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HomeMy WebLinkAboutPublic Utility Plan V1I(E Ipu I \ CITY OF MERIDIAN GENERAL NOTES GENERAL CONSTRUCTION APPROVED 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT M15,22 VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS) MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL, AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. ROADWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. WATER 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4 WATER SIX EIS)RM(1WINCH DIAMETER PLACE SERVICE LINES IN A L6 SLEEVE WHEREVER THE SERVICE IE CROSAASTORATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN FEET. WHEREIT IS NECESSARY O POTABLEWATER MANON-POTABLE WATER MAIN CROSSWITHSST18)INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6), EIGHT (8), OR TEN (10) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES. HOWEVER, ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON SITE, A COPY OF THE MOST CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www. meridiancity.orq 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. PAVING AND CURB NOTES 1. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS BETWEEN THE VARIOUS CURB TYPES AND AS NECESSARY TO MAINTAIN ADA COMPLIANCE FOR ALL PEDESTRIAN RAMPS. KM STANDARD CONSTRUCTION NOTES GENERAL 1. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE ENGINEER AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 3. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFICATIONS, SOILS REPORT, AND APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. 4. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING CONSTRUCTION. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN, VEOLIA WATER, ADA COUNTY HIGHWAY DISTRICT, AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN. 7. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 8. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 9. ALL CONTRACTORS WORKING WITHIN EXISTING PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST TWENTY FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 10. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER OR PROJECT INSPECTOR PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. GRADING 11. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 12. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED BY THE GEOTECHNICAL CONSULTANT. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE SITE SHALL BE PROOF -ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE STABILITY OF SUBGRADE. A GEOTECHNICAL CONSULTANT REPRESENTATIVE SHALL REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION OF STRUCTURAL FILL. 13. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. 14. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 15. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. UTILITY 17. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 18. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH IDWR WESTERN REGION (334-2190). 19. EXISTING OVERHEAD POWER LINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 20. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD, AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAINFIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF -SITE. AFTER INSPECTION OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. 21. INSTALL CONCRETE COLLARS PER ISPWC SD-616 AROUND ALL RIMS, GRATES, AND METERS WITHIN ASPHALT. DRAINAGE 22. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY AN AUTHORIZED REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL AGENCY SHALL BE USED BY THE PROJECT CONTRACTOR(S). 23. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE #(800) 342-1585 FOR UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO DIGGING. 24. ANY PLAN CHANGES REQUIRES APPROVAL BY THE DESIGN ENGINEER AND THE CITY OF MERIDIAN. 25. THE CONTRACTOR SHALL CONTACT MERIDIAN CITY PUBLIC WORKS FOR INSPECTION OF ALL STORM DRAINAGE FACILITIES (PRIOR TO PLACEMENT OF FILTER FABRIC) 24 HOURS MINIMUM ADVANCED NOTICE. 26. ALL STORM DRAIN PIPE SHALL BE ASTM D3034, SDR 35, OR APPROVED EQUAL, OR AS OTHERWISE INDICATED HERE ON. 27. ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER REQUIRED STREET IMPROVEMENTS. CP #2 ` 118 2633.24 5/8" REBAR _ CP #3 125 2636.84 5/8" REBAR RECORDS APARTMENTS 1730 N. RECORDS WAY MERIDIAN, IDAHO PRICING SET DUNE, 2022 E. ELDEN GRAY ST BENCHMARK POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION CP #1 0 712276.491 2467250.874 2637.745 5/8 INCH REBAR CP #2 0 712982.924 2466668.684 2633.239 5/8 INCH REBAR CP #3 00 712284.485 2466733.939 2636.839 5/8 INCH REBAR -CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." 2637174 5/8" REBAR WRG 11334 ADA NOTES ACHD NOTES 1. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET THE FOLLOWING SLOPE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENTS LIST BELOW. CONTRACTOR WILL BE REQUIRED TO REPLACE/REPAIR ANY RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO REQUIREMENT PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF IMPROVEMENTS NOT MEETING THESE CRITERIA AT HIS OWN COST. I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD THE ISPWC. SIDEWALKS AND ACCESSIBLE ROUTES -2% MAXIMUM CROSS SLOPE -5% MAXIMUM RUNNING SLOPE ADA PARKING AREAS AND LANDINGS -2% MAXIMUM SLOPE ANY DIRECTION RAMPS -2% MAXIMUM CROSS SLOPE -8.33% (1:12) MAXIMUM RUNNING SLOPE 2. TRUNCATED DOMES SHALL BE CAST INTO CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. VERTICAL DATUM 3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE MINIMUM REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE ADA, MUTCD, AND THE ISPWC. 1. VERTICAL DATUM IS NAVD 88. ACHD COMPLIANCE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL PROJECT GEOTECHNICAL REPORT CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR 09 21 WILL BE THE ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE 1. THE GEOTECHNICAL REPORT PREPARED BY ATLAS DATED 11 / / APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT PROJECT GEOTECHNICAL REPORT. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESCRIPTION, WERE APPROVED FOR THE PROJECT: THE SPECIFICATIONS OF THE GEOTECHNICAL REPORT AND THE CONSTRUCTION PLANS. IN THE EVENT OF CONTRADICTING SPECIFICATIONS, THE MORE RESTRICTIVE SHALL APPLY. NONE SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED IN WRITING BY THE DISTRICT. UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 2. ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK, OR OTHER 8. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES STREET IMPROVEMENTS. FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. THERE ARE NO 'TOLERANCES" ALLOWED. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET 9. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT PAVEMENT SECTION OR TO USE THE FOLLOWING: REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. N. RECORDS WAY (LOCAL ROADWAY): 0.5-INCHES SP-3 ASPHALT MIX, 2.5-INCHES 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE OF PG 58-28 ASPHALT MIX, 4-INCHES OF '/.-INCH CRUSHED AGGREGATE, AND CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT 14-INCHES OF 6-INCH MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS DURING TRENCHING OPERATIONS. GREATER. 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 4. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE WILL BE COORDINATED AND APPROVED THROUGH CONSTRUCTION SERVICES OF ACHD DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL (387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. IN THE CENTER OR EDGE OF A TRAVEL LANE. 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH 5. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED TO STORM DRAIN STANDARDS, OR TIME IS A CRITICAL FACTOR. CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROADWAY CONSTRUCTION, AND 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AN INSPECTION, REQUESTED THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6280, A MINIMUM OF 24 HOURS PRIOR TO CONSTRUCTION STARTING. VICINITY MAP -N.T.S- LATITUDE: 43°37'14.52"N LONGITUDE: 116°20'44.42"W SHEET INDEX CO.0 COVER Co.1 PROJECT DETAILS CO.2 DEMOLITION PLAN C1.0 SITE PLAN - NORTH C1.1 SITE PLAN - SOUTH C2.0 DRAINAGE PLAN - NORTH C2.1 DRAINAGE PLAN - SOUTH C3.0 UTILITY PLAN - NORTH C3.1 UTILITY PLAN - SOUTH C4.0 GRADING PLAN - NORTHWEST C4.1 GRADING PLAN - NORTHEAST C4.2 GRADING PLAN - SOUTHWEST C4.3 GRADING PLAN - SOUTHEAST C5.0 GRAVITY IRRIGATION PLAN ESC1.0 SWPPP CONTACT INFORMATION ENGINEER KM ENGINEERING, LLP 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE: (208) 639-6939 FAX: (208) 639-6930 CONTACT: KELLY KEHRER, P.E., P.L.S. EMAIL: kelly®kmengllp.com ARCHITECT BABCOCK DESIGN 800 WEST MAIN STREET, SUITE 940 BOISE, IDAHO 83702 PHONE: (208) 424-7675 CONTACT: JAMIE KOENIG EMAIL: jamie®babcockdesign.com PROPERTY OWNER BVZ RECORDS VILLAGE, LLC/DWT INVESTMENTS, LLC 2194 SNAKE RIVER PARKWAY, SUITE 300 IDAHO FALLS, IDAHO 83402 PHONE: (208) 523-3794 CONTACT: TAHRI MOLIFUA EMAIL: tahri®ballventures.com DEVELOPER BRIGHTON CORPORATION 2929 WEST NAVIGATOR DRIVE, SUITE 400 MERIDIAN IDAHO 83642 PHONE: (208) 378-4000 CONTACT: JON WARDLE EMAIL: jwardle®brightoncorp.com DIGLINE DIGLINE, Inc. 50 S. COLE RD. BOISE, IDAHO 83709 PHONE: 811 N 0 70 140 210 Plan/Profile Scale: 1" = 70' LEGEND DO 5/8 INCH REBAR O 1/2 INCH REBAR ® ALUMINUM CAP OO BRASS PLUG '5PK PK NAIL X CHISELED X OS SEWER MANHOLE 0 SEWER CLEAN -OUT ssco SD STORM DRAIN MANHOLE 0 STORM DRAIN CLEAN -OUT SDCO 0® STORM DRAIN CATCH BASIN 0 ED SAND AND GREASE TRAP 0 MONITORING WELL wv x WATER VALVE 0 WATER METER FIRE HYDRANT O WATER MANHOLE EXISTING LIGHT POLE [[}Q PROPOSED LIGHT POLE ELECTRIC BOX TRANSFORMER POWER POLE ® TELEPHONE STUB ❑T TELEPHONE PEDESTAL ® CABLE TV PEDESTAL IRR IRRIGATION VALVE IR IRRIGATION BOX SIGN ® POST TREE SIGNAL LIGHT - - BOUNDARY LINE - - ADJACENT PROPERTY LINE EASEMENT LINE - - - - - - - - - SAWCUT LINE s s s SANITARY SEWER LINE so So STORM DRAIN LINE w w WATER LINE P P P UNDERGROUND POWER LINE oP oP OVERHEAD POWER LINE c c G GAS LINE T T T TELEPHONE/FIBER OPTIC LINE si si SIGNAL LINE ci G GRAVITY IRRIGATION LINE eP EP EDGE OF PAVEMENT LINE eo ED EDGE OF DIRT LINE Toe Toe TOE OF SLOPE TOP TOP TOP OF SLOPE -x x x- FENCE LINE CONCRETE ASPHALT PAVEMENT 0 z Q V) z 22 < Q Lu Q � O Ln Np V 0 C)r Cr_ O V u LU z O m km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK L U DATE: 6/30/2022 Ln PROJECT: 21-225 (� SHEET NO. Z_ C0.0 U No Text APPROVED 09M5,22 r\ \r P_P iG w w w w ww w 2632 .5 2633 .sP'..,. __...._. \ PRESEF - - PROTEC i N / RRII \ / DEMO AND RE / 2633 ELECTRIC BOX N /PRESERVE AND ``-. �� PROTECT SIDEWALK m \ / Pr PRESERVE AND PROTECT POWER LINES AND LIGHT POLE I N / 3 °S \ SAWCUT LINE 26�� PRESERVE AND PROTECT WATERMAIN 1 111m 0 3 REMOVE AND REPLACE SECTION PRESERVE AND PROTECT OF CURB AND GUTTER SEWER MAIN AND MANHOLE REMOVE AND REPLACE SECTION OF CURB AND MEDIANII PRESERVE AND PROTECT ASPHALT SAWCUT LINE ;Y CURB AND GUTTER PRESERVE AND PROTECT SIGNS II DEMO AND REMOVE ^' SIDEWALK I I RELOCATE LIGHT POLEAND II I ELECTRIC BOX - SEE ELECTRICAL DEMO AND REMOVE SECTION III N 3 DEMO AND REMOVES / _ OF CURB AND GUTTER o I II Ill. ASPHALT RELOCATE SIGN INN ASPHALT SAWCUT LINE GI$ DEMO AND REMOVE m J AT VALVE ay ® D PRESERVE AND PROTECT SEWER LINE 3 H y I� ~ o I Cr Z RELOCATE LIGHT POLE POWER SUPPy 4 a TLY AS NEEDED PO OR NEW E LOCATION S RELOCATE SIGN - 3 I so I ;r / RELOCATE LIGHT POLE - SEE ELECTRICAL 3 5 I _ PRESERVE AND 3 I PROTECT GAS LINE N Ic� 3 c P PRESERVE AND DEMOLITION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE � CITY OF MERIDIAN, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR P P P PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE �=���-TT_�_r P P p P P P P - - - a P TT P T P T P - - T p� P T P T P IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AI 1 V c G AND PREVIOUSLY APPROVED IN WRITING BY ALL 2. APPROPRIATE ENTITIES. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL w w w w w w w w w w w w N2633 ASPHALT 2634 PRESERVE AND E. ELDEN GRAY STREET SAWCUT LINE PROTECT SEWER MAIN y w w -e's 8"s-OO 8"s e"s 8"s s"s a"s8''s e"s 8"s 8"s a"s e"s s COMPLY WITH IDAH0 CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIGLINE -�_ - - - - - - - - PRESERVE AND PROTECT -r-�,-- REMOVE AND --;-T- (1-800-342-1585) FOR EXACT LOCATION A MINIMUM - - - - - - TELEPHONE LINE REPLACE SECTION OF OF 48 HOURS PRIOR TO DIGGING. PRESERVE AND PROTECT CURB AND GUTTER 0 40 80 120 CURB AND GUTTER / PRESERVE AND `' 3. UTILITIES ON THIS PLAN ARE BASED UPON A FIELD Plan/Profile Scale: 1" 40' AND REMOVE AND REPLACE SECTION PROTECT RAMP /—_ LLLIII SURVEY BY KM ENGINEERING, RECORD DRAWINGS, = N VATER STUB OF CURB AND GUTTER °' ASPHALT AND FACILITY MAPS. KM ENGINEERING MAKES NO F 0 N SAWCUT LINE GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, EITHER o LEGEND IN SERVICE OR ABANDONED. FURTHER, KM `O N ENGINEERING DOES NOT WARRANT THAT THE w w UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT v. LOCATION INDICATED AND HAS NOT PHYSICALLY SITE DEMOLITION AREA '. LOCATED THE UNDERGROUND UTILITIES. THE EXISTING GRADE CONTOUR �gl `L6 CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND PROTECT EXISTING FACILITIES NOT - - BOUNDARY LINE - SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT ENGINEER IF UNEXPECTED FACILITIES ADJACENT PROPERTY LINE ARE ENCOUNTERED. N PRESERVE AND PROTECT o - - - - - - - - - - - EASEMENT LINE Z 0 ~ CURB AND GUTTER 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING a DEMOLITION WITH THE APPROPRIATE PHASE OF s s s SANITARY SEWER LINE N _ CONSTRUCTION. w w F a so so STORM DRAIN LINE - 5. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY w REMOVED FROM THE SITE. REMOVAL OF EXISTING w w WATER LINE ., CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE i 8 m NATIVE, UNDISTURBED, GRANULAR SOILS. SUITABLE P P P UNDERGROUND POWER LINE NATIVE SOILS INCLUDE GW, GP, GM, SW, SP, SM IN 263D ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION OP OP OVERHEAD POWER LINE ` SYSTEM (USCS). CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDED CONSTRUCTION CONSIDERATIONS, —0-0-0— GAS LINE o ' AS CONTAINED IN THE PROJECT GEOTECHNICAL DEMO AND REMOVE CURB N - REPORT, REFERENCED ON SHEET CO.0. T T T TELEPHONE/FIBER OPTIC LINE AND GUTTER 6. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, si si SIGNAL LINE ASPHALT EXCAVATED AREA SHALL BE INSPECTED BY THE o z SAWCUT LINE GEOTECHNICAL CONSULTANT TO VERIFY SUITABILITY Gi Gi GRAVITY IRRIGATION LINE s OF SUBGRADE FOR PLACEMENT OF STRUCTURAL FILL. 8"s 8„s a s THE EXPOSED SUBGRADE MUST BE IN A COMPACT, Ep Ep EDGE OF PAVEMENT LINE _ FIRM, AND STABLE CONDITION PRIOR TO FILL PLACEMENT. THIS WILL BE CONFIRMED BY ED ED EDGE OF DIRT LINE F PROOF -ROLLING THE SUBGRADE IN A MANNER I _ ACCEPTABLE TO THE GEOTECHNICAL CONSULTANT. TOE TOE TOE OF SLOPE LINE TOP TOP TOP OF SLOPE LINE I 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING f OF ALL DEMOLISHED MATERIALS AT AN APPROVED —x x x— FENCE LINE OFF -SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS ROAD STRIPING AFTER REMOVAL FROM THE SITE. CONCRETE 8. CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS REQUIRED BY ANY ASPHALT PAVEMENT N POLITICAL SUBDIVISION OR AGENCY. O SEWER MANHOLE 9. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST 0 SEWER CLEAN -OUT N S 5 ABATEMENT DURING DEMOLITION AND REMOVAL ssco OPERATIONS. SD STORM DRAIN MANHOLE PRESERVE AND PROTECT 0 STORM DRAIN CLEAN -OUT CURB AND GUTTER 10. CONTRACTOR SHALL CONDUCT CONSTRUCTION VENT ANY SOIL OR OBJECTIOPERATIONABLE MATERIAL ONS TO ERUNOFF FROM LEAVING THE ®®Co STORM DRAIN CATCH BASIN Q $ - SITE, OR ENTERING THE PUBLIC RIGHTS -OF -WAY. ©W MONITORING WELL — 11. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED wv x WATER VALVE Z SOILS WITHIN CLEARING LIMITS SHOWN ON THE Q CONSTRUCTION PLANS, AND WASTED OR STOCKPILED WATER METER FOR LATER USE. ADDITIONAL DEPTHS MAY BE N Q NECESSARY TO OBTAIN SUITABLE SUBGRADE FIRE HYDRANT MATERIALS AS DETERMINED BY THE GEOTECHNICAL Z Z n I NJ CONSULTANT. O WATER MANHOLE W W Q m o N b 12. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING ;O;- LIGHT POLE c J .., UNSUITABLE TOPSOIL AND VEGETATION WHERE G G d ® STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR 0 ELECTRIC BOX } SHALL STOCKPILE MATERIAL IN DESIGNATED ON -SITE FAI TRANSFORMER Q Z SPOIL PILE LOCATION FOR LANDSCAPING. MATERIAL IN Q O DEMO AND REMOVE CURB w N EXCESS OF THE LANDSCAPING NEEDS SHALL BE AND GUTTER DISPOSED OF IN AN APPROVED OFF -SITE LOCATION. � POWER POLE Q .., 13. ITEMS SHOWN ON THIS SHEET REPRESENT THE ® TELEPHONE STUB (� LQ J PRESERVE AND PROTECT EXISTING CONDITIONS OF THE SITE PRIOR TO ❑T TELEPHONE PEDESTAL � 0 WATER LINE F =o- CONSTRUCTION. Cr ® CABLE TV PEDESTAL M M ASPHALT 14. OVER -EXCAVATION, IN AREAS WHERE EXISTING IPP O O Lu SAWCUT LINE GRAVITY IRRIGATION IS PROPOSED TO BE TILED ® IRRIGATION VALVE (, W 0 AND/OR REMOVED, IS ANTICIPATED IN ORDER TO LU REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SIGN SHALL COMPLY WITH THE RECOMMENDATIONS OF THE cr_ e PROJECT GEOTECHNICAL REPORT, FOR DITCH ® POST Z EXCAVATIONS AND SHALL HAVE ALL EXCAVATED ;Q DITCH SUBGRADE INSPECTED BY A TESTING COMPANY TREE 0 OR THE GEOTECHNICAL ENGINEER, PRIOR TO (^i) PLC EMENT OF PIPE AND/OR BACKFILL OF THE E SIGNAL LIGHT DIT15. IF ENCOUNTERED, ANY EXISTING SEPTIC SYSTEM ,n SHALL BE LOCATED AND REMOVED ACCORDING TO n iee THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF N ; ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE -R LOCATION OF THE SEPTIC TANK. ALL BURIED PIPING PRESERVE AND PROTECT SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC IRRIGATION VALVES AND TANKS TO THE DRAINFIELD TO THE FULL EXTENTS. SERVICES jI THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF THE DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE GROUNDWATER wR LEVEL OR AS DIRECTED BY THE GEOTECHNICAL w w PROTECT SIGN IN ENGINEER AFTER FIELD SITE INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE z DISPOSED OF OFF -SITE. PRESERVE AND PROTECT 3 rogob WATERMAIN ® * x xT- u co 16. CONTRACTOR RESPONSIBLE FOR COORDINATION OF * ® ALL UTILITY DEMOLITION WITH UTILITY COMPANIES. PRESERVE AND / PROTECT SIDEWALK ASPHALT ��"s 11 \ 6�o- PRESERVE AND PROTECT SAWCUTL PRESERVE AND PROTECT GRAVITY IRRIGATION LINE 41F1 3 PRESERVE AND GRAVITY IRRIGATION LINE PROTECT RAMP REMOVE AS PART OF GRAVITY IRRIGATION PIPING - SEE AND WELL DEMOA D REMOVE PRESERVE AND PROTECT E OVERHEAD POWER LINE AND POLE REMOVE AND REPLACE _ / SECTION OF SIDEWALK / AND CURB AND GUTTER �i- s ' I ■ ■ - - PRESERVE RESER E AND PROTECT SIGNAL LINES, POLES, AND eoxEs d d d�P REMOVE TERMINATION CURB. REPLACE WITH CURB AND GUTTER G G G c G-s c _ SHEET C5.0 To \ oP -TOF ED _ _ _ _ _ ED EP EP G G G G G G G G G G G G PRESERVE AND PROTECT POWER LINE TOP Top T ED ED -- — V - - E^ EP Ep f -� G G G G G PRESERVE AND PROTECT SIGN TOP rOP TOP _ TO 10 - 1 -- — 1 Ep LP G G G G G c G G GRAVITY IRRIGATION LINE _ 634 2633 2633 TOP TOP __� IED 2D634 2635 Top _ 2a\ D 35 -636 �26 - - - _ - _ Jv 3s -- Eo1-2636 i --- --- 2637 - `r 638 G G G G G c c c G G c 2639 PRESERVE AND PROTECT GRAVITY IRRIGATION LINES a'ci DEMO AND REMOVE GRAVITY IRRIGATION LINE AND BOX I ai G� "TOE 9P oP` �c c G G cc r, P RESERVE AND PROTECT OVERHEAD POWER LINE AND _ E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK POLE LU E. FAIRVIEW AVENUE N DATE/ / : 6302022 � � I PROJECT: 21-225 � Z_ SHEET NO. C0.2 C3 a APPROVED )r :: 09M5,22 r � ®sco r 1 17 Q _ �sG0 4 I 13 15 1 / 7 ® g, �II MATCH LINE - SEE SHEET C1.1 i N 0 30 60 90 Plan/Profile Scale: 1" = 30' KEYNOTES T 1. VERTICAL CURB AND GUTTER PER ISPWC SD-701. 2. VERTICAL CURB (NO GUTTER) WITH 6" REVEAL PER ISPWC SD-701A. 3. REVERSE VERTICAL CURB AND GUTTER PER DETAIL ON SHEET COA. 4. VERTICAL CURB AND GUTTER PER ACHD ISPWC SUPPLEMENTAL DRAWING SD-701. 5. GUTTER CHANNEL PER DETAIL ON SHEET CO.,. 6. 4" WIDE VALLEY GUTTER PER ISPWC SD-708. 7. CONCRETE SIDEWALK PER ISPWC SD-709. S. CONCRETE SIDEWALK PER ACHD ISPWC SUPPLEMENTAL DRAWING SD-709. 9. THICKENED EDGE SIDEWALK WITH 6" REVEAL PER DETAIL ON SHEET COA. 10. PEDESTRIAN RAMP "TYPE C" WITH NO TRUNCATED DOMES PER ISPWC SD-712C. SEE ADA NOTE 2 SHEET CO.0. INSTALL VERTICAL CURB AS SHOWN ON PLAN. 11. PEDESTRIAN RAMP "MID -BLOCK" WITH TRUNCATED DOMES PER ISPWC SD-712G. SEE ADA NOTE 2 SHEET CO.0. 12. PEDESTRIAN RAMP 'TYPE C" WITH TRUNCATED DOMES PER ISPWC SD-712C. SEE ADA NOTE 2 SHEET CO.0. INSTALL VERTICAL CURB AS SHOWN ON PLAN. 13. VERTICAL CURB AND GUTTER PER ISPWC SO-701 WITH 6" REVEAL ON BOTH SIDES. 14. THICKENED EDGE SIDEWALK WITH NO REVEAL PER DETAIL ON SHEET COA. 15. LIGHT DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET COA. 16. HEAVY DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET COA. 17. 2' MIN. SAWCUT ASPHALT PATCH BACK FROM EXISTING EDGE OF PAVEMENT - SAWCUT AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, AND SD-806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING REPAIRS) WITHIN RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR ACHD STREET SECTION, WHICHEVER IS GREATER. 18. HANDICAPPED PARKING (TYP.) PAINT TO BE "WHITE" 4" WIDE STROKES AND PER ISPWC SECTION 1104 AND MEET ADA MINIMUM REQUIREMENTS. 19. STRIPED PEDESTRIAN WALKWAY (TYP.) PAINT TO BE "WHITE" 4" WIDE STROKES. 20. METAL ACCESSIBLE PARKING SIGN PER DETAIL ON SHEET COA. 21.TRASH ENCLOSURE - SEE ARCHITECTURAL. 22. CARPORT - SEE ARCHITECTURAL. 23.POOL AMENITY AREA - SEE ARCHITECTURAL. 24. LIGHT POLE - SEE ELECTRICAL. 25. TRANSFORMER - SEE ELECTRICAL. 26. BIKE RACK - SEE LANDSCAPE. 27.PAVERS - SEE LANDSCAPE. 0 z Q I- z� _ W LU F_ c G O z z a Q N Q J 0 Cr CL cl:� O W O v V w cn w O m km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK LU DATE: 6/30/2022 N PROJECT: 21-225 (� SHEET NO. Z_ C1.0 a APPROVED )r :: 09M 5,22 >u ®sco ��,6 ^sco m 15 m ®®two 20 o a rnaN ® 18 RA F_ 19' MATCH LINE - SEE SHEET C1.0 23 - I 26' 15 ro O1® 19 0') r a 2 N 6.5' (J N 10 ® 9'_ 90' � 15 � 2 22 _ ® 9' v 9® 9' ® 16 51' ®0 1 6 4.88'Li 15 155 Tsco1111111 1 1s I 2 90 I ®°1 7 fL 2 10.75' ° 4 . 00100 F1 I�^ 1 ® 8.5' �sco 10 u; 0 _ I I _ o 13 �I I 4 � a�. SSW� � � 9 I � 9 MI � � �I � I � �I � 9 I ��°I , � n I L 10 I °I }° L � - ,7 12 I I I- I F �I i I 3 715 � I 15 m 4_1I �I Cl +-t 26'IIII1 I 2 4 58.15' �9' TYP. TT1YY9PP . . I 5 I IIIIII I � . ` .. . ° 2 I 0 WV 2 15 2 15 id ---J 15 2 2 �� 2 �� 2 ,s 10 VJ 2 �11 ® s' L�: 99 121 8 9' ® 117 99 2 , i ss' 14 17 \ \ 909' 1209' ,1 ®9' \ \ 81' 108 13 ' , \ 2 2 99 0 117 2 ia 15 1 2 2 ,.21a. ^ 27186' � 10 � - 6' KD J TYP.5. o -.; .FU� o,ti I 31 e 11 I I 1 V l 11 III Il V II Il V ,I II - I _ I r� 0 30 60 90 Plan/Profile Scale: 1" = 30' KEYNOTES 1. VERTICAL CURB AND GUTTER PER ISPWC SD-701. 2. VERTICAL CURB (NO GUTTER) WITH 6" REVEAL PER ISPWC SD-701A. 3. REVERSE VERTICAL CURB AND GUTTER PER DETAIL ON SHEET COA. 4. VERTICAL CURB AND GUTTER PER ACHD ISPWC SUPPLEMENTAL DRAWING SD-701. 5. GUTTER CHANNEL PER DETAIL ON SHEET COA. 6. 4" WIDE VALLEY GUTTER PER ISPWC SD-708. 7. CONCRETE SIDEWALK PER ISPWC SD-709. S. CONCRETE SIDEWALK PER ACHD ISPWC SUPPLEMENTAL DRAWING SD-709. 9. THICKENED EDGE SIDEWALK WITH 6" REVEAL PER DETAIL ON SHEET COA. 10. PEDESTRIAN RAMP "TYPE C" WITH NO TRUNCATED DOMES PER ISPWC SD-712C. SEE ADA NOTE 2 SHEET CO.0. INSTALL VERTICAL CURB AS SHOWN ON PLAN. 11. PEDESTRIAN RAMP "MID -BLOCK" WITH TRUNCATED DOMES PER ISPWC SD-712G. SEE ADA NOTE 2 SHEET C0.0. 12. PEDESTRIAN RAMP 'TYPE C" WITH TRUNCATED DOMES PER ISPWC SD 712C. SEE ADA NOTE 2 SHEET CO.0. INSTALL VERTICAL CURB AS SHOWN ON PLAN. 13. VERTICAL CURB AND GUTTER PER ISPWC SO-701 WITH 6" REVEAL ON BOTH SIDES. 14. THICKENED EDGE SIDEWALK WITH NO REVEAL PER DETAIL ON SHEET COA. 15. LIGHT DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET COA. 16. HEAVY DUTY ASPHALT PAVEMENT PER DETAIL ON SHEET COA. 17. 2' MIN. SAWCUT ASPHALT PATCH BACK FROM EXISTING EDGE OF PAVEMENT SAWCUT AND PAVEMENT PATCH PER ISPWC SD 301, SD 303, AND SD 806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING REPAIRS) WITHIN RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR ACHD STREET SECTION, WHICHEVER IS GREATER. 18. HANDICAPPED PARKING (TYP.) PAINT TO BE "WHITE" 4" WIDE STROKES AND PER ISPWC SECTION 1104 AND MEET ADA MINIMUM REQUIREMENTS. 19. STRIPED PEDESTRIAN WALKWAY (TYP.) PAINT TO BE "WHITE" 4" WIDE STROKES. 20. METAL ACCESSIBLE PARKING SIGN PER DETAIL ON SHEET COA. 21.TRASH ENCLOSURE - SEE ARCHITECTURAL. 22. CARPORT - SEE ARCHITECTURAL. 23.POOL AMENITY AREA - SEE ARCHITECTURAL. 24. LIGHT POLE - SEE ELECTRICAL. 25. TRANSFORMER - SEE ELECTRICAL. 26. BIKE RACK - SEE LANDSCAPE. 27.PAVERS - SEE LANDSCAPE. 0 z Q 1) Q z W LU F_ } O Q I z N N Q C)C) f2 ci:� O W Q U H U LuLU (n cr_� z O m E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK LU DATE: 6/30/2022 N PROJECT: 21-225 (� )HEET NO. Z_ C1.1 u a APPROVED )r :: 09M 5,22 N 0 30 60 90 Plan/Profile Scale: 1" = 30' CATCH BASIN ° CATCH m r i r BASIN- :� I I _ o PVCSTORM' 27 LF 12" - -- - - -- - - - - ry - OL- 12 - i-u- i-JI - - N PVC STORM I 59 LF 12" �aw aw ew aw ew aw aw ew aw aw aw m ew aw ew PVC STORM L ---------------- ---------- ry--------� STORM 80 LF 12' r 58 LF 8' I L1V15 LF 8" 157 LF 15'• MANHOLECATCHPVC STORM PVC STORM I PC SSTORM TORM MANHOLE PVC STORM O� BASIN / L J D 1 'SD 15 D 15'S "'SD 15 D 15 D D 125D 1, mw 12'SD 8'SD 8'SD a ° ° - . 15 LF 8" • _r _f 35c0 sD PVC STORM - I 52 LF 12" PVC STORM a I I ry 54 LF 12" �, _ 166 LF 15' PVC STORM r �.,,-��� _ . _ . . . - , . . . I 1 PVC STORM I� ® ® 1 4' \ I II l I _ p q p I \\ sco 1000 GAL SAND AND GREASE TRAP Fj_ m 1\ III J I�*� I � a`, I � e •j I � 21 (W)X78 (L)X11.0 (D) ' \ SEEPAGE BED �ss_ as \ L 82 LF 18". :.: 80 LF 18 PVC STORM PVC STORM �o I ash L� I 2 - 1500 .GAL . r� I III A 1 _ STORM r, SAND AND GREASE TRAP 24 LF 8" CATCH - � / - MANHOLE - � BASIN I -° STORM �I ,. - t14 LF !a I^ 76 LF 15" - PVC STORM 59 LF 12" PVC STORM PIVC STORM co 54 LF 12" I ml i I ll PVC STORM .r J ` —� J r l - ... PVC LSTORM " � m 8'(W)X49'(L)X10.0'(D) 1 {� - e a 137 LF SEEPAGE BED CATCH 4"S a5� ,.._, I . ° a ° , ° -- • , ,� PVC STORM 24'(W)X135'(L)X10.0'(D)o BASIN m ssco I SEEPAGE BED n 1 - 1000 GAL (__ — - - s'. , 2 - 1000 GAL SAND AND GREASE TRAP � SAND AND GREASE TRAP m I { 'aw aw I ae SD 1e'#- -- rAm fia: iasD II I I w w Ye'ss 1aD lssn -- r�+so- -as^sn I I w w r \ /I 8 LF 15" PVC STORM 1 »� 4�5D.. 1a'r9D' '=18 as as "S --T7T- a e 65 I m ssco sco I I -D 139 LF 18" 66 LF 15" _ \ / BAASIN °n PVC STORM 3 - 1500 GAL PVC STORM I---------------------------------------------------- I m SAND AND GREASE TRAP I® I ° F139 LF 18' e'er„ PVC STORMSTOM I Soo MANHOLE g'SD 6'SD — I �;� \ �81 LF 8•' 20 LF 12" PVC STORM - .l 1 III \ PVC STORM 96 LF 8" ,-� - _ 1111 PVC STORM MATCH LINE - SEE SHEET C2.1 0 z Q N 0 LU LU 0 G r7C Q Z a_Q N w cl:� O Q O U Z_ w w Q c Z 0 O m E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK LU DATE: 6/30/2022 N PROJECT: 21-225 (� SHEET NO. Z_ C2.0 C3 a APPROVED )r :: 09M 5,22 N 0 30 60 90 Plan/Profile Scale: 1" = 30' 6'S I �I I STORM MANHOLE 20 II IF 12., PVC STORM II wv eo 6� co I66 LF 15" w PVC STORM g"SD g"SD , e"SD � 81 LF 8" PVC STORM CATCH BASIN V I m'S89 4F PC SOM I2' , MATCH LINE - SEE SHEET C2.0 o II V I "I hI II I 8 LF I s-I11 I{�1l s " TORMPVC SCATCH II 1aIde '17i3sB DpI L+ F wW—iI 8: � � h_iie8— -"`•Ss� lD.=i,, : O GAL BASIN PVC STORM SAND AND GREASE TRAP 139 LF , PVC STORM � --7_ I ��•�-0 �• to 96 LF 8" PVC STORM U7 IOU n 106 LF 81, PVC STOR n n ssco— �j 173 LF 8" SE mI IIII I II I I I IIII II —5 8 �LJF �`••L1°III.°I 2i " PVC STORM STORM VC TORM MANHOLE, CATCH BASIN =Iz_u u iIIII IIiII III I I I ° ° ° , ` I I I j I III 1PVC STORM m m l I III - I I I 7 27 LF 8" -wv - PVC STORM ° 79 LF 12' PVC STORM 24GI 24'0I 240I 24"3I - 0 z Q = V) w w O 2i 2 N Q � Q � � J Q N W 0 ci:�o z 0 V w LU Z 0 0 m km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK LU DATE: 6/30/2022 N PROJECT: 21-225 (� )HEET NO. Z_ C2.1 u a APPROVED )r :: 09M 5,22 EIIo sca g'S �— I I 5D < < 12.5 1P 8— 1 I 'v 1 - FIRE HYDRANT � 8 LF 6" C900 FIRE MAIN _ 62 LF 4" PVC 0 I — — J " SEWER SERVICE . 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Z_ C3.0 u a APPROVED )r :: 09M 5,22 N 0 30 60 90 Plan/Profile Scale: 1" = 30' 6 S e'S s 65 LF 4" C9001 I I WATER MAIN I I I II , II I I III' 78 LF 8" PVC SEWER MAIN I' 4-w 60 LF 4" C900 -// WATER MAIN 18 LF 4" PVC SEWER SERVICE I I I } a. •. ssa 30 LF 8" PVC SEWER MAIN I v;ll I I ° I• I i N 139 LF 6"a. PVC SEWER SERVICE SEWER SERVICE L 81 LF 4" PVC SEWER SERVICE MATCH LINE - SEE SHEET C3.0 I II e ��� _ 11 WATER METER VAULTS�� 2 4" r l 80 LF 8" C900 s o FIRE SERVICE -�, °LI i r IN00 I - GREASE INTERCEPTOR H m l 243 LF 8" C900 I I II WATER MAIN sco 250 LF 8" PVC SEWER MAIN I I II I al ° • � mj �I � I �, I —J I I s m scoVm I I 26 LF8" PVC SEWER IMAIN I I I I I i I I I I 11 I 158 LF 6" C900 _ WATER MAIN r r I I I I I _ I 1• I I I I r, 12'SD 12'SD r • �' �' I I II I I I III I I I • I I I I I ° I � I i I III _F— W" I L ! 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II II I I I II II II I .I . ,I 0 Z Q Z H p Q Z = a ULJ LU 2 Z O Q \/Q Q \ D Q N Qor_) o Cr O O H V w LU � � Z C� O m km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK LU DATE: 6/30/2022 N PROJECT: 21-225 (� SHEET NO. Z_ C5.0 a APPROVED 09M5,22 NOTES: 1. LOCATE A MINIMUM OF 20 FEET FROM ROADS OR STORM DRAINAGE SYSTEMS. 2. LINE TRENCH WITH A MINIMUM OF 10-MILL POLYETHYLENE SHEETING, FREE OF HOLES OR OTHER DEFECTS. 3. IF TRENCH FILLS WITH WASTE, CLEAN SOLID WASTE OUT AND DISPOSE OF WASTE AT APPROVED LOCATION TO PREVENT OVERFLOW. 4. AT COMPLETION OF CONSTRUCTION REMOVE ALL SOLID WASTE AND DISPOSE OF AT AN APPROVED LOCATION. WATER BASED WASTE TRENCH NTS 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) OPTIONAL OVERFLOW SILTSACK® DUMP LOOPS (REBAR NOT INCLUDED) CURB OPENING FOAM OEPrN \ O 4 v v EXPAt` RESTR d 0 4 v Q A_a v e. CURB & GUTTER INLET PROTECTION NTS -V y� y II APT -V y y -V y y y W y y FIBER ROLLS ' -V y �2 y .� VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES FIBER ROLL NTS - - - - E - - - - I SWPPP LEGEND r CONSTRUCTION ENTRANCE CONTRACTOR 2633 LIMIT OF ,634 PARKING STAGING E. ELDEN GRAY STREET DISTURBANCE „k� / / WATER BASED WASTE TRENCH ^' INLET PROTECTION I AREA O N OO I V PER DETAIL THIS 2632 _ SHEET STAGING/PARKING AREA M [] FIBER ROLL I I N 1 '1° INLET PROTECTION ve* WATER BASED WASTE TRENCH `1'/ o�00 II iao iao LIMITS OF DISTURBANCE PER DETAIL THIS SHEET OR tg O'/ PER DETAIL THIS°�WATER TIGHT CONTAINERSHEET (ABOVE GROUND2633 EXISTING GRADE CONTOUR 0 SO 100 150 INLET PROTECTION Plan/Profile Scale: 1" - 50' PER DETAIL THIS SHEEP FINISH GRADE CONTOUR o VICINITY MAP PROPOSED GRADE SLOPE Qs� LIMIT OF �° W IE3 DISTURBANCE v II II II II II II II II II N ® EXISTING GRADE SLOPE INLET PROTECTION I ,I _ � :. � 0.9 OF T�o N PER DETAIL BMP 74 HE CATALOG �-� SWPPP SIGN gy `I , OF STORMWATER ER BMPs II STABILIZED CONSTRUCTION I ,.- +� PROJECT - 14C - ENTRANCE PER DETAIL p� Z - ti THIS SHEET 000 0 \' I LIMIT of SITE SPECIFIC NOTES Z LOCATIO�_N 0 DISTURBANCE g 1. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN STORAGE CONTAINMENT AREA. DISPOSE AT A FREQUENCY w L o o ACCORDING TO CONTAINER SIZE. E. Al z 2. AREA OF SITE IS 9.96t ACRES. AREA OF SITE TO BE o DISTURBED GRADING IS 9.86t ACRES. PRESERVE NATIVE VEGETATION WHERE POSSIBLE. INLET PROTECTION_ z PER DETAIL THIS 3. THE CONTRACTOR SHALL COORDINATE PROPER ESC AND c>UnA'AFR > �v, = _ H SHEET - SWPPP MEASURES WITH CONTRACTORS COMPLETELY �I^I s°° -w- SURROUNDING IMPROVEMENTS. I 4. DROP INLET PROTECTION TO BE INSTALLED ON ALL � 'STABILIZED CONSTRUCTION PROPOSED DROP INLETS AFTER COMPLETION OF STORM LATITUDE: 43°37'14.52"N I I -- SEWER SYSTEM. LONGITUDE: 116°20'44.42"WJKI o SWPPP SIGN ENTRANCE PER DETAIL � I - '� '' III rHls SHEET INLET PROTECTION I SWPPP GENERAL NOTES SHEET NOTES Z INLET PROTECTION _ _ - PER DETAIL BMP 74 0.6q `� PER DETAIL THIS F_ OF THE IDAHO CATALOG SHEET,j I ® OF STORMWATER BMPs ti6 ® __ H ® 1. UPON COMPLETION OF PROJECT ALL PERMANENT STORM 1. ANY MODIFICATIONS TO THIS PLAN SHALL REQUIRE I IIII o 1 ® WATER MANAGEMENT SYSTEM MAINTENANCE WILL BECOME APPROVAL FROM THE PLAN DESIGNER. INLET PROTECTION °2 `w - THE RESPONSIBILITY OF LOCAL GOVERNMENT AGENCY �� PER DETAIL BMP 74 �° I AND/OR THE OWNER(S). 2. ALL PORTABLE REST ROOMS SHALL BE LOCATED AS FAR OF THE IDAHO CATALOG --- - - - - - - - - - - - --- - FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS OF STORMWATER BMPsi CONTRACTOR - 2. CONTRACTOR TO SUBMIT PROPOSED CONSTRUCTION POSSIBLE. PROVIDE CONTAINMENT AREAS AROUND REST I I' 0 I PARKING/STAGING- PROCEDURES AND TIMELINE TO RESPONSIBLE PERSON(S) ROOMS TO PROTECT AGAINST POLLUTION DUE TO F7UT 2 AREA BEFORE COMMENCEMENT OF CONSTRUCTION. VANDALISM. %� 1711, H I I^ I`Ij 3. INSPECTION RECORDS SHALL BE MAINTAINED AT THE 3. PROVIDE INLET PROTECTION PER BMP NO. 74 OF THE INTERVAL INDICATED IN THE REPORT BY THE IDAHO CATALOG OF STORMWATER BEST MANAGEMENT �? p I• RESPONSIBLE PERSON SEE REPORT FOR INSPECTION PRACTICES FOR ANY PROPOSED DRAINAGE STRUCTURES 1I O LIMIT OF DISTURBANCE SIDE VIEW INSTALLED INSTALLATION DETAIL ss-r'- _ J� - WATER BASED WASTE TRENCH PER DETAIL THIS SHEET OR RECORDS REQUIREMENTS. RESPONSIBLE PERSON SHALL INCLUDING ANY INLETS IDENTIFIED ON SITE THAT ARE NOT 1 KEEP ON FILE INSPECTION REPORT RECORDS WITH A SHOWN ON THIS PLAN. ® SHEET TECTION ,,�Q� WATER TIGHT CONTAINER INLET PROL THIS ,.. COMPLETE COPY OF SWPPP FOR A MINIMUM OF THREE PER DETAI p�p �g I (ABOVE GROUND YEARS PAST COMPLETION OF PROJECT. 4. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND ED T DISPOSED OF AT AN APPROVED LOCATION. EXCESS �� -T 4. RESPONSIBLE PERSON SHALL MAINTAIN A LOG OF ALL MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF _ GENERAL AND SUBCONTRACTORS THAT ENTER THE APPROVED BY OWNER) AT A PRE APPROVED LOCATION. STABILIZED CONSTRUCTION' J PROJECT SITE. SEE REPORT FOR LOG FORM. A COMPLETE Q ENTRANCE PER DETAIL 0 01 00 COPY OF THE LOG SHALL BE KEPT WITH THE SWPPP. 5. ALL SPECIFIED BMP'S (BEST MANAGEMENT PRACTICES) o m THIS SHEET I - SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE 5. THE STORM WATER POLLUTION PREVENTION PLAN, HERE MANUFACTURERS RECOMMENDATIONS, AS APPLICABLE. o �' �g `T� AFTER THE PLAN", SHALL BE THE RESPONSIBILITY OF Q O ( - I THE RESPONSIBLE PERSON TO ENSURE THE PLAN IS 6. DIRT AND MUD TRACKING ONTO STREETS IS PROHIBITED. u _ INLET PROTECTION f o IMPLEMENTED AND TO DETERMINE THE LOCATION WHERE PROVIDE SUITABLE MEASURES TO PROTECT AGAINST MUD _ �'PER DETAIL BMP 74 _ z II OF THE IDAHO CATALOG r I THE PLAN IS KEPT. THE GENERAL CONTRACTOR IN AND DIRT TRACKING. SWEEP STREET AS NECESSARY. Z COLLABORATION WITH THE RESPONSIBLE PERSON SHALL I =I OF STORMWATER BMPs FILE A NOTICE OF INTENT (N01) WITH THE EPA, OBTAIN A 7. SEE LANDSCAPE, GRADING, AND DRAINAGE PLAN FOR GENERAL CONSTRUCTION PERMIT (GCP) AS APPLICABLE, ADDITIONAL INFORMATION, FINAL SOIL STABILIZATION AND FILE A NOTICE OF TERMINATION (NOT) WITH EPA. MEASURES, AND PERMANENT BMP'S. N Q INLET PROTECTION THE SITE SHALL BE PROPERLY POSTED PER EPA PER DETAIL THIS REQUIREMENTS. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE Z rY - - SHEET LATEST EDITION OF THE ISPWC AND CATALOG OF LU W IRR STORMWATER BEST MANAGEMENT PRACTICES FOR IDAHO d d d r's CITIES AND COUNTIES. 9. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FORAND OBTAINING ALL APPLICABLE LOCAL, STATE, AND BMP IMPLEMENTATION FEDERAL CONSTRUCTION PERMITS. Q Q d 1'4% R LIMIT OFLLLi >> DISTURBANCE 1. STABILIZED CONSTRUCTION ENTRANCE, DROP INLET Q hI ld 1 �I -.� L , - - PROTECTION, AND SILT FENCE, AS NEEDED, MUST BE IN J "I � � LQ C PLACE AT COMMENCEMENT OF CONSTRUCTION. SWPPP SITE SPECIFIC NOTES < x-x- 1. NO WATER SOURCE IS EXPECTED TO BE EFFECTED BY 0000 '.. pd THE PR ' '� � -.` ' _ � "` � � HERE SLOPES EXCEED 159 ANY PROJECT. J � � �-. 1% • 2 CONTRACTOR TO INSTALL SLOPE PROTECTION AS � c s. NECESSARY W EXC IN O ONTRACTOR I DIRECTION. O WATER BASED WASTE TRENCH Cr` . PARKING/STAGING - PER DETAIL THIS SHEET OR O U Lu W Il AREA WATER TIGHT CONTAINER ® `� o ® ® �O� O N � (ABOVE GROUND ® \ O , I I ; � z �3 LLj_Lj��n n \ ED 2633` -- w _ 26 rn 2634 INLET PROTECTION -2636 FIBER ROLL SLOPE z V�E� „"'- ,% _-- III I a I I I-1 11= -III=1 111-1 III- 3/4" x 3/4" N T- WOOD STAKES. y - MAX 4' SPACING y y INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE <. •�- PER DETAIL THIS ..... . 2636 :SC3 2635 2636 SHEET � 2631 _ -�_� -Ep �s 2639 Ea -too--- - - - FIBER ROLLS PER EP-Ep 2638 DETAIL THIS SHEET E. FAIRVIEW AVENUE LIMIT OF FIBER ROLLS PER EP-- DISTURBANCE DETAIL THIS SHEET 2639 50' MIN EXISTING I PAVEMENT? CONSTRUCTION SPECIFICATIONS 1. STONE -USE FRACTURED STONE 2 TO 8 INCH DIAMETER (FOR THE / BASE LAYER) AND CRUSHED STONE 2 INCH DIAMETER OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT (FOR THE TOP LAYER). -- -=- tO 2. LENGTH -AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD FILTER CLOTH MOUNTABLE BERM APPLY). (OPTIONAL) 3. THICKNESS -NOT LESS THAN 6 INCHES. PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. EXISTING GROUND 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. 50' MIN 6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD o CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION z 10' MIN WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING o PAVEMENT WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT . _....... _...5>f>_....... SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. PLAN VIEW o 8. WASHING -WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. CONSTRUCTION ENTRANCE NTS (MUD AND DIRT TRACKING CONTROL) E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: HIH DRAWN BY: HIH CHECKED BY: KSK L.I..I DATE: 6/30/2022 N PROJECT: 21-225 (� MEET NO. Z_ ESC1.0 a