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CC - Construction Drawings (2) SHEET INDEX C0.0 COVER ASS\ONAL FiyG/ C0.1 NOTES TM FRONTLINE SUBDIVISION C1.2 DEMOLITION PLAN 11 N C1.1 - C1.3 ROADWAY PLANS S FRANKLIN RD. C1.4 ROADWAY PLAN - NMID ACCESS ROAD 9T OP MERIDIAN , IDAHO F °F C1.5 ROADWAY DETAILS F(�y KENRF-� o C1.6 LIGHTING PLAN 8_22_21 W C1.7 STRIPING PLAN CONSTRUCTION PLANS C2.1 - C2.2 SEWER MAIN PLAN AND PROFILE AUGUST W M ~ C3.1 WATER PLAN , 2021 IDA MERIDIAN N C4.1 DRAINAGE PLAN LOCATION MAP ® � C4.2 DRAINAGE DETAILS C5.1 - C5.6 PRESSURE IRRIGATION PLAN PROJECT C6.1 - C6.4 GRAVITY IRRIGATION PLAN r : R4W RvR�yy r gam_ a�w RAW „�� 6�W -�W L1.0 LANDSCAPE PLAN WA w R/W R� PLAT N Z — — — — — — — — — — — — — — — 0 FRANKLIN RD. > W VICINITY MAP m K _ 300 #25,501 #20,351 NO SCALE O 3 3 3 LEGEND FOUND BRASS CAP TFT z ® FOUND ALUMINUM CAP II (n QO FOUND 5/8 INCH REBAR II O FOUND 1/2 INCH REBAR m IZ 0 CALCULATED POINT a SEWER MANHOLE �D STORM DRAIN MANHOLE I D 7C7 ®® STORM DRAIN CATCH BASIN 3 a I ID `9= FIRE HYDRANT < wv m WATER VALVE wM WATER METER SIGNAL POLE z 1 LIGHT POLE O a M ELECTRIC BOX V) TRANSFORMER > O I s GAS MARKER Q I � I OT TELEPHONE MANHOLE 0 ❑T TELEPHONE/FIBER OPTIC RISER — w II ® IRRIGATION VALVE w Q II v SIGN z — O ❑ , , J 0 U �p — — — — — — _ EG — — BOUNDARY LINE TOP TOP EG �p G— G _ -- EG —EG_ _ INTERIOR PARCEL LINE z W —TOE�TOE ��EG �— — — _ _ , —TOE�70E —TOE�TOE EG�EG��__ — — ADJACENT PROPERTY LINE O �P�EG� ROAD CENTERLINE u- �G —TOP —TOE TOE— TOE_ TOE —TOP��EG -``E— � - _ TOP TOP TOP OE TOE TOE—TOE—TOE TOP_ TOP E��EG TOP,cc EG��EG EG G TbF — — — _ — _ _ TOP�_TOP \ TOE TOE �TOE �— r fur— `TOP TOP — — — _ `Top —TOE TOE TOE TOES `�'G —TOE — — — SECTION LINE OP---, - - - - _TOP—Top—TOP —TOE�TOE�TOOEE TOE �TOE�Jo% / _ — — — — — — — — — - EASEMENT LINE - - - - __TOP— �TOE� TOP—�Top TOP TOp s s s SANITARY SEWER LINE So So STORM DRAIN LINE � w w WATER LINE ci ci GRAVITY IRRIGATION LINE P P P UNDERGROUND POWER LINE op—op— OVERHEAD POWER LINE G G G GAS LINE T T T TELEPHONE/FIBER OPTIC LINE PI PI PRESSURE IRRIGATION CONTACT INFORMATION EP EP EDGE OF PAVEMENT z BENCHMARK EG EG EDGE OF GRAVEL DRAWING STATUS: 0 ENGINEER DEVELOPER _ POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION KM ENGINEERING, LLP BRIGHTON DEVELOPMENT INC. x x x FENCE LINE 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 CONCRETE FOR CONSTRUCTION m PHONE: (208) 639-6939 CONTACT: ZACH MEYERS 20501 X 706942.232 2447273.573 2590.122 CHISELED X FAX: (208) 639-6930 PHONE: (208) 378-4000 ASPHALT PAVEMENT 300 epK 706949.480 2446555.664 2589.710 "PK" NAIL CONTACT: KELLY KEHRER, P.E. FAX: (208) 377-8962 EMAIL: kelly@kmengllp.com EMAIL: zmeyersObrightoncorp.com a "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." z 0 O U lcm M N �S LA.N O LL a PYbk IIaAMO ENGINEERS.SURVEYORS.PLANNERS o im DepE 9233 WEST STATE STREET Design&tonstfuadan Supp3vmvntai�peaH�cattone BOISE, IDAHO 83714 ♦� ■ . PHONE(208)639 6939 FAX(208)639-6930 z m DESIGN BY: TGA DRAWN BY: TGA z g r CHECKED BY: KSK Q o DATE: 7-30-21 z PROJECT: 20-208 g 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. z 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 DISPOSED OF IN AN APPROVED OFF-SITE LOCATION. CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING UNDERGROUND FACILITIES DAMAGE CONSTRUCTION ACTIVITY WITH THE EPA. p 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 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 > 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. C 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 m Q SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS FROM ALL BUILDINGS. UTILITY NOTES 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 Z) 0 . . 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. V) w EXCAVATED DITCH SUBGRADE INSPECTED BY A TESTING COMPANY OR THE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING W 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. z 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 J Q 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 ACHD NOTES IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN 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 ALL GHWAY _ _ REGION (334-2190). z 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 CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD uj 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 SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED 3. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN O cS FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF THE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER G DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER ( ( IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16). 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH 4. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE L.L SIDEWALK OR OTHER STREET IMPROVEMENTS. . FIELD SITE INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE ANY CONCRETE CURB, ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL C DISPOSED OF OFF SITE. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC G CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: 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 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE UTILITY COMPANIES. FRANKLIN ROAD: 0.5-INCHES SP-3 ASPHALT MIX, 5-INCHES OF PG 64-28 ASPHALT MIX, 4-INCHES OF %-INCH 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 CRUSHED AGGREGATE, AND 25-INCHES OF 6-INCH MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION BEING CONSTRUCTED. GREATER. OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH ADA NOTES 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 4. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND 1. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET THE FOLLOWING SLOPE ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. APPROVED THROUGH CONSTRUCTION SERVICES OF ACHD (387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. REQUIREMENTS LIST BELOW. CONTRACTOR WILL BE REQUIRED TO REPLACE/REAPIAR ANY SURVEY INFORMATION PAVING AND CURB NOTES IMPROVEMENTS NOT MEETING THESE CRITERIA AT HIS OWN COST. DRAINAGE 5. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION AND FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED BOUNDARY OF THE PROJECT WILL 1. THE NAVD 88 VERTICAL DATUM WAS UTILIZED TO 1. CONTRACTOR IS RESPONSIBLE FOR PROPER SIDEWALKS AND ACCESSIBLE ROUTES AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE COMPLETE THE SURVEY FOR THIS SITE. TRANSITIONS BETWEEN THE VARIOUS CURB TYPES AND -2% MAXIMUM CROSS SLOPE BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. AND INSPECTION, REQUESTED THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6280, A MINIMUM OF 24 HRS. AS NECESSARY TO MAINTAIN ADA COMPLIANCE FOR ALL -5% MAXIMUM RUNNING SLOPE PRIOR TO CONSTRUCTION STARTING. PEDESTRIAN RAMPS. ADA PARKING AREAS AND LANDINGS 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC BENCHMARK -2% MAXIMUM SLOPE ANY DIRECTION SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. 1. CONTACT KM ENGINEERING AT START OF RAMPS TRAFFIC CONTROL NOTES 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING CONSTRUCTION TO SET PROJECT BENCHMARK. -2% MAXIMUM CROSS SLOPE BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. z DRAWING STATUS: -8.33% (1:12) MAXIMUM RUNNING SLOPE 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL 8. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA DEVICES" FOR STREETS AND HIGHWAYS. STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" _O 2. TRUNCATED DOMES SHALL BE CAST INTO CONCRETE (STAMPED CONCRETE AND ADHESIVE ALLOWED. PRELIMINARY NOT o MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ITEMS. 9. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS FOR CONSTRUCTION X 3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE MINIMUM REQUIREMENTS OF THE MOST SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD D 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF POLICY MANUAL. CURRENT EDITIONS OF THE ADA, MUTCD, AND THE ISPWC. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 1). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. MERIDIAN STD DRAWINGS AND SPECIFICATIONS 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL ° THE EDGE OF THE TRAVEL WAY. REPLACE THE ENTIRE ROADWAY SURFACE. Amok z 0 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT 3). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. O 4). FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED U 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. SUPPLEMENTAL CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE s CONSTRUCTION. FOR PUBLIC SAFETY. CONSTRUCTION BEGINS. 0 0 a 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE ENGINEERS.SURVEYORS.PLANNERS L.L o www.meridiancity.org 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A $ RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO 9233 WEST STATE STREET O 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ANY CONSTRUCTION. BOISE, IDAHO 83714 (D ADHERED T0. PHONE(208)639-6939 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO FAX(208)639-6930 z 0 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL ANY CONSTRUCTION. w SPECIFICATION ON THE JOB SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER DESIGN BY: TGA UNTIL THE SITUATION IS RESOLVED. DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z L D PROJECT: 20-208 z c SHEET NO. 0 V Co. 1 w N 2 KEYNOTES 1. PROTECT AND PRESERVE CONCRETE SIDEWALK. SS�ONAL FNC 2. PROTECT AND PRESERVE WATER MAIN STUB. — "cl IR R _ 3. PROTECT AND PRESERVE SEWER MAIN STUB. nI 11 b o s"cl / \ \ I V ` R \ \ R 4. DEMO AND REMOVE APPROACH.°0 "-r —.� Q • OP OP OP OP OP OP OP OP ® f �F P OP OP 0 GP OF —12"W 12"W f2W7-18"S—D 1� 12"W 12"W 12"W 12"w 12"W 2"W 12"w 12"W 12"W 2"W 1 "w1z"w 12"W 12"W 12"W 12"w 12"w 12°w 1 °w12"w � 5. DEMO AND REMOVE WOOD BRIDGE. _ o CYK_ o3 a 'SD 24"SD�� -22-21 r 24"s 18"s� i8"sD i8"s� _ _ 6. PROTECT AND PRESERVE WATER SERVICE STUB. 7 'SD 18"SD A8"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 — — 7. PROTECT AND PRESERVE SEWER SERVICE STUB. 1 9 4 FRANKLIN RD. g 11 , 4 11 1 4 1 8. PROTECT AND PRESERVE GAS SERVICE STUB. RW R RW RW W \RW RW RW 3 I Lu Q RW RW RW R`:' RW —RW RW RW RW RW RW RW RW RWCo RW Ryp p "S 1 "S s 18"$ 18"S 18" 18"S 18"S ;�"� \,-._ °0 = s 9 PROTECT AND PRESERVE GRAVITY IRRIGATION BOX AND 8 18"$ 18"S 8"$ 1 'S 18 18"S 18"$ 18"$ 18"S 18"S 18"S sL 8"S ` E. 0 30 60 120 180 24"GI —24"GI \ — — T �' - O - I 10. DEMO AND REMOVE GRAVITY IRRIGATION WET WELL AND LV— v ED ED _l_ PUMP. 24"GI 24" 2 GI W 24"GI —24"GI— 24"GI 24 1— 24"GI ie 2 GI24"GI 24"GI 24"GI— 24"GI 24-cr 2 ie IR Plan Scale / 11. COORDINATE WITH IDAHO POWER TO DEMO AND REMOVE IDAHO POWER OVERHEAD LINE AND POLES. 2 m / 9 DEMOLITION LEGEND 8 2 8 / N PROJECT SITE DEMOLITION LIMITS N PROPERTY LINE w uj_ STANDARD CURB & GUTTER o w w WATER LINE III I o \ I $ $ SEWER LINE �� I I "z J 11 II / II \ ` SD—SD— STORM DRAIN LINE I r I m \ / I \' P P UNDERGROUND POWER LINE I III I / w \ � 4 � ✓ � / I —OP—OP— OVERHEAD POWER LINE I T T TELEPHONE LINE GI GI GRAVITY IRRIGATION LINE z x Wv x FENCE m WATER VALVE BLOW OFF VALVE _ fo FIRE HYDRANT lO SEWER MANHOLE TRANSFORMER \ ` fo ED / / \ �� \ / ® SAND AND GREASE TRAP 1 D / / / \ \\�\ — ® CATCH BASIN SIGN WATER METER POWER POLE I / \ LEI SIGNAL BOX Q ❑T PHONE PEDESTAL Q I \ TREE O GENERAL NOTES Lu O z 1. SEE SHEET C0.0 FOR PROJECT NOTES Q = J 8/ \ > Q � 0 z z o w Q o E O -- — w zo S—$ oC I � \ LL Alu /)Ia5 OP TEN M \N N �r � DRAWING STATUS: z FQE _ ALE CREEK _O 5 _—__ � T — ,� — r— TOE _� / PRELIMINARY NOT __ _ — — ' — FOR CONSTRUCTION SDI m -- O Z U 0 o! 0 O o ENGINEERS.SURVEYORS.PLANNERS �.L g 9233 WEST STATE STREET o BOISE, IDAHO 83714 O PHONE(208)639-6939 FAX(208)639-6930 z 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 N 2 SHEET LEGEND 86.85 FLU/ \ 1:150 AL+05.03, 39.38'L ???????????? PT, 53.50'L ELE. & DESCRIPTION FINISHED GRADE ELEVATION ��o �4.O�STE Fo FF 87.38 PC STA., OFFSET SIDE � 87.38 TOC I I I +96.44, 39.861 87.25 CL/GB +38.97, 53.50'L 1.50% 11 b I I / +23.47, 53.50'L FINISHED GRADE SLOPE _I I o 86.74 FL J OP +86.318, 32.047.23 0'L O� ®N +41.98, 39.35'L F OF / � I GRADE BREAK FOGY KEH��`"� I / 4 87.23 TOC / ° I , 24. FL +50.56, 39.20'L 8-22-21 p \ 90.22 AP/MAt +86.51, 24.21'L W +07.17, 22.85'L - - -- - - -- - - SAWCUT LINE I 86.92 TOC I 2.18% 2.45% LU +60.58, 32.041 I � m ° 86.42 FL � a ° ° a ° ° +60.49, 24.21'L CIVIL ACRONYMS z ° ° ° a ° ° ° ° ° ° ° ° ��° �° ° ° ° ° ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS .J o a �//� ,M/a a , g ° �M/a a `� �M/a NV� ° 2 a M/a M/I� �o /a N►/a °M °M/a '� MA a ° / ° ° ° ° 7.26% 7.13% ° ° ° ° °\7 ° ° 2 a ne/a ° 3 3 b00 s ° FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE ILL. 0 50q° 3 PT - POINT OF TANGENCY i 87.15 PC 3 cn � w wv � ELE. - ELEVATION I 90.07 AP 1 +77.97, 23.50'L `�� 86.79 PT L - STATION OFFSET LEFT z +15.33, 23.50'L S. BENCHMARK A of, 25g� °-� +68.97, 23.50'L 1 2$ R - STATION OFFSET RIGHT Q 87.35 CL/GB 8g SEE ROADWAY PLAN TBC - TOP BACK OF CURB N 87.16 CL/GB q +23.50, 0.00' o f SHEET C1.2 RIM - RIM OF STRUCTURE j 2 5 +00 I0.93% 1.80% +78.00, 0.00' Ci 86.80 CL/GB LIP - LIP OF GUTTER w �_ 51+00 0.47% 52+00 1.20%0 +69.00, 0.00' 53+00 0.75% MA - MATCH EXISTING � O ® -_ �- SW - SIDEWALK ll I I ^ e.6% EP - EDGE OF PAVEMENT I I �� L FL _ FLOW LINE N TOC TOP OF CONCRETE 9070 , 0.00' +31. CL/GB �ajO I.�° 0 HP - HIGH POINT 87.15 PC o 1 I 6 CR - CURB RETURN I +07.00, 0.00'R I +31.47, 0.00' � + 1 +77.97, 23.50'R N °? 25a POC - POINT ON CURVE 86.79 PT 1 INT - INTERSECTION 3 +68.97, 23.50'R PRC - POINT OF REVERSE CURVE 90.15 AP +14.30, 23.50'R as„9 as„9L as„91 ® I 0 3 SHEET NOTES 1 1 \\ LnasusL ° 90.24 AP/MAf b�.° ° ° ° ° ° ° ° ti r° 3 N �� ° ° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD z ° +06.80, 23.03'R,k/a-��ne% nn/a M/a nn/ nn/a o 7.20% 7.14% ° ° ° ° NOTES. ° ° o /x�-nn nn/ a a nn/ MA ° ° ° , ' a °° nn/a�nn/ � 2 nn/a-� B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. ° - - - - - - - - - - - - 86.72 FL ° 86.42 FL C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET / ❑� +86.56, 24.23'R - - - - - - - +60.71, 24.15'R SECTIONS. 87.22 TOC 2.10% 2.18% F111 ❑ I +86.64, 32.04'R / 3 86.91 TOC D. SEE SHEET C3.0 FOR LOT GRADING. +60.75, 32.04'R ° 715411 I 87.37 TOC E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 87 TOC TOLERANCES WILL BE ALLOWED. +96.44, 39.14'R aai 4 .23 a �I aai I +50.56, 39.11'R 86.85 FL F. ALL STATION AND OFFSET LABELING RELATED TO EACH +04.96, 39.24'R o 86.73 FL SPOT ELEVATIONS ARE REFERENCED TO THE ROAD / Q 87.26 CL/GB +42.16, 39.02'R ALIGNMENT. ° I I 87.41 PT +23.50, 53.50'R G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS +08.00, 53.50'R 87.41 PC I I � +39.00, 53.50'R MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. (A> H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 0 20 40 60 0 2 4 6 CONTACT ACHD INSPECTION FOR VERIFICATION OF z COMPLIANCE WITH POLICY AND EXISTING PAVEMENT O Plan/Profile Scale: 1" = 20' Profile Vertical Scale: 1" = 2' MARKINGS. I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. () KEYNOTES ® > O Z 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD C = Q SUPPLEMENTAL STANDARD DRAWING SD-701. CO Q J Z) Q 2. INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Lu z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES J Q Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 2596 2596 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q AND SHALL BE COLORED 'TRAFFIC YELLOW. z uj O r `r 4. INSTALL TERMINUS BARRICADE TYPE III PER ACHD O DC ++ SUPPLEMENTAL STANDARD DRAWING SD-1132B. II= 0 o BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM LL WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS.SIGN 5 2594 Q o II 2594 BEINTE EXTENDED GN NO "RNGER OAD ONED.TYPESTALL IIII BARRIICADE.O o NO 6�; Y 00 0) N w N m L� w II m N o Q� w II + o Oq 2592 2592 ;w Q w 00 CD w II N o co LO + PVI STA: 5 +78.00 PVI ELEV: 587.16 Y 00 Q o II K: 2045 wN N(D wo 2590 LVC: 45.00 m Y L _ u w N Y 0 2590 LOW PT ELE : 2587.24 0 a m N \ in 000 00 � w w II m + U-) + 0 > II FINISHED GROUND L w L w �L_j 0 � j 0 � � w 2588 m °° 2588 DRAWING STATUS: z 0 o \ a X - - - - - - - -1.2aq PRELIMINARY NOT N EXISTING GROUND - - - - - - - - - Q.75% _ FOR CONSTRUCTION U =0:75� - D 0 40% - - - - - - - - 2586 2586 OC H 0 0 z N O U 2584 2584 DC ¢ knill 0 . O 0 ENGINEERS.SURVEYORS.PLANNERS LL z 9233 WEST STATE STREET a EXISTING GRO ND CENTERLINE BOISE, IDAHO 83714 FFINISH GROUND CENTERLINE OQ 2582 2582 PHONE(208)639-6939 z a FAX(208)639-6930 N 00 r- 0 00 `n N 0) M � `n 0) o `0 o M 0) � 00 N r C o rn00 CO N o 0 rn DESIGN BY: TGA 0) 0 00 C14 t N z¢ � 00 00 00 00 00 00 00 00 00 00 00 00 00 00 40 00 00 00 00 00 00 00 00 m 00 0�0 DRAWN BY: TGA L 00 ao o0 LO 'n ao Ln Ln � 0CN 04 'n CN � N � N C CN 04 04N L L � N N N N N NN N N N N N N N N NNN N N NN N N CHECKED BY: KSK Q a z DATE: 7-30-21 z U 49+5049+60 49+80 50+00 50+20 50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+4053+50 PROJECT: 20 208 c 0 SHEET NO. G s J C1. 1 w N 2 SHEET LEGEND III III wI ► ¢II I IIII ' I I IIN�'I' I I�I� I�� III II II I II,I II I I�I II � S�S41.Oo1 AL oST 00 84.62 PT ELE. & DESCRIPTION FINISHED GRADE ELEVATION 86.02 PT 3• STA., OFFSET SIDE � E RFbNFOo�P�p2 FF � +33.44, 53.30E I C . , . E PC a 86.0P +65.28, 48.43,E 1.50%+64.45, 52��7 94E 84.09 FL FINISHED GRADE SLOPE 85.47 FL +33.58, 39.25E3 +30.40, 39.29E s„z as„ 85.47 FL 84.09 FL 0F _a +67.56, 38.98,E 84.59 TOC / 84.40 CL/GB +64.24, 39.88,E ' I I II GRADE BREAK FOGY KEH�� 85.98 TOC I I I +25.95, 39.67,E 4 +49.36, 48.18,E 11 'I 'II I I ' I I I I 8-22-21 +21.89, 39.57,E I I 85.98 TOC 84.50 TOC / 83.93 c� �84.58 TOC I I I III I - - -- - - -- - - SAWCUT LINE I +76.01, 39.68,E GRAV _+70.96 39.46,E I I I I I 85.84 TOC 85.81 CL/GB 85.35 FL +22.78, 33.28,E / I I Q +11.91, 32.03,E +48.95, 53.50,E 0- 84.49 TOC III IIII o +85.74, 24.22,E 83.99 FL L O +73.93, 33.47,E I +22.02, 24.70,E I I I III II CIVIL ACRONYMS 85.34 FL +12.04, .34 L ° I d3 d3 83 99 F_v I I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS o � � III NI II I / c�II I IIII I II II II I III I II FOLLOWS:+73.52, 25.01E T► r�'pi STA. - ROADWAY STATION FROM CENTERLINEo N n/a Ma n/a n/a n/a n/a n/a CL - ROADWAY CENTERLINE.14% PC - POINT OF CURVATURE ° 3° \ IIIII PT - POINT OF TANGENCY85.77 PT ELE. ELEVATION94.42, 23.50E N o .00 PT__ � I I II I L STATION OFFSET LEFT z + 0.98, :0.9y)'L I I I I I II I I R - STATION OFFSET RIGHT Q SEE ROADWAY PLAN 0 50% SHEET C1.1 85.78 PC wV 3 TBC - TOP BACK OF CURB N I I 84.43 PC 3 / I I I I I I RIM - RIM OF STRUCTURE j W +03.45, 23.50,E ° > I I I I I I LIP - LIP OF GUTTER w 1 0 3 1 +13.98, 23.50,E 3 �"� I I I I I I MA - MATCH EXISTING C14 I I I I I I I SW - SIDEWALK 85.79 CL/GB 85.92 CL/GB 85.79 CL/GB / WIIIIII III III`I I I I I II I III I III EP EDGE OF PA VEMEN S. T 54+00 +03.45, 0.00' ' M 84.44 CL/GI 8�4•1 L GB FL W LINE . , . +94.45, 0.00 +14. r I I I56+0p TOC TOP OF CONCRETE Lo 57 III IIII HP HIGH POINT CR _ CURB RETURN O I I l w I III I POC POINT ON CURVE 1 I I I I IIIII II II III,�II III IIIII II II II IJill , II I INT - INTERSECTION 85.78 PC o PRC - POINT OF REV ERSE CURVE +03.45, 23.50'R 84. PC 0.50" 0 % 85.77 PT +14.36, 23.50'R 3 SHEET NOTES 50 +94.42, 23.50'R W b W3 84.4 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD z I U III ( IIII I as„aL as„ �\ ° ° +87.67, 23.50'R I NOTES. ® ° � � aS„8l aS„8l aS„8l aS„8 L OS„8 L S„8 L ® � � r/ \� ° ° ° o o N I J I I I I I I I B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. 7.15% p 7.13% ° v ° ° o�,' �, ° ° �A\ 3 3 I I III ° ° ° _� gyp ° ° 7.15% M/a M/a 7.14% C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET 2 ° ° ° °° n�/a ° cro M/a N►/a o /a a ° 2 �- ° Jvv I I I I IIII I I SECTIONS. `7 °v ° v o �° �O INIH v II z I I ° /� I I I � I II II II D. SEE SHEET C3.0 FOR LOT GRADING. 85.34 FL I - - - - - - - - - - - - - - - - - - - - - - - - -/- - - - - ° 31' 2 1.2% W I III I I II I +11.86, 24.23'R 85.34 FL 83.99 FL E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +85.93, 24.21'R +22.79, 24.89'R I I I I IIII II TOLERANCES WILL BE ALLOWED. 85.84 TOC I 84.49 TOC 4 I III I I I I F. ALL STATION AND OFFSET LABELING RELATED TO EACH +11.82, 32.05'R 85.84 TOC +22.78, 33.50'R 3.99 FL I I I l SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +86.04, 32.05'R 77.89, 25.21'R II I IIII II \ ALIGNMENT. 85.98 TOC - aai / 84.58 TOC ai I A 11 N I 1 III I I I I I G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS +21.89, 39.19'R 85.81 CL/GB o 85.97 TOC / +26.33, 39.37'R 84.47 C B 4.49 TOC I I I I IIII II MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE +78.66, 33.19'R +48.95, 53.50'R ® +76.01, 39.50'R +49. 47.67'R O �.80 ► III I I I I RIGHT-OF-WAY PERMIT. 85.48 FL 84.07 RA 11 I, II I I I I I IIIII II +30.34, 39.1 VR I / 84.09 FL GRAV I 84.59 TOC I I I I I I I H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 85.47 FL I CONTACT ACHD INSPECTION FOR VERIFICATION OF 86.03 PC / +33.97, 39.31'R F +74.25, 39.i 4'R I I I I IIII IIIII I z 86.00 PT +67.58, 39.19'R I MARKINGS. WITH POLICY AND EXISTING PAVEMENT O +64.45, 53.50'R II/III I I +33.49, 53.50'R 9 / 84.09 FL/ 84.62 PT I +64.91, 39.07'R I I I I IIII IIIII I I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. +33.86, 47.67'R I J Jill ® z 84.62 PC I I I II I KEYNOTES � 0 / I +64.86, 47.67'R I I II 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD C) = Q SUPPLEMENTAL STANDARD DRAWING SD-701. CO Q J 0 20 40 60 0 2 4 6 ::) C 2. INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER z Plan/Profile Scale: 1" = 20' Profile Vertical Scale: 1" = 2' ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC L.0 z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES J Q Q 2594 2594 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q AND SHALL BE COLORED 'TRAFFIC YELLOW. z L U 0 4. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 0 SUPPLEMENTAL STANDARD DRAWING SD-1132B. I= BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM LL WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 2592 0 2592 PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. o uO � u-) + 00 to NiIt 4 (n + + + u LO 0 2590 va~i°' II a N II r M N 2590 co QY N co � Y LO 00 N N LO (0 + w Y 00Q W m Q Ln N Q In � l() w II O N m Q N II II II m m Q0_J W II 0 ; w II � � cn � 2588 "w Q Q rii "' Y 0�0 "' 2588 C.'JW bW j� N wjN Q (n Ofm m 0 N m w II w II II EXISTING GROUND _ _ ct J _ - - - Orc9w 2586 -0.75 o - - - - - - - _ 2586 DRAWING STATUS: z - - - - - - - - - - _ 0 m PRELIMINARY NOT - FOR CONSTRUCTION U N - -0.2D% -0.41 2584 ` - - - - _ _ 2584 OC FINISHED GROUND 3 o 0 N U 0 2582 2582 a 0 . 0 ENGINEERS.SURVEYORS.PLANNERS LL a EXISTING GROL ND CENTERLINE 9233 WEST STATE STREET ' BOISE, IDAHO 837142580 FINISH GROUND CENTERLINE 0 a PHONE(208)639-6939 Z a FAX(208)639-6930 Cn r7 c0 N O O O O rn 00 M n N (0 LO r- LO Ln r� N O O n Ln LO rn N (0 00 0) O 1 0) 00 rn 00 00 r- LL'i N o 00 (0 r� O DESIGN BY: TGA d 00 00 00 00 00 00 a0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 I.J� qt ,n ,n ,n LO ,n ,n Ln U-) 00LO LO ,n LO ,n U) U) U) 0U) ,n n ,n 0 0 LO ,n U-) ,n LO U') U-) (n 0 U-) � DRAWN BY: TGA a N N N N N N N c,4 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CHECKED BY: KSK Q a o DATE: 7-30-21 z D 53+5053+60 53+80 54+00 54+20 54+40 54+60 54+80 55+00 55+20 55+40 55+60 55+80 56+00 56+20 56+40 56+60 56+80 57+00 PROJECT: 20-208 c SHEET NO. c 0 V V W 0 C1.2 N 2 SHEET LEGEND 1:150 AL FNG�2 *,_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION ��o �4.O�STERFo FF� STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 11 b Q GRADE BREAK YOF N�� KE - - -- - - -- - - SAWCUT LINE 8-22-21 Lu CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION cn L - STATION OFFSET LEFT z R - STATION OFFSET RIGHT O TBC - TOP BACK OF CURB N RIM - RIM OF STRUCTURE j W LIP - LIP OF GUTTER w MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES 0 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD z NOTES. B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. \ C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET - - - - - - -� - - - - - - - - - - - - \ / SECTIONS. _ i ® - - - - - -� _ _ - - D. SEE SHEET C3.0 FOR LOT GRADING. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ITOLERANCES WILL BE ALLOWED. � i � F. SPOT ELEIVOATIONDS �RESET REFERE REFERENCED ELING TOLTHED TO ROAD EACH � FRAN KLI N RD. � � � � 90.34 I 89.86 ALIGNMENT. 90.52 90.94 5 MA S ` \ 90.48 MA MA 1 MA MA 90.14 6 I G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 0.42% �90 91 90.31 - - p 6%; ACHD AND OBTAIN A NO-CHARGE 1 - -- -- --- MA J - PERMIT. 1 1, ! SW MA SW MA 90.17 H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS _ f , . ,1 s+ FLx CONTACT ACHD INSPECTION FOR VERIFICATION OF z .f °1 r ao COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 4A ,1 �_ 90.00 s MARKINGS. 0 - ❑T 1 Ell - I / 2 / \ 3 7 FL 3 I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. P s co o I - - 0. 7 EP- s .4 KEYNOTES ® 0 z PI - �L PI PI L - - _ _ f / 1 IR 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD C = a �j PI PI PI PI PI PI PI�- PI = P - - - SUPPLEMENTAL STANDARD DRAWING SD-701. m a J- - - > �`� I I PI PI PI PI /PI ��I P F'I PI PI pi- C) Cn 2. INSTALL DETACHED CONCRETE SIDEWALK PER ACHD J / \ I I Cn I SUPPLEMENTAL STANDARD DRAWING SD-709. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC w Z a a STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES J Q Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE - \ I I I I ` I s"w s"w s"w s,° s"w- (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q c� °�. z w O � Z AND SHALL BE COLORED 'TRAFFIC YELLOW'. mLA- - - - ' W - - _ 4. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 0 � s � � SUPPLEMENTAL STANDARD DRAWING SD-1132B. I� BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM L.L I I I r- WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. /�� I I I I I I PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. 5. 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708. 6. SAWCUT (2'MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, 0 30 60 90 AND ACHD NOTE #3 & #9 SHEET C0.1. Plan/Profile Scale: 1" = 30' DRAWING STATUS: z O m PRELIMINARY NOT m FOR CONSTRUCTION U V Da a O ( I- 0 z N O 0 U z knif 1 oC 0 O ENGINEERS.SURVEYORS.PLANNERS L.L z 9233 WEST STATE STREET 3 PHOINE SE(08)6 9-6939 O a FAX(208)639-6930 z DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK a a o DATE: 7-30-21 z U D PROJECT: 20-208 c SHEET NO. 0 V C1.3 w N 2 SHEET LEGEND 1:150 AL FNG�2 *,_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION ��o �4.O�STERFo FF� STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 11 b Q GRADE BREAK YOF N�� KE - - - - - - - - - - SAWCUT LINE 8-22-21 Lu CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION cn L - STATION OFFSET LEFT z R - STATION OFFSET RIGHT Q TBC - TOP BACK OF CURB N RIM - RIM OF STRUCTURE j LIP - LIP OF GUTTER w MA - MATCH EXISTING SW - SIDEWALK W EP - EDGE OF PAVEMENT FL - FLOW LINE Q TOC - TOP OF CONCRETE Y HP - HIGH POINT re CR - CURB RETURN CQ POC - POINT ON CURVE G ON PRC - POINT S OF (REVERSE CURVE 2 U SHEET NOTES z o W A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD z NOTES. B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. ® I \ C. C2.9 FOR TYPICAL ROADWAY STREET SECTIONS. \ II \ \ \4"S D. SEE SHEET C3.0 FOR LOT GRADING. I I S I � \ - 84.07 4"s 4 S \ Jl \ 1 \ \ E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO \ GRAV I I r� xv P® //� I \ \ TOLERANCES WILL BE ALLOWED. 83.91 \ F. ALL STATION AND OFFSET LABELING RELATED TO EACH GRAV 83.93 \ III \ \ SPOT ELEVATIONS ARE REFERENCED TO THE ROAD f f GRAV ALIGNMENT. 81.38 \ � � � \GRAV 81.65 G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS ry - 7 GRAV rn� ` GRAV 81.27 o / \ 1 / MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE AV Q o - - - GRAV \ / \ RIGHT-OF-WAY PERMIT. 7 H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS O _ I __ - - - _ _ / \ GRAV COMPLIANCEH WITH SPOLICYO AND E ISTINGAPAO G L0 EVEMENT z EG \ OF E - - - - I b� A- - - / 82, - \ \ MARKINGS. O EG O Ec� GRAV GRAV RAV o ^� 84.00 _ GRAV I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. _� O KEYNOTES ® > O 04 TEN MILE CR - U' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q SUPPLEMENTAL STANDARD DRAWING SD-701. m Q 2. INSTALL DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Lu z 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC C\I STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z_ PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE J (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q AND SHALL BE COLORED 'TRAFFIC YELLOW'. z W �� - - - l 4. INSTALL TERMINUS BARRICADE TYPE III PER ACHD O SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM L_ Q / / 1 WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. M 5. 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING Q SD-708. O 6. SAWCUT (2'MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, 0 50 100 150 AND ACHD NOTE #3 & #9 SHEET CO.1. Plan/Profile Scale: 1" - 30' 7. NAMPA MERIDIAN GRAVEL ACCESS ROAD PER DETAIL THIS SHEET. 8. REGRADE BANK OF TEN MILE CREEK WITH MAX SLOPE OF 3:1 LL 2' SHOULDER 18' NMID GRAVEL MAINTENANCE ACCESS ROAD z DRAWING STATUS: O X PRELIMINARY NOT N � `/ N I� FOR CONSTRUCTION V I � I I I � 11= 11= 11= 11= 11= 11= 11= 11= 11= 1= 11= I I - 3" " MINUS CRUSHED AGGREGATE 12" - 6" MINUS PITRUN BASE COURSE PER ISPWC SECTION 802. COURSE PER ISPWC COMPACT TO 95% DRY DENSITY PER (n SECTION 801. COMPACT ASTM D698. z TO 95% DRY DENSITY O PER ASTM D698. 0 z COMPACTED SUBGRADE TO 95% STANDARD PROCTOR 0 O NAMPA MERIDIAN IRRIGATION DISTRICT VEHICLE ACCESS ROAD ENGINEERS.SURVEYORS.PLANNERS LL z 9233 WEST STATE STREET SCALE: NTS BOISE, IDAHO 83714 O 'a PHONE(208)639-6939 Z a FAX(208)639-6930 DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z D PROJECT: 20-208 c 0 z SHEET NO. s v i 1.4 w N 2 SHEET LEGEND 1:150 AL FNG�2 *,_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION ��o �4.O�STERFo FF� STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 11 b Q GRADE BREAK YOF N�� KE 74' RIGHT-OF-WAY 8-22-21 — — —— — — —— — — SAWCUT LINE 1' 23.5' TBC-CL 23.5' CL-TBCLu 1' 10' SIDEWALK 8' PLANTER 8' PLANTER 10' SIDEWALK 0 SLOPE X. 6.5' 11' 11.5' 11' 6.5' CIVIL ACRONYMS EXISTING BIKE LANE OUTSIDE LANE TURN LANE OUTSIDE LANE BIKE LANE ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: \ STA. - ROADWAY STATION FROM CENTERLINE �/�/�/�/� � � � � � //\/\ AY CENTERLINE PC - PO NDTW 0 F CURVATURE 1' LANDING, \�/ /\� \� \ \ \� \� \� \� \� \� \� \� \� \� \�/\� \� \� \� \� \� \ \� \� \� \� \ \ \� \� \�j��\� PT - POINT OF TANGENCY TYP. ��/ � /��//��//��//��//��//��//� �� / ELE. - ELEVATION L - STATION OFFSET LEFT z 6" VERTICAL CURB 3" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG 64-28 R - STATION OFFSET RIGHT Q AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE TBC - TOP BACK OF CURB N RIM - RIM OF STRUCTURE j 20" OF 6" MINUS PIT-RUN SUBBASE LIP - LIP OF GUTTER Luui_ MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES 0 STREET SECTION A S. BENCHMARK AVE . ) A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD z NOTES. SCALE: NTS B. SEE SHEET C2.8 FOR STREET LIGHT PLAN. C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET SECTIONS. D. SEE SHEET C3.0 FOR LOT GRADING. E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF z COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. O J I. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. V) Q KEYNOTES ® > O Lu 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD C _ C) SUPPLEMENTAL STANDARD DRAWING SD-701. m Q 2. INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER Z) — z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. () z Q 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Lu STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z Q c- PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES J Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q AND SHALL BE COLORED 'TRAFFIC YELLOW. z uj 4. INSTALL TERMINUS BARRICADE TYPE III PER ACHD O C) SUPPLEMENTAL STANDARD DRAWING SD-1132B. I= BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM LL Q WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. DRAWING STATUS: z O X PRELIMINARY NOT � FOR CONSTRUCTION U o D o N m z N O W z U o DC 0 ° O o ENGINEERS.SURVEYORS.PLANNERS LL a 9233 WEST STATE STREET o BOISE, IDAHO 83714 O 'a PHONE(208)639-6939 Z a FAX(208)639-6930 DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z PROJECT: 20-208 c z SHEET NO. V V W 1.S w 0 oc N 2 SHEET NOTES f A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH ��,S TONALCITY OF S NG'j2 5 AND NOTIFYREDIAN AND NGINEER IFCSADFETYOR TO HAZARDS SOR UTILITY \ST LITY O G ERFO FF� r CONFLICTS EXIST. 11 bo 12 w iz w 12 w 12"w �z" ' 12"w 12"w iz"w iz'w �z"w i2'w 12"w B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 0 50 100 150 CITY OF MERIDIAN. OP —24 9 2a"se 24' — 24"SD�—�2 — — — — — • Plan/Profile Scale: 1" =50' C. SERVICE — ALL STREET LIGHTS SHALL HAVE F OF ise is"sD is"so is UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE FOGY KEH�� 3 `v .FRANKLIN RD. VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. Rw °'w Rw N CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE 8-22-21 — LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL at; is"s s i8"s UTILITY AND PAVEMENT CROSSINGS. Lu f r I —� D. METERING — CONTRACTOR SHALL COORDINATE METER Q . . LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. —24"ci 24"ci 24'ci bo 24"GI 24"Gi 24"G11 WHERE A METERED SYSTEM IS REQUIRED, NEW s t"�GI z4"ci 24"ci DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS FL LLi 00 WHEN THE ADJACENT PROPERTY IS DEVELOPED. cn N Q Z Y O ui Lu = I LEGEND N V Z I co INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, FL " DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST (O I cn CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN I I SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING — I CO HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED " FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR O I STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND ® UTILITY COORDINATOR. w — 2 SD— O C5 0 EXISTING TYPE 1 STREET LIGHT „w . w EXISTING TYPE 2 STREET LIGHT s — �—s' o) N II a I CITY OF MERIDIAN STREET LIGHT NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL _ ELECTRIC CODE. a I «' 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE F ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, O s AND FOR THE POLE AND ASSOCIATED WIRING. z a I I 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND Ln 2' MIN. FROM WATER METERS. N I I 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT O 3 DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD Q 0, COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. J a I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS — 2s COL ® REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. _ N00zz 3 w < � 8"W 8"W 8' J 0 00 � g 8. z oc Q , sLu 00 II 00 0 � o N � (O I II I I I co EL I I I _ I 3 N 3 � c� 2 S I I 4„ S 4" 4'S CA 5 I '-8 DRAWING STATUS: z � � I 13 0 PRELIMINARY NOT FOR CONSTRUCTION U X - - - _ - - - _ EG — EG EG TOP Top r��_ — —TOP�w TOP 1 EG — — — _ EG— o TOP��TO --EG a — — _ EG o EG ij4 TOP _ EG EP, — — _ EG z o OE TOE �—EG EG _ �TOE� Fr O N T E� m TOE TOE / r TOE , TOEknil 1 TOE `TOE TOE �N 0 TOE TOE . 0 TOE )P TOP TOP TOE TOE TOE TOE ❑ TOE 0 o roP TOP r , TOE r ENGINEERS.SURVEYORS.PLANNERS 0 9233 WEST STATE STREET o BOISE, IDAHO 83714 O z PHONE(208)639-6939 FAX(208)639-6930 I DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z U D PROJECT: 20-208 z c SHEET NO. 0 V C1.6 w N 2 KEYNOTES 1. 4-INCH WIDE SOLID DOUBLE YELLOW LINES PER ACHD ASS\ONAL FiyG/ 0 50 100 150 STANDARD DRAWING TS-1112, STRIPING DETAIL #7. Q�O� G\ST ERFO�FF� Plan/Profile Scale: 111 = 50' 2. 8-INCH WIDE SOLID WHITE LINE ACHD STANDARD DRAWING TS-1112, STRIPING DETAIL #15. 1 b o � S 3. LEFT TURN ARROW PER ACHD STANDARD DRAWING 9J, Q TS-1113, SHEET 1 OF 12. F OF �O" •' 4. 24-INCH WIDE SOLID WHITE STOP BAR PER ACHD <<Y KEN P oP oP oP oPT"W1 oP oP OP Op; STANDARD STANDARD DRAWING TS-1112, STRIPING DETAIL #19. 8-22-21 °w 12"w 12"w 12°w 12"w 12"w 12"w 12"W71.2:"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 5. 8—INCH WIDE WHITE LINE (BIKE LANE AT INTERSECTION) '""99 24"S9 44"6B — — — 24"sD 24"sDSTANDARD DRAWING TS-111 , STRIPING 41, PER ACHD ST 2 18 SD 18"SD 18"SD " �� „ DETAIL #12. Q "SD 18"SD 18"SD 18' FRANKLIN RD. 6. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD N o _ STANDARD DRAWING TS-1113, SHEET 4 OF 12. 4 �° eb 7. INSTALL "SPEED LIMIT 25 MPH" R2-1 SIGN (24"X30") ——— — 5 PER MUTCD. ! FU t ! 1 • • . . f. f - f 1 . " 8. INSTALL "BIKE LANE" R3-17 SIGN (24"X18") PER MUTCD. ® T ;,,, F�— �- 9. TWO WAY LEFT TURN LANE STRIPING PER ACHD 0 STANDARD DRAWING TS-1112, STRIPING DETAIL #9. 24"GI 24"GI 24"GI 24"GI ��4�— 24"GI c� 24"GI 24"GI 24"GI 24"GI IR 24"GI 24'GI— N 1 � 1 9ti z I 5 6 O r2 IR IR sn c \ l 1 \ \ C W 1 Lu H 3 oC — 1 b 7 6 \ 3 I I 2 I � O 00 0: z I 3 I ® Lu 2 > 3 Q � 3 I � f O U z Lu 9 (� II 6 z r b V) co I w z c� l l 2 zQ z L Jo z °u ® I � v' o 1 � I 2 3 31 1 I � III I 1 5 I II 9 � 6 Q � 6 II I ® DRAWING STATUS:3, z a C, 0 PRELIMINARY NOT 5 FOR CONSTRUCTION U III 2 D DC Eg Elv) - _ EG _ z 0 m TOP o TOP TOP TOP TOP TOP G-EG o TOP��0 EG EG- U o 1cm 'E�TOE�TOE EG��G TO�EG-EG- EG EG c� 0 o �TOES TOE TOE EG�Ig EG�EG- EG � ENGINEERS.SURVEYORS.PLANNERS � EG 3 TOE�TOE � -TOE�JOE EG ENGINEERS EG o TOE G�EG�EG- EG- 9233 WEST STATE STREET O Z TOE TOE TOE� EG EGA BOISE, IDAHO83714 TOE roP� EG�EG�EG " EGA PHONE 208 639-6939 TOP TOP�TOP TOP TOP -TOE--TOE-TOE TOE ❑ TOE Top -OE TOE�TOE- -TOP TOP-TOP EG TOP EG E30 =EG EG- FAX(208) )639- 9 TOP F� o _TOP TOP TOP TOE To TOE TOE TOE DESIGN BY: TGA G TOP TOE OE�_ TOP TOP TVP 1 N ` TpP TOP TOE� } z TOP-TOP TOP TOP- TOP_TOP-TOP T TOE TOE TOE-�TOE-TOE rTTOE TDP OOE-TOE TOE TOE CHRAWN BY: TGA ECKED ECKED BY: KSK a Tnn Q !Z o DATE: 7-30-21 z u u PROJECT: 20-208 C z 0 SHEET NO. C u < J 1.7 Lu0 oc N C2 If ■� KEYNOTES ON fN 1. CONNECT TO EXISTING 8" PVC SEWER MAIN. �,SS\ AL Gj CONTRACTOR TO POTHOLE AND VERIFY LOCATION, O� OUSTER '1F 7177 I I I I I I ELEVATION, AND PIPE SIZE OF SEWER MAIN STUB PRIOR II I I I I / 1 I I TO ANY CONSTRUCTION. N \ / / SERVICE ' PVC E 0 2 0% M MIN. 2 III I 11 b o II I I I � 2 72 LF 4" PVC SEWER IE 2567.72 z 2. CAP AND MARK SEWER MAIN STUB PER ISPWC SD-512 � OP / / -T SERVICE © 2.0% MIN. I I IE 2567.72 w I °' PROPOSED MANHOLE #4 F�YOKEH��'Ei STA: 7+42.00 OFFSET: 0.00' / N IInn/8— of nn/a nn/ , II ✓= S—g —/aM N' �/� s M<s /II II I�III I 1J'IIII II J I I I IAIII II IIIJII'I'I1III�I I II1II'I I I"II'I�II�I II I I IIIIIIIIIIIIIII I I III IIIIIII IIII I III I IIIII III II III I III I II IIII I IIIII I I II I I \1 III I I I I I;I III\I II\IIII III I I I 1 \ _ 8-22-21Q PROPOSED MANHOLE #1 PROPOSED MANHOLE #2 0' PROPOSED MANHOLE #3N: 706292.53, E: 2446517.651 L ' STA: 3+22.51 OFFSET: 0.0 L STA: 1+10.00 OFFSET: 0.00 TA: 5+561 OFFSET: 0. 01 N: 706924.48, E: 2446526.25 N: 706711.99, E: 2446523.36 S . 1 2446520.18 J\8 / WQ 2" M/a AV8 M/a ® NV8 n/a 00 zo M,8 M,8 M„8 M.,8 M„8 M,8 M,8 M,8 M.,8 M.8 M, me N Tr 2+00 3+0 4+00 6+„00 o 11 s. s„ S„81 S„8 $0 „2 2 „ S„8 S„$ s„s —S„s S„s S„8 S 83 „ Ma M S. BENCHMARK AVE. z as„z� of as„8 a a0„g� ( n/aMA m/s n/ n/a „8 a IIIII I _ — Lu L J Lu 12°GI 12°GI 12"GI 12°GI 12°GI 12"GI 12°GI 12"GI 12°GI °0 12"GI 12"GI 12"GI 12"GI 2 IGI 1 „GII 9 Id 9 Id„9 Idg 1 Id„9 Id„9 d9 dg„ Id 9 Id 9 Id 9 Id 9 I I I1I Y NI N N I I I III IIII IIII II III I I I I � � I I I I Ijlll I I I I � I II IIIII II I , 1 � / I IIII IIIIIII I I I . N N I / I I IIIII III IIIII III �• I � / _ � � � I Il,�llllli I IIII�IIIL► I III z 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2605 2605 z z /Q z U) 2600 p >> 2600 Lu w 0 0_ 0_ J0 Z 3 \ J 0 i� ao 00 . .. / o =LL cn w — LL ZO Lo Lo N0 "" » O Nr� > > 0_ 0_ ,, z� M o O0)ir'0 04 w J 0_ 0_ . M QUO W LLI 0� N N 0 L 00 00 0 > 0_ 0_ r..Z.� 2595 0±Nzz Z0 00 � � w0o a o000 > 2595 0 � M rv7 M M O_ .- O > z w�� » �cor� r� 0 � L� IN � wp Q z 0 U70' ZZ OmC N NN QO � N �� JO 00 Lu 0 +00 CV N Z) D m� � (D (o O=� � 00 z 0_r7NZZ OO 0�� (0 NN QO 00 0 Q OQ » » NLOCoN � H �p —L'i u a_V) Z Z O +� Z 0 0 p�� 0 0 � z IN 2590 EXISTING GROUND 0 Q > > cn�00 N 2590 a-U)� Z ZZ O +0z 0 z ,.,., Q 0-I-N — O O /J LL - - - - Lu 2585 - - - - - - - _ _ _ 2585 - - - Lu C° FINISH GROU D \ 2580 .0 2580 co N N 2575 2575 0 a a m m 2570 2570 DRAWING STATUS: z 0 0 PRELIMINARY NOT FOR CONSTRUCTION U N D N 2565 2565 W I 2 3.60' of 8" PV ® 0.40% a 212.51' 0 0% 53 16' of 8" PVC @ 0.40% z z 0 U 2560 1 2560 ° o a a FINISH ROUND CENTER INE OF SEWER PIPE ALIGNMENT - ENGINEERS.SURVEYORS.PLANNERS LL EXISTING GROUND CENTERLIN OF SEWER PI RE ALIGNMENT 9233 WEST STATE STREET O Z BOISE, IDAHO 83714 2555 2555 PHONE(208)639-6939 3 FAX(208)639-6930 Z NoN N N O O a0 r M ff) C14 C14 a°ra0�j DESIGN BY: TGAo O p) N r- 0) � O c° 00 rn � ' Oo 00o r ao n n CD co (DcD (Dco (Dr � u ao ao ao ao ao ao ao ao ao ao DRAWN BY: TGA 0) 00 ao 00 ao 0 ao ao ao ao ao ao 0o ao ao ao aouO uO n uO n n � d1 C04 C4 N N N N Cq C N 1) C4 IN IN 04 N NN N N N N N N N N N N N N N N N N N N N N N N N LO N CHECKED BY: KSK a o DATE: 7-30-21 z 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 PROJECT: 20 208 c g SHEET NO. G s J V W . 1 Lu N 2 _ > LL j �SS�ONAL FN�, -+I S TERF�tiFF IN � a �I � � I I � � � I a N = PROPOSED MANHOLE #3 I s \ `—' z 3 111 I L ® 2 z STA: 15+78.33 OFFSET: 0.00' w N I N w N: 706478.41, E: 2446520.18 OF co I I I \ N co E'�GY KEN�F' 00 I \ 8-22-21 0I o PROPOSED MANHOLE #2 I I I 00 3 STA: 10+79.26 OFFSET: 0.00' III III ` � "w' 8 N p \ \ W: . , : 3 00 . 15+00 qq � 1 b o 8, , SD3 I � III II _ 3 I �I IIII 3 IIII I _ I I 10+00 8'w 11-- 0 w 1 1+61 00\\ I I I I 8' 8' n 3 Ln 0: a 00 3 Lu co Lu H DO - d U) 3 l ' 9 3 D i I I SD 00 ,2 N N \ I Q\ I c� l 00 `� I \ I I 0 4„ 4 S 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2600 2600 3 J z N O > > O wo 0 J t a 00 C =O 00 Co 00 �+ 1 2595 Q 10 o o M 2595 2600 2600 0 N D (.0D O M vi M c 0 � O N N W Lp (n +00 N N � OOP Z Q--N — — O O z 3 m Q `.. Q 2590 Z Z Z FINISH GROUND 2590 2595 w > a 2595 z Z _o Lu z Q Q z N M ^ Q rM r> 4 4 I..L 2 M - (.0— — — — — — — — — — — 011,00 Lo N N J J 2585 2585 2590 0 0 LL N —o > > > 2590 z L,LJ Q E ISTING GROUND a-N E z z z 0 S II G LL a 3 � W N 2580 0 2580 2585 — 2585 ~ W V) 2575 2575 2580 2580 � N 2570 2570 2575 2575 0 a a 69.2 ' of 8" PVC ® —0.40% 7 .34' of 8" PVC C� 0.40% DRAWING STATUS: z 0 2565 2565 2570 2570 0 PRELIMINARY NOT 3 FOR CONSTRUCTION U 68.33' of 8" PVC ® 0.40% 0 N M 2560 2560 2565 2565 0 Z Amok z FINISH GROUND CENTER INE OF SEWER PIPE ALIGNMEN o FINISH C ROUND CENTER INE OF SEWER PIPE ALIGNMENT 0 3 EXISTING GROUND CENTERLIN OF SEWER PI E ALIGNMENT U EXISTING GR UND CENTERLIN OF SEWER PI E ALIGNMENT knil 1 2555 2555 2560 2560 0 a z rn N N 0) ENGINEERS.SURVEYORS.PLANNERS L.L a 00 00 00 00 0 00 ui U) 0 9233 WEST STATE STREET O Z U) U) 00 LO � LO LO00 BOISE, IDAHO 83714 N N N N N N N N N PHONE(208)639-6939 3 FAX(208)639-6930 z 9+50 10+00 10+50 11+00 11+50 12+00 12+50 DESIGN BY: TGA 14+50 15+00 15+50 16+00 16+50 DRAWN BY: TGA , DC g CHECKED BY: KSK Q a o DATE: 7-30-21 z U D PROJECT: 20-208 z c SHEET NO. 0 V V W O O N 2 SHEET NOTES S�ONAL fN 5 A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �OF��O�STERF/2FF .t . , B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL a � CHANGES OF DIRECTION PER CITY OF MERIDIAN d° REQUIREMENTS. 1 b o 12"w 12"w i 2"W i 2"W 12"W i 2"W 12"W- 0 50 100 150 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN l OP 3 _ _ _ STANDARD DRAWING SW3. F OF 24'se — 24"SD 24"s — — — — — — • Plan/Profile Scale: 1" =50' ire is"so is"so is D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF FOGY KEsn H��`"� 3 COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' RW °0 '� FRANKLIN RD. OF COVER. 8-22-21 W RW My mvv ar6 is"s s i8"s E. INSTALL WATER VALVE BOX AND LID PER CITY OF Lu MERIDIAN STANDARD DRAWING W11. fLu LuF. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, r• CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP -z4�cl 24"cI z4'cI 24"GIB 24"GI 24"GI 24"GI ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND t2 'GI 24-GI 2SEWER, OR RECYCYLED WATER MAIN EASEMENT. 24"GI 24"GI 24"GI I Q 4 KEYNOTES 00 ID Ln p[ 1. MAINTAIN VERTICAL AND HORIZONTAL Z Q POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY cc OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET G C1.1 FOR ADDITIONAL INFORMATION. N W = w cO u 5 2. MAINTAIN VERTICAL AND HORIZONTAL - z POTABLE/NON-POTABLE MAIN/SERVICE OR W SERVICE/SERVICE LINE SEPARATION PER CITY OF C0 .', MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FL vj co195 LF 8" C900 FOR ADDITIONAL INFORMATION. 6 I WATER MAIN 3. 2" WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W4. EXTEND 2" PE SERVICE CONNECTION TO 0 I BACK OF SIDEWALK. a I " 1 4. REMOVE TEMPORARY BLOW-OFF AND CONNECT TO 12" PVC WATER MAIN. I ® 50 LF 8" C900 INSTALL N — 2 SD— WATER MAIN 1 - 12" x 8" COUPLING OZ II o) 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE 7 1 1 AND NON-POTABLE MAINS. "w a" . ;4 w 6. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE WATER MAINS AND SEEPAGE BEDS. sX 7 7. INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF 89 LF 8" C900 0 MERIDIAN STANDARD DRAWINGS DETAIL W13. WATER MAIN 8 8. INSTALL 1 � 1 CROSS 4 - 8" GATE VALVES a I °" 9. INSTALL 1 - 8' TEE 2 - 8" GATE VALVES N � 2 Q. a, a N I 221 LF 8" C900 z 5 WATER MAIN O I 6 �� Q 3 C) = J a I 50 LF C900 CO Q L cn — 2 J WATER MAIN Ln Ln _ z N 00 3 \ 1 cow Q Q „W 8„ «. 8, J Q Sn 7 s 8 C 7 z w 89 LF 8" C900 °D O Q WATER MAIN II I I L j_ N � d 00 \LJ 5 I 195 LF 8" C900 3 WATER MAIN N � I b 3 6 I I N I ® 3 14 LF 8" C900 ci 2 S1, 2 WATER MAIN II 1 4 s 4" 4'S DRAWING STATUS: z II � 3 7 O RUM 00 PRELIMINARY NOT m 40 LF 8" C900 N WATER MAIN FOR CONSTRUCTION U _ EG D TOP�TOP—TOP-50 LF 8" C900 EG 1 —EG�EG—EG — — —EG — WATER MAINoP��To AEG-r��_To 3 — AEG o OEM —EG�EG — N TOE TOE O TOE T E—TOE TOE TOE ram/, Z TOE TO N o o �TOE E TOE�TOE� O o TOP �P� Top Top TOE S TOE TOE❑ TOE�TOE� ENGINEERS.SURVEYORS.PLANNERS TOP r TOE TOE r I..L 3 0 9233 WEST STATE STREET a BOISE, IDAHO 83714 O PHONE(208)639-6939 FAX(208)639-6930 z a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z U D PROJECT: 20-208 z c SHEET NO. 0 V C3. 1 w N 2 DRAINAGE KEYNOTES SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY ASS\ONAL 0 50 100 150 1. INLET #1 NOTES. STER�,o'1FF� IIIIIIIIIIIIIIIIIIIN ACHD SD-601, TYPE I B. SEE SHEET C4.1 FOR STORM WATER DETAILS. Plan/Profile Scale: 1" = 50' RIM: 2586.67 IE OUT: 82.67 7 12" (W) C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 11 b o SUMP: 2582.67 Z Q25: 0.35 cfs AT OR BELOW AN ELEVATION OF 2574.50. FOR Q Q100: 0.49 cfs ADDITIONAL INFORMATION REFER TO THE REVISED �F OF _ ' ` " G E HN L INVESTIGATION "B NCH 0 D RAN ' EOT C ICA "BENCHMARK ROAD" ~ PREPARED BY ATLAS, DATED APRIL 1ST, 2021. FOGY KEH�� P OP OP OP OP OP OP OP Op Op- 2. INLET #2 ACHD SD-601, TYPE "w 12"w 12"w 12"w 12"w 12"w 1z" 12"w 1z"w 1z"w 1z"w 12"w 12"w 12"w 1z"w 1z"w 1z"w 12"w 12"w_ 1z"w 1z"w 1z"w 1 "w 12"w 12"w- RIM: 2586.67 D. THE DESIGN INFILTRATION RATES ARE BASED ON A 50% 8-22-21 _ _ " IE IN: 2583.46 12" (E) REDUCTION OF THE RECOMMENDATIONS IN THE REVISED 44"SB 24-SB 24"SD 24„S - - - - - - - - - - 12 ( ) D 18"SD 188"So 18"SD " - - - - - - - - - - a _ _ PREPARED BY ATLAS, DATED APRIL 1S 2021 _ IE OUT 2583 46 W GEOTECHNICAL INVESTIGATION BENCHMARK ROAD" SUMP: 2582.46 W 18"SD 18"SD 18"SD 18"SD 18' S, T, o FRANKLIN RD. n N Q25: 0.35 cfs RW RW RW RW Kry 00 RW N Q100: 0.49 cfs E. PROVIDE WATER-TIGHT SEALS AT PIPING o Kw Kvv _ 18 ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, R RW RW RW RW 3. SGT#1 AND MANHOLES. 18"S s 18"S 00 RIM (N) = 2587.27 S 18 s RIM (S) = 2587.17 F. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE -77 f r. f IN IN = 2583.45 12" (E) ROW OR W ERECOVER OVERPCOVERE SS TSIDE GREATER THAN 02UFEET TORE THAN 2 FEET. INLET BAFFLE = 2582. 1 . . 4 r • � b 1 IE OUT = 2582.70 2.7 STORM PIPE SHALL BE ADS N-12 HP PIPE OR OUTLET BAFFLE = 2583.45 0 APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN - - LESS THAN 5-FEET OF SEPARATION BETWEEN 5 24"Gi z4"Gi 24"ci 24"ci �2a�1- z4"ci 24"ci 24"ci 24"Gi 24"Gi L24"G1 24"Gi 24"Gi-I- 4. SB#1 SEE SEEPAGE BED DETAIL #1/SECTION A-A ON STRUCTURES. z \9ti SHEET C4.1 (44.0'L x 13.0'W x 6.0'D) /R / § G. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC _0 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. _N a 5 ACHD SD-601, TYPE I STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC � W 00 RIM: 2585.30 RATED LIDS UNLESS OTHERWISE SPECIFIED. ~ IE OUT: 0 12" (W) SUMP: 258181.30 H. THE CONTRACTOR SHALL COMPLY WITH ALL THE .30 Q25: 0.38 cfs REQUIREMENTS FOR STORM WATER DISCHARGE 3 Q100: 0.53 cfs ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES 3 s I 00 IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 6. INLET #4 PLAN PREPARED FOR THIS SITE, REGULAR SITE 25' MIN ACHD SD-601, TYPE I INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE (40.27') RIM: 2585.30 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN ACHD STORM 17 3 17- 00IE OUT IE IN: 2 25 .00 09 12(E(W) THE NPDES GENERAL PERMIT. DRAIN EASEMENT _ V) SUMP: 4 I 2581.09 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 0 3 LF 12" Q25: 0.38 cfs ENGINEER AND ACHD. Q100: 0.53 cfs o ADS N-12 ® 0.5% I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM z I _ I 7. SGT#2 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN 3 - 00 00 42 LF 12" MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER ADS N-12 @ 0.5% RIM (N) = 2585.8 PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH RIM (S) = 2585.85 SECTION 8018 OF THE ACHD DEVELOPMENT POLICY ® 12 SD IN IN = 2582.07 12" (E) Ni IE OUT = 2581.33 18" (N) MANUAL AND ISPWC SD-623. 3 INLET BAFFLE = 2581.33 I 2 bo 3 1 OUTLET BAFFLE = 2582.07 J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, THE CONTRACTOR SHALL CONFORM TO THE STANDARDS 8. SB#2 SEE SEEPAGE BED DETAIL #1/SECTION B-B ON SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF SHEET C4.1 (57.0'L x 13.0'W x 6.0'D) THE ACHD STORMWATER GUIDELINES. W 8 8" 9. INLET #5 K. INSTALL STORM DRAIN MANHOLES PER ACHD ACHD , TYPE ISUPPLEMENTAL DETAIL N 1 WITH I 00 2583.9 CONCRETE REDUCER SLAB I PLACE OF ECCENTRIC CONE LLIRIM: 2583.94 SECTION. ALL MANHOLES SHALL BE HS-25 RATED. IE OUT: 2580.94 12" (W) SUMP: 2579.94 N I Q Q25: 0.38 cfs L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 3 AND 8200 OF THE 2017 ACHD POLICY MANUAL. Q100: 0.53 cfs a Q too 10. INLET #6 M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE C ACHD SD-601, TYPE I LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE c RIM: 2583.94 ELEVATION PER THE INTERNATIONAL BUILDING CODE, z c = 3 IE IN: 2582.09 12" (E) INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN U 3 IE OUT: 2582.09 12" (W) REQUIREMENTS. O a 17 I z 00 17 SUMP: 2581.09 F w m Q25: 0.38 cfs N I Q100: 0.53 cfs > O 8 00 (n 3 11. INLET #7 Q = z 00 ACHD SD-601, TYPE I Q ACHD STORM a 3 LF 12" RIM: 2583.94 CO Q J DRAIN EASEMENT I N ADS N-12 @ 0.5% IE OUT: 2580.94 12" (W) C N I �2 I I SUMP: 2579.94 - Lu42 LF 12" Q25: 0.38 cfs �� ADS N-12 @ 0.5% Q100: 0.53 cfs Lu z 7 L ® 12. INLET #8 z 2 SD ACHD SD-601, TYPE I J C) Z _ ) RIM: 2583.94 3 00 5 IE OUT: 2580.94 12" (E) Q 6 00 SUMP: 2579.94 z Lu 1= Q25: 0.38 cfs 0cS 8"w s W " i° 8 Q100: 0.53 cfs yv) G 00 13. MANHOLE #1 L.L s" s STANDARD CONCRETE CATCH MANHOLE PER ACHD 3 STANDARD DRAWING SD-61 1. 00 RIM: 2584.10 IE IN: 2580.76 12" (W,E) IE OUT: 2580.76 12" (N) N SUMP = 2578.76 d 17 00 14. MANHOLE #2 n STANDARD CONCRETE CATCH MANHOLE PER ACHD ACHD STORM I 00 STANDARD DRAWING SD-611. DRAIN EASEMENT N I o 17 RIM: 2584.14 a _ 3 IE IN: 2580.42 12" (S,E) 00 IE OUT: 2580.42 12" (W) �16 I 0 SUMP = 2578.42 00 JI3 N 15. SGT#3 a ci o 00 I RIM (N) = 2584.56 �, 14 35 LF 12" RIM (S) = 2584.50 IN IN = 2580.40 12" (E) ADS N-12 ® 1.44%15 IE OUT = 2579.65 18" (N) N ® INLET BAFFLE = 2579.65 a c� 2 SD OUTLET BAFFLE = 2580.40 DRAWING STATUS: z 0 10 00 9 16. SB#3 SEE SEEPAGE BED DETAIL #1/SECTION C-C ON O 4" s SHEET C4.1 (94.01 x 13.0'W x 6.0'D) PRELIMINARY NOT X I I K 4" 4 S ADS N-12 �F015% ry s I 8 17. INSTALL GROUNDWATER OBSERVATION WELL PER FOR CONSTRUCTION U ACHD SD-627, SHEET C###. INSTALL WITHIN THE INFILTRATION BED 5' FROM THE END AND OUTSIDE OF ° 00 A BED A MINIMUM OF 50' FROM THE PERIMETER OF 68 LF 12" 11 THE BED. - - -ADS N-12 ® 0.5% TOP - - - - 12 _ EG EG _ 18. INLET #9 z N roP roP - - 13 - EG PG ACHD SD-603, TYPE III o roP� Top��Top oP��To _36 LF 12" ��EG- RIM: 2590.10 O 6 - ADS N 12 ® 0.5% roP� - - EGA IE OUT: 2586.40t 12" (N) a ,E� 4 LF 12" -"'AEG - �� - _ _ SUMP: 2585.40 Or- 0 TOE TOE ADS N-12 ® 4.5% EG CONNECT TO EXISTING 12" PVC. o TOE TOE I EG EG _EG EG-� - - - - - - c� o TOE�TOE�roE TbE TOE_TOE O EG EG-EG EG=EG= G - - - - - ENGINEERS.SURVEYORS.PLANNERS LL a TOE TOE TOES ETOE�TOE� / %�Go EG�EG- -EGA �- 92BOSE,33 SIDAH083714T STATE ET TOP TOP TOE TOE ❑ TOE TOE- -TOP TOP T-EG EG EG -E��+ PHONE(208)639-6939 O z TOP rOP TOE�TOE TOE� TOP TOP -EG EG F FAX(208)639-6930 Z o -TOP - - - - - _ - - TOP TOP TOP TOP TOP TOE TOE TOE TOE moo-TOE TOE TOE TOE TOP-TOP TOP G vP�ff DESIGN BY: TGA N ` TOp TOP TOES o TOp - - - - - _ TOP TOE- TOE TOE��To TOE TOE- DRAWN BY: TGA z �TOP�TOP Top - - - - - _ - - - _ _TOP-TOP�T TOE DRAWN TOE�r0E�OE-TOE�TOE� CHECKED BY: KSK Q a TOP Tnn - - d o DATE: 7-30-21 z D PROJECT: 20-208 z c SHEET NO. 0 V V W 4. 1 w N 2 S�ONAL fN LEGEND ��,5 ( WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTERSTERF FF 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 11 b o ' OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER - - - - - - - - - - -- - - - - - - - - - - -1 O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- I I-I111 4. CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS I J pP ' II1=1I1=1II I-III-III-II PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" I OF -III-III=III III=-III= :.� e e , PIPE. DRILLED WELLS MAY USE 4" PIPE lul -- -- II=III III=III •e.°•e. 4. •e O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK A __ 4 1< ___ _________ A III=II III-IT_I- aP Oa POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. 8-22-21 / / I O O I 4 O USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES �. .�. ,w. ------------- --� --- -------------' w 5 3 NOTES: I I PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR I STORM DRAINAGE FACILITIES S N.T. . J 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - - - - - - - - - - 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD `L 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW 6 0 w 6 ' N.T.S. o 18 I-III-III-III-III 3 _ 111=111=111=1117 =1 I-III-III=1 11=1 11=1 1=1 -i m ..f, III-1 I1=1 11=1 1=1 _ -I 1=1 I-III-I 11= N o -III-III-III '` II-1II=1II=1 z b ° " FIT 5 0011=11 f I -III_ O e II = N I "l z_ X 8 Ili 3 4 Lu ~ W H L� w 6 SECTION CONCRETE COLLAR 11 OUTLET Q FLOW o BAFFLE WALL N.T.S. ELEV B FLOW 4 ELEV A 0- a ELEV D INLET BAFFLE WALL F a 5E ELEV C 2p STD o o SECTION A-Ao . z N.T.S. o NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: i MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) SECTION z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) N.T.S. 3 H 11-FTS< H =R< 2 RINGS (TYPICAL) DIA RCP RISER 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS (DEL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 8 WATERTIGHT SEAL s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2017 ACHD REVISION 2017 ACHD REVISION IDAHO STANDARDS WORKS GROUNDWATER STANDARD DRAWING IDAHO STANDARDS 2015 SAND AND GREASE TRAP STANDARD DRAWING FOR FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING ACHD STORMWATER DESIGN z CONSTRUCTION OBSERVATION WELL S D - 6 2 7 CONSTRUCTION c GUIDELINES BMP 01 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) O B S E RVAT I O N WELL S D- 6 2 7 2 OF 2 NO TREES ARE ALLOWED WITHIN \ V) / SIDEWALK PER ACHD SUPPLEMENTAL 10' OF THE OUTSIDE PERIMETER FINISHED GROUND 0 J �A STANDARD DRAWING SD-709. OF THE SEEPAGE BED - 1,000 GALLON � CURB AND GUTTER C) = Q SAND AND GREASE TRAP PER ELEV. - "A" (MIN.) PER ROADWAY PLANS. DETAIL, THIS SHEET V�� A��A��A��A��A��A�� m C) I„I I 5 LF OF 18"0 * ��/��/� 6 � ELEV. - "B" !��i�/�/�i�. ADS N-12 HP w bj \ \ � -------- --------- Lu >g= 3 W Q I OI ELEV. - "C" z L - - - - � ------- ----------- ow= J 0 Q �N� 5 5 �J - z * 18"0 PERFORATED ADS N-12 HP. � TRANSITION 5' IN BED NON-PERFORATED TO L A w 0 PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET o 0 L.L 1,000 GALLON PLAN VIEW ELEV. - "D" 2 5 SAND AND GREASE TRAP PER G DETAIL, THIS SHEET. z LOCATIONS, ELEVATIONS, AND :2 ADDITIONAL INFORMATION PER PLAN, WATERTIGHT CONNECTION i� SEE SHEETS C4.0. MAX. HSGW WIDTH VARIES, SEE Ik5 4S° OR ROCK / y TABLE THIS SHEET 18"0 PERFORATED ADS * FINISH GROUND ELEVATION N-12 HP 4 ems. 18" ADS CAP d- ---- --- LL ___---- - SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW 0% SLOPE -------- ------- - KEY 1. ISPWC 801 OR ASTM C33 FILTER SAND. 2. 3/4" - 2" ANGULAR ROCK. PROFILE VIEW 3PERFORA TED DETAIL PIPE. INSTALL L SHEET. PER ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 20 4" OF CHIPS PIPE BEDDING 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING ACHD 18" PIPE STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES GROUND WATER OBSERVATION ONLY. REFER TO BMP 20 FOR ADDITIONAL INFORMATION. WELL PER DETAIL 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT COVER FROM TOP OF 18" PERF PIPE BED TO PAVEMENT SUBGRADE IS REQUIRED. INSTALL WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WQ WOVEN FABRIC SHALL BE PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. REFER TO BMP 20 FOR ADDITIONAL INFORMATION. PERFORATION SCHEDULE Z 3/8" PERFORATIONS IN VALLEY DRAWING STATUS: SEEPAGE BED TABLE OF CORRUGATED PIPE. 5 EA ON 18". 0 m DETAIL BED LENGTH BED WIDTH DESIGN INFILTRATION PRELIMINARY NOT X SEEPAGE BED SECTION (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) RATE (IN/HR) U m FOR CONSTRUCTION o SB #1 A-A 44 13.0 6.0 2586.90 2585.40 2582.70 2579.40 2574.5f 1,626 4.0 (PUBLIC) o 3SB # (PUBLIC) A-A 57 13.0 5.0 2585.50 2584.00 2581.33 2579.00 2574.5f 1,765 4.0 (n o z SSIB #3 (PUBLIC) A-A 94 13.0 4.0 2584.00 2582.50 2579.65 2578.50 2574.5t 2,360 4.0 0 GENERAL NOTES U °z A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW AN ELEVATION OF 2574.50. FOR ADDITIONAL INFORMATION REFER TO THE a REVISED GEOTECHNICAL INVESTIGATION "BENCHMARK ROAD" PREPARED BY ATLAS, DATED APRIL 1ST, 2021. o B. THE DESIGN INFILTRATION RATES ARE BASED ON A 50% REDUCTION OF THE RECOMMENDATIONS IN THE REVISED GEOTECHNICAL INVESTIGATION 0 "APEX SUBDIVISIONS NW & SE" PREPARED BY ATLAS, DATED FEBRUARY 18, 2021. C. ALL MANHOLES AND DIVERSION BOXES SHALL BE HS25 OR GREATER LOAD RATED. ENGINEERS.SURVEYORS.PLANNERS o D. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. E. BED WIDTH SHALL REMAIN CONSTANT. 9233 WEST STATE STREET O a F. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY BOISE, IDAHO 83714 a EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS PHONE(208)639-6939 Z a REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM FAX(208)639-6930 o TO ACHIEVE THE REQUIRED INFILTRATION. G. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. DESIGN BY: TGA o H. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. I. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL DRAWN BY: TGA a COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. CHECKED BY: KSK Q J. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. o K. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR DATE: 7-30-21 z ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. - PROJECT: 20-208 z SHEET NO. c 0 SEEPAGE BED DETAIL #1 J V W o C4.2 cl 2 �1:150 AL FNG 5 S T ER�,O'LFF� A l2"W N 11 b 12"W 12"W 12"W 12" 12"W 12"W 12"W 12"W 12"W 12"W 12"W- z 3 ��. 0 F �O —24 8 24"66 24' 24"SD 24"S — — — — — — 1$ 6 18"SD 18"SD 1t 3 F��Y KEN�F,Ei RW RW °J N FRAN KLI N RD. 8-22-21 W RW �a 18"S s 18"S w a f co —24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 1 0 25 50 100 150 2 24"GI 24"GI 24"GI > I /\�ti Plan Scale Lu Q 4 SHEET NOTES ID Y 0 p[ A. SEE SHEET CO.1 GENERAL, IRRIGATION, AND ACHD NOTES. N N Q Z 108 LF 6" PVC B. SEE SHEET C6.2 FOR PRESSURE IRRIGATION DETAILS. 0 2 3 SQ FL 2 0 C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD w W U I 90 LF C900 SLEEVE CROSSINGS. — Z PER DETAIL SHEET C6.2 W D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS I m THE LARGEST DIAMETER PIPE COMING INTO THE FITTING 165 LF 6" PVC 0 OR VALVE. a a E. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL N I o SLEEVED ROAD CROSSING DETAIL, SHEET C6.2. 00 3 F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL sn FL k 00 CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING 00 4 � SD-403. N 12 SD G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 z 62 LF C900 SLEEVE 3 PVC OR APPROVED EQUAL. PER DETAIL SHEET C6.2 a0 H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER THE DETAILS ON SHEET C6.2. COORDINATE LOCATIONS ..W B..W .,W WITH PROJECT ENGINEER DURING CONSTRUCTION. 8 8' I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE 3 OWNED, MAINTAINED, AND OPERATED BY THE HOA. 66 LF 6" PVC I 1° KEYNOTES N 1. PUMP STATION — SEE DETAIL SHEET C6.3. 3 2. INSTALL 00 4 a 00 1 — 6" TEE 3 — 6" GATE VALVES THRUST BLOCKING a0 3 3. INSTALL ' 1 — 6' TEE a I 2 — 6" GATE VALVES F THRUST BLOCKING �, I1. 3 4. 1NST6" GATE VALVE 0 160 LF 6 PVC a I THRUST BLOCKING z Ln 0 � I > 0 ci I Co 3 � Q I 00 CoQ Q 4 L ® 2sD or- 55 LF C900 SLEEVE 00 W\ z _ PER DETAIL SHEET C6.2 I I z Q W B,.W B..W «i 8, J 0 g.. 5 Z Lu cn 60 LF 6" PVC $ � 0 II � w II L ^ I..L 3 4 a I � Co 116 LF 6" PVC 00 00 zo 98 LF C900 SLEEVE 140 LF 6" PVC I \ PER DETAIL SHEET C6.2 N � I � I 3 N d 0 2 SD 40 LF C900 SLEEVE cO PER DETAIL SHEET C6.2 I 00 4" s � 4" � 4'S 48 LF 6" PVC �� N 5 8 DRAWING STATUS: m 3 � � 3 0 X N CoPRELIMINARY NOT V _ _ FOR CONSTRUCTION U U F�G�� EG EG o - TOP — I= TOP EG �w TOP 1 — O �EG TOP —EG—EG— o TOP��TO �EG IxD2 TOP�J — —EG m EG z o OE TOE�TOEG—EG�EG—EG— T E 0 z oTOE TOE TOE TOE`TOE U O TOE TOE TOE o TOP —TOE TOE TOE ❑ TOE TOE 0 � OE )P rOP ENGINEERS.SURVEYORS.PLANNERS z TOP TOP r TOE TOE r 0 9233 WEST STATE STREET BOISE, IDAHO 83714 0 PHONE(208)639-6939 N FAX(208)639-6930 z DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z U D PROJECT: 20-208 z c SHEET NO. 0 V V W 5. 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 0 F �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 z _ 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 ° 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 II •.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 z O w > O 0 AC PAVEMENT BY OTHERS — _ PAVED SURFACE SEE NOTE 1 BELOW m Q O VARIES, 2.5"-3 _ 3/4" MINUS BASE, BY OTHERS w VARIES 4"-6" w z Q wQ z Q i o p p p p p p p p p p PIT-RUN SUB-BASE, BY OTHERS J 0 O D D D� D� D� D D D I VARIES, 10"-16" ----_ = p p p I-TEMPORARY BACKFILL AS p p p Q DC 0 D D D I REQUIRED TO MAINTAIN I D D D p[ D -12 COVER OVER SLEEVE �n SUB GRADE ELEVATION, BY c V) w OTHERS, SEE NOTE 1 BELOW G w � lII � o 3: COORDINATE WITH PAVING PERMANENT 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. 2" VALVE NUT SEE DIA. SEEFOR MAT RSEE EAL LAND MINIMUM SIZE HEDULE, THIS ET a NOTE 5 NOTE 51 DRAWING STATUS: z X m ISOLATION VALVE 10" CLASS 125 PVC PIPE PRELIMINARY NOT SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS FOR CONSTRUCTION U JOINT RESTRAINT REQUIRED ° UNI-FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN OC N NOTES: NOTCH PVC BOX, BOTH SIDES O 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z 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 S 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE ° 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 6 MIN. A ° ° a #4 REBAR O 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT 6" ° VARIES 6'o ENGINEERS.SURVEYORS.PLANNERS Li- SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 1 � PIPE AS SPECIFIED IN SLEEVE SCHEDULE. °a 9233 WEST STATE STREET 10" 12.79" 16" PVC C905 15.92" 12 MIN. MIN. 4MIN. 4 MIN. OF 3/4 MINUS GRAVEL BOISE, IDAHO83714 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL a ° ° UNDER 10" PVC PIPE PHONE(208)639-6939 w CROSS BELOW OTHER UTILITIES. ° ° FAX(208)639-6930 12" 15.17" 18" PVC C905 17.85" i 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: 7 30 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 C5,2 w N TS N TS a �SS\ONAL FiyG/ S T FRFO�FF� 11 bo s 9TF OF \QQ DUCTILE IRON F(ty KF—kq W/ UNIFLANGE STUBBED 6" 8-22-21 ABO=AD 2" FILTER 83" FLUSH LINE- TO WASTE ° ° d d ° ° p ° d d d e 60" WET WELL OPTIONAL d INTEGRATED co76" PUMP STATION " ENCLOSURE N 99 a z 1, 41 ® ® O 1 -1/2" LAKE " N SCREEN7 ° d W SUPPLY LIN WELL MUST BE e FLUSH WITH PAD o POWER CO DUIT d d d V d1 d " o e o O z O 000 0 0 0 o 0 O n 0 . 00 a WET WELL LAYOUT & MINIMUM CLEARANCES 18 . 0 0 ° a d ed a° a ad ° C d C d d e d IN FROM 140 . 00 WATER SUPPLY ° CLEARWATER a, � d d SELF CLEANING INTAKE INTAKE SCREEN c Q SEALED BEARING 1 36 24 d Lu a O < cn w FILTER MAINT. FILTE MAINT. ° d 0� d \ W � O d dQ d - O a a � oa z ° O d d z a zQ Lu o ° ° OPTIONALCC) o - z0 w INTEGRATED d a PUMP STATION ENCLOSURE Lu d° 0 • a a d a , d a � da 108 . 00 d 0 CONCRETE PAD a a d d NEC CLEARANCE ° SEE LOCAL CODES 48" MIN. CLEARANCE FOR DOORS L DRAWING STATUS: z X O m PRELIMINARY NOT PAD LAYOUT W/ PUMP STATION FOR CONSTRUCTION U D o N O m z O 0 U o 0 O o ENGINEERS.SURVEYORS.PLANNERS w 9233 WEST STATE STREET BOISE, IDAHO 83714 O PHONE(208)639-6939 N FAX(208)639-6930 a I DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z u PROJECT: 20-208 C z 0 SHEET NO. C < Lu J 0 C5.3 CL 2 �SS\ONAL FiyG/ S T FRFO�FF� 11 bo s DESIGN SPECIFICATIONS F °F 36 97 1/2 24 KE 8 DESIGN FLOW RATE: 360 GPM @ 80 PSI 8-22-21 FILTER MAINT. REMOVABLE FILTER MAINT. MINIMUM POWER: 480 VOLT / 3 PHASE SERVICE PANELS 6" MANIFOLD CONTROL PANEL & ENCLOSURE MODEL # PRECISION PUMPING SYSTEMS (208) 323-5300 0 REMOVED FOR CLARITY ITEM 21 NO DESCRIPTION QTY. ° `° 10 ® 18 23 1 CONTROL PANEL 1 6" DISCHARGE O 18 9 2 ENCLOSURE, MARINE GRADE ALUMINUM, 2-DOOR 1 2" FILTER FLUSH LINE _� 3 20 a 3 FILTER, AMIAD 1 0 x 9"' 17 5 4 FLOW METER 1 w g 1 " LAKE SCREEN - ° ` ', � ' °° �� ' 5 HIGH PRESSURE SWITCH 1 SUPPLY LINE 14 12 u � 6 HOSE BIB 1 4 • o _ 7 LEVEL SENSORIFLOAT SWITCH CAP 1 ° a ed °a 7 1 a4 17 8 MOTOR 2 ° a ° ° o a ° 9 PRESSURE GAUGE 2 o 0 NEC CLEARANCE WELL o J 10 PRESSURE TRANSDUCER 1 z SEE LOCAL CODES ACCESS o CO o o o 11 PUMP, SUBMERSIBLE 1 PLAN VIEW VER o � 12 PUMP, TURBINE, DI HEAD 2 DUTY PUMP ° � 13 SKID, BENT 1 22 j 14 TRANSFORMER 1 15 VALVE, AIR RELIEF, FV-4 1 ® ® 15 19 6 16 VALVE, BUTTERFLY, GROOVE, LEVER 1 . . o •o 17 VALVE, BUTTERFLY, GROOVE, LEVER 3 0 —21 13 U 18 VALVE, BUTTERFLY, WAFER, GEAR-OP, NBE 2 Z 6 0 19 VALVE, CHECK, GROOVED 1 0 0 16 -- 20 VALVE, CHECK, NBE 1 0 21 VALVE CHECK SILENT 2 Z 1 " BLOWOUT ti — om Q O 22 VALVE, LAKE SCREEN SUPPLY 1 — GROOVED . °°° - 23 VALVE, PRESSURE RELIEF, ANGLED 1 w z Q COUPLERS Fri21 fj z :5 J 0 oC zw w a JOCKEY PUMP O 2 3/4" DRAIN V) Ln FRONT VIEW "J 2 60" WELL BY OTHERS 48 a DRAWING STATUS: z O N m PRELIMINARY NOT FOR CONSTRUCTION U o m(Do ~ •o o � o m o N m oa z N oe W a � O Z U a 0 O END VIEW o � o ENGINEERS.SURVEYORS.PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 O PHONE(208)639-6939 N FAX(208)639-6930 a I DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z u - PROJECT: 20-208 C z SHEET NO. C 0 u s J 5.4 w o � 0 N C2 If ■� �SS�ONAL FiyG/ S T FRFO�FF� 11 bo s 9TF OF \QQ F��Y KENRF-� SCOPE OF WORK Control Panel Manufacturing & Testing. The pump control panel shall PLC Monitoring Functions 8-22-21 Packaged Pump Station supplier shall provide a variable speed vertical be manufactured and listed by a UL508A Panel Shop. The panel shall 1 . The LCD color touchscreen must be capable of alternating between be UL labeled as an "Enclosed Industrial Control Panel". The um turbine pump station complete with pump, piping, valves, sensors, pump English and Spanish during operation by an end-user accessible variable frequency drive (VFD), programmable logic controller (PLC), control panel shall be completely manufactured, tested and button located within an operator screen. The system diagnostic UL 508A listed control panel, and all appurtenances necessary fora programmed prior to delivery to the job site. utility must be capable of being displayed in both English and complete and functioning pumping system. The station shall be Documentation. A color wiring schematic and pump nameplate Spanish. mounted to press brake formed steel base and enclosed in a information shall be permanently affixed to the inside of the control 2. Pump operating status, total pump run hours, motor frequency, motor powder-coated marine grade aluminum enclosure. The pump station enclosure. All field terminal connections shall be numbered and labeled. shall be manufactured by a UL QCZJ certified pump station amperage z manufacturer. Cooling System. The control panel cooling system shall be 3. System pressure, flow rate o un Technical Service and Support. The manufacturer shall provide access appropriately sized for the ambient conditions. The cooling system shall 4. Fault Log with time stamps and diagnostic utility. W insects or rodents inside the pump control panel. Two � 24/7 phone support with a factory certified technician. The technician not allow dust, 5. Trend Data, with graphic display of system pressure, flow, motor sets of spare filters shall be included with the pumping system. frequency and amperage. Data shall be exportable to MS Excel. shall have access to all relevant data specific to the pump station, q yp including specifications, submittal, shop drawings,programming, and Main Disconnect. A service-entrance rated, non-fused disconnect shall 6. USB port to upload, download of program, and data storage. detailed photos of the system. be mounted in the pump control panel and shall isolate all power to the control panel. The disconnect shall include an operating handle Factory Testing. The pump station shall undergo and pass all of the mounted on the control panel enclosure door that is mechanically Web-Based Remote Monitoring and Control following system performance tests: Hydrostatic testing that meets interlocked to prevent entry while the disconnect is in the ON position. ANSI/HI specifications and standards; Flow testing that meets ANSI/HI The pump station control panel shall include aweb-based remote o To prevent damage from vandalism, a disconnect external to the pump control and monitoring y s stem that can be accessed from any device 14.6 specifications and standards; and Vibration testing that meets station enclosure shall not be accepted. rd ANSI/HI 9.6.4 Vibration Measurement and Allowable Values with a web browser, such as a PC, tablet, or smart phone. No 3 party specifications and standards. The pumping system shall be flow tested Overcurrent Protection. The VFD bridge rectifiers shall be protected application or software must be required for accessing this information. as a complete unit, which shall include function testing of pumps, from over current by an appropriately sized circuit breaker. Fuses are The web page shall include full graphical representation of the pump motors, instrumentation, appurtenances, and control panel. The results not acceptable. station and its features and shall be capable of remotely changing all of all tests shall be available to the owner. Lightning & Surge Protection. The Pump Control Panel shall be operating parameters of the pump station. The pump station shall equipped with transient voltage and surge arrestors. automatically send email or text alerts regarding warnings and faults PRODUCTS and specify the station and specific fault/alarm. Piping, Valves, Skid Base, & Station Enclosure. Convenience Outlet. The Pump Control Panel shall be equipped with a The pump station manufacturer shall supply all required communication Piping. The station piping shall be standard wall pipe with grooved duplex outlet. hardware except computer and computer accessories, including all connections. Flanged or welded connections shall not be acceptable. Variable Frequency Drive (VFD). The VFD shall be appropriately sized necessary direct burial cable and antennas. to meet the FLA (full load amps) required by the pump motor, as stated Z J Threaded connections between the main piping sections other than at Instrumentation. the um volute shall not be acceptable. on the motor nameplate. The VFD shall be manufactured by ABB O < pumpw shall have a 304 stainless steel case, with bezel es _� Industrial Systems, Mitsubishi, or approved equal. Initial start-up and Pressure Gauges 0 Valves. Gear Operated Butterfly style isolation valves--with grooved calibration shall be performed by a factory certified technician, which construction. Gauges shall have a 2.5" diameter and be liquid filled. > O connections--shall be included on station suction and discharge piping. shall extend the warrant on the control panel to a total of three 3 0 = Z Flanged or threaded connections shall not be accepted. A non-slam ears. y p ( ) Pressure Transmitter(s) shall be constructed of stainless steel and m 0 O check valve shall be included on the discharge of each pump. An air y rated for the pump station discharge pressure. D — � release valve shall be included, located immediately after the pump Programmable Logic Controller (PLC). The PLC shall be fully Flow Meter. The station shall include a magnetic flow meter. The flow w Z Q prior to um panel installation. The technician installing Z Q check valve. programmed p p p p g meter shall have flange connections. The flow meter shall be capable _ � and programming the PLC is to be factory trained and certified by the of pulse and analog output. Current and totalized flow shall be read at J oC Skid. The pump skid shall be made of 1/4" press broke A36 steel. No PLC manufacturer. The PLC programming shall be non-proprietary, ~ — p g 9the pump control panel HMI. Inserion flow meters and sensors shall Z w w welded bases or open rail systems shall be acceptable. and the complete station programming shall be made available to the not be accepted. O Station Enclosure. The pump station enclosure shall be constructed of owner via a USB drive included with the station control panel. D High Pressure Switch shall be located on the station discharge UL marine grade aluminum modular panels to allow access to all pumps PLC Operator Interface. The PLC shall beequipped with a 5.7" LCD and components b simply removing an panel. The entire front of the pmanifold. It shall signal a system fault if the discharge pressure w p y p y g y p color touchscreen. The operator interface shall allow the user to make reaches a user-adjustable setting, with the adjustment mechanism enclosure shall consist of hinged doors. The enclosure shall be powder adjustments to the PLC program locally without requiring any additional located on the switch. The high pressure switch shall be IFM or coated. The roof of the enclosure shall be easily displaced and equipment such as a laptop computer. A VFD control keypad is not an approved equal. replaced by one person for the purpose of servicing the pump station. acceptable substitution for the digital operator interface. The PLC shall The station enclosure shall include a ventilation fan (or fans) have an Ethernet port to enable remote access. Diaphragm Style Pressure Relief Valve shall protect the piping network appropriately sized to adequately cool the enclosed equipment. by bypassing or relieving excess pressure and shall maintain close To ensure that the control system warnings and parameters can be pressure limits without causing surges. If upstream pressure decreases Corrosion Protection. The pump skid and appurtenances shall be safely understood by a wide range of operators, the interface shall have below the spring setting, the valve shall close. The valve shall be a cleaned to bare steel and hot dip galvanized. All piping including user-selectable English or Spanish Interface Cla-Val Co. Model No. 50-01/650-01 Pressure Relief and Pressure elbows shall be galvanized inside and out. The pump station shall be Sustaining Valve as manufactured by Cla-Val or approved equal. Filter pressure tested prior to galvanizing. No welding shall be performed relief piping shall be plumbed to the system wet well. after the pump station is galvanized. The skid an piping shall be PLC Control Functions: warrantied for a period of 25 years. 1 . User settable Local or Remote control. Pump Protection Shrouds Z DRAWING STATUS: X Automatic Filter: The um station shall include an automatic screen Each um and motor shall be completely encased in a slotted PVC N pump 2. System Pressure Setpoint pump p y — filter. The filter shall use suction scanning devices to automatically well casing. Both ends of the shall be thoroughly sealed to ensure that PRELIMINARY NOT 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or FOR CONSTRUCTION U remove debris from the filter element. The filter shall be Amiad SAF no water can enter at either end. Water shall only enter the casing Sleep by Frequency with 300 micron filtration or approved equal. Control logic for filter flush through precision laser cut slots, which will not allow debris larger than shall be included as part of the main control panel PLC programming. 4. System Protection Settings, including fault and warning parameters can be passed entirely through the pump. All water entering the casing for low flow, high flow, low pressure, high pressure, restart trials and shall pass over, and cool the motor, prior to entering the pump. Z Pump Control System restart delay time. 4 NEMA Rating. The VFD, PLC, and associated electrical equipment shall 5. Load Factory Default Settings, User Saved Default Settings. to" be mounted in a NEMA 12/NEMA 4 enclosure rated for indoor/outdoor 3 6. Pre-Programmed Start-Up Routines to limit and/or delay starting and 0 z installation depending on site location. To avoid potential water or ENGINEERS.SURVEYORS.PLANNERS acceleration of the pump to eliminate excessive velocity and 9233WESTSTATESTREET rodent damage, VFD's mounted outside the main control panel are not pressure. It shall also include initial start-up, mainline fill, power BOISE, IDAHO83714 Q acceptable. PHONE(208)639-6939 outage and automatic re-starts. FAX(208)639-6930 a DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 Z u - PROJECT: 20-208 C z SHEET NO. C 0 u s J 5.5 w o � 0 N C2 If ■� �SS\ONAL FiyG/ S T FRFO�FF� 11 bo s 9TF OF \QQ F��Y KENRF-� 8-22-21 a 0 N Z O w PUMP STATION AND ENCLOSURE NOT SHOWN. SEE SHEET C7.4 FOR z0 ADDITIONAL INFO. TOP OF CONC: 2585.00 o- o- -0 - - - ---- 60" INSIDE DIA. PRECAST WET WELL. 0" I.D. I DESIGN BY OTHERS. PROVIDE BITUMINOUS MASTIC AT ALL JOINTS. WATER ELEV:2583.00 0.5% f 8' MIN. 12" INLET INV: 2580.90 SEAL PIPE PENETRATIONS J WITH KOR-N-SEAL BOOT z INSTALL NON-SKID, (TYP.) O RUBBER COATED STEPS PER ISPWC STANDARD Lu DRAWING SD-501 > O Q 6" MIN. Q = z mQ O WELL INV. ELEV: 2573.00 Q w z c� 8" OF CLEAN 3/4" MINUS z Q GRAVEL W/LESS THAN 5% J Q PASSING THE NO. 200 SIEVE. COMPACTED TO 95% MODIFIED PREPARED SUBGRADE AND BACKFILL COMPACTED PROCTOR DENSITY z Lu W TO 95% STANDARD PROCTOR DENSITY 8" OF CLEAN O 3/4" MINUS GRAVEL W/LESS THAN 5% PASSING THE NO. 200 SIEVE. COMPACTED TO 95% MODIFIED L.L Lf) PROCTOR DENSITY (/) W WET WELL N TS DRAWING STATUS: z X O m PRELIMINARY NOT FOR CONSTRUCTION U D o N )O 1 m z O 0 U lcm 0 O o ENGINEERS.SURVEYORS.PLANNERS LL 9233 WEST STATE STREET BOISE, IDAHO 83714 O PHONE(208)639-6939 N FAX(208)639-6930 z a I DESIGN BY: TGA DRAWN BY: TGA g CHECKED BY: KSK Q a o DATE: 7-30-21 z u PROJECT: 20-208 C z SHEET NO. C 0 u s J O 5. o Lu N 2 �1:150 AL FNG p� G\STER f Y f ! f O 12"W 12" 12"W 12"W ,2"W 12"W 12"W 1211W 12"1 712"W 12"W 12"W 12"W 12"W ,2"W 12"W00 Cr OF 24"so 2a„s lu — — — — — — — — — — - FOGY KEHRF,Ei 1$�B 18"SD 18"SD 18"SD 0 3 RW RINDIVERSION BOX #1 PER " N FRAN KLI N RD. 8-22-21 DETAIL SHEET C6.2 RW W RW 0 18"S s 18"S it's _ w f I o '1 ! t ! ! i 3 • . f. f—24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 2 0 25 50 100 150 24"GI 24"GI 24"GI 24"GI � 23 LF 12" — — PVC ® 0.5% 24"GI 24"GI 24"GI 24"GI > I— /\�ti Plan Scale Lu I a Q 3 SHEET NOTES Y p[ 1. SEE SHEET C1.1 FOR GENERAL NOTES. cn DIVERSION BOX #2 PER 0 DETAIL SHEET C6.3 c 2. IRRIGATION MANHOLES SHALL BE PRE-CAST WITH c 3 FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND N a T 2 RISER PER ISPWC STANDARD DRAWING SD-617. w ui Co U I COVER SHALL BE MARKED "IRRIGATION" WITH 4 N z PICKING HOLES. REFER TO PLAN FOR INSIDE W DIAMETER. Co Co FOR GRAVITY IRRIGATION INSTALLATION PRIOR TO V) ISSUANCE OF ACHD PERMITS WILL BE REQUIRED TO HAVE AN INDEPENDENT TESTING FIRM PERFORMING N I o BACKFILL DENSITY TESTING. TEST REPORTS WILL NEED TO BE SUBMITTED TO ACHD PRIOR TO THE 3 PRECONSTRUCTION MEETING. 00 4. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO ® BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF N 12 SD ROADWAY CONSTRUCTION. MEASURES SHOULD BE OZ 3 TAKEN DURING CONSTRUCTION OF THE ROADWAY TO N I Co PROTECT THE PIPE. 00 W 8„W W $ $„ 00 V00 3 Co a 626 LF 12" `° PVC ® 0.8% N 00 a NI z � I o O a (n I o z � i Lo > O O 00 CC) I 3 C) = H a L ® Z) Q 0 2 SD N m I Co W 1..� II I z 8"W 8"W ""♦ 8' J Q H s z w > II00 0 LL V N � 00 K \LJ d � � 00 00 I 3 00 I (o I00 N � a ci o 00 Im N c 12 SD v7 II 00 4" 4 S N� s I DRAWING STATUS: z o I N 8., a m II 3 O x I o Op _ _ _ _ _ - - - - 00 PRELIMINARY NOT roP�l EG FOR CONSTRUCTION U oTOP TOP 70P TOP TOP EIG EG—EG DIVERSION BOX #3 PER oP—NTOPT 1 —EG —G�_ — rP�EG�EG�EG� � 70P��TO o TOE TOE TOE TOE DETAIL SHEET C6.4 �— EG EG — �� Z O EG _EG— TOE—TOE TOE TOE TOE TOE—T E TOE — °z TOE�TOE— 56 LF 12" PVC� �TOE � U oTOP��TOP TOP TOE® 2575.00% TOE� `TOE TOE TOP TOP II E�TOP TOE TOE TOE F]— TOE OE TOE TOE • O _ TOP TOE o op�roP TOP — TOP TOP TOP Top TOP TOE�TOE�TOE— ENGINEERS.SURVEYORS.PLANNERS LL _ _ _ Tpp TOP 9233 WEST STATE STREET O TOP — — — — — — — — BOISE, IDAHO 83714 O yl I oP_ — — — — — — — roP TOP_ PHONE(208)639-6939 TOP TOP ado TOP TOP TOP TOP- FAX(208)639-6930 - - - - �� — _ DESIGN BY: TGA 1 o DRAWN BY: TGA a I TOP CHECKED BY: KSK Q a o DATE: 7-30-21 z U D PROJECT: 20-208 z c SHEET NO. 0 V C6. 1 w N 2 nj u1\ m I 1\uVLu Lwulvn1L 111. STAFFLOCATE I S A UPSTREAM OF CHECK BOARDS. p�c�`'SGSTEE�c�'�F INSTALL CAST-IN-PLACE DIVERSION BOX ANGLE IRON CHECK BOARD WITH 6" THICK MINIMUM WALLS. GUIDE, TYP. EACH SIDE. SEE v b p CONTRACTOR SHALL PROVIDE SHOP DETAIL, THIS SHEET. S DRAWINGS DESIGNED BY STRUCTURAL 1/4"x2" REDHEAD ANCHORS yJ QQ ENGINEER TO PROJECT ENGINEER FOR 2"x6" CHECK BOARDS m LOCKABLE HASP ASSEMBLY (TYP. 12"O.C.) F OF REVIEW AND APPROVAL PRIOR TO TONGUE AND GROOVE WELDED TO DOOR, TYP. OF 2 INSTALLATION. F(�y KENRF-� 8-22-21 q q STEEL HINGE, TYP. OF 2 IA79 AA Q 6" MIN. (TYP.) 1-1/2"x1-1/2"x1/4" 2 1/2" ANGLE IRON (2 EACH SIDE) 24" RCP 24" RCP in FLASHBOARD GUIDE FOR 2"x6" BOARDS 64 CHECK BOARD GUIDE DETAIL s" MIN. I SCALE: NTS SEE LID DETAIL, THIS SHEET INSTALL 12" WATERMAN cn C-10 CANAL GATE OR > 2 O APPROVED EQUIVALENT. 64"x7O" HINGED ACCESS DOOR. EXPANDED Lu LZ METAL LID, #5 MIN. 46"x7O" EXPANDED METAL LID, #5 MIN. a PROVIDE CUT OUT FOR GATES. INSTALL STEVENS STAFF GAGE (STYLE 18" RCP (DELIVERY WATER) N A) OR APPROVED EQUIVALENT. INV. IN: 2587.75 I LOCATE STAFF GAGE 18" UPSTREAM 2" MIN. PAST WEIR BOARD, TYP. n OF CIPOLLETTI WEIR. ANCHOR LID AND SUPPORT WITH 3/4" SST ANCHOR BOLTS MOUNTED INTO CONCRETE C BOX, TYP. PROVIDE WASHERS AND REMOVABLE NUTS. EMBED 6" MIN. LOCKABLE HASP ASSEMBLY WELDED TO DOOR, TYP. OF 2 0 21"x54" EXPANDED METAL LID, #5 MIN. z PROVIDE CUT OUT FOR GATES. AA / AAAAA AAA 27"x54" HINGED ACCESS DOOR. EXPANDED a `n METAL LID, #5 MIN. 0 a o m 2"x6" CHECK BOARDS L TONGUE AND GROOVE WITH ANGLE IRON CHECK BOARD EXISTING IRRIGATION BOX w CIPOLLETTI WEIR GUIDE, TYP. EACH SIDE. SEE (4'x4' INSIDE) DETAIL, THIS SHEET. N 0 a 12" RCP (DELIVERY WATER) I0- z z J INV. OUT: 2587.75 N I� EXISTING IRRIGATION BOX 0 (4'x4' INSIDE) r N , ^ a v / I- > 0 Lu =m a z PLAN VIEW LID DETAIL w z < INSTALL 12" WATERMAN z Q r V C-10 CANAL GATE OR J 0 APPROVED EQUIVALENT. � INSTALL 12" WATERMAN E C-10 CANAL GATE OR z uj APPROVED EQUIVALENT. 2"x6" CHECK BOARDS 0 SEE LID DETAIL, C NGUETTIE AND GROOVE WITH THIS SHEET IRRIGATION BOX (4'x4' \ IR INSIDE) HIGH WATER LINE ® 6 CFS 4' rn RIM 2591.50 RIM 2591.50 RIM 2591.50 IRRIGATION BOX (4'x4' CIPOLLETTI WEIR �� 5„ INSIDE) x �N HWL 2589.00 \\ \\ \\ HWL 2589.00 Q \/\� 4'WEIR 2588.49 WEIR 2588.49 0 #4 REBAR 12" O.C. / / / = 4 WEIR 2588.79 RIM 2591.50 BOTH WAYS. BEND AROUND CORNERS (TYP.). j 2 \�j� ° j� 2 x6 CHECK BOARDS 0 2"x6" CHECK / �\ BOARDS � TONGUE AND TONGUE AND GROOVE o 0 0 ° HWL 2589.00 GROOVE —12" PVC WEIR 2588.79 r—2.50'—� 0 0 12" RCP (DELIVERY WATER) - DRAWING STATUS: z 6" MIN. INV. OUT: 2585.50 O 12" RCP (DELIVERY WATER) 1.5" N INV. OUT: 2587.77 SUMP 2584.50 2"x6" CHECK o m o o BOARDS ,_- PRELIMINARY NOT LL TONGUE AND FOR CONSTRUCTION U GROOVE 12" RCP (DELIVERY WATER) _ 24" RCP z INV. IN: 2585.50 INV. OUT: 2583.24 5� � - � 12" RCP (DELIVERY WATER) o o INV. OUT: 2585.55 z a a a 12" RCP (DELIVERY WATER) U SUMP 2582.24 s" MIN. 24" RCP SUMP 2582.24 INV. OUT: 2585.50 ° INV. IN: 2583.28 O a 0 L.L 0 4' 4' ENGINEERS.SURVEYORS.PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 } SECTION A-A SECTION B-B SECTION C-C PHONE(208)639 6939 z a FAX(208)639-6930 DESIGN BY: TGA DRAWN BY: TGA a NOTE: CHECKED BY: KSK a 1. PLACE C-10 CANAL GATE HEAD RAILS (TOP OF GUIDE RAIL) A MINIMUM OF 2" ABOVE BOX LID. VERIFY GUIDE RAIL HEIGHT PRIOR TO ORDERING. 0 2. VERIFY LID HINGES WITH IRRIGATION DISTRICT PRIOR TO ORDERING AND INSTALLATION. NO PIANO HINGES ALLOWED. DATE: 7-30-21 z u u PROJECT: 20-208 C u DIVERSION BOX #1 SHEET NO. C6.2 w SCALE 1" = 2' o N 2 „c O L FNG S Tr, F, �FF� 11 bo INSTALL 12” WATERMAN I 1/4"x2" REDHEAD ANCHORS qJ OP C-10 CANAL GATE OR (TYP. -12"O.C.) F OF APPROVED EQUIVALENT. I FZCy KENRF-� N 8-22-21 w N ANCHOR LID AND SUPPORT WITH 3/4" SST ANCHOR BOLTS MOUNTED INTO CONCRETE < BOX, TYP. PROVIDE WASHERS AND 1-1/2"x1-1/2"x1/4" REMOVABLE NUTS. EMBED 6" MIN. ANGLE IRON 2 1/2 (2 EACH SIDE) SEE LID DETAIL, THIS SHEET----,_ FLASHBOARD GUIDE FOR 2"x6" BOARDS IT CHECK BOARD GUIDE DETAIL _ _ _ _ _ _ SCALE: NTS 0 12" PVC j w �C — 5' 1� 2" PVC EXPANDED METAL LID, #5 MIN. PROVIDE CUT OUT FOR GATES. A INSTALL STEVENS STAFF GAGE (STYLE A A) OR APPROVED EQUIVALENT. LOCATE STAFF GAGE 18"-24" UPSTREAM OF CHECK BOARDS. INSTALL 12" WATERMAN i� C-10 CANAL GATE OR M APPROVED EQUIVALENT. N LOCKABLE HASP ASSEMBLY WELDED TO DOOR, TYP. OF 2 T I 5' D D ANGLE IRON CHECK BOARD GUIDE, TYP. EACH SIDE. SEE DETAIL, THIS SHEET. INSTALL DIVERSION BOX WITH 6" THICK MINIMUM WALLS. CONTRACTOR SHALL 2"x6" CHECK BOARDS PROVIDE SHOP DRAWINGS DESIGNED BY I TONGUE AND GROOVE WITH STRUCTURAL ENGINEER TO PROJECT CIPOLLETTI WEIR N ENGINEER FOR REVIEW AND APPROVAL STEEL HINGE, TYP. OF 2 7 PRIOR TO INSTALLATION. < c� I N I � z I 0 z > 0 0 Q Q PLAN VIEW LID DETAIL o 0 Lu INSTALL 12" WATERMAN z INSTALL 12" WATERMAN C-10 CANAL GATE OR INSTALL 12" WATERMAN INSTALL 12" WATERMAN J 0 C-10 CANAL GATE OR APPROVED EQUIVALENT. C-10 CANAL GATE OR C-10 CANAL GATE OR APPROVED EQUIVALENT. APPROVED EQUIVALENT. APPROVED EQUIVALENT. z w > CIPOLLETTI WEIR 0 SEE LID DETAIL, VD THIS SHEET RIM 2591.50 SEE LID DETAIL, 2"x6" CHECK BOARDS THIS SHEET TONGUE AND GROOVE WITH CIPOLLETTI WEIR RIM 2591.50 RIM 2591.50 J q 4j 4 / 4 WEIR 2586.00 4 4 J ` #4 REBAR — 12" O.C. BOTH WAYS. BEND AROUND o 0 0 CORNERS (TYP.). 4 #4 REBAR — 12" O.C. / 4 BOTH WAYS. BEND AROUND 2"x6" CHECK CORNERS (TYP.). BOARDS TONGUE AND GROOVE o 0 0 12" SUBMERGED ORIFICE z DRAWING STATUS: (DELIVERY WATER) 4 / 0 m \\\ INV.: 2588.00 i 12" PVC INV. \\\ \ q q _ PRELIMINARY NOT OUT: 2588.00 FOR CONSTRUCTION U v q q 12" PVC SUMP 2584.00 N 12" PVC / m � z o q ) 24" RCP 0 a SUMP 2584.00 4 INV. OUT: 2585.00 U 0 12" PVC SUMP 2584.00 INV. IN: 2585.00 0 Z 12" SUBMERGED ENGINEERS.SURVEYORS.PLANNERS L.L a ORIFICE (DELIVERY 12" SUBMERGED ORIFICE 9233 WEST STATE STREET WATER) (DELIVERY WATER) } INV.: 2585.00 PHONE(208)639-6939 SECTION A-A INV.: 2585.00 SECTION B-B SECTION C-C BOISE, IDAHO 83714 z a FAX(208)639-6930 DESIGN BY: TGA DRAWN BY: TGA a NOTE: CHECKED BY: KSK Q 1. PLACE C-10 CANAL GATE HEAD RAILS (TOP OF GUIDE RAIL) A MINIMUM OF 2" ABOVE BOX LID. VERIFY GUIDE RAIL HEIGHT PRIOR TO ORDERING. 0 2. VERIFY LID HINGES WITH IRRIGATION DISTRICT PRIOR TO ORDERING AND INSTALLATION. NO PIANO HINGES ALLOWED. DATE: 7-30-21 z u u PROJECT: 20-208 C u DIVERSION BOX #2 SHEET NO. C6.3 w SCALE 1" = 2' o N 2 Q ��SS�ONAL fiyG�/L ICSTAL 10LCANALWGATEMOR o �4.0�STERFo FF� APPROVED EQUIVALENT. a 11 bo a ANGLE IRON CHECK BOARD 4 1/4"x2" REDH AD ANCHORS Q l GUIDE, TYP. EACH SIDE. SEE (TYP. 12"O. .) F OF DETAIL, THIS SHEET. 56"x56" EXPANDED METAL LID, #5 MIN. 4 F[[y KEH��-� INSTALL PLASTIC COATED MANHOLE STEPS PER > 8-22-21 ISPWC STANDARD DRAWING SD-618. l< B 52"x56" EXPANDED METAL LID, #5 MIN. Q PROVIDE CUT OUT FOR GATES. o 1-1/2"x1-1/2"x1/4" 2 1/2" ANGLE IRON (2 EACH SIDE) LOCKABLE HASP ASSEMBLY FLASHBOARD GUIDE FOR 2"x6"BOARDS WELDED TO DOOR, TYP. OF 2 afo CHECK BOARD GUIDE DETAIL m o �, SCALE: NTS z Qa O ULLI Z 4 N a �- Lu XX< > Lu Lu U LLI Z4(fl Z o INSTALL 12" WATERTIGHT "o o PLUF a FOR FUTURE CONNECTION b TO PUMP STATION. c � l< < N 4.00' 1.50' 0 INSTALL 6" WATERMAN C-10 CANAL GATE OR APPROVED o 12" PVC EQUIVALENT. z 4.00' < X <X <>� < X>*< < <x < <> <'_��& <<<< FUTURE 12" PVC O INTAKE PIPE AND INSTALL PLASTIC COATED 64"x56" HINGED ACCESS DOOR. EXPANDED PUMP STATION. MANHOLE STEPS PER METAL LID, #5 MIN. ISPWC STANDARD DRAWING SD-618. <> <: �'V << INSTALL PRE-CAST CONCRETE DIVERSION BOX WITH 6" THICK MINIMUM WALLS, OLDCASTLE SEE LID DETAIL, THIS SHEET PRE-CAST OR APPROVED EQUAL. CONTRACTOR v SHALL PROVIDE SHOP DRAWINGS TO PROJECT z ENGINEER FOR REVIEW AND APPROVAL PRIOR STEEL HINGE, TYP. OF 4 TO INSTALLATION. N ANCHOR LID AND SUPPORT WITH 3/4" SST ANCHOR BOLTS MOUNTED INTO CONCRETE z J ;INSTALL 6" WATERMAN C-10 BOX, TYP. PROVIDE WASHERS AND 64"x56" HINGED ACCESS DOOR. EXPANDEDFUTURE CLEMONS SELF-CLEANINGAL GATE OR APPROVED REMOVABLE NUTS. EMBED 6" MIN. METAL LID, #5 MIN. SCREEN WITH SEALED BEARINGS EQUIVALENT. (CW600) OR APPROVED Lu EQUIVALENT. SPECIAL ORDER 12" > 0 Q OUTLET PIPE AND FLANGE SIZE. — = mQ z PLAN VIEW LID DETAIL � INSTALL 6" WATERMAN C-10 W z Q V<rn CANAL GATE OR APPROVED INSTALL 18" WATERMAN C-10 CANAL GATE OR APPROVED z EQUIVALENT. EQUIVALENT. — J 0_ cr- INSTALL 18" WATERMAN or- C-10 CANAL GATE OR SEE LID DETAIL, APPROVED EQUIVALENT. THIS SHEET z 5W RIM 2586.00 I= ZA L.L RIM 25 6. 0 4 � oc WEIR 2583.00 BOTH#WAYS. BEND AROUND \/�\\/� WEIR 2550.35 CORNERS (TYP.). PRE-CAST 4 o a MANUFACTURER U VERIFY PROVIDE STRUCTURAL CA CS. \\ 2"x6" CHECK /\/\ _ CHECK BOA TO GUEAND GROOVE �\/\ TONG AND \\\ \j GROOVE \�\ 1A 6'MIN. Q 4 4 12" ADS N-12 (DRAIN WATER) INV. IN: 2581.00 DRAWING STATUS: z 0 a � 4 INV. OUT: 2581P00 J44 /j \ 8'MIN. PRELIMINARY NOT 18" SUBMERGED ORIFICE 4 - -6*MIN. / \ D Q 18" SUBMERGED ORIFICE FOR CONSTRUCTION o INV.: 2581.00 `" 4 #4 REBAR - 12" O.C. \\_ '/) INV.: 2581.00 3 2.0o BOTH WAYS. BEND AROUND 8 4 _ CORNERS (TYP.). PRE-CAST 4 MANUFACTURER TO VERIFY AND 12" PVC V) N 6'MIN. / 4.00' PROVIDE STRUCTURAL CALCS. INV. OUT: 2543.78 z 6'MIN. _ 0 6'MIN.- 6 2.00' Z 4.00' c n3i 12" PVC u a o SUMP 2580.00 INV. IN: 2580.50 lcm S M 12580.00 0 3 o.so 6" ORIFICE INV.: 2542.02 L.L z 12" PVC INSTALL 6" C-10 CANAL GATE ENGINEERS.SURVEYORS.PLANNERS INV. IN/OUT: 2580.50 (CANAL GATE NOT SHOWN) 9233 WEST STATE STREET 4.50' 4.00• BOISE, IDAHO 83714 } SECTION A-A SECTION B-B PHONE(208)639 6939 z a FAX(208)639-6930 DESIGN BY: TGA DRAWN BY: TGA a NOTE: CHECKED BY: KSK Q 1. PLACE C-10 CANAL GATE HEAD RAILS (TOP OF GUIDE RAIL) A MINIMUM OF 2" ABOVE BOX LID. VERIFY GUIDE RAIL HEIGHT PRIOR TO ORDERING. z 0 2. VERIFY LID HINGES WITH IRRIGATION DISTRICT PRIOR TO ORDERING AND INSTALLATION. NO PIANO HINGES ALLOWED. DATE: 7-30-21 5 D PROJECT: 20-208 c DIVERSION BOX #2 SHEET NO. V J C6.4 w SCALE 1" = 2' o N 2 - 33 °o� NN N I �. g U • _ 8 u �� I _ aI III II a Ia I 11 I W �*i ':,,�•S•S.ss.•.. i•AY �•�0. �N oI ow TEN MILE FRONTLINE w , Co U SUBDIVISION QCl l LA-165/o �� o 08112�U W a •• ig� n O 9 � 1 "SD 12"SD Z�m 0 owA S ��-� \ry •� Z l M„ to 1 i M„Z M., L M„8 M„8 M„ M 8 M„8 M„ M„8 M..B y "" in=n I 1 1 M,.B M,.8 M, M„ M,. M,. 8 w w 1 a - a o 1 2 N BENCHMARK AVE. 3 3 1 4 a 4 $„g $„a $ T—S„$ 00 N '"�� N O 1 d O N N S. S„8 S„8 S„8 S„8 S„8 S„8 S„8 S„8 Lu S„8 S„8 W I oo ~ I Q Cn S„8 N ro oo �I dS..Z L w aS"Zl I W W 1 ao �• �• 2 R R 1 z as�,a N z M M 21 M/21 21 Nb M •1 �� I n1/2J M/21 w t_o`-4 12"GI 12"GI • O 0 0 ~ 1 G » a I w 2GI 12GI 12GI 1 "GI a_ �o GI GI GI 12"GI 12"GI GI3 00 wN O � 0a _11 1 ~oa N00 Id Id Id Id Id UI� d Id Id -Id Id Id Id Id Id Id Id- Id 1 " n D z N 00 N m U Oa o o a0 O N < I I I I w W o6Q 100' g m m TEN MILE CREEK EASEMENT LANDSCAPE PLAN 0 40 80 120 Plan Scale: 1" = 40' CONTACT INFORMATION KEY NOTES (TYPICAL) ® PLANT SCHEDULE ACHD LANDSCAPE NOTES DEVELOPER LANDSCAPE CONSULTANT 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL DECIDUOUS TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP TREES WITHIN TURF AREAS. DRAIN PIPE, STRUCTURES, OR FACILITIES. 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY 2. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION CARPINUS BETULUS 2"CAL. B&B 50'X40' CLASS II 8 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY EUROPEAN HORNBEAM CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. CONTACT: ZACH MEYERS PHONE: (208) 639-6939 WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. PHONE: (208) 378-4000 FAX: (208) 639-6930 FAX: (208) 377-8962 CONTACT: ALYSSA YENSEN, PLA 3. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. GLEDITSIA TR IACANTHOS'SHADE MASTER' 2"CAL. B&B 40'X30' CLASS II 12 GENERAL LANDSCAPE NOTES o EMAIL: zmeyers@brightoncorp.com EMAIL: ayensen®kmengllp.com SHADEMASTER LOCUST 4. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' 1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG • PYRUS CALLERYANA 2"CAL. B&B 30'X25' CLASS II 14 LINE, INC. © 1.800.342.1585. PROVIDE ADEQUATE MEANS OF PROTECTION OF NOTE: CALCULATIONS SHOWN BELOW ARE TO DETERMINE THE REQUIRED NUMBER OF TREES PER CITY OF MERIDIAN PEAR UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING UDC AND ARE NOT OPEN SPACE CALCULATIONS. REFER TO THE OPEN SPACE EXHIBIT FOR OFFICIAL QUALIFIED SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. OPEN SPACE CALCULATIONS. SOD/SEED BOTANICAL/COMMON NAME CONT 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR STREET TREE CALCULATIONS (1TREE/35 LF) TYPE AND SIZE SHOWN. W TURF SOD RHIZOMATOUS SOD 8,673 SF �. 3. ALL TREE, TURF, PLANT MATERIAL, AND IRRIGATION PROPOSED WITHIN THE PLANTER BUFFER NUMBER OF DRIVES RHIZOMATOUS TALL FESCUE STREET NAME WIDTH LF WIDTH PER PLAN CALC REQ PRVD STRIP BETWEEN BACK OF CURB AND SIDEWALK SHALL BE INSTALLED BY THE HOME BUILDER IN CONJUNCTION WITH THE INDIVIDUAL LOT DEVELOPMENT. S. NEW MARKET AVE. 20' 1169 0 1169 LF/35 33.00 34.00 4. ALL TREES PLANTED IN THE PARK STRIP (BY BUILDER) TO BE CENTERED BETWEEN TOTAL STREET TREES 33.00 34.00 BACK OF CURB AND SIDEWALK AND ARE SUBJECT TO THE ACHD DEVELOPMENT AGREEMENT FOR LANDSCAPING. MITIGATION REQUIREMENTS 5. FENCING WITHIN SUBDIVISION, ALONG SIDE AND REAR LOT LINES SHALL BE INSTALLED O z BY BUILDER/HOMEOWNER IN CONJUNCTION WITH INDIVIDUAL LOT DEVELOPMENT AND THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL SHALL COMPLY WITH THE STANDARDS ESTABLISHED IN THE SUBDIVISION'S CC&RS. z = Q TOTAL TREES REQUIRED/PROVIDED 33.0 34.0 GENERAL IRRIGATION NOTES J o — W 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR SUBDIVISION Z Z PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON AREAS SHALL BE VIA THE 0Q Q SUBDIVISION'S PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND U LANDSCAPING ALONG THE FRONTAGE OF PRIVATE LOTS SHALL BE PRESSURIZED L.L Q IRRIGATION WATER, AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. _ Q 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED = z PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING W AS APPROPRIATE. G J 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION G RATES WITHIN EACH CONTROL VALVE. 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER REMOVE DEAD/ DAMAGED DEMAND AREAS. BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO ARBORICULTURE STANDARDS; IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING IMPROPERLY PRUNED TREES AREAS. AM (AS DETERMINED BY THE LANDSCAPE ARCHITECT) 1-7 SHALL BE REMOVED AND (2)-BVC WOOD TREE REPLACE. STAKES(MIN. 6' HT) TRUNK FLARE. LOCATE PRIOR N CHAINLOCK �O�O O TO PLANTING. FLARE SHALL m TREE TIES o O BE VISIBLE AFTER PLANTING. V 6" MULCH PER PLAN KEEP 0 3» MIN 1"-2" AWAY FROM TRUNK FLARE 3 FINISH GRADE m 3 ROOT- I= 3" HT. WATERING BASING BALL _ BERM a DEPTH I I — FERTILIZER TABLETS Z -I I-I I-III I I FOLD BACK BURLAP FROM w I III III-I I I TOP Z3 OF ROOTBALL. REMOVE WIRE BASKET. Y NOTE: REMOVE TREATED ROOT- BACKFILL SOIL MIX GENTLY OR SYNTHETIC BURLAP BALL PACK BACKFILL USING WATER Z COMPLETELY. REMOVE WIDTH I TO SETTLE SOIL AROUND a ANY SOIL AND/OR ROOTBALL E N G I N E E R I N G MULCH AWAY FROM 8" MIN PLANTING PI 8" MIN ROOTBALL ON UNDISTURBED 5725 NORTH DISCOVERY WAY o TREE CROWN AFTER PIT SHALL BE A MIN. 2 TIMES WIDER SOIL BOISE,IDAHO 83713 a INSTALLATION. THAN ROOTBALL AT BASE AND A PHONE(208)639-6939 o MIN. 3 TIMES WIDER THAN ROOTBALL kmengllp.com AT FINISH GRADE. DEPTH SHALL BE NOTES: SAME AS THE ROOTBALL. DESIGN BY: KAC Z 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED DRAWN BY: KAC E STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. CHECKED BY: AY w DECIDUOUS TREE PLANTING AND STAKING DETAIL DATE: JULY2021 NTS PROJECT: 20-208 SHEET NO. 0 L1.0 N O N 2 PLAT OF TM Frontline Subdivision A PORTION OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, N CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2021 POINT OF COMMENCEMENT NORTH 1/4 CORNER SECTION 14 FOUND ALUMINUM CAP PER CP&F No. 114010444 EAST 1/16 CORNER, NORTHEAST CORNER SECTION 14 FOUND ALUMINUM CAP FOUND ALUMINUM CAP W. Franklin Rd. PER CP&F No. 114010445 PER CP&F No. 201 6-1 1 0354 11 BASIS OF BEARINGS 0 40 80 160 240 — — — — _ _ - . N89'13'12"W 2657.79.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 12 14 — — — — — — — — — S89'13'12"E 1328.90' — — — — — — — — — — — — —" — — Scale: 1 "=80' 1328.90' 0 14 13 N O • Unplatted — — oUnptatted S89•13'12 E 997.02' r - - - -204.60 - - - - - - •- - .55 - - - - - - - - - - - - - - - - - - - - - -416.87-- - - - - - - - - - - - i POINT OF BEGINNING I `off 1rg�pGk� I SHEET INDEX N i SHEET 1 — PLAT MAP AND LEGEND O I N I SHEET 2 — NOTES N I-E-10' SEE NOTE 9 0 �a�o ( — — SHEET 3 — CERTIFICATE OF OWNER'S 0 SHEET 4 — CERTIFICATES AND APPROVALS co I N I � S89'13'12"E 375.55' I LEGEND Co 1 00 (o I ® ALUMINUM CAP, AS NOTED � I i I C° FOUND 5/8" REBAR MARKED "PLS 0 N89'13'12"W M 417.83' O z 12459" UNLESS NOTED OTHERWISE ►ri i � ( I SET 5/8" REBAR WITH PLASTIC CAP Li I O• MARKED "KSK 16662" O °�' 00 -J I N 5 0 N Twelve Oaks -J M I cn i • SET 1/2 REBAR WITH PLASTIC CAP g 00 I BLOCK 1 I Villa Subdivision MARKED KSK 16662 o O Z 22 LOT NUMBER I o got 2 g�ack G,5 j M SUBDIVISION BOUNDARY LINE i 202.32' 290.55' o LOT LINE S89'13'12"E 492.87' I N — — — SECTION LINE i NOO'46'47"E I — — ADJACENT LOT LINE 33.50' N89'13'12"W 503.55' 10' SEE NOTE 9----I — — — — — — — — EASEMENT LINE I l SURVEY TIE LINE ? I 1 N i O N — — I O gackl REFERENCES R1. TWELVE OAKS SUBDIVISION, BOOK 108, PAGES 15179-15181, RECORDS OF ADA COUNTY, IDAHO. N• ! I R2. TWELVE OAKS VILLA SUBDIVISION, BOOK 119, PAGES 1 841 1-1 841 4, — — • _. _ — — — — J RECORDS OF ADA COUNTY, IDAHO. — — • R3. RECORD OF SURVEY No. 5870, RECORDS OF ADA COUNTY, IDAHO. N85'08'26"yy 733.48' — — — — — _ _ 4�� R4. RECORD OF SURVEY No. 9646, RECORDS OF ADA COUNTY, IDAHO. rc, 3A 3— — • C1 • 5�5• \1e bra\C� R5. DEED D PER INSTRUMENT No. 2020-159172, RECORDS OF ADA j er M Ten Mile Drain I /� L LAND S E N SF� GAG f cc _ O � 1 662 CURVE TABLE SURVEY NARRATIVE '�FT� IF NORTHEAST 1/16 CORNER, �C Y KEH� E N G I N E E R I N G THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN SET ALUMINUM CAP CURVE RADIUS LENGTH DELTA CHORD BRG CHORD HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, PER CP&F No. 2021— 5725 NORTH DISCOVERY WAY SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD BOISE,IDAHO 83713 C1 226.50' 76.43' 19'20'00" S85'1 1'34"W 76.07' SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS PHONE(208)639-6939 C2 304.71' 26.97° 5'04'14" N3'14'30"E 26.96' FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES kmengllp.com LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF C3 85.00' 133,52' 90*00,00" N45'46'48"E 120.21' RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. ' JOB NO. 20-208 SHEET 1 OF 4 PLAT OF I TM Frontline Subdivision i NOTES 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE RESUBDIVISION. 3. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12—INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 4. THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT, RECORDED AS INSTRUMENT No. � OF ADA COUNTY RECORDS. 5. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA—MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA—MERIDIAN IRRIGATION DISTRICT. 6. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF". 7. THE LOTS WITHIN THIS SUBDIVISION, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS THAT ARE FILED FOR RECORD AS INSTRUMENT No. — OF ADA COUNTY RECORDS AND MAY BE AMENDED FROM TIME TO TIME. 8. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE PUBLIC RIGHTS—OF—WAY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, PROPERTY IRRIGATION AND PROPERTY DRAINAGE. SAID PROPERTY IRRIGATION AND PROPERTY DRAINAGE EASEMENTS ARE RESERVED IN FAVOR OF THE OPERATOR, OR ASSIGNS. 9. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, PROPERTY IRRIGATION AND PROPERTY DRAINAGE. SAID PROPERTY IRRIGATION AND PROPERTY DRAINAGE EASEMENTS ARE RESERVED IN FAVOR OF THE OPERATOR, OR ASSIGNS. 10. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF MERIDIAN. 11. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN SANITARY RESTRICTION RELEASE. 12. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 13. EXCEPT AT APPROVED ACCESS POINT(S), DIRECT LOT OR PARCEL ACCESS TO W. FRANKLIN ROAD IS PROHIBITED. 14. IN ACCORDANCE WITH THE MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS (SEE NOTE 7), ALL LOTS SHOWN HEREON SHALL PROVIDE RECIPROCAL CROSS—ACCESS FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO AND FROM THE PUBLIC RIGHT—OF—WAYS AND TO THE UTILITY EASEMENTS AS DELINEATED OR NOTED ON THIS PLAT. 15. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH NAMPA & MERIDIAN IRRIGATION DISTRICT PER INSTRUMENT NO- ---_--------• I i i I I i i 1. LAND `� C E N SF0 a ,6662 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 kmengllp.com JOB NO. 20-208 SHEET 2 OF 4 PLAT OF TM Frontline Subdivision CERTIFICATE OF OWNERS KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND ALUMINUM CAP MARKING THE NORTH 1/4 CORNER OF SAID SECTION 14, WHICH BEARS N89'13'12"W A DISTANCE OF 2,657.79 FEET FROM A FOUND ALUMINUM CAP MARKING THE NORTHEAST CORNER OF SAID SECTION 14, THENCE FOLLOWING THE NORTHERLY LINE OF SAID SECTION 14, S89'13'12"E A DISTANCE OF 1,328.90 FEET TO A FOUND ALUMINUM CAP MARKING THE EAST 1/16 CORNER OF SECTION 11 AND SAID SECTION 14, THENCE LEAVING SAID NORTHERLY LINE AND FOLLOWING THE EASTERLY LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, S00'34'20"W A DISTANCE OF 89.00 FEET TO THE POINT OF BEGINNING. THENCE FOLLOWING SAID EASTERLY LINE, S00'34'20"W A DISTANCE OF 665.28 FEET; THENCE LEAVING SAID EASTERLY LINE, S75'31'34"W A DISTANCE OF 196.77 FEET; THENCE 76.43 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 226.50 FEET, A DELTA ANGLE OF 19'20'00", A CHORD BEARING OF S85'11'34"W AND A CHORD DISTANCE OF 76.07 FEET; THENCE N85'08'26"W A DISTANCE OF 733.48 FEET; THENCE 26.97 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 304.71 FEET, A DELTA ANGLE OF 05'04'14", A CHORD BEARING OF NO3'14'30"E AND A CHORD DISTANCE OF 26.96 FEET; THENCE N00'28'31"E A DISTANCE OF 645.34 FEET; THENCE S89'13'12"E A DISTANCE OF 997.02 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS A TOTAL OF 15.987 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS SHOWN ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. MICHAEL A. HALL, PRESIDENT SCS INVESTMENTS LLC, ACKNOWLEDGMENT STATE OF IDAHO ADA COUNTY SS THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2021, BY MICHAEL A. HALL, AS PRESIDENT OF SCS INVESTMENTS LLC. SIGNATURE OF NOTARY PUBLIC MY COMMISSION EXPIRES CERTIFICATE OF SURVEYOR I, KELLY S. KEHRER, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF TM FRONTLINE DIVISION AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO DAVID W. TURNBULL, DIRECTOR PLATS AND SURVEYS. BRIGHTON CORPORATION, MANAGER OF SCS BRIGHTON II LLC ACKNOWLEDGMENT *Nt LANo SG \,\OENSF0 STATE OF IDAHO) o 0 ADA COUNTY 355 KELLY S. KEHRER, P.L.S. 16662 a �16662 cP>9T THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2021, BY DAVID W. TURNBULL, AS \OP�o PRESIDENT OF TEN MILE CROSSING INC. OF F` Y K F- SIGNATURE OF NOTARY PUBLIC MY COMMISSION EXPIRES E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 kmengllp.com JOB NO. 20-208 SHEET 3 OF 4 i I i PLAT OF TM Frontline Subdivision i i I APPROVAL OF ADA COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN DISTRICT COMMISSIONERS ON THE DAY OF 20 SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. PRESIDENT ADA COUNTY HIGHWAY DISTRICT HEALTH OFFICER DATE APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF ADA COUNTY TREASURER 1, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. 4 I CITY ENGINEER COUNTY TREASURER DATE APPROVAL OF MERIDIAN CITY I, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF A.D. 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY MERIDIAN CITY CLERK I HEREBY CERTIFY THAT THIS PLAT OF TM FRONTLINE SUBDIVISION WAS FILED AT THE REQUEST OF AT MINUTES PAST O'CLOCK .M., THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS CERTIFICATE OF COUNTY SURVEYOR BOOK OF PLATS AT PAGES THRU I, THE UNDERSIGNED, COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE INSTRUMENT NUMBER RELATING TO PLATS AND SURVEYS. DEPUTY EX—OFFICIO RECORDER ADA COUNTY SURVEYOR DATE FEE: I I NL LAND S ,�C E N SF'q GAG ,,6662 Y KEG ENGINEERING 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 kmengllp.com [JOB NO. 20-208 SHEET 4 OF 4 i