ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO AND APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. (1-800-342-1585) FOR EXACT LOCATION A MINIMUM OF 48 HOURS PRIOR TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK L - STATION OFFSET LEFT SSMH - SEWER MANHOLE DIGGING. ORDER UNTIL THE SITUATION IS RESOLVED. 6. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE ui CONSTRUCTION. LIP - LIP OF GUTTER SW - SIDEWALK 3. UTILITIES ON THIS PLAN ARE BASED UPON A FIELD SURVEY BY KM ENGINEERING, 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT MA - MATCH EXISTING TBC - TOP BACK OF CURB o RECORD DRAWINGS, AND FACILITY MAPS. KM ENGINEERING MAKES NO GUARANTEE ALL TIMES. 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE CITY OF MERIDIAN, ADA COUNTY HIGHWAY DISTRICT, AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL MW - MONITORING WELL THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE QUALITY. EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT PRIOR TO START OF WORK. WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION 8. A PRE CONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR INDICATED AND HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS TO START OF WORK. ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE GRADING NOTES CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND PROTECT EXISTING REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. PRESENT. FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT 9. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA 1. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE ROUGH GRADING PLAN. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA Ln APPROPRIATE PHASE OF CONSTRUCTION. AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH 10. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. Z PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE O 5. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. CONSTRUCTION NOTE NO. 1. FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE 3. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY N REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE NATIVE, CONSTRUCTION AREA. EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT CRAIG ui UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE GW, GP, GM, SW, 8• WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 11. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO SHEPHARD AT THE SOUTHWEST REGIONAL DEQ OFFICE (373-0557). THE CONTRACTOR SHALL SUBMIT t w TO SP, SM IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM (USCS). TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; SE DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMPS AND THE p� - SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDED CONSTRUCTION 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE SITE. CONSIDERATIONS, AS CONTAINED IN THE PROJECT GEOTECHNICAL ENGINEERING CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. REPORT, PREPARED BY MATERIALS TESTING AND INSPECTION, INC. WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR 4. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE 12. ALL CONTRACTORS WORKING WITHIN EXISTING PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL DEQ/QLPE APPROVED CONSTRUCTION PLANS. RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST TWENTY-FOUR REPORT. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN 6. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL BE (24) HOURS PRIOR TO ANY CONSTRUCTION. ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE SITE SHALL BE PROOF-ROLLED PRIOR TO INSPECTED BY THE MATERIALS TESTING & INSPECTION CONSULTANT TO VERIFY 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN PLACEMENT OF FILL MATERIAL TO ENSURE STABILITY OF SUBGRADE. A REPRESENTATIVE OF WRITING PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED SUITABILITY OF SUBGRADE FOR PLACEMENT OF STRUCTURAL FILL. THE EXPOSED GEOTECHNICAL CONSULTANT SHALL REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION SUBGRADE MUST BE IN A COMPACT, FIRM AND STABLE CONDITION PRIOR TO FILL "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE OF STRUCTURAL FILL. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE PLACEMENT. THIS WILL BE CONFIRMED BY PROOF-ROLLING THE SUBGRADE IN A PERMIT DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. 5. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN MANNER ACCEPTABLE TO THE TESTING AND INSPECTION CONSULTANT. FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 14. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. TO THE REQUIREMENTS OF THE 404 PERMIT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED 15. IF THE CONTRACTOR HAS ANY QUESTIONS CONCERNING THE PROJECT SPECIFICATIONS, HE/SHE SHALL 6. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD z MATERIALS AT AN APPROVED OFF-SITE LOCATION. THE CONTRACTOR SHALL ROADWAY CONTACT THE ENGINEER FOR DIRECTION. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS AND VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY SPECIFICATIONS THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATIONS SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. 24 HOURS PRIOR TO ANY CONSTRUCTION. MAY NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR 8. CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS ( ) 16. ALL COSTS INCURRED IN CORRECTING DEFICIENT WORK SHALL BE CHARGED TO THE CONTRACTOR. STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENCY. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE PLACEMENT. PIPE ZONE. TERMINATION. 7. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. FILL 9. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, 17. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY MATERIAL WITHIN THE LOT AREAS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR PER THE WATER REQUIREMENTS OF ASTM D 1557. TESTING FREQUENCY SHALL ALLOW FOR A MINIMUM OF ONE FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC COMPACTION TEST PER LIFT PER LOT. THE COMPACTION TESTS ON THE FINAL LIFT FOR EACH LOT 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED SHALL BE SUPPLIED TO THE PROJECT ENGINEER AT THE COMPLETION OF THE PROJECT. 10. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL FILL PER ISPWC SPECIFICATIONS AND COPY OF THE COMPACTION TESTS. OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE CONSTRUCTION NOTE NO. 1. 18. SUBGRADE SHALL BE INSPECTED BY THE GEOTECHNICAL CONSULTANT RESPONSIBLE FOR THE 8. THE SUBGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, COMPACTED, INSPECTED AND PUBLIC RIGHTS-OF-WAY. GEOTECHNICAL ASPECTS OF THE PROJECT. PROOF ROLLED WITH A HEAVY RUBBER-TIRED FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM PLACEMENT OF FILL. FILL WITHIN THE ROADWAY AREAS SHALL BE COMPACTED TO NOT LESS THAN DRAIN, AND IRRIGATION SHALL BE A MINIMUM OF TEN 10 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 19. FINAL GRADING SHALL BE INSPECTED BY THE PROJECT ENGINEER. 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL AS INDICATED BY ASTM D698 IN FLEXIBLE 11. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED SOILS WITHIN CLEARING ) ( ) PAVEMENT AREAS. LIMITS SHOWN ON THE CONSTRUCTION PLANS, AND WASTED OR STOCKPILED FOR AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 20. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE PROJECT STANDARDS AND 9. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. SEE GEOTECHNICAL REPORT FOR LATER USE. ADDITIONAL DEPTHS MAY BE NECESSARY TO OBTAIN SUITABLE WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SPECIFICATIONS. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN ADDITIONAL INFORMATION. SUBGRADE MATERIALS AS DETERMINED BY THE GEOTECHNICAL CONSULTANT. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS WRITING BY ALL APPROPRIATE ENTITIES. 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 12. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 21. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY AN AUTHORIZED PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. VEGETATION WHERE STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR SHALL WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL AGENCY SHALL BE USED BY THE PROJECT 11. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER STOCKPILE MATERIAL IN DESIGNATED ON-SITE SPOIL PILE LOCATION FOR CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS CONTRACTOR'S). BEFORE THE START OF CONSTRUCTION. 0 LANDSCAPING. MATERIAL IN EXCESS OF THE LANDSCAPING NEEDS SHALL BE (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 22. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY APPROXIMATE. THE 12. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR Q DISPOSED OF IN AN APPROVED OFF-SITE LOCATION. CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING UNDERGROUND FACILITIES DAMAGE CONSTRUCTION ACTIVITY WITH THE EPA. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES O 13. ITEMS SHOWN ON THIS SHEET REPRESENT THE EXISTING CONDITIONS OF THE SITE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 13. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE (342-1585) FOR UTILITY LOCATIONS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS Lu O AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE A MINIMUM OF 48 HOURS PRIOR TO DIGGING. AT THE REQUEST OF THE AGENCY AND/OR THE ENGINEER. 14. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED PUBLIC WORKS INSPECTOR. 23. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. Q TO BE TILED AND/OR REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SEWER ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY Q SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS FROM ALL BUILDINGS. UTILITY NOTES �_ 0 OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING REPORT, BY MATERIALS 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 24 REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS MATERIALS - () . . TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL 58.1.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. w EXCAVATED DITCH SUBGRADE INSPECTED BY A TESTING COMPANY OR THE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING z GEOTECHNICAL ENGINEER, PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY THE DITCHES. DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. Lu Q O AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 2. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE z 0 z 15. IF ENCOUNTERED, ANY EXISTING SEPTIC SYSTEM SHALL BE LOCATED AND REMOVED CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING ADA NOTES MERIDIAN STD DRAWINGS AND SPECIFICATIONS IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN J ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL 1. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A REGION (334-2190). L.IJ VERIFY THE LOCATION OF THE SEPTIC TANK. ALL BURIED PIPING SHALL BE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS THE FOLLOWING SLOPE REQUIREMENTS LIST BELOW. COPY OF THE MOST-CURRENT EDITION OF THE IDAHO z EXCAVATED AND TRACED FROM THE SEPTIC TANKS TO THE DRAINFIELD TO THE SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 3. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONTRACTOR WILL BE REQUIRED TO REPLACE/REAPIAR STANDARDS FOR PUBLIC WORKS CONSTRUCTION SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF THE � ) O CONSTRUCTED IN ACCORDANCE WITH SECTION 542.0 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS ANY IMPROVEMENTS NOT MEETING THESE CRITERIA AT (ISPWC). COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE . . ) . . . ). HIS OWN COST. � GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER (IDAPA 580108 AND SECTION 43002 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN 4. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE L.L FIELD SITE INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DISPOSED OF OFF SITE. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE SIDEWALKS AND ACCESSIBLE ROUTES CONDITIONS IN AFFECT ON THE DATE THE PLANS QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC S CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). -2% MAXIMUM CROSS SLOPE WERE APPROVED FOR CONSTRUCTION. TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED G FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC 16. CONTRACTOR RESPONSIBLE FOR COORDINATION OF ALL UTILITY DEMOLITION WITH PRESSURIZED IRRIGATION -5% MAXIMUM RUNNING SLOPE 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE UTILITY COMPANIES. ON THE CITY'S WEB SITE www.meridiancity.ora OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS ADA PARKING AREAS AND LANDINGS GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION BEING CONSTRUCTED. -2% MAXIMUM SLOPE ANY DIRECTION 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH PLANS ARE APPROVED MUST ALSO BE ADHERED TO. THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF RAMPS 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. -2% MAXIMUM CROSS SLOPE THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE DRAINAGE -8.33% (1:12) MAXIMUM RUNNING SLOPE JOB SITE, IT COULD BE GROUNDS FOR A "STOP SURVEY INFORMATION PAVING AND CURB NOTES 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. WORK" ORDER UNTIL THE SITUATION IS RESOLVED. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION 2. TRUNCATED DOMES SHALL BE CAST INTO CONCRETE 1. THE NAVD 88 VERTICAL DATUM WAS UTILIZED TO 1. CONTRACTOR IS RESPONSIBLE FOR PROPER AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL (STAMPED CONCRETE AND ADHESIVE MATS NOT COMPLETE THE SURVEY FOR THIS SITE. TRANSITIONS BETWEEN THE VARIOUS CURB TYPES AND BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. BENCHMARK AS NECESSARY TO MAINTAIN ADA COMPLIANCE FOR ALL PEDESTRIAN RAMPS. 1. CONTACT KM ENGINEERING AT START OF 3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE CONSTRUCTION TO SET PROJECT BENCHMARK. MINIMUM REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE ADA, MUTCD, AND THE ISPWC. am TRAFFIC CONTROL NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DRAWING STATUS: z DEVICES" FOR STREETS AND HIGHWAYS. O PRELIMINARY NOT 0 2 WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ITEMS. FOR CONSTRUCTION U 3 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 0 THE EDGE OF THE TRAVEL WAY. z r 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. O U 0 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 o FOR PUBLIC SAFETY. 0 z 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A ENGINEERS.SURVEYORS.PLANNERS L.L a RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO 9233 WEST STATE STREET O ANY CONSTRUCTION. BOISE, IDAHO 83714 PHONE(208)639-6939 N 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO FAX(208)639-6930 z ANY CONSTRUCTION. a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 8-20-21 z L D PROJECT: 20-208 z c SHEET NO. 0 V C0. 1 w N 2 �1:150 AL FNG� S T ERFo'LF�� 11 bo 4" SANDY TOP SOIL Z Q SEED SIDES AND BOTTOM lF OF ,3.7 (NO SOD) �<<1' KEH��`'� \ DRAINAGE WINDOW 8-22-21 DIMENSIONS AS \�� PER PLANui �'•� i��\%\mot Q 3' MINIMUM SEPARATION 18" MINIMUM ASTM ����\ �� \\ \\�� TO HIGH SEASONAL C-33 FILTER SAND GROUNDWATER OVEREXCAVATE SECTION AS NECESSARY AND BACKFILL WITH ASTM C-33 FILTER SAND cn CATCH BASIN PIPING. OUTLET z AT BOTTOM OF SWALE. Q ui Lu NOTES: ~ 1. CONTRACTOR SHALL OVER EXCAVATE SEEPAGE BEDS TO TO POORLY GRADED SAND/ POORLY GRADED SAND WITH GRAVEL MATERIAL A MINIMUM OF 1'. POORLY GRADED SAND/ POORLY GRADED SAND WITH GRAVEL MATERIAL EXPECTED FROM 5 FEET TO 9 FEET BELOW THE EXISTING GROUND. SEE SOILS INVESTIGATION REPORT PREPARED BY ATLAS DATED JUNE 18TH, 2021 FOR FURTHER SOILS INFORMATION. 2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR EVIDENCE OF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION. SEE SOILS INVESTIGATION REPORT PREPARED BY ATLAS DATED APRIL 8, 2021 FOR FURTHER GROUNDWATER INFORMATION. 3. AN INFILTRATION RATE OF 8"/HR FOR POORLY GRADED SAND/ POORLY GRADED SAND WITH GRAVEL MATERIAL AS STATED IN SOILS INVESTIGATION REPORT. TEMPORARY SWALE INSPECTION NOTE: NTS PROJECT ENGINEER TO INSPECT ALL SEEPAGE BEDS ONCE EXCAVATED. PROVIDE ENGINEER MINIMUM 48 HOURS NOTICE FOR ALL INSPECTIONS. 0 z SWALE SWALE BY TRIBUTARY STORMWATER STORMWATER AVERAGE END SWALE SAND WINDOW INFILTRATION NAME KEYNOTE AREA(sf) DEVELOPED(cf) DEVELOPED+ 15%(cf) AREA(sf) DEPTH (ft) VOLUME(cf) AREA(sf) TIME (hr) SW-1 1 2,893 229 263 144 2 288 36 11 SW-2 2 1,047 83 95 100 2 200 16 9 SW-3 1 3 4,985 394 453 256 2 512 100 7 SW-4 4 3,979 315 362 196 2 392 64 9 SW-5 5 3,979 315 362 196 2 392 64 9 SW-6 6 2,300 182 209 144 2 288 36 9 SW-7 7 2,536 201 230 144 2 288 36 10 SW-8 8 3,868 306 352 196 2 392 36 15 0 SW-9 9 4,348 344 395 196 2 392 36 17 Q SW-10 10 7,384 585 672 289 3 867 64 16 O OC NOTES: w 0 1. DESIGN STORM EVENT IS 1.0" FOR 1 HOUR OVER THE IMPERVIOUS TRIBUTARY AREA. Q = 2. ASSUMED INFILTRATION RATE OF 8"/HR. Q 3. STORM DRAIN FACILITY IS DESIGNED TO RETAIN THE CITY OF MERIDIANS 100 YEAR Q () STORM EVENT. _ J SEEPAGE BED CALCULATIONS w z < NTS z — L., Q I- z LU o � oc LL 1' 15.5' TBC—CL 15.5' CL—TBC 1' 5' SIDEWALK 8' PLANTER — -8' PLANTER 5' SIDEWALK 3:1 MAX. 15' 15' SLOPE TO LANE LANE EXISTING a \ \ \\/ \ \ \ \\ \ J\ \��\\ \\� DRAWING STATUS: z PRELIMINARY NOT � 0 1' LANDING �/.���/,���/,���/\//\/��\//\//\//\//\/�/.��/\/�/\/�/\/�/\/�/\/�/\ �\ ��/�/.���/�������j�������/. ��//.�� �� FOR CONSTRUCTION 3 TY , 3" ASPHALT PAVEMENT SP-3, 0.50—INCH (1/2") MIX, PG 64—28 N COMPACTED SUBGRADE 4" OF 3/4"—MINUS CRUSHED AGGREGATE BASE 6" VERTICAL CURB 20" OF 6" MINUS PIT—RUN SUBBASE () AND GUTTER, TYP. Amok 0 z O U 0 DC o O w ENGINEERS.SURVEYORS.PLANNERS LL 0 a 9233 WEST STATE STREET a BOISE, IDAHO 83714 O STREET SECTION A ( PRIVATE RD.) PHONE(208)639-6939 z SCALE: NTS FAX(208)639-6930 a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 8-20-21 z PROJECT: 20-208 c z SHEET NO. 0 V V W O O N 2 KEYNOTES 1. PROTECT AND PRESERVE CONCRETE SIDEWALK. SS�ONAL FNC 2. PROTECT AND PRESERVE WATER MAIN STUB. T 3. PROTECT AND PRESERVE SEWER MAIN STUB. IR R � / \ \ \ \ \ n I b ` R/w 00 R r R/W R� \ \ 4. DEMO AND REMOVE BARRICADE SIGN. I V Q . . J Q F OF \ _ — 5. PROTECT AND PRESERVE PRESSURE IRRIGATION MAIN F��Y KEH��� —12"W 12"W 2"W 1� — 12"W 12"W 12"W 12"W — 12"w 2"„"� 12"W '^12"W 12"W 12"W 1 "W�12"W 12"W 12"W 12"W 21 "W 1z"w 12"w 1 °w t2"W t�" STUB. \ 02 7 SD — 24"SD 24"s — is"so 18"s� — is"sD is"s� _ _ _ _ 6 PROTECT AND PRESERVE WATER SERVICE STUB — — 7 'S� 18"SD 18"SD 18"SD 18"S r 18"SD 1 D 18"SD�18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD — — 21 F RA N K LI N R D. 7. PROTECT AND PRESERVE SEWER SERVICE STUB. Lu -RW RW RW RW\ W RW RW RW RW RW RVrt RW R`:' /RW I °r° 3 8. PROTECT AND PRESERVE GAS SERVICE STUB. o —RW RW RW RW RW RW RW RW RW RW RW RW I S 18"S s 18"s 18"S �i'SS 18"S 18"S 18"S $..$.— _ �8�, — g 18"S 18"S 18" — — '� — 18"c — s _ 18"S 18"S 18"S 18"S 18"S — 8"S 18"s s 8"s �— — w 24"GI 24"GI v ` r` -••.. - - — — r• — 0 30 60 120 180 d ��T x �� — - 24"GI 24"GI 24"GI "GIB 24"GI 24"GI 24"GI� I 24"GI ie 24"GI 24"GI 24"GI �24"GI 24"GI L 24Gr 24 GI 4"a IR� Plan Scale 7,7 5 Ilplll / DEMOLITION LEGEND 8Ln 3 \1 � / 2 0 8 PROJECT SITE DEMOLITION z LIMITS ITS I II W a CQ�� PROPERTY LINE L STANDARD CURB & GUTTER I= I II c� U ° I \ /, A \ \ II \� N J w w WATER LINE s s SEWER LINE o NZ� II� w J N � II a m ` SD SD STORM DRAIN LINE r N \ /a I\ I I P P UNDERGROUND POWER LINE 00 � A IIIII r I � 4 oP oP OVERHEAD POWER LINE 2 1 \ II T T I \ II I I TELEPHONE LINE w $ I \\ \ II I Gi Gi GRAVITY IRRIGATION LINE z : w \� II V ) < ` I x x FENCE wv �� I Da WATER VALVE BLOW OFF VALVE 4 �_� / \ \� I,I I `Q' FIRE HYDRANT SEWER MANHOLE 00 TRANSFORMER \ \\\ N � � ® SAND AND GREASE TRAP CATCH BASIN CL 40 \ �\ —� SIGN ° I / / ` WATER METER 0 C POWER POLE ° ° I ❑E SIGNAL BOX Q \ ❑T PHONE PEDESTAL Q N � \ TREE O ro \ \ GENERAL NOTES Lu O 8 Q �" ~ I / / \ 2 00 I a 2 / \ 1. SEE SHEET C0.0 FOR PROJECT NOTES Q J > 0 4 / \ O Co -T '00 5 I / — \ Q N - zw \ ✓ C w 00 s s O / \ H � 0 67 � \ 0 4"S I n n s04 no J \ 3-- EG EG EG --�-TD ri = EG 'F•S EG �� \ �—EC'�-lE'' — _ / _ �� — /1 EG m ��� EE ��FQE E , •—TbE _��� IEG 1—EG �— "'��^ T I— Z _ ___ =���1 �� ` lj /� \ \ —E� EG DRAWING STATUS: N =40€ —� EG �/ m — -- —� —_T _ TEN M� __ — _--___— _`� _ �,.__ N N Vci� �P— � _� �� ri EG �� PRELIMINARY NOT _ _ _ _ — _ > / �-=siD _ _ _ �E CREEK _ T� ��E_-- — = —E — _ U roP ��=P __ � € ��_ / FOR CONSTRUCTION \ALP TOP — \°� iiiiiii7 TOPS Q 0 U DC Z O a a 0 ENGINEERS.SURVEYORS.PLANNERS L.L a 9233 WEST STATE STREET a BOISE, IDAHO 83714 Q PHONE(208)639-6939 o FAX(208)639-6930 N a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 8-20-21 Z U D PROJECT: 20-208 z c SHEET NO. 0 V V W O O C11- 2 �SS\ONAL S T ERF02FF� FRANKLIN RD. N 11 b - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - -- - - -- s JFOF �O s ,1 KEHRF-Ei .S .1 S+ .1 , ' 1 ° 8-22-21 \ OI ❑T — — — — — — 2 Lu 5' ®s co — ❑❑ 5° 1 IR -6'PI 6"PI 6" 6" I — — — — — - - - t - - - � � — — — — — 0 15 30 60 90 r- 3 2 I Plan Scale 1 3 I SHEET NOTES I C SECTI o �r'S L 1 ALL STRIPING N 01 1BE 04. WHITE" 4" WIDE STROKES AND PER z O I � N W �5. a o 2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADA N STANDARDS AT ALL ADA PARKING, LOADING ZONES, Wuj CROSSWALKS AND SIDEWALK. SEE ADA NOTES SHEET yL C0.0 o �� 3 I W' ❑ U z 3 awN ooU) oOf owo `4 Z KEYNOTES s 1. VERTICAL CURB AND GUTTER PER ISPWC SD-701. z 2. CONCRETE SIDEWALK PER ISPWC SD-709. U z 2 3. PEDESTRIAN RAMP "TYPE A" WITH TRUNCATED DOMES Lu 1 PER ISPWC SD-712A. SEE ADA NOTE 2 SHEET C0.0. 2 � I I 3 3 � W a — — o � Q S — — — — — — — j- s. Rsco — - - - - - - - - � a ao �- �- - -Ik: � I _ _W J oC �' "' w 0 I 1? 5 Q 2 ASS >_ Q z ■ 3 I 3 Q I I QLu � — w s LU oc I 30.00' CITY OF MERIDIAN I ILL WATER AND SEWER MAIN EASEMENT 2 � I 3 I I 3 s I ❑ Mum O Q � biW I I I I ❑ ❑ I— � Q w �, �O. o ❑ 2 2' � xz 10 / �—25'--� 3 2 I IP o Q� / uj x 3 3 I R14�.5' 3 2 0 3 DRAWING STATUS: z m N O 1° 3 PRELIMINARY NOT a .� • ° ° S ° FOR CONSTRUCTION U r N m — — — — — — ° 0 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - z ` O1 ° U 6"PI 6"PI04 PI O — — — — — ENGINEERS.SURVEYORS.PLANNERS ILL 9233 WEST STATE STREET O BOISE, IDAHO 83714 PHONE(208)639-6939 o FAX(208)639-6930 N a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q o I DATE: 8-20-21 z U D I PROJECT: 20-208 g SHEET NO. C1. 1 w o 2 la I I PROPOSED MANHOLE #5 � �� / / / a 35 LF 6" PVC SEWER KEYNOTES o N I N 13 I NTA706858 1.04 OF2447195 47 ( SERVICE ® 2.0% MIN. I PROPOSED MANHOLE #7 / 1. CONNECT TO EXISTING 8" PVC SEWER MAIN. ASS\I FNG/ IQ I I / I IE 2574.00 I I I N: 706545 09, OFFSET: 2447150 06 / CONTRACTOR TO POTHOLE AND VERIFY LOCATION, a�°� �F-��STERF02FF� 35 LF 6" PVC SEWER 2 / / I I ELEVATION, AND PIPE SIZE OF SEWER MAIN STUB PRIOR -0I I I EE2516$ O 2.0% MIN./ / I I I / TO ANY CONSTRUCTION. \ z u N I 40 LF 6" PVC SEWERO / 2. CAP AND MARK SEWER MAIN STUB PER ISPWC SD-512 JF \QQ Io J �/ / ❑ — SERVICE © 2.0% MIN. OF \ o I I r / I / I I IE 2574.00 / FOGY KEN�F' 3\I�00 Qz I I L.L1 3 / I d-3 I 8-22-21 00 IS.g. -5.. S,:2 5,. Q co 04 3 M M 8 M„8 M„8 o 3 J, 1 _ JI PROPOSED MANHOLE 6 II I # 1 1 I I 1Ln o STA: 11+13.19 OFFSET: 0.00' z O I 3 I N: 706858.68, E: 2447154.33 \ ) �1�,�, I I 51 LF 6" PVC SEWER I I O N I I 2 51 LF 6" PVC SEWER SERVICE ® 2.0% MIN. \ I N \ �C SERVICE © 2.0% MIN. IE 2569.21 \\ \ ®IE' 2568.37 1 I I � I a J. � \ � I I I I — a 1 , � : lo \ II I I I -00 II a. co � • � 1 � � II � I I o 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' PROFILE SCALE PIPE DIMENSION IS HORIZ: 1 = 50 MEASURED FROM VERT: 1" = 5' CENTER MANHOLE TO MANHOLE Q J O 2605 2605 � Q Q 112L U) oc 2600 >_*o 0 2600 z r. 0 z z Z w0 a �p a v Q 0� " p� 00 > w z _0 � '� ZO 00 d z _Z p ^ Q 0 N CO W 0 " z Q Q � 0 wrrn � N cn +� N OO J J 2595 oou) Z Q�Nz 0 ��", � 2595 z w D-�N — O p 00— N a- N 0 FINISH GROUND 0 > Of o_cn E ? ILL L LJ 2590 — — 2590 - - - - H 2585 — EXISTING CROUND 2585 10 101 m 2580 2580 N N M 2 d 0 l7 3 DRAWING STATUS: z 2575 2575 N O PRELIMINARY NOT z FOR CONSTRUCTION U 0 OC 2570 2570 0 ° 1.18' of 8" PV ® 0.53% z Z 313.63' of 8" PVC ® 60% O z U a 2565 2565 p[ z 1 441.15' of PVC ® 0.40 • O 3 ENGINEERS.SURVEYORS.PLANNERS L.L FINISH CROUND CENTERt.INE OF SEWER PIPE ALIGNMENT 9233 WEST STATE STREET O BOISE, IDAHO 83714 EXISTING GR UND CENTERLINEOF SEWER PI E ALIGNMENT PHONE(208)639 6939 2560 2560 FAX(208)639-6930 N DESIGN BY: TGA O CO 0 00 r7 OMO N O N N 00 � r M 0to G 00 0 0) rn rn 0 0 0 DRAWN BY: TGA i N N 0 N N 00 N d) N L N N N L N L N L N Ln CHECKED BY: KSK Q o DATE: 8-20-21 z U D PROJECT: 20-208 Z 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 c SHEET NO. 0 V V W . 1 Lu N 2 SHEET NOTES S�ONAL fN A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �5\ AL�OF RF/2FF B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL a CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. 1 b o 0 50 100 150 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN Q Plan/Profile Scale: 1" =50' STANDARD DRAWING SW3. lF OF D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF FOGY KEH��`"� COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF COVER. 8-22-21 E. INSTALL WATER VALVE BOX AND LID PER CITY OF Lu K/w R W R W R W R W R W R yy MERIDIAN STANDARD DRAWING W11. •i f •f. f a f f` f f •.f R W R W R W R W R W p R R R R/W f f s ' F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 12 W 12"w 12"W 12°I 12"W 12°W 12"W 12°W 12"W 12"W 12"W 12°W 12°W 12"W 12"W 12"W_ 12"W 12"W 12"W 1 "W 12"w 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"yam SEWER, OR RECYCYLED WATER MAIN EASEMENT. 3 c� 'G �49 24"6B 24"SD 24"S — — — — — — — — — 18"SD 18"SD 18"SD — — — — — — — — —sB SB 18"S 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18 SD 18"SD 18"SD 18"SD FRANKLIN °° W Rw Ri. RW W RW N N RD. KEYNOTES N o Co MR NW o R*4 Rw RW— —RW— —RW Rw Rw Rw R Rw Rw Rw RW N 1. MAINTAIN VERTICAL AND HORIZONTAL N 1 s"s 5 1 s"s POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY z f _N r f — 5 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET • • 1 f • . •f • . V' _ C1.1 FOR ADDITIONAL INFORMATION. N .f • • • •f --�� • •• •• .• • f • • • • f• . f ,• 7 W 24"GI 24"GI — — T FG c�mT— _J _L��T 2. MAINTAIN VERTICAL AND HORIZONTAL Lu ~ 24"GI 24"GI 24"GI 24"GI i 24"GI 24"GI POTABLE/NON—POTABLE MAIN/SERVICE OR24"GI 24GI 24"GI 24"GI 24"Gl 24"GI IR 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 4"GI �g hRFj SERVICE/SERVICE LINE SEPARATION PER CITY OF \94 PIT Pr �f MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 I II p�PI ��Pr— FOR ADDITIONAL INFORMATION. 36 LF 8" C900 r — r 3 WATER MAIN 4 10 00 5 3. REMOVE TEMPORARY BLOW—OFF AND CONNECT TO 8" 10 - 10 — — — — — — _ I PVC WATER MAIN. 00 N w � 8"W 8"W $"w — — s"w — — $"w— — —s-w— J INSTALL I I I 24 LF 8" C900 1 — 8" COUPLING \ Q 3 3 ( L g — s _ _ _ _ _ _ _ _ J WATER MAIN N THRUST BLOCKING 00 I I I — 244 LF 8" C900 1 1 4. INSTALL— s"s g - - - - - - - a 00 Q ❑ WATER MAIN 1 8" TEE oz 3 — 8" GATE VALVES c A � THRUST BLOCKING N � I � � � 5. INSTALL z 157 LF 8" C900 10 1 — 8" CROSS WATER MAIN U °° I THRUST BLOCKING � VES W c�i I I m V) a �' 3 N 00 6. INSTALL 6' 1 — 8' 45• ELL THRUST BLOCKING w 12 SD N a 7. INSTALL °° 1 — 8" 22.5• ELL 36 LF 8" C900 3 THRUST BLOCKING II 00 a0 I WATER MAIN 1 00 10 J I 10 a 8. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE 8W s„w AND NON—POTABLE MAINS. „w — �' 8', : a"53 — — — — _ _ _ I I 9. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE � 00 3 � 9 —5 _ WATER MAINS AND SWALE SAND WINDOWS a0 13 F— 50 LF 8" C900 a 10. INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF 0 _ I '00I WATER MAIN MERIDIAN STANDARD DRAWINGS DETAIL W13. O 9 N 00 0 � I � I I a 11. 1NSTA8L 90• ELL 3 ❑ a a0 I 3 ■ THRUST BLOCKING w bo � O _ Q = z N 3 164 LF 8" C900 600 a aO WATER MAIN 3 I Go i ci I 00 3 I a w Q w I 00 9 � z � Q a 33 LF 8" C900 00 I a N 00 I 10 WATER MAIN I — 9 10 z Lu I s»W a I O L ® ❑ 22 LF 8" C900 IN 2 SD ❑ r — fi WATER MAIN J 50 LF 8" C900 a N 3 I / WATER MAIN SL.L II Iof 3 00 9 � a 8„W 8„W . a 8,W — — — L — — — 4 ken 00 — — — — $-11 W — srrW — s„W— — — 'W-- _ $"W — — $W $"W $"W— $„W — 8�'w 8"w 6 8„ s — — 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — II 00 7 38 LF 8" C900 a WATER MAIN II I PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PIL—PI PI PI pI pI pI pI PI pI � 172 LF 8" C900 WATER MAIN 313 LF 8" C900 ) ® WATER MAIN 38 LF 8" C900 \ WATER MAIN NI o of 00 � I IN 00 N I s x DRAWING STATUS: N z O co PRELIMINARY NOT _ I I FOR CONSTRUCTION U N 3 o ci 2 SD N 00 LJ�� N II '00 v S _ z z 4„ o 4 S N � S O $» 0 N � 3 v o u 0 z � 0 LL 5 O 3 — — — — — — — — — — — — EG ENGINEERS.SURVEYORS.PLANNERS �.L a TOP TOP �EG — — R —EG _ EG— 9233 WEST STATE STREET O Topes 1Top _T�E�—� — — — — — — — —�EG� BOISE, IDAHO83714 EGEG T—� PHONE(208)639 6939 o FAX(208)639-6930 N a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 8-20-21 z D PROJECT: 20-208 c SHEET NO. 0 V C3. 1 w N 2 �1:150 AL FNG� S T ERFo'LF�� f r { f l' - �. r z r i I r: I .. rcw It�w liW RW RW RW RW RW RW RW RW I I b R/W R 7RR r R W R W A R/W 3 t n 01) = I V �F 0 F CD 12 W 12"W 12"W 12°If9' "w 12"W 12"W 12"W 12"W 12"W 12"W 12"w 12"W 12"W 12"W_ 12"w 12"W 12"W 1 "W 12"W 12"w 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 1of 300 _ _ _ _ _ _ � KEiD 24SD 24SD 24"SD 24"S - - - - - -"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18 SD 18"SD 18"S 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 8-22-21 °° n N W RW RW RW FRANKLIN RD. W RW -RW RW RW RW RW RW RW RW RW RW RW RW RWF o w w - RW RW Rl�+a RW RW RW RW RW RW RW R RW RW RW RW N p -18 S 18"$ 18"$ 18"$ s 18"$ 18"$ 18"$ 18"S 18"$ 18"$ 18"$ 18" N r 3 �$ S 18s 18s 18"S 18" - 18"S 18"S 5 8"S 8"S- " " " 18"S 18"S 18"S 18"S 1$'S f f 00 (qN r CD 0 25 50 100 150 d f • • •f . f . . • • •f �� • • f • • • • I• • r J' r _ 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI i T F^ r0 T-r-T r-L-FT T Plan Scale 2�Gl-24"GI 24"GI 24"GI-�4Fa 24"GI � 24"GI 24"GI 24"GI 24"GI � 24"GI IR 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 4"GI IR I� PIT - -pl - P��I Pr�l vvv I- /�`'" I - - - I��I- - -� - -PI- - �r-Pr - ter- - �- - SHEET NOTES a N I I I I S 1. SEE SHEET CO.1 FOR PROJECT NOTES. z ° °° r- - - L - - - - - - - - - p n? LU I � � 8"W 8"W 8"W 8"W 8"W 8"W > L I N - - - - - - - - - - - - - - - a W H EL I N 9 I 2 18° Co a N KEYNOTES 3� 3 UCo -y�� 18 1. INSTALL TEMPORARY SWALE (SW-1) PER DETAIL THIS I SHEET z I TOP OF SWALE = 2584.80 a c BOTTOM OF SWALE = 2582.80 o I m 3 I � N ESTIMATED GROUNDWATER = 2574.5t 00 3 00 6' 2. INSTALL TEMPORARY SWALE (SW-2) PER DETAIL THIS SHEET z 12 sD a TOP OF SWALE = 2584.80 00 BOTTOM OF SWALE = 2582.80 (n 00 3 I ESTIMATED GROUNDWATER = 2574.5t 00 00 I 1 3. INSTALL TEMPORARY SWALE (SW-3) PER DETAIL THIS a SHEET r $w - - J n I- TOP OF SWALE = 2584.80 w W 088 w BOTTOM OF SWALE = 2582.80 $ - - - - - - - - - I ESTIMATED GROUNDWATER = 2574.5t ao 3 it -I _ a0 F a 4. INSTALL TEMPORARY SWALE (SW-4) PER DETAIL THIS I f 5 I �, I SHEET N I I I I 8 _ BOTTOM OFTOP OF SWALE SWALE25825 5.00 c� 3 00 o a ESTIMATED GROUNDWATER = 2574.5t I 20' N 5. INSTALL TEMPORARY SWALE (SW-5) PER DETAIL THIS SHEET - TOP OF SWALE = 2588.00 00 6" a BOTTOM OF SWALE = 2586.00 Of 3 ESTIMATED GROUNDWATER = 2574.5t 00 Co F I I 00 ) 6. INSTALL TEMPORARY SWALE (SW-6) PER DETAIL THIS Q I SHEET O I a TOP OF SWALE = 2589.00 9 BOTTOM OF SWALE = 2587.00 00 of 4 3 o ESTIMATED GROUNDWATER = 2574.5t W a cO I in 00 I 7. INSTALL TEMPORARY SWALE (SW-7) PER DETAIL THIS O Z 3 o I a SHEET Co Q ^' 0' TOP OF SWALE = 2589.00 Q Q J 00 Ir 1 2 20' I 8"w a I BOTTOM OF SWALE = 2587.00 a I N w- ESTIMATED GROUNDWATER = 2574.5t C) F- _ I _ - L ® 2 SD `D ❑❑ I fi N J a 8. INSTALL TEMPORARY SWALE (SW-8) PER DETAIL THIS LJ..I SHEET z � �' : 18' 16' I 22' / \ TOP OF SWALE = 2587.80 L u Q Q °° BOTTOM OF SWALE = 2585.80 z z I I - ESTIMATED GROUNDWATER = 2574.5t - - - - L - - - // a J $ 9. INSTALL TEMPORARY SWALE (SW-9) PER DETAIL THIS Q 8"w 8 8W 8W 8W $"W - - - $„w -$,.�w - $= $w- - $w $"w /1 � SHEET - � - - - - - - - - - - - - - - - $„ S - - - - - - - z - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF SWALE - 2587.50 S - a BOTTOM OF SWALE = 2585.50 O G I I 00 ESTIMATED GROUNDWATER = 2574.5t of� II I pl pl pl pl PI pl pl PI pl PI pi-pi-pi-pi - - 10. INSTALL TEMPORARY SWALE (SW-10) PER DETAIL THIS �..L _ PI PI PI PI PI�PI PI PI PI PI PI PI PI PI SHEET C 3G N � � - a - - - - - TOP OF SWALE = 2585.00 BOTTESTIMATED F SWALE = 00 GROUNDWATER DWATER 2= 2574.5t 00 26.00'sn �- N I p � I 0 Co 13 Co -s- ir i N I � Co � I ?0 Co I I 3 N a 0 2 SD N I I Co 4" 'S m 4" � 4 S rxi N 5 DRAWING STATUS: z N u c0 N I $" O II 3 PRELIMINARY NOT ° 00 °° FOR CONSTRUCTION U o _ D - - - - EG N / TOPF�� - Oe _� oTOP��TOP/ ,TOP��TO E�-EG1� TOP EG EG EG-EG a ���EG�EGEG - - - - _ o �TOE�TOE�T �EG� _EG�EG�EG� / / O 1 E TOE TO (6' \�� EG / U o �TOE�TOE E` EG�EG�- TOE TOE TOE TOE TOE -- �G Top Top EG�EG EG EG EG_ - - EG-EG O Z TOE TOE TOE TOP TOP T-EG EG EG ��EG_ EG-EG- �_ p / ENGINEERS.SURVEYORS.PLANNERS TOE TOE TOE TOP TOP EG- Fc_ EGEG EG o? 9233WESTSTATESTREET o TOP�TOP�TOP�T,,,, TOE �rnr_ TOE� a - - a BOISE, IDAHO 83714 O PHONE(208)639-6939 o FAX(208)639-6930 z N a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 8-20-21 z U D PROJECT: 20-208 z c SHEET NO. 0 V V W 4. 1 w N 2 �SS\ONAL FNG7 S T ERFo'LF�� N 11 b � lF OF �O FOGY KEHRF-Ei 8-22-21 Q 0 0 10 20 40 60 Plan Scale LEGEND Ln z �14.29 FINISH GRADE ELEVATION O 1.5 FINISH GRADE SLOPE SQ j W _ w _ _2713 _ _ - - � EXISTING GRADE CONTOUR 2713 -�- FUTURE GRADE CONTOUR FLOWLINE GRADE BREAK I I l i SHEET NOTES / I 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT z UNLESS NOTED AS FOLLOWS: I / RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT _ CON = TOP OF CONCRETE MA = MATCH EXISTING FL = FLOW LINE I I I I O \ / GB = GRADE BREAK I SW = TOP OF SIDEWALK CIO FG c3� NHED CO ®W \ I I CROWNFI= CROWNROFE ROAD Lo I N N GENERAL NOTES I I N I �� �/ I I �`° N N 1. SEE SHEET C0.1 FOR PROJECT NOTES i 3 I / 2. CONTRACTOR TO FIELD VERIFY ALL MATCH ELEVATIONS II / / PRIOR TO ANY CONSTRUCTION. NOTIFY DESIGN ENGINEER 0 ' IMMEDIATELY IS DIFFERS FROM WHAT IS SHOWN HEREON. Q I / / O I Lu O ~ = z I / aQ Q > 85.60 CROWN lCROWN I I 86.02 85 / VI I5.8 I CROWN 85.44 I / L u Q z � 85.47 N I I � � � 2588 / 2.0% I 1.2% \ / Ln 1.3% 1.5% ° 2587 \ / ULo W o 258s L0 H Z CD Lu o i _I ILL 5°° 85. 1 - - - - - L �6.D� - i wV V* 85.61 0 �- 9 - (/� S < MA �@ 0 85.61 I 0.5% 86.01 b� w I D°)° ° 86.31 / Lu G 10Lu 86.58 f N CROWN / O I QDC - - - -85►.81 858 785.8. r - - - - -886-tR( Wt/VA- - tftOWN- C4OWN- - - - - - - - - - - - 86.43 - - - LL N - - -C7OwN- - L - - - - - - - - - - - - z85.61 o MA 0.4% 85.520.4%\ 85.64 0.4% 2586 8601 25$ 85.46 = o RIM u U U? (n � z N �?Lu - Q 2588 iR 2587 C I m � � � I G m a � I / / / / DRAWING STATUS: 0 o 3 I I I IV \ PRELIMINARY NOT FOR CONSTRUCTION U O ENGINEERS.SURVEYORS.PLANNERS ILL 9233 WEST STATE STREET BOISE, IDAHO 83714 O PHONE(208)639-6939 o FAX(208)639-6930 z N a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 8-20-21 z U D PROJECT: 20-208 z c SHEET NO. 0 V V W 5. 1 w N 2 �SS\ONAL FNG� S T ERFo'LF�� N 11 b � lF OF �O FOGY KEHRF-Ei 8-22-21 Q 0 0 15 30 60 90 Plan Scale LEGEND Ln z �14.29 FINISH GRADE ELEVATION O 1.5 FINISH GRADE SLOPE SQ j W _ w —2713 _ _ - - EXISTING GRADE CONTOUR 2713 FUTURE GRADE CONTOUR MATCH LINE — SEE SHEET C5.3 FLOWLINE \ GRADE BREAK 89.09 I \ CROWN \ / SHEET NOTES / 2 / 2588 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT z UNLESS NOTED AS FOLLOWS: RIM = RIM OF STRUCTURE / / I TA = TOP OF ASPHALT CON = TOP OF CONCRETE / 0 1 MA = MATCH EXISTING / I FL = FLOW LINE -2587— GB = GRADE BREAK �25 / SW = TOP OF SIDEWALK \ FG = FINISHED GRADE 88.56 CROWN = CROWN OF ROAD CROWN 88.29 / 1.8% 2.0% 2586 Z�a6/ / _ ❑ GENERAL NOTES / I 1. SEE SHEET CO.1 FOR PROJECT NOTES 88.23 o _ / 5 I �� 2. CONTRACTOR TO FIELD VERIFY ALL MATCH ELEVATIONS CROWN / ❑ I I ° 2585 PRIOR TO ANY CONSTRUCTION. NOTIFY DESIGN ENGINEER 0 IMMEDIATELY IS DIFFERS FROM WHAT IS SHOWN HEREON. Q 875 o I - - - - 87.92 I / I 88.13 @ , Lu 0 Z RIM 1.6q—W — � Q Q Q — 88.16 8 60 ° CROW °J 87. 4 z 87.89� % Lu Q z 2585 87.89 �25 / / GB 87.77 84- z L U Lr) / S 2 V u Ki GB / O � GB / Lu / `,O\ /88.32/ ILL LU / , ° �CROkVN 0.87 / 25 88.32 0.5% / 9�\ GB Lu / N Lu _ _ ! LO i p•A% `� LU z / 0.8% 88.322GB / J U Lq 2588 Q 2587 81 2 5 8 6 — — — — — — — — — — — — — — — SW m 2585 2584 z N DRAWING STATUS: m O a a PRELIMINARY NOT - - - - - FOR CONSTRUCTION U N / O - N N z � \ L 1 a z o - - — O Q O 2S ENGINEERS.SURVEYORS.PLANNERS ILL a 8� 9233 WEST STATE STREET a \ BOISE, IDAHO 83714 O \ PHONE(208)639-6939 o FAX(208)639-6930 z a \ DESIGN BY: TGA DRAWN BY: TGA g \ \ CHECKED BY: KSK Q a o DATE: 8-20-21 z PROJECT: 20-208 c Z SHEET NO. 0 V V W O 5. o Lu N 2 �SS\ONAL FNG� c\S T ERFo'LF�� N 11 b � lF 0 F �O FOGY KEHRF-E> 8-22-21 Kew W W R W W R W R W R W R W R W R W R W Lu R/W R 7RR R/W o CD 3 = "W 12"w 12"W 12"1f "W 12"W 12"W 12"W 12"W 12"W 12"w 12"w 12"W 12"W 12"W_ 12"W 12"W 12"W 1 "W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"VJ 0 25 50 100 150 24"SD 24"SD 24"SD : 24"S _"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18'SD 18"SD 18"S 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD 18"SD Ian Scale 1�900 FRAN KLI N RD. _ °° -RW—RW—RW— W � RW--u RW RW RW RW RW RW— —RW— RW RW- RW RW��00 o SHEET NOTES RW RW Rkv RW RW RW RW RW RW RW R RW RW— RW RW sn 1s"s 1s"s 1s"s s 1a"s 18"s 18"s 18"s 18"s 1s"s 18's 18" A. SEE SHEET CO.1 GENERAL, IRRIGATION, AND ACHD NOTES. N I — —�'�—— —�� — 8"S 18"S 18"S 18"S �8'S — �8" — �8S — s 18"S 18"S 18"S 18"S 1$'S 18" 18"S 18"S s 8"S z I' N " _ B. SEE SHEET C6.2 FOR PRESSURE IRRIGATION DETAILS. 11 ?4"GI 24"GI 24"GI 24"GI 24"GI 24"GI �� r O N C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD W W CROSSINGS. — 24°GI 24"GI 24"GI 24"GI—� �I— 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI IR 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 4"GI �R D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS pl— — —Pr- l , Pr-- — 7� , ��pl— — ��pr — �� �— — THE LARGEST DIAMETER PIPE COMING INTO THE FITTING 1 2 2 4 4 I I s OR VALVE. Co �11:00 _ _ _ _ _ � — — I 2 3 E. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL N 72 LF 6" PVC I $"w � s"w s w — — s"w — — s„W SLEEVED ROAD CROSSING DETAIL, SHEET C6.2. — — —a„W I c� 534 LF 6" PVC I w L — — _ N F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 3 3 I I s s"S r — — — — — — — — — — — — — — — — — a CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING — J 374 LF 6" PVC _ SD-403. ❑❑ G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 0 c • _ PVC OR APPROVED EQUAL. z 3 00 L LL AIR ASE VALVE(S) AND DRAIN VALVES SIX PER LF C9 SLEEVE 0 H. THEADETAI S ONES SHEET C6 2. COORDINATE LOCATIONSR PER DETAIL SHEET C6.2 WITH PROJECT ENGINEER DURING CONSTRUCTION. �00 a I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE I " OWNED, MAINTAINED, AND OPERATED BY THE HOA. KEYNOTES N 12 sD a 1. CONNECT TO EXISTING 6" PRESSURE IRRIGATION LINE. 00 m a I 2. INSTALL 2" SERVICE PER DETAIL SHEET C6.2 a 3. INSTALL w — J N 1 — 6' 90° ELL aw THRUST BLOCKING " s"w "w r 00 I 3 L — — _ _ 4. INSTALL LLj 0 F a 1 — 6' GATE VALVE Qi N I THRUST BLOCKING Q Y N I I ❑ I °° � Q � � 3 ❑ I 0 ME Q °° I oc z co '00 3 _ 0 _ w 0 U \ 6" a Q y zCo Co I � I00 _ vi I a Z oc Lu Q NLU3 _ zo � I ni I CO I 3 I L - - � d I 3 z w cn I i �00 8„W W� I 0 � LJJ L _ � _ 2 sD FIE . r — "I J 454 LF 6" PVC a II 00 00 a,.w I - - - - L - - 8"W� 8 8"W 8"W 8"W 8"W 8"w 8"W 8 W 8 W 8 W 8"W 8 W 8"W 8 — — —„— � WW8„ 5 — — — — — — — — — — — — — — — — — — — — — — — — — — — � / II3 2 465 LF 6" PVC a � 3 �3 PI PI PI PI PI PI P p p _ p PIPI PI PI PI PI PI PI PI PI PI PI PI PI PI3 N d — 2 3 00 506 LF 6" PVC 5 LF 6" PVC N p � a C I 3 ro Co (o rn a � " N 3 DRAWING STATUS: z N d Lj a 0 2 � PRELIMINARY NOT O 3 N 3 FOR CONSTRUCTION U - c5 2 SD N � O N 00 N I I � N 4" s 'V^ 4" �4 S �/) Z N 5 a � �, N I 8" O 0 3 c) U to ip NN o 00 1..1.z 0 P — LL TOP��TOP 1—EG — _ EGA ' ENGINEERS. .PLANNERS 9233 WEST STATE STREET O w TOP— —TO EG _ EG EG a '���G 70— /� BOISE, IDAHO 83714 EGA —so— — _ _ � PHONE(208)639-6939 z o TOE T E EG—EG— _EG EG EG _ , i / FAX(208)639-6930 I a TOE TO EG�EG�EG= DESIGN BY: TGA TOE E` ` —EG— EG�EG�EG��G—� _— — EG— DRAWN BY: TGA a TOE TOE TOE TOE TOE TOE TOE TOE —TOP TOP TOP EG TOPEG EG EG �o EG— / / EG—EG EG— FG—fi P/ CHECKED BY: KSK Q oTOP TOP TOP TOE TOE TOE0 — TOE TOE— TOP 70P TOP E=EG EG— EG��EG— —EG�r DATE: 8-20-21 z TOP TOP TOE TOE TOE�TOE TOE TOP TOP Tt—r EG TOP_ E TOP T TOP TOE TOE TOE ROP —EG 0 PROJECT: 20 208 No _ _ _ _ — — OP TOP —TOE— TOF TOE—�mr —TOE TOE _ O EG_ n�P EG_tOP TOP TOE/ tnE SHEET NO. s J C6. 1 w N 2 NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN ��1:150 AL THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE ��� ��G\ST ERF� FF� ADEQUATE VENTING. NOTE: LOOP TRACER WIRE FROM MAIN LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS LINE PIPE TO SERVICE BOX AND BACK OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. ALONG SERVICE LINE PIPE. b o z Q lF OF �O FOGY KEHRF-Ei 2"0 FORD, MUELLER OR APPROVED EQUAL ANGLE STOP W/LOCK WING & 8-22-21 IRON PIPE THREAD CONNECTIONS, OR APPROVED EQUAL ui FIBERGLASS 4"0 THREADED CAP _ VALVE BOX OR PLUG FINISH GRADE 00 & COVER AIR RE MODEL CR-100 AIR RELEE MODEL VALVE (OR EQUAL) —III III I I I I I I I III III III—III CARSON 18—INCH "STANDARD"I I I III III ( *NOTE: REINFORCED FIBERGLASS 1. 2'-6" MIN., 5'-0" VALVE BOX (OR EQUAL) Ln III I I I I I I I III III MAX. IN UNPAVED APPROVED METAL OR PLASTIC TAG z AREAS WHERE THE DO _ LINE IS FREE WITH "NON—POTABLE WATER DRAINING. M NOT DRINK" IS RQUIRED N APPROVED METAL OR PLASTIC - - L W TAG WITH "NON-POTABLE _ ° 1-1/2"0 SCH. 40 I I "' ~ " _ — GALVANIZED IRON 2. 3'-6" MIN., 5-0' a WATER DO NOT DRINK IS I I I a' — MAX. IN PAVED CARTRIDGE DUAL CHECK VALVE REQUIRED. CONNECT TO VALVE 1 _III A. I I PIPE RISER AREAS OR WHERE N FORD OR MUELLER OR BOX WITH EYE BOLT AND WIRE TIE. °a THE LINE IS NOT APPROVED EQUAL a °• FREE DRAINING z N 3. FINDER WIRE AND �. 4"0 PVC OR ABS IRRIGATION IDENTIFICATION TAPE w a. °. REQ w PIPE VALVE BOX TRENCH — 8 8 — MAIN ISPWC DIVISION 900. D PER THE BACKFILL v a NOTCH 4"0 VALVE ° a ° BOX OVER PIPE WITH MIN. CLEARANCE FROM PIPE 0 z SLOPE III III I III I I TO DRAIN � I1 III 11 1-1/2" BRANCH 1�2" PVC 90° ELBOW, TEE 3" MAIN LINE FORD OR MUELLER, OR BRONZE CURB STOP- SCHEDULE 80 REQUIRED SCALE: NONE FO APPROVED EQUAL. P- 2" CLASS 200 SOLVENT 3"X3"X2" TEE, WELD PVC PIPE SCHEDULE 80 REQUIRED MAIN LINE AIR RELEASE N TS TYPICAL 2" SERVICE N TS 0 J Q 0 Lu LEI 0 0 PAVED SURFACE SEEPNOTEE1 BBLOOTHERS Q = z VARIES, 2.5"-3 ' _ > < 0 3/4" MINUS BASE, BY OTHERS — F--- w VARIES 4"-6" z Q w Lu Q w z o oc Op op op op op op op op op p PIT-RUN SUB-BASE, BY OTHERS J o 0VARIES, 10"-16" ----_ z Lu Lu = p p p I-TEMPORARY BACKFILL AS p p p DC 0 D D D I REQUIRED TO MAINTAIN I D D D O D -12" COVER OVER SLEEVE �n SUB GRADE ELEVATION, BY LL V) OTHERS, SEE NOTE 1 BELOW W o COORDINATE WITH PAVING III III l I I I I I i�`---SECTION. BACKFILL, DEPTH VARIES WITH PAVEMENT OC CONTRACTOR FOR REMOVAL _ SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND 112L OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: FINDER TAPE CARSON MODEL 910T COVER "NON-POTABLE WATER - FOR IRRIGATION ONLY" O LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING (2) 3" CLASS 200 SIGNAL CONDUIT WITH 1/4" 2" NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE COMPACTED TO 95% DENSITY. IIII IIIIII IIIIII III III III III II III II PIPE AND BELL III III III III II III CARSON MODEL 910 10" VALVE BOX MIN. 4" TRACER WIRE LOOP MIN. 6" SLEEVE MIN. 6' SKIDS PER ISPWC SD 307.SEE SLEEV ro. VALVE NUT m SEE DIA. SEE FOR MATEREAL SCHEDULE, MINIMUM SIZE ET m NOTE 5 NOTE 5 DRAWING STATUS: z 0 o ISOLATION VALVE 10" CLASS 125 PVC PIPE PRELIMINARY NOT SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED FOR CONSTRUCTION U UNI-FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN OC 0 NOTES: NOTCH PVC BOX, BOTH SIDES 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z o FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD ° 4" 5.36" 8" PVC C900 8 28°' SUB—BASE, ROAD BASE AND PAVEMENT. O U 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE 0 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR a SIDEWALK. 6" MIN. A ° a a #4 REBAR 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT ° ENGINEERS.SURVEYORS.PLANNERS I"L SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 1 ° 6so -VARIES 6 >c71c1 9233 WEST STATE STREET PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. `d 4MIN. 4" MIN. OF 3 4" MINUS GRAVEL BOISE, IDAHO83714 10" 12.79" 16" PVC C905 15.92" ° / 0 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL a A ° UNDER 10 PVC PIPE PHONE(208)639 6939 7 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° FAX(208)639-6930 L 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: TGA NOTES: DRAWN BY: TGA a A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION CHECKED BY: KSK PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR Q ° B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: 8 20 21 z D PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 20-208 g SHEET NO. TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C6,2 Lu N TS N TS a