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Home My WebLink AboutPublic Utility PlanCLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 A GEOTECHNICAL INVESTIGATION WAS PERFORMED AS PART OF THE DESIGN OF THIS PROJECT BY ATLAS DATED OCTOBER 22ND, 2020. ALL CONDITIONS AND REQUIREMENTS CONTAINED THEREIN ARE HEREBY INCORPORATED IN TO THESE CONSTRUCTION PLANS AND CONTRACT FOR THE WORK BY REFERENCE. WHERE CONFLICTS EXIST BETWEEN THE GEOTECHNICAL INVESTIGATION AND THE PROJECT PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. CONTRACTOR SHALL CONFIRM NAVD 88 ELEVATIONS AND LOCATIONS FOR ALL PROJECT CONTROL POINTS PRIOR TO START OF CONSTRUCTION. SEE SHEET C1.2 FOR CONTROL POINT LOCATIONS. SEE SHEET C1.2 TBM#1 NORTH PROJECT SITE LAND SOLUTIONS OFFICE FOUND BRASS/ALUMINUM CAP 5/8" IRON PIN WITH PLASTIC CAP CALCULATED POINT FOUND 5/8" IRON PIN WITH PLASTIC CAP FOUND 1/2" IRON PIN WITH PLASTIC CAP SET 1/2" IRON PIN WITH PLASTIC CAP EXISTING SEWER EXISTING WATER EXISTING CABLE EXISTING CENTERLINE EXISTING DITCH EXISTING EDGE OF GRAVEL EXISTING EDGE OF PAVEMENT EXISTING FENCE EXISTING FIBER OPTICS EXISTING GAS EXISTING GRAVITY IRRIGATION EXISTING JOINT TRENCH EXISTING OVERHEAD POWER EXISTING PRESSURE IRRIGATION EXISTING STORM EXISTING TELEPHONE EXISTING TELEPHONE & FIBER EXISTING TOE OF SLOPE EXISTING TOP OF BANK EXISTING UNDERGROUND POWER PROPOSED SEWER PROPOSED 8" SEWER PROPOSED 6" SEWER PROPOSED 4" SEWER PROPOSED WATER PROPOSED 1" WATER PROPOSED 1.5" WATER PROPOSED 2" WATER PROPOSED 6" WATER PROPOSED 8" WATER PROPOSED 10" WATER PROPOSED 12" WATER PROPOSED STORM DRAIN PROPOSED PRESSURE IRRIGATION PROPOSED GRAVITY IRRIGATION PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF GRAVEL PROPOSED SAWCUT PROPOSED DITCH CENTERLINE PROPOSED TOP OF BANK PROPOSED TOE OF SLOPE PUID EASEMENT PROPOSED GRADE BREAK PROPERTY LINE SIGNAL JUNCTION BOX SIGNAL BENCHMARK SLOPE TOP BACK OF CURB TOP BACK OF REVERSE CURB TOP BACK OF VERT. CURB W/O GUTTER TOP OF CURB TOP OF WALK CONCRETE SPOT ELEVATION LIP OF GUTTER FLOW LINE ASPHALT EDGE OF PAVEMENT EDGE OF GRAVEL CENTERLINE BACK OF WALK FINISHED GRADE GROUND CONCRETE PIPE CORRUGATED METAL PIPE PVC PIPE SLOPE OF CURB EXISTING TREE EXISTING LIGHT EXISTING MAILBOX EXISTING CONTOUR PROPOSED CONTOUR EXISTING SIGN EXISTING MANHOLE EXISTING INLET EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED METER PROPOSED BLOW-OFF PROPOSED SAND AND GREASE TRAP SMOOTH TRANSITION BETWEEN REVERSE AND STANDARD PLATE CURB & GUTTER CONCRETE CURB AND GUTTER CONCRETE IRRIGATION BOX DIRECTION OF DOWNWARD SLOPE CABLE RISER POWER/ELECTRICAL TELEPHONE RISER POWER/TELEPHONE POLE CLEANOUT KEYED NOTE TBC TBCR TVC TOC WALK CONC LIP FL AC EP EG CL BOW FG GND CMP RCP PVC 1 XX ------DETAIL NUMBER SHEET NUMBER C1.0 COVER SHEET, LEGEND, & CONTACTS C1.1 NOTES C1.2 TOPOGRAPHIC SURVEY C1.3 DEMOLITION PLAN C1.4 SITE LAYOUT PLAN C2.0 GRADING PLAN C2.1 STORM DRAIN PLAN C3.0 UTILITY PLAN C4.0 DETAILS-0 C4.1 DETAILS-1 C4.2 DETAILS-2 C4.3 DETAILS-3 C4.4 DETAILS-4 (OWNER PROVIDED SURVEY PREPARED BY LAND SOLUTIONS, INC.) OWNER LAND SOLUTIONS INC. ARCHITECT NEUDESIGN ARCHITECTURE PROJECT MANAGER - AMANDA BIDWELL 725 E. 2MD ST. MERIDIAN, ID 83642 T.208.884.2824 ABIDWELL@NEUDESIGNARCH.COM CIVIL ENGINEER ERICKSON CIVIL, INC. PROJECT MANAGER - ROSS ERICKSON P.E. 6213 N. CLOVERDALE ROAD SUITE 125 BOISE, IDAHO 83712 T.208.846.8955 C.208.867.3954 ROSS@ERICKSONCIVIL.COM PROFESSIONAL LAND SOLUTIONS, INC. LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. 231 E. 5TH ST. STE A MERIDIAN, ID 83642 T.208.288.2040 CHANSEN@LANDSOLUTIONS.BIZ CITY OF MERIDIAN BUILDING DEPARTMENT 33 E, BROADWAY AVE. MERIDIAN, ID 83642 T.208.887.2211 WATER SERVICE CITY OF MERIDIAN WATER DEPT. PROVIDER 2235 NW 8TH ST. MERIDIAN, ID 83646 T.208.888.5242 SEWER SERVICE CITY OF MERIDIAN PROVIDER 33 E, BROADWAY AVE. MERIDIAN, ID 83642 T.208.898.5500 POWER IDAHO POWER COMPANY SCOTT PINKSTON T.208.388.5446 GAS INTERMOUNTAIN GAS CO. BRYCE OSTLER T.208.377.6812 TELEPHONE CENTURY LINK LEO ARTEAGA T.208.385.2440 LEO.ARTEAGA@CENTURYLINK.COM PARCEL INFO.PARCEL # S1117325479 (PRE PBA) T.3N R.1E SEC 17 1625 E. BENTLEY DR. MERIDIAN, ID 83642 PARCEL SIZE: 1.011 AC ZONING: C-CSTANDARD PLATE CURB & GUTTER REVERSE PLATE CURB & GUTTER Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C1.0 COVER SHEET, LEGEND & CONTACTS CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C1.1 NOTES1.CONTRACTOR SHALL COORDINATE JOINT TRENCH UTILITY CONSTRUCTION AND PROVIDE CONSTRUCTION STAKING FOR ALL UTILITY RUNNING LINES AND DEVICES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 2.ALL UTILITY TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. 3.UTILITIES INCLUDING WATER, SEWER, GAS, CABLE, POWER, AND TELEPHONE SHALL BE PROVIDED AS SHOWN ON THE PROJECT PLANS AND SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH THE RESPECTIVE UTILITY COMPANY FOR UTILITY IMPROVEMENTS. THE COST ASSOCIATED WITH PROVIDING ALL UTILITY SERVICES AND INCIDENTALS SHALL BE INCLUDED IN THE WORK. NO SEPARATE PAYMENT SHALL BE MADE. 4.CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANY TO PROVIDE STRUCTURAL BACKFILL FOR ALL UTILITY TRENCHES. 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. 2.THE CONTRACTOR SHALL CONTACT THE OWNERS GEOTECHNICAL REPRESENTATIVE FOR INSPECTION OF ALL STORM WATER INFILTRATION FACILITIES PRIOR TO THE PLACEMENT OF SAND OR FILTER FABRIC - PROVIDE WRITTEN APPROVAL TO ENGINEER. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. 3.SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 4.NO DISCHARGE SHALL BE MADE TO THE STORM DRAIN SYSTEM UNTIL THE SITE IS STABILIZED AND PAVED. THE EXISTING STORM DRAIN FACILITIES SHALL BE PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SWPPP AND AS DIRECTED BY THE CONTRACTOR'S PROJECT RESPONSIBLE PERSON. 5.CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION HAS OCCURRED AND ALL BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. 6.ALL STORM DRAIN TRENCH AND STRUCTURE BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 7.STORM DRAIN PIPING AND STRUCTURES SHALL BE TESTED IN ACCORDANCE WITH DIVISION 6 OF THE ISPWC. CONTACT ENGINEER 48-HOURS IN ADVANCE TO COORDINATE WITNESS OF TESTING. 8.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION FOR THE STORM DRAIN SYSTEM INCLUDING STORM DRAIN PIPE INVERT ELEVATIONS ENTERING AND EXITING STRUCTURES, SAND AND GREASE TRAP LOCATIONS, SEEPAGE BED LIMITS, ORIFICE ELEVATIONS, MANHOLE LOCATIONS, MANHOLE RIM ELEVATIONS, AND SAND AND GREASE TRAP UPPER AND LOWER BAFFLE ELEVATIONS, CLEANOUTS AND OTHER ASSOCIATED FEATURES. IF THE PROJECT INCLUDES A STORM DRAIN POND, THE STORM DRAIN POND BOTTOM AS-BUILT INFORMATION SHALL BE PROVIDED TO ENGINEER ONCE THE POND BOTTOM IS GRADED AND THE SAND IS PLACED IN THE BOTTOM - NO ADDITIONAL WORK SHALL PROGRESS ON THE POND UNTIL AS-BUILT APPROVAL HAS BEEN RECEIVED. AS-BUILT INFORMATION SHALL BE SURVEYED BY A THIRD PARTY SURVEYOR HIRED BY THE CONTRACTOR. AS-BUILT POINT DATA SHALL BE PROVIDED TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME COORDINATE SYSTEM AND DATUM AS THE PROJECT FILES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 9.PRIVATE ONSITE STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS AND ISPWC STANDARD DRAWINGS: a.TYPICAL TRENCH - PER ISPWC SD-301 b.TYPE A TRENCH BACKFILL WITH TYPE A-1 COMPACTION - PER ISPWC SECTION 306 AND SD-301. c.TYPICAL CLASS A-1 PIPE BEDDING SECTION - PER ISPWC SECTION 305 AND SD-302. d.48" DIAMETER STANDARD CONCRETE CATCH MANHOLE - PER ISPWC SD-611 WITH FLAT TOP. e.MANHOLE COLLAR - PER ISPWC SD-616. ALL STORM DRAIN RINGS AND COVERS SHALL HAVE CONCRETE COLLARS. COLLARS FOR SAND AND GREASE TRAPS SHALL BE A MONOLITHIC POUR ENCOMPASSING BOTH LID FRAMES. f.STANDARD MANHOLE COVER AND FRAME - SD-617 - USE SLOTTED COVER AT INLET LOCATIONS. SOLID COVERS SHALL HAVE "STORM DRAIN" CAST INTO LID. g.30" STORM DRAIN MANHOLE - AMCOR CB-100 WITH AMCOR CB-130 CATCH BASIN HEAD. h.ALL STORM DRAIN COMPONENTS SHALL CONFORM TO HS-25 LOADING REQUIREMENTS. i.STANDARD 4" TRAFFIC RATED CLEANOUT - PER ISPWC SD 506 & SD-506A AS APPLICABLE (PROVIDE ALL REDUCERS AND FITTINGS AS REQUIRED FOR CONNECTION TO THE STORM DRAIN SYSTEM PIPING). 10.MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS UPSTREAM OF SEEPAGE BEDS SERVING PRIVATE ROADS, PARKING LOTS AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5.CONTRACTOR SHALL COORDINATE AND PROVIDE ALL TESTING AND CLEANING AS REQUIRED BY THE CITY OF MERIDIAN. 6.CONTRACTOR SHALL PROVIDE SEWER SYSTEM AS-BUILT INFORMATION INCLUDING SEWER MAIN INVERT ELEVATIONS ENTERING AND EXITING MANHOLES, MANHOLE LOCATIONS, MANHOLE RIM ELEVATIONS, AND SERVICES. AS-BUILT INFORMATION SHALL BE SURVEYED BY A THIRD PARTY SURVEYOR HIRED BY THE CONTRACTOR. AS-BUILT POINT DATA SHALL BE PROVIDED TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME COORDINATE SYSTEM AND DATUM AS THE PROJECT FILES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 7.ALL SEWER MANHOLES AND CLEANOUTS SHALL HAVE CONCRETE COLLARS. 8.SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CITY OF MERIDIAN STANDARD SPECIFICATIONS AND THE FOLLOWING ISPWC STANDARD DRAWINGS: a.TYPICAL TRENCH - PER ISPWC SD-301 b.TYPE A TRENCH BACKFILL WITH TYPE A-1 COMPACTION - PER ISPWC SECTION 306 AND SD-301. c.TYPICAL CLASS A-1 PIPE BEDDING SECTION - PER ISPWC SECTION 305 AND SD-302. d.STANDARD 8" TRAFFIC RATED CLEANOUT - PER ISPWC SD-506. e.STANDARD 4" TRAFFIC RATED CLEANOUT - PER ISPWC SD-506A. f.MANHOLE COLLAR - SD-508 g.STANDARD MANHOLE COVER AND FRAME - SD-507 h.STANDARD SEWER SERVICE LINE - SD-511, TYPE A, B OR D. 1.ALL CONSTRUCTION WITHIN THE EXISTING OR FUTURE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CURRENT EDITION OF THE I.S.P.W.C. AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE I.S.P.W.C. WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2.ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. 3.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE ADA COUNTY HIGHWAY DISTRICT AND TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK WITHIN THE RIGHT OF WAY. 4.RETAIN AND PROTECT ALL TREES, SHRUBS, AND UTILITIES UNLESS OTHERWISE NOTED. 5.TEMPORARY EROSION PROTECTION OF THE SURFACE STORM WATER RUNOFF DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COMPLY WITH LAWS AND REGULATIONS RELATED TO STORM WATER DISCHARGES AND SEDIMENT AND EROSION CONTROL. CONTRACTOR SHALL PROVIDE SEDIMENT AND EROSION CONTROL PLAN (SWPPP) TO ACHD IN ACCORDANCE WITH ACHD STANDARDS. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE WITH NO ADDITIONAL PAYMENT FROM OWNER. 7.ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS. SIDEWALK AND PEDESTRIAN RAMP CROSS SLOPES SHALL NOT EXCEED 1.50%. PEDESTRIAN RAMP LONGITUDINAL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 15:1. THERE ARE NO TOLERANCES TO THESE REQUIREMENTS. NEW PEDESTRIAN RAMPS AND SIDEWALKS THAT HAVE CROSS SLOPES IN EXCESS OF 1.5% SHALL BE REMOVED AND REPLACED WITH NO SEPARATE PAYMENT. NEW PEDESTRIAN RAMPS THAT HAVE LONGITUDINAL SLOPES GREATER THAN 15:1 SLOPE SHALL BE REMOVED AND REPLACED WITH NO SEPARATE PAYMENT. 8.ALL PEDESTRIAN RAMPS LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED "YELLOW". 9.ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF ADA COUNTY HIGHWAY DISTRICT OR THE APPROVED CONSTRUCTION PLANS. 10.ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE ACHD RIGHT-OF-WAYS, THE PROJECT OWNERS REPRESENTATIVE WILL PARKING LOTS AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 11.ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 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. A.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. B.IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C.CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MACH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. D.FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. E.ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. F.THE ASPHALT CUT LINE IS A 2.0' MINIMUM FOR PAVEMENT PATCHES (INCLUDING DRIVEWAY APPROACHES, AND UTILITY CUT STREET REPAIRS.) PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE ISPWC STANDARDS FOR STREET REPAIRS (SEE SD-301, SD-303, AND SD-806 (MINIMUM CROSS-SLOPE). 12.THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY OR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE. 1.POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. PROTECT AGAINST THE CONTAMINATION OF SOIL, WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS, GARBAGE, DEBRIS, OR OTHER WASTES AT ALL TIMES. 2.EQUIPMENT: EQUIPMENT IS TO BE SERVICED ONLY IN SERVICE AREAS. TAKE MEASURES TO PREVENT SPILLS OF OIL OR OTHER FLUIDS. 3.SANITARY: PROVIDE SANITARY FACILITIES FOR ALL WORKERS. 4.DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER EQUIPMENT TO ABATE. NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING OPERATIONS. FAILURE TO CONTROL DUST MAY RESULT IN TEMPORARY SHUTDOWN OF THE PROJECT. PROVIDE ALL WATER NECESSARY FOR SPRINKLING OPERATIONS. 5.SITE PROTECTION: LIMIT WORK TO ONLY THOSE AREAS AS DEFINED ON THE PLANS AND ONLY AS NECESSARY. PROTECT EXISTING SITE AGAINST DAMAGE AND EROSION. 6.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE ESCP/SWPPP PREPARED FOR THIS PROJECT. 7.THE CONTRACTOR IS RESPONSIBLE FOR NOI'S WITH EPA AND ALL STATE AND LOCAL PERMITTING. 8.FOR WORK WITHIN PUBLIC RIGHT OF WAY: CONTRACTOR SHALL PREPARE AND SUBMIT (2) TWO COPIES OF THE COMPLETE PROJECT EROSION AND SEDIMENT CONTROL PLAN (ESCP) TO ACHD CONSTRUCTION SERVICES AT THE TIME THE RIGHT-OF-WAY PERMIT APPLICATION IS SUBMITTED. ALLOW 72-HOURS FOR ACHD REVIEW AND APPROVAL. 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.PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 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. 6.PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 7.ALL WATER LINES SHALL HAVE A MINIMUM 4.0' BURY DEPTH. 8.ALL WATER LINE TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 9.CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. 10.CONTRACTOR SHALL PROVIDE WATER SYSTEM AS-BUILT INFORMATION INCLUDING VALVE AND PIPE LOCATIONS, WATER METER LOCATIONS, WATER METER RIM ELEVATIONS, AND FIRE HYDRANT LOCATIONS. AS-BUILT INFORMATION SHALL BE SURVEYED BY A THIRD PARTY SURVEYOR HIRED BY THE CONTRACTOR. AS-BUILT POINT DATA SHALL BE PROVIDED TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME COORDINATE SYSTEM AND DATUM AS THE PROJECT FILES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 11.ALL WORK PERFORMED TO THE SITE FIRE SERVICE LINES SHALL BE PERFORMED BY A LICENSED FIRE SPRINKLER CONTRACTOR. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE WORK AND SHALL PERFORM ALL TESTING AS REQUIRED. 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. 1.ALL CONSTRUCTION WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND THE ENVIRONMENTAL PROTECTION AGENCY (EPA). 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. 12.LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES, AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND UTILITIES WHICH MAY EXIST ON THE SITE HAVE NOT BEEN SURVEYED AND ARE NOT ALL EXHIBITED ON THIS PLAN. IN ADDITION TO VERIFICATION OF THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE (1-800-342-1585), AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. POTHOLING IS REQUIRED CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, DEPTH, SIZE, AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS, AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS (IE. STRUCTURES, PIPE, VALVES, FITTINGS, APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, CONTRACTOR SHALL PROVIDE EXISTING UTILITY SURVEY POINT DATA FOR THE CONFLICTING UTILITY TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME COORDINATE SYSTEM AND DATUM AS THE PROJECT CAD FILES. CONTRACTOR SHALL COMPLETE POTHOLING WELL IN ADVANCE OF THE NEED TO ORDER MATERIALS SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 15.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. 16.CONTRACTOR SHALL REMAIN IN FULL COMPLIANCE WITH ALL APPLICABLE POLICIES, ORDINANCES OR OTHER REQUIREMENTS OF ALL AGENCIES, MUNICIPALITIES OR POLITICAL SUBDIVISION HAVING JURISDICTION. 17.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF WORK. 18.THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO (2) YEARS FROM THE DATE OF ACCEPTANCE. 19.ALL WORK PERFORMED IN THE PUBLIC RIGHT-OF-WAY REQUIRES THE CONTRACTOR TO OBTAIN A WORK PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT 24-HOURS PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. 20.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. 21.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. 22.ALL LOGS, STUMPS, ROOTS, BRUSH, VEGETATION OR OTHER DEBRIS NOT SUITABLE FOR STRUCTURAL FOUNDATION SHALL BE REMOVED FROM CONSTRUCTION AREAS. THICKNESS OF TOPSOIL TO BE REMOVED MAY BE ADJUSTED BY THE OWNER'S GEOTECHNICAL INSPECTOR BASED ON ACTUAL FIELD CONDITIONS. ALL TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED ON SITE AS DIRECTED BY OWNER, ARCHITECT OR PROJECT ENGINEER. STOCKPILED MATERIALS THAT ARE NOT USED ONSITE SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR AT THEIR EXPENSE, AS DIRECTED BY OWNER OR ARCHITECT. 23.ALL AGGREGATE COURSES OR SURFACES SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 800 OF THE ISPWC. 24.CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) 25.THE OWNER WILL EMPLOY AN INDEPENDENT MATERIALS TESTING AND INSPECTION AGENCY TO CONFIRM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE ALL NECESSARY TESTING AND INSPECTIONS. ALL TEST RESULTS SHALL BE PROVIDED TO THE CONTRACTOR, OWNER, ARCHITECT AND PROJECT ENGINEER FOR REVIEW IN A TIMELY FASHION, PRIOR TO COVERING UP TESTED WORK. RE-TESTING/REPLACEMENT OF SUBSTANDARD WORK SHALL BE PROVIDED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE AND RECEIVE APPROVAL FROM OWNERS GEOTECHNICAL REPRESENTATIVE FOR ALL SUBGRADES, PLACEMENT OF ALL AGGREGATE COURSES AND PAVEMENTS PRIOR TO PROCEEDING WITH SUBSEQUENT WORK. 26.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND AS-BUILT SURVEYING. CONSTRUCTION STAKING FOR SITE WORK AND SITE LIGHTING SHALL NOT BE PERFORMED FROM THE CIVIL PLANS OR ELECTRONIC FILES. ONLY CIVIL ENGINEERING WORK ITEMS SHALL BE STAKED FROM THE CIVIL PLANS AND ELECTRONIC FILES. 27.CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE HORIZONTAL AND VERTICAL LOCATIONS, TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 28.ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO CONCRETE (ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS AND ACHD STANDARDS. 29.RETAIN AND PROTECT ALL TREES, SHRUBS, AND UTILITIES UNLESS OTHERWISE NOTED. 30.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. 31.CONTRACTOR SHALL PREPARE AN EROSION AND SEDIMENT CONTROL PLAN (ESCP) FOR THE WORK WITHIN ACHD RIGHT-OF WAY AND SUBMIT (2) TWO COPIES OF THE COMPLETE PLAN TO ACHD CONSTRUCTION SERVICES AT THE TIME THE RIGHT-OF-WAY PERMIT APPLICATION IS SUBMITTED. ALLOW 72-HOURS FOR ACHD REVIEW AND APPROVAL. CONTRACTOR SHALL IMPLEMENT AND MANAGE ESCP AS REQUIRED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 30.CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE, AND IRRIGATION REPAIR FOR WORK TO BE CONSTRUCTED IN EXISTING IMPROVED AREAS. 31.CONTRACTOR SHALL RESET ANY EXISTING SURVEY MONUMENTATION INCLUDING BUT NOT LIMITED TO PROPERTY PINS, BRASS CAPS, DISTURBED AS RESULT OF CONSTRUCTION. 1.ALL EARTHWORK INCLUDING BUT NOT LIMITED TO CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, AND EROSION CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS AND THE PROJECT GEOTECHNICAL ENGINEERING REPORT. WORK ITEMS NOT COVERED BY THE PLANS AND SPECIFICATIONS OR GEOTECHNICAL INVESTIGATION SHALL BE COMPLETED IN ACCORDANCE WITH DIVISION 200 OF THE CURRENT EDITION OF THE ISPWC. WHERE CONFLICTS EXIST BETWEEN THE PROJECT PLANS AND SPECIFICATIONS, AND THE PROJECT GEOTECHNICAL INVESTIGATION, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2.CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. 3.CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. 4.IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. 5.CONTRACTOR SHALL OBTAIN APPROVAL OF ALL SUBGRADES FROM OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL MATERIAL. 6.NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. 7.STRIP AND STOCKPILE TOPSOIL PER THE GEOTECHNICAL REPORT RECOMMENDATION AND DISPOSE OF DEBRIS OFFSITE. THE DEPTH OF STRIPPING WILL VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE. SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT, AND STABILITY, AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE GEOTECHNICAL REPRESENTATIVE. LOCATION OF STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER PRIOR TO PLACEMENT. 8.TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AND RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL TESTING WITH GEOTECHNICAL REPRESENTATIVE. 9.STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL REPORT. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 10.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT OR TO REMAIN, AND WHICH TREES ARE TO BE REMOVED. 11.TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 12.NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 13.ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 14.ALL EXCESS EXCAVATED EARTH MATERIALS SHALL BE HAULED OFF SITE AND BE DISPOSED OF BY CONTRACTOR - NO SEPARATE PAYMENT SHALL BE MADE. CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C1.2 TOPOGRAPHIC SURVEY 40200 FEET CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C1.3 DEMOLITION PLAN 40200 FEET 1.RETAIN & PROTECT EXISTING WATER. 2.RETAIN & PROTECT EXISTING SEWER. 3.RETAIN & PROTECT EXISTING OVERHEAD POWER. 4.RETAIN & PROTECT EXISTING TELEPHONE. 5.RETAIN & PROTECT EXISTING POWER. 6.RETAIN & PROTECT EXISTING GAS. 7.RETAIN & PROTECT EXISTING GRAVITY IRRIGATION. 8.RETAIN & PROTECT EXISTING SIGNAL J BOX AND ASSOCIATED UNDERGROUND. 9.RETAIN & PROTECT EXISTING CURB, GUTTER & SIDEWALK. 10.RETAIN & PROTECT EXISTING ASPHALT. 11.REMOVE TREE AND ROOT BALL. THE OPEN EXCAVATION SHALL BE BACKFILLED WITH COMPACTED GRANULAR STRUCTURAL FILL PER GEOTECHNICAL REPORT (6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557). BACKFILL SHALL BE WITNESSED AND TESTED BY OWNER'S GEOTECHNICAL REPRESENTATIVE - CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING. 12.REMOVE EXISTING LANDSCAPE IMPROVEMENTS. 13.REMOVE EXISTING FENCE. 14.RE-EXCAVATE EXISTING TEST PIT TO NATIVE UNDISTURBED SOIL. THE OPEN EXCAVATION SHALL BE BACKFILLED WITH COMPACTED GRANULAR STRUCTURAL FILL PER GEOTECHNICAL REPORT (6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557). BACKFILL SHALL BE WITNESSED AND TESTED BY OWNER'S GEOTECHNICAL REPRESENTATIVE - CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING. 15.REMOVE EXISTING STRUCTURE. 16.SAWCUT AND REMOVE EXISTING PAVEMENT - SEE SHEET C2.0 FOR ADDITIONAL REQUIREMENTS. Keyed Notes 1 1.ALL DEMOLITION IS INCIDENTAL TO THE WORK. 2.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, AT CONTRACTOR'S EXPENSE, TO COMPLETE ALL WORK. WORK TO BE COMPLETED WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A PERMIT FROM ACHD. 3.ALL TRENCHING AND BACKFILL FOR REMOVAL OF UTILITIES, STRUCTURES, TREES & ROOT BALLS, AND OTHER ITEMS TO BE DEMOLISHED, SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE PROJECT GEOTECHNICAL REPORT - CONTRACTOR SHALL COORDINATE COMPACTION TESTING AT A FREQUENCY TO BE ESTABLISHED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. MATERIALS USED TO FILL RESULTANT EXCAVATIONS SHALL BE 6" UNCRUSHED AGGREGATE BASE PER ISPWC, COMPACTED IN 12" MAX LIFTS TO 95% MAX DRY DENSITY PER ASTM D1557. 4.COORDINATE WITH LANDSCAPE ARCHITECT TO CLEARLY MARK TREES TO BE REMOVED, AND TREES TO BE SAVED PRIOR TO THE START OF DEMOLITION. 5.SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL SAWCUT OR PAVEMENT REPAIR. Notes 1 2 2 2 3 3 3 4 5 6 7 7 7 8 1 9 9 10 10 10 11 11 12 13 13 13 14 15 16 105 SF MEDIA 102 3086 SF GARAGE 103 62 SF RR 104 25 SF MECH 105 89 SF FILE 106 94 SF OFFICE 107 94 SF OFFICE 108 93 SF OFFICE 109 356 SF OPEN OFFICE 111 234 SF ENTRY 112 191 SF CONFERENCE/ BREAK 113 278 SF SITE STORAGE 114 BOOK KEEPING 118 SF CLINT 115 94 SF VINCENT 116 M FINISHED FLOOR EL: 2643.00 N: 703627.5051 E: 2459750.7947 N: 703629.9198 E: 2459750.7984 N: 703631.9228 E: 2459748.8014 N: 703631.9442 E: 2459734.4904 N: 703677.3447 E: 2459734.8939 N: 703677.2843 E: 2459816.3939 N: 703677.2798 E: 2459822.3939 N: 703680.2858 E: 2459814.3961 N: 703677.2858 E: 2459814.3939 N: 703680.3443 E: 2459735.3961 N: 703680.2783 E: 2459824.3939 N: 703677.2783 E: 2459824.3961 N: 703661.7821 E: 2459822.3824 N: 703661.7821 E: 2459816.3824 N: 703658.2783 E: 2459824.3798 N: 703658.2858 E: 2459814.3798 N: 703658.3306 E: 2459753.8798 N: 703654.3306 E: 2459753.8768 N: 703656.3291 E: 2459755.8783 N: 703654.2394 E: 2459876.8768 N: 703658.2394 E: 2459876.8798 N: 703643.2629 E: 2459905.0154 N: 703649.7607 E: 2459900.2372 N: 703654.2048 E: 2459887.4896 N: 703664.1473 E: 2459890.9558 N: 703668.1507 E: 2459886.3871 N: 703677.2324 E: 2459886.3939 N: 703680.2328 E: 2459885.8961 N: 703677.2339 E: 2459884.3939 N: 703659.6754 E: 2459903.6937 N: 703658.7148 E: 2459907.9765 N: 703658.6077 E: 2459914.2777 N: 703658.5567 E: 2459917.2772 N: 703666.0556 E: 2459917.4047 N: 703677.2231 E: 2459917.5946 N: 703677.1380 E: 2459922.5940 N: 703682.1373 E: 2459922.6789 N: 703682.2223 E: 2459917.6796 N: 703687.2216 E: 2459917.7646 N: 703686.9921 E: 2459931.2627 N: 703687.0352 E: 2459928.7281 N: 703657.9632 E: 2459922.7679 N: 703627.9676 E: 2459922.2579 N: 703627.5611 E: 2459916.7502 N: 703627.6121 E: 2459913.7506 N: 703627.6461 E: 2459911.7509 N: 703619.9687 E: 2459922.1219 N: 703619.9772 E: 2459921.6220 N: 703620.0962 E: 2459914.6230 N: 703616.0968 E: 2459914.5550 N: 703620.2322 E: 2459906.6241 N: 703616.2328 E: 2459906.5561 N: 703620.8134 E: 2459904.6337 N: 703615.7196 E: 2459904.5471 N: 703583.0135 E: 2459905.9913 N: 703567.0347 E: 2459920.7218 N: 703562.0354 E: 2459920.6367 N: 703567.1197 E: 2459915.7225 N: 703562.1204 E: 2459915.6375 N: 703556.6886 E: 2459916.0234 N: 703556.8916 E: 2459929.0505 N: 703569.7374 E: 2459867.6955 N: 703572.9414 E: 2459897.2676 N: 703627.1447 E: 2459860.1278 N: 703632.2562 E: 2459860.1317 N: 703583.0478 E: 2459860.0948 N: 703569.5194 E: 2459828.2635N: 703568.0888 E: 2459772.4925 N: 703570.4610 E: 2459736.9166 N: 703586.1010 E: 2459726.0868 N: 703608.0761 E: 2459727.6240 N: 703639.0077 E: 2459725.6334 N: 703655.5082 E: 2459724.3945 N: 703665.6160 E: 2459726.4193 CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 C1.4 SITE LAYOUT PLAN 13.50 '10.00'Feet 0 10 20 TRASH ENCLOSURE 25.00' LANDSCAPE BUFFER20.00' LANDSCAPE BUFFER 25.15' VARIES 20.00'4.00'9.79'4.90'4.42'6.98'5.85'6.94'5.11'5.00'8.00' 10.00' 5.00' 9.50' 18.00'5.00'7.00'5.00'6.50'30.00'8.00'8.00'5.00'5.00'5.00'10.97'3.00'3.00'5.00'5.00'9.00' TYP.19.00' TYP.9.00' TYP.19.00' TYP.8.15'8.00' 8.00' 6.00'4.00'4.00'25.92'26.00'6.67'45.90' 53.89' 46.58' 18.69'R2.00'R3.00'R4.00'R10.00'R5 . 0 0 ' 8.00'4.00'9.61'10.43'15.00' 31.00'5.00'6.00'6.00'25.00'123.00'32.71'44.10'10.00'3.00'10.06'25.00' ROW S. TRUSS PL.N. LOCUST GROVE RD.9.50' 105 SF MEDIA 102 3086 SF GARAGE 103 62 SF RR 104 25 SF MECH 105 89 SF FILE 106 94 SF OFFICE 107 94 SF OFFICE 108 93 SF OFFICE 109 356 SF OPEN OFFICE 111 234 SF ENTRY 112 191 SF CONFERENCE/ BREAK 113 278 SF SITE STORAGE 114 BOOK KEEPING 118 SF CLINT 115 94 SF VINCENT 116 M AC-MATCH EX: 2641.49 AC-MATCH EX: 2641.43 AC-MATCH EX: 2642.05 AC-MATCH EX: 2641.95-1.0%-0.5%-1.2%-1.0%-2.9% -2.1% -1.6% -1.5% -1.5% -1.6% -1.6% -1.0% -1.0% -1.5%-5.4%-5.1%-1.0% -1.0% -1.5%-0.5%-6.4%-1.5% -1.5% -1.5% RIM: 2641.78 RIM: 2641.81 TBC: 2641.75 TBC: 2641.37 TBC: 2641.52-0.5%-0.5%TBC: 2642.03 TBC: 2642.30-0.5%-1.0% -1.0%-7.5%-6.1%-0.3% CON: 2642.35 AC: 2641.97 AC: 2641.97 CON: 2642.08 CON: 2642.10 CON: 2641.85 TBC: 2641.80 -0.5%-0.5%LIP: 2641.46 LIP: 2641.59 FG-MATCH: 2642.41FG-MATCH: 2642.66FG-MATCH: 2642.86FG-MATCH: 2643.13FG-MATCH: 2643.83 FG-MATCH: 2643.15 FG-MATCH: 2643.34 FG-MATCH: 2644.16 FG-MATCH: 2645.26 FG-MATCH: 2643.16 CON: 2642.90 CON: 2643.00-1.5%-3.6%RIM: 2641.24 - 1 . 9% - 3 . 3%-1.2%-1.0%-1.0%-0.4%-0.4%-2.1% -2.7% -2.5% LIP: 2641.72 LIP: 2641.74 LIP: 2641.75 LIP: 2641.64 LIP: 2642.52 LIP: 2641.52 -2.6% -2.5%-3.8%-3.8% -2.4% -3 .2% -0.0%-0.0% LIP=CON: 2642.90 LIP: 2642.98 LIP: 2642.89 -0.2%-1.0% -1.0%-1.2%0.0%- 1 . 0% -0.5%-3.6%-3.1%-2.4%-1.9%-1.5%-4.1% LIP: 2642.02 LIP: 2642.02 LIP: 2642.02 -1 .3% -1 .1%-1.8%-1.9%-1.2%-2.1 % -1.2%-2.7%LIP: 2641.71 LIP: 2641.57 -2.3% LIP: 2642.34 LIP: 2642.60 LIP: 2642.56 -2.0%-1 . 5 % LIP: 2642.16 LIP: 2642.86 LIP: 2642.63 LIP: 2642.63 FL: 2642.50 -0.5%-0.5% LIP: 2642.28LIP: 2642.33 LIP: 2642.30 LIP: 2642.33LIP: 2642.38 -1.5%-1.4%TBCR: 2643.13 TBCR: 2643.09 TBCR: 2642.86TBCR: 2642.91 TBCR: 2642.80 CON: 2643.00CON: 2643.00CON: 2643.00CON: 2643.00 CON: 2643.00 CON: 2643.00CON: 2643.00 -1.3%-1.0%0.0%-1.0%-1.0%-1.0% CON: 2642.99 CON: 2642.99 CON: 2642.98 CON: 2642.96CON: 2642.96 TBCR: 2643.51 TBCR: 2643.39 TBCR: 2643.42 -1.0%TVC: 2643.46 CON: 2643.00 CON: 2643.00 CON: 2642.92 CON: 2642.92-1.5%FG: 2642.50 FG: 2642.50 FG: 2642.50FG: 2642.50 FG: 2642.50FG: 2642.50 FG: 2642.50 FG: 2642.50 FG: 2642.50 0.0% 0.0%0.0%-1.00% -11.7% -6.6 %-15.5%-8.9%-9.6%-26.6% -20.8% -27.2% -6.9%-16.5%-13.6% -13.0% -12.9% -15.9%-17.1%-22.6%-18.4%-15.1%-18.6%-28.2%-23.0%-16.5%-16.5%-18.3%FL: 2641.24 N: 703663.8519 E: 2459726.0501 FL: 2641.24 N: 703655.5082 E: 2459724.3945 FL: 2641.41 N: 703639.0077 E: 2459725.6334 FL: 2641.72 N: 703608.0761 E: 2459727.6240 FL: 2641.50 N: 703586.1010 E: 2459726.0868 FL: 2641.30 N: 703570.4610 E: 2459736.9166 FL: 2640.94 N: 703568.0888 E: 2459772.4925 FL: 2640.37 N: 703569.5194 E: 2459828.2635 FL: 2638.94 N: 703569.7374 E: 2459867.69550.0%-1.0%-1.0%-1.0%- 1 . 0% -1.0% -1.0% -3.6% -20.9% TBCR: 2641.60 TBCR: 2642.17 TBCR: 2642.27 TBCR: 2642.23 TBC: 2642.02TBC: 2642.94 FG: 2639.00 FG: 2638.57 FG: 2638.57FG: 2638.82 TBCR: 2642.02 TBCR: 2641.47 TBCR: 2642.10 TBCR: 2642.24 TBCR: 2642.55 TBCR: 2642.69 TBCR: 2642.87 CON: 2642.05 CON: 2641.74 CON: 2642.05 CON: 2641.85 0.0%-1.0%-1.6% EG: 2642.28EG: 2642.50EG: 2642.54EG: 2642.83 -2.0%-1.6%-2.0%-1.9%-2.0%-2.0%-2.1%FG-MATCH: 2643.08 FG-MATCH: 2642.48 FG-MATCH: 2642.51 FG-MATCH: 2641.89 FG-MATCH: 2641.73 -10.8%-12.3%-8.2%-2.8%-5.9%FINISHED FLOOR EL: 2643.00 -1.8% LIP: 2641.61 LIP: 2641.64 -37.9%-35.1%-35.5%-32.4%-33.1%-35.1%1+002+00STA: 1+25.00, 16.00' R LIP: 2641.39 STA: 1+30.00, 16.00' R LIP: 2641.33 STA: 1+49.17, 16.00' R LIP: 2641.42 STA: 1+41.17, 16.00' R LIP: 2641.38 STA: 1+79.17, 16.00' R LIP: 2641.57 STA: 1+87.17, 16.00' R LIP: 2641.61 STA: 2+40.12, 16.00' R LIP: 2641.88 STA: 2+45.12, 16.00' R LIP: 2641.90 TBC: 2641.41 -1.7%-1.3%-1.5%-1.5%-1.7%-1.7%-1.4%-0.0%-0.0% CON: 2642.90 CON: 2642.90 CON: 2642.90 CON: 2642.08 CON: 2642.06 -3.4% -3.8% AC: 2641.41 AC: 2641.46 AC: 2641.34 -2.5%-1.0%-1.0%-6.8%-6.8%-1.8%-0.9%CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 C2.0 GRADING PLAN FEET 0 10 20 S. TRUSS PL.N. LOCUST GROVE RD.25.00' ROW DRAINAGE SWALE #1 BOTTOM DRAINAGE WINDOW AREA = 156 SQ.FT. DRAINAGE SWALE #2 BOTTOM DRAINAGE WINDOW AREA = 30 SQ.FT.9.61'10.43'31.00'5.00'6.00'6.00'10.00'3.00'10.06'30.00'1 1.SEE SHEET C4.2 AND THE PROJECT GEOTECHNICAL REPORT FOR EARTHWORK REQUIREMENTS. 2.SEE ELECTRICAL PLANS FOR SITE LIGHTING REQUIREMENTS. 3.ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED. 4.ALL SIDEWALKS ARE PEDESTRIAN ROUTES AND SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) SHALL NOT BE GREATER THAN 5.0%; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. LONGITUDINAL SLOPE OR CROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED. 5.SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL SAWCUT OR PAVEMENT REPAIR. 6.RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER - COVER SHALL SLOPE TO MATCH SURROUNDING GRADES. 7.TRANSITIONS BETWEEN STANDARD GUTTER PLATE CURB (TBC) AND REVERSE GUTTER PLATE CURB (TBCR) SHALL BE SMOOTH WITH NO STANDING WATER PERMITTED IN CURB LINE. Notes 1Keyed Notes 1.RETAIN & PROTECT EXISTING POWER. 2.RETAIN & PROTECT EXISTING GAS. 3.RETAIN & PROTECT EXISTING TELEPHONE. 4.RETAIN & PROTECT EXISTING SIGNAL AND ASSOCIATED UNDERGROUND. 5.RETAIN & PROTECT EXISTING GRAVITY IRRIGATION. 6.RETAIN & PROTECT EXISTING CURB, GUTTER AND SIDEWALK. 7.RETAIN & PROTECT EXISTING ASPHALT. 8.6" VERTICAL CURB AND GUTTER (TBC) - (SEE 1/C4.0). 9.PROVIDE SMOOTH TRANSITION OF GUTTER PLATE FROM TBC TO TBCR. 10.6" REVERSE VERTICAL CURB AND GUTTER (TBCR) - (SEE 2/C4.0). 11.6" VERTICAL CURB WITHOUT GUTTER, TVC - (SEE 3/C4.0). 12.ONSITE CONCRETE SIDEWALK - (SEE 6/C4.0). 13.CONCRETE PEDESTRIAN RAMP PER ADA STANDARDS. THE LONGITUDINAL SLOPE OF THE PEDESTRIAN RAMP SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. SLOPES. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. TRUNCATED DOMES SHALL BE TRAFFIC YELLOW. 14.ONSITE RIGID CONCRETE PAVEMENT- (SEE 7/C4.0). 15.CONSTRUCT FLOW LINE IN PAVEMENT WITH POSITIVE DRAINAGE AS SHOWN. 16.ASPHALT PAVEMENT - (SEE 1/C4.1) 17.UNDER SLAB AND UNDER FOOTING EARTHWORK PREPARATION REQUIREMENTS - (SEE 1/C4.2). 18.CONSTRUCT SWALE WITH POSITIVE DRAINAGE AS SHOWN. 19.SWALE DRAINAGE WINDOW - (SEE 4/C4.1) 20.SAWCUT AND MATCH EXISTING PAVEMENT. 21.ASPHALT PATCH SHALL SLOPE DOWNWARD TOWARD CURB LINE @1.0 %- 4.0%. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM THAT REQUIRED PAVEMENT SLOPES WILL BE ACHIEVED BASED ON THE DESIGN CURB AND MATCH ASPHALT ELEVATIONS PROVIDED PRIOR TO START OF CONSTRUCTION. CONTACT ENGINEER IMMEDIATELY IF PLAN ADJUSTMENTS ARE REQUIRED TO ACHIEVE THE REQUIRED PATCH SLOPES - NO SEPARATE PAYMENT SHALL BE PROVIDED TO CONTRACTOR FOR GRADE ADJUSTMENTS. 22.ADA PARKING, LOADING AREA AND ACCESSIBLE ROUTE TO BUILDING - GRADES IN THIS AREA SHALL NOT EXCEED 1.9% IN ANY DIRECTION. NON-CONFORMING WORK SHALL BE REMOVED AND REPLACED. 23.4" WHITE PARKING LOT STRIPING. 24.ACCESSIBLE PARKING SIGNAGE PER ADA STANDARDS - (SEE 6/C4.1). 25.4" DIAGONAL STRIPING PER ADA STANDARDS (WHITE). 26.ACCESSIBLE PARKING STALL STRIPING PER ADA STANDARDS - (SEE 5/C4.1). 27.PROPERTY LINE. 28.GRADE BREAK. 29.6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL DRAWING NO. SD-701 - (SEE 1/C4.4). 30.CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING NO. SD-708 - (SEE 2/C4.4). 31.CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL DRAWING NO. SD-708 - (SEE 3/C4.4). 32.CONCRETE CURB TERMINUS PER ACHD SUPPLEMENTAL DRAWING NO. SD-707. 33.TERMINUS BARRICADE TYPE II PER ACHD SUPPLEMENTAL DRAWING NO. SD-1132A - (SEE 5/C4.5). 34.TEMPORARY ASPHALT PEDESTRIAN RAMP AND LANDING - (SEE 1/C4.1). 35.TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS FOR REQUIREMENTS. 36.GRAVEL SHOULDER - (SEE 2/C4.3). 37.APPROXIMATE GRADING LIMIT. 38.VALLEY GUTTER SHALL DISCHARGE TO PAVEMENT FLOW LINE - NO STANDING WATER IS PERMITTED IN GUTTER OR ON PAVEMENT. 39.3-FOOT CURB TERMINUS. 40.SEE S. TRUSS PL. LIP OF GUTTER PROFILE ON 1/C4.6. 41.SEE S. TRUSS PL. TYPICAL SECTION ON 2/C4.6. 1 1 2 2 3 4 5 5 5 6 6 7 7 7 7 7 7 8 9 10 10 10 1010 1010 10 10 11 12 12 134.00'8.00' 14 14 14 14 14 14 15 16 16 16 16 16 16 16 16 16 16 16 17 17 17 17 17 17 18 18 18 18 18 19 19 20 20 21 21 21 22 22 23 23 24 25 26 27 27 27 27 28 28 29 29 29 29 3030 31 31 31 32 32 33 33 34 34 35 3636 3737 38 39 39 40 41 40 41 40 41 C/L S. TRUSS PL. 16.00' 16.00' 9.50' 9.50' 6.50' 12 105 SF MEDIA 102 3086 SF GARAGE 103 62 SF RR 104 25 SF MECH 105 89 SF FILE 106 94 SF OFFICE 107 94 SF OFFICE 108 93 SF OFFICE 109 356 SF OPEN OFFICE 111 234 SF ENTRY 112 191 SF CONFERENCE/ BREAK 113 278 SF SITE STORAGE 114 BOOK KEEPING 118 SF CLINT 115 94 SF VINCENT 116 M N: 703628.6430 E: 2459788.7230 4" IE: 2640.28 FINISHED FLOOR EL: 2643.00 N: 703630.6400 E: 2459790.7201 4" IE: 2640.25 2.82 LF 4" SDR 35 PVC @ 1.0% 35.13 LF 4" SDR 35 PVC @ 1.0%35.15 LF 4" SDR 35 PVC @ 1.0% 2.00 LF 4" SDR 35 PVC @ 1.0% 2.00 LF 4" SDR 35 PVC @ 1.0% 46.19 LF 4 " C 9 0 0 P V C @ 1 . 0 %55.17 LF 10" C900 PVC @ 0.50%12.29 LF 10" SDR 35 PVC @ 0.50% 10" IE: 2638.57 N: 703572.9414 E: 2459897.268 30" CB #1 RIM EL: 2641.52 N: 703584.9712 E: 2459904.001 10" IE: 2638.63 30" CB #2 RIM EL: 2641.24 N: 703643.2192 E: 2459904.991 10" IE: 2638.89 4" IE: 2639.09 N: 703630.5903 E: 2459858.9987 4" IE: 2639.55 N: 703628.5903 E: 2459858.9987 4" IE: 2639.57 N: 703630.5904 E: 2459823.8468 4" IE: 2639.90 N: 703628.5904 E: 2459823.8468 4" IE: 2639.92 RIM EL: 2641.78 RIM EL: 2641.81 ACHD DI#1 RIM EL: 2641.33 N: 703676.1042 E: 2459924.577 12" IE OUT: 2638.33 (W) Q25: 0.18 CFS Q100: 0.21 CFS FG: 2641.37 0.50 LF 12" SDR 35 PVC @ 1.0% V100: 0.21 FPS12" IE: 2638.32 ACHD S&G TRAP #1 1000 GAL S&G TRAP TOP OF LOWER BAFFLE EL: 2638.12 18" IE OUT: 2637.27 (S) ACHD SEEPAGE BED #1 CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 1.SEE SHEET C4.2 AND THE PROJECT GEOTECHNICAL REPORT FOR EARTHWORK REQUIREMENTS. 2.ALL PIPE FITTINGS INCLUDING BUT NOT LIMITED TO BENDS, TRANSITIONS, TEES, AND REDUCERS ARE NOT CALLED OUT ON THE PLANS AND ARE INCIDENTAL TO THE STORM DRAIN SYSTEM. CONTRACTOR SHALL PROVIDE ALL FITTINGS INCLUDING BUT NOT LIMITED TO BENDS, TRANSITIONS, TEES, AND REDUCERS AS REQUIRED TO COMPLETE THE STORM DRAIN SYSTEM. ALL FITTINGS AND PIPING SHALL BE SDR 35 PVC UNLESS SPECIFICALLY NOTED TO BE C-900 PVC - FITTINGS JOINING C-900 PVC PIPE SHALL BE 900 PVC. 3.ADJUST STRUCTURE FRAMES AND COVERS TO MATCH FINAL FINISHED GRADE ELEVATIONS AND SLOPE. (SEE GRADING PLANS). 4.ALL TRENCHING AND BACKFILL FOR STORM DRAIN CONSTRUCTION SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE PROJECT GEOTECHNICAL REPORT, AND THE CURRENT EDITION OF THE ISPWC. 5.BUIDLING CONTRACTOR SHALL PROVIDE TERMINATIONS FROM THE SITE ROOF DRAIN STUB LOCATIONS SHOWN, AND MAKE THE CONNECTIONS TO BUILDING. BUILDING CONTRACTOR SHALL PROVIDE ALL FITTINGS AND TRANSITIONS AS REQUIRED - NO SEPARATE PAYMENT SHALL BE MADE. 6.ALL TRAFFIC RATED CLEANOUTS SHALL HAVE CONCRETE COLLARS PER ISPWC SD-506A UNLESS SPECIFICALLY NOTED OTHERWISE. 7.PROVIDE CONCRETE COLLARS FOR ALL MANHOLES PER THE ISPWC. 8.TEMPORARY INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED WITHIN ALL STORM DRAIN INLETS THROUGHOUT THE DURATION OF CONSTRUCTION. TEMPORARY INLET PROTECTION SHALL BE REMOVED UPON COMPLETION OF ALL LANDSCAPING, FINAL SITE CLEANUP AND PARKING LOT SWEEPING. 9.PROVIDE SPLASH PADS FOR ALL DOWNSPOUTS THAT ARE NOT CONNECTED TO THE SITE STORM DRAIN SYSTEM - SEE ARCHITECTUAL PLANS FOR REQUIREMENTS. Notes Keyed Notes 1.1,000 GALLON SAND AND GREASE TRAP (SG) - (SEE 2/C4.1). 2.SEEPAGE BED SECTION - (SEE 1/C4.3). 3.SEEPAGE BED MONITORING WELL PER ACHD SUPPLEMENTAL STD. DWG. NO. SD-627 - (SEE 6A &6B/C.4.4). 4.30" DIA. CONCRETE CATCH BASIN - (SEE 3/C4.1). 5.TRAFFIC RATED CLEAN OUT PER ISPWC SD-506A - PROVIDE CONCRETE COLLAR (SEE SHEET 4/C4.5). 6.DOWN SPOUT CONNECTION - SEE ARCHITECTURAL PLANS FOR REQUIREMENTS. 7.CAP END. 8.TYPE-1 INLET CATCH BASIN PER ACHD SUPPLEMENTAL STD. DWG. NO. SD-601 - (SEE 3/C4.5). 9.CMP FLARED END SECTION WITH TRASH GRATE. GRADE AROUND PIPE SO THAT THE EXTERIOR PIPE WALLS ARE NOT VISIBLE FROM THE GROUND SURFACE. 1 1 C2.1 STORM DRAIN PLANS. TRUSS PL.N. LOCUST GROVE RD.20100 FEET 5.00'14.00'5.00'25' MIN.50.00'165°74 °152°135°9 0 ° 90 ° DRAINAGE SWALE #1 BOTTOM DRAINAGE WINDOW AREA = 156 SQ.FT. SEE GRADING PLANS FOR DRAINAGE WINDOW DIMENSIONS DRAINAGE SWALE #2 BOTTOM DRAINAGE WINDOW AREA = 30 SQ.FT. SEE GRADING PLANS FOR DRAINAGE WINDOW DIMENSIONS 2 3 3 4 4 5 6 6 6 7 8 9 5 105 SF MEDIA 102 3086 SF GARAGE 103 62 SF RR 104 25 SF MECH 105 89 SF FILE 106 94 SF OFFICE 107 94 SF OFFICE 108 93 SF OFFICE 109 356 SF OPEN OFFICE 111 234 SF ENTRY 112 191 SF CONFERENCE/ BREAK 113 278 SF SITE STORAGE 114 BOOK KEEPING 118 SF CLINT 115 94 SF VINCENT 116 M 1" WATER SERVICE N: 703612.8141 E: 2459914.499 1" WATER SERVICE N: 703609.3902 E: 2459914.441 53.26 LF 4" @ 2% 91.94 LF 4" @ 2% 4.22 LF 4" @ 2% FINISHED FLOOR EL: 2643.00 24.14 LF 4" @ 26.2%± N: 703634.6380 E: 2459939.0144 8" IE: 2629.00± 4" IE: 2629.67± N: 703609.4626 E: 2459910.1829 1" PI STUB N: 703630.6885 E: 2459772.7043 2" WATER SERVICE STUB 165 LF 2" WATER N: 703630.6676 E: 2459769.6662 4" IE: 2639.00 N: 703634.8917 E: 2459769.6693 4" IE: 2638.91 N: 703634.7540 E: 2459861.6134 4" IE: 2637.07 N: 703634.6742 E: 2459914.8709 4" IE: 2636.00 CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K SONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELIMINARYNOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 1 FEET 0 20 40 Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O EXISTING FIRE HYDRANT 1.RETAIN & PROTECT EXISTING WATER. 2.RETAIN & PROTECT EXISTING SEWER. 3.RETAIN & PROTECT EXISTING OVERHEAD POWER. 4.RETAIN & PROTECT EXISTING TELEPHONE. 5.RETAIN & PROTECT EXISTING POWER. 6.RETAIN & PROTECT EXISTING GAS. 7.RETAIN & PROTECT EXISTING GRAVITY IRRIGATION. 8.RETAIN & PROTECT EXISTING SIGNAL J BOX AND ASSOCIATED UNDERGROUND. 9.MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN NON-POTABLE PIPES AND WATER LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1, AND DETAIL 1/C3.0. 10.1" WATER SERVICE, METER, & SETTER PER CITY OF MERIDIAN STANDARD DRAWING W1 & W2. 11.CONNECT TO 1" WATER AT DOWNSTREAM SIDE OF METER - PROVIDE TRANSITION FITTINGS A NEEDED. 12.2" DOMESTIC WATER SERVICE STUB - PROVIDE REDUCER/FITTINGS AS REQUIRED - SEE PLUMBING PLANS FOR CONTINUATION. 13.1" PRESSURE IRRIGATION STUB - SEE LANDSCAPE PLANS FOR BACK FLOW PREVENTION REQUIREMENTS AND CONTINUATION. 14.THE DOMESTIC WATER SERVICE REQUIRES A BACKFLOW PREVENTION DEVICE AT THE POINT OF ENTRY TO THE BUILDING. THE TYPE OF DEVICE IS CONTINGENT UPON THE DEGREE OF HAZARD AND MUST MEET IDEQ REQUIREMENTS. SEE PLUMBING PLAN FOR BACK FLOW PREVENTION REQUIREMENTS. 15.CONTRACTOR SHALL FIELD VERIFY EXISTING SEWER INVERT ELEVATION AND PIPE SIZE AT THE POINT OF CONNECTION TO THE EXISTING SEWER SERVICE PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED, OR IF THE DESIGN SERVICE STUB ELEVATION AT THE BUILDING CANNOT BE ACHIEVED. 16.SEWER SERVICE - 4" DIAMETER TYPE "B" PER ISPWC SD-511. 17.TRAFFIC RATED CLEANOUT PER ISPWC SD-506A WITH CONCRETE COLLAR - (SEE SHEET 4/C4.5). 18.4" SEWER STUB - SEE PLUMBING PLANS FOR CONTINUATION. 19.NEW GAS SERVICE BY INTERMOUNTAIN GAS COMPANY. CONTRACTOR SHALL COORDINATE NEW GAS SERVICE INSTALLATION WITH INTERMOUNTAIN GAS COMPANY. OWNER WILL PAY INTERMOUNTAIN GAS COMPANY DIRECTLY FOR THE NEW GAS SERVICE FROM THE MAIN LINE TO THE METER. CONTRACTOR SHALL STAKE RUNNING LINE FOR INTERMOUNTAIN GAS. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION - NO SEPARATE PAYMENT SHALL BE MADE. 20.NEW GAS METER - COORDINATE FINAL METER LOCATION WITH INTERMOUNTAIN GAS - SEE MECHANICAL PLANS FOR ADDITIONAL REQUIREMENTS. 1 TYPICAL WATER & NON POTABLE PIPE CROSSING C3.0 1 NON POTABLE PIPE PROVIDE TEMPORARY PIPE SUPPORT AND SHORING AS REQUIRED WATER LINE 45° BEND 45° BEND 45° BEND 45° BEND AS REQUIRED TO ACHIEVE CLEARANCE AS REQUIRED TO ACHIEVE CLEARANCE USE CHIPS TO BACKFILL TO SPRING LINE OF THE PIPE THAT IS ABOVE THE WATER PIPE (SERVICE OR MAIN)18" MIN10'10' NOTES: 1.WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER. 2.CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. 3.CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 4.PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. 5.PROVIDE THRUST BLOCKS PER ISPWC. C3.0 UTILITY PLANN. TRUSS PL.S. LOCUST GROVE RD.1 2 2 2 3 3 3 4 5 6 7 7 7 8 9 9 9 10 10 11 9 12 1314 15 16 17 17 18 19 20 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF MERIDIAN CURRENT SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. 2.SEE THE PROJECT GEOTECHNICAL REPORT AND SHEET C4.2 FOR EARTHWORK REQUIREMENTS. 3.SEE ELECTRICAL PLANS FOR TRANSFORMER LOCATION, SITE ELECTRICAL, AND STREET LIGHTS. 4.ALL TRAFFIC RATED SEWER CLEANOUTS SHALL HAVE CONCRETE COLLARS PER ISPWC SD-506A. 5.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING FOR ALL UTILITY INSTALLATION. 6.CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL PLANS AND TRAFFIC CONTROL AS REQUIRED. 7.ALL TRENCHING AND BACKFILL FOR UTILITY INSTALLATION SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE PROJECT GEOTECHNICAL REPORT. SEE SHEET C1.1 "WATER NOTES & SEWER NOTES" FOR ADDITIONAL REQUIREMENTS. 8.PROVIDE CONCRETE COLLARS FOR ALL VALVES, MANHOLES, AND CLEANOUTS PER THE ISPWC. 9.ALL 2" WATER SERVICE LINES DOWNSTREAM OF THE METER SHALL BE POLYETHYLENE PIPE, 200 PSI, DR7, AWWA/ C906, PER ISPWC DIVISION 400 - PROVIDE ALL TRANSITION FITTINGS AS NEEDED. 10.ALL SURFACE RESTORATION INCLUDING BUT NOT LIMITED TO ASPHALT PAVEMENT, CONCRETE PAVEMENT, SIDEWALK, LANDSCAPING, IRRIGATION, AND CURB AND GUTTER ARE INCIDENTAL TO UTILITY WORK. CONTRACTOR SHALL ASSESS JOB CONDITIONS, AND SCOPE OF WORK, AND INCLUDE ALL SURFACE RESTORATION AS REQUIRED TO COMPLETE THE WORK IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 11.CONTRACTOR SHALL EVALUATE ALL POTABLE AND NON POTABLE UTILITY CROSSINGS FOR REQUIRED VERTICAL SEPARATION AND PROVIDE ALL WORK AND MATERIALS REQUIRED TO LOWER WATER PIPING UNDER NON-POTABLE LINES AS REQUIRED. ALL WORK SHALL BE INCLUDED IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 12.RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER - COVER SHALL SLOPE TO MATCH SURROUNDING GRADES. 13.ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. 14.ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. 15.RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT SHALL BE MADE. 16.PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS FROM THE SITE UTILITY STUBS SHOWN, AND MAKE CONNECTIONS TO BUILDING. 17.ADJUST ALL PRESSURE IRRIGATION RISERS, SERVICES, VALVE BOXES AND APPURTENANT ITEMS TO MATCH FINISHED GRADE AN SLOPE. CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C4.0 DETAILS - 0 GUTTER (SD-701) (TBCR) 6" REVERSE VERTICAL CURB & 2 C4.0 6"4"4" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 SEE ASPHALT PAVEMENT SECTION THICKNESS6"6-3/8"R=12"R=3-1/2"± 12"R=1"R = 1 2" 6"1'-6" 2'-0"5-3/4"1'-1/2"SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS EXTEND 6" MINUS UNCRUSHED AGGREGATE BASE UNDER CURB AS SHOWN 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 4,000 PSI CONCRETE NOTES 1.GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR 2.BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS SPECIFIED UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% MAX DRY DENSITY PER ASTM D1557 3.1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINTS OF RADII. 4.CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10-FEET MAXIMUM SPACING (8-FEET W/SIDEWALK). 5.MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. 6.BACKFILL AS PER SECTION-706. 7.PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. 8.SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. 9.ISPWC DETAIL SD-709 SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED BASE SECTION THICKNESS SHOWN. 6" VERTICAL CURB (NO GUTTER) NOTES 1.GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR 2.BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS SPECIFIED UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% MAX DRY DENSITY PER ASTM D1557 3.1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINTS OF RADII. 4.CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10-FEET MAXIMUM SPACING (8-FEET W/SIDEWALK). 5.MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. 6.BACKFILL AS PER SECTION-706. 7.PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. 8.SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. 9.ISPWC DETAIL SD-709 SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED BASE SECTION THICKNESS SHOWN.6"UNLESSOTHERWISESHOWNASPHALT PAVEMENT SECTION THICKNESS 3/4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 6" 6" VERTICAL CURB-NO GUTTER (SD-701A)3 C4.0 8"12"6"18"4"SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS EXTEND 6" MINUS UNCRUSHED AGGREGATE BASE UNDER CURB AS SHOWN 4,000 PSI CONCRETE 1" R 1 2" R 12" @ 2.0% MAX. (TYP.) FINISHED GRADE (SEE PLANS)1" TYP.GRADING AT EDGE OF SIDEWALK FINISHED GRADE (SEE PLANS) GRADING AT BACK OF CURBING AND CONCRETE PAVEMENT 5 C4.0 CURB TYPE VARIES (SEE PLAN) AND CONCRETE PAVEMENT NOTES 1.SEE LANDSCAPE PLANS FOR TOPSOIL AND SURFACING REQUIREMENTS. 2.THE FINISHED GRADE ADJACENT TO PEDESTRIAN FACILITIES SHALL SLOPE AT 2.0% MAX FOR A DISTANCE OF 1-FOOT.1" TYP.SCORED CONTROL JOINT CONSTRUCTION/EXPANSION JOINT CONCRETE JOINTS 4 C4.0 GRADING ADJACENT TO SIDEWALK, CURBING, AND VERTICAL TOLERANCES 8 C4.0 ONSITE CONCRETE SIDEWALK (ISPWC SD-709)6 C4.0 NOTES 1.SEE PLAN FOR SIDEWALK WIDTHS AND LOCATIONS. 2.SIDEWALK SHALL HAVE A LIGHT BROOM SURFACE FINISH. 3.BASE TO BE COMPACTED TO EXCEED 95% MAX DRY DENSITY PER ASTMD1557. 4.CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT EXCEED 1.50% +/- 0.25%; LONGITUDINAL SLOPE OF SIDEWALKS SHALL NOT EXCEED 4.6%. 5.JOINTS: SCORE SIDEWALKS AT INTERVALS AS SHOWN ON THE PLANS. SEE CONCRETE JOINTS DETAIL FOR ADDITIONAL REQUIREMENTS. 6.PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. 7.SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. 8.ISPWC DETAIL SD-709 SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED CONCRETE AND BASE SECTION THICKNESS SHOWN. ADJACENT BUILDING LINE, COLUMNS, FOUNDATION, CONCRETE FOOTINGS, OR FIXED STRUCTURE SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE II NON-SAG, CLASS A ISOLATION / EXPANSION JOINT SLOPE PER PLAN 5" THICK CONCRETE 4,000 PSI 6" OF 3/4" MINUS CRUSHED BASE MATERIAL AS PER SECTION-800 COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557. SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D15572.0' MIN.MEDIUM TO FINE TEXTURED BROOM FINISH TOOLED SCORE CONTRACTION JOINT 1 2" EDGE RADIUS (TYP.) CURVES SHALL BE TANGENT (TYP.) CURB WIDTH +/- 1/8 " GUTTER WIDTH +/- 1/8" C U R B R A D I I + / - 1 / 2 " 10-FOOT STRAIGHT EDGE MAX GAP = 1/4" WHEN STRAIGHT EDGE IS PLACED AGAINST TANGENT CURB SECTION CONCRETE CURB AND GUTTER SHOWN FOR ILLUSTRATION ONLY. REQUIREMENTS APPLY TO ALL CONCRETE CURBING TYPES, VALLEY GUTTERS, THICKENED EDGE SIDEWALK, CONCRETE PAVEMENT, AND SIDEWALKS CONCRETE HORIZONTAL NOTES 1.SEE PLANS FOR JOINT LAYOUT. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REVIEW THE CONCRETE JOINTING PLAN AND NOTIFY ENGINEER OF ANY JOINT PLAN MODIFICATIONS, OR ADDITIONS, PRIOR TO COMPLETING THE WORK. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. NOTES 1.CONCRETE HORIZONTAL, VERTICAL, AND SMOOTHNESS TOLERANCES APPLY TO ALL CONCRETE CURBING TYPES, VALLEY GUTTERS, THICKENED EDGE SIDEWALK, CONCRETE PAVEMENT, AND SIDEWALKS. 2.WHEN TOLERANCES SHOWN RESULT IN CONFLICT WITH AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS, ADA STANDARDS SHALL CONTROL. THERE IS NO TOLERANCE ABOVE THE ADA MAX SLOPE REQUIREMENTS FOR PEDESTRIAN FACILITIES. 3.HORIZONTAL TOLERANCES: COMPLIANCE WITH HORIZONTAL STRAIGHTNESS SHALL BE SUCH THAT THE MAX GAP = 1/4" WHEN A 10-FOOT STRAIGHT EDGE IS PLACED AGAINST THE FINISHED CONCRETE SURFACE. 4.ELEVATION TOLERANCES: ELEVATION COMPLIANCE SHALL BE +/- 1/8 INCH. 5.VERTICAL THICKNESS TOLERANCES: PLUS 3/8 INCH, MINUS 1/4 INCH. 6.SURFACE SMOOTHNESS: SURFACE SMOOTHNESS SHALL BE SUCH THAT THE MAX GAP = 1/4" WHEN A 10-FOOT STRAIGHT EDGE IS PLACED AGAINST THE FINISHED CONCRETE SURFACE, INCLUDING TANGENT SECTIONS OF CURBING. 7.CURBING WIDTH AND GUTTER WIDTH TOLERANCES SHALL BE +/- 1 8" FOR TANGENT SECTIONS AND RADII. 8.NON-CONFORMING WORK SHALL BE REMOVED AND REPLACED BY CONTRACTOR AT CONTRACTORS EXPENSE. NO SEPARATE PAYMENT SHALL BE MADE. 1 2" RAD. @ TOOLED JOINT EDGE (TYP.) SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE II NON-SAG, CLASS A 1/2" CONCRETE SIDEWALK, OR CONCRETE PAVEMENTJOINT DEPTH =CONCRETE THICKNESSADJACENT FOUNDATION, OR EXISTING CONCRETE 1 2" CROSS LINKED POLYETHYLENE EXPANSION JOINT WITH POLYURETHANE CAULK BACKER ROD 1 2" RAD. @ TOOLED JOINT EDGE (TYP.)1-1/4" DEEP1 4" WIDE CONCRETE PAVEMENT SECTION 6.0" THICKNESS OF PORTLAND CEMENT CONCRETE (4,000 PSI) GRANULAR STRUCTURAL FILL 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D15572.0' MIN.8.0" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95%%% MAX DRY DENSITY PER ASTM D1557 13X13-D5XD5 WELDED WIRE FABRIC 7 C4.0 NOTES 1.ALL PORTLAND CEMENT RIGID CONCRETE PAVEMENT, BASE MATERIALS, AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. 2.PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. 3.PROVIDE CONCRETE FINISH PER ARCHITECTURAL PLANS AND SPECIFICATIONS. 4.SAW CUT TO CONTROL SLAB CRACKING SHALL BE D/3 DEEP. "D" EQUALS THE DESIGN DEPTH OF CONCRETE PAVEMENT. 5.SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. 6.SEE ISPWC STANDARD DRAWING SD-714 FOR JOINTING CRITERIA. ALL CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE SAWN - SEE SHEET C2.0 FOR JOINT LAYOUT. 7.PROVIDE CONSTRUCTION / EXPANSION JOINTS AND PROVIDE SAWN CONTROL JOINTS PER 4/C4.0. MEDIUM TO FINE TEXTURED BROOM FINISH D/3DSLABTHICKNESS1.5"0.25"14" TO 38"3 8" OR PER MGR. RECOMMENDATIONS SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE II NON-SAG, CLASS A BACKER ROD SAWN CONTROL JOINT SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR STRUCTURAL FILL SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS PER ACHD SUPPLEMENTAL DWG. NO. SD-701 1 C4.0 R=3 1/2" +/- 1/2"SEE ASPHALT PAVEMENT SECTION THICKNESS6" NOTES 1.GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR 2.BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS SPECIFIED UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% MAX DRY DENSITY PER ASTM D1557 3.1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINTS OF RADII. 4.CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10-FEET MAXIMUM SPACING (8-FEET W/SIDEWALK). 5.MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. 6.BACKFILL AS PER SECTION-706. 7.PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. 8.SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. 9.ACHD SUPPLEMENTAL DWG. NO. SD-701 SHALL BE MODIFIED PER THIS DETAIL TO PROVIDE THE INDICATED BASE SECTION THICKNESS SHOWN. 3 4" MINUS CRUSHED AGGR E G A T E B A S E COMPACTED TO 95% MAX D R Y D E N S I T Y P E R A S T M D 1 5 5 7 2"SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS4"6"1'-6" 2'-0"5.0"(0.42')6"1" BATTER R=12"R=1"R = 1 2"5 3/4"1'-0 12"EXTEND 6" MINUS UNCRUSHED AGGREGATE BASE UNDER CURB AS SHOWN 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 4,000 PSI CONCRETE 6" VERTICAL CURB & GUTTER (TBC) ONSITE RIGID CONCRETE PAVMENT SECITON Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C4.1 DETAILS - 1CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 ASPHALT PAVEMENT SECTIONS ONSITE PAVEMENT SECTION 4" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 12" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 2.5" THICKNESS OF ASPHALT PLANT MIX PAVEMENT (HVEEM CLASS 3, 1/2" MIX DESIGN W/PG-58-28) THE MAXIMUM ALLOWABLE RECYCLED ASPHALT PAVEMENT (RAP) SHALL BE 17% BY WEIGHT OF THE TOTAL BINDER SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR STRUCTURAL FILL GRANULAR STRUCTURAL FILL AS REQUIRED 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 1 C4.1 SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS 1A C4.1 5°2'-0"3" 8" 1'-6"1'-0"8"1'-8"R.2' -0 "R.4"1'-0" 23 6" RADIUS 1'-0"5'-0" OR ASREQUIRED BY CITY5'-0" OR AS REQUIRED BY CITY CONFORM DIMENSIONS, CONFIGURATION, AND COLORS WITH LOCAL GOVERNMENTAL AGENCY AND ADA GUIDELINES 4" WIDE PAINTED BAR CENTER OF PARKING SPACE ADA STALL PAVEMENT MARKINGS ADA PARKING SIGN AND POST 6 C4.1 BLUE PAINT WHITE PAINT WHITE PAINT 5 C4.1 NOTES:60" WHEN LOCATED IN PLANTER84" WHEN LOCATED IN WALKWAY1.50'FINISH GRADE 1.00' STANDARD REGULATORY SIGN PER MUTCD REFLECTIVE .080 ALUM. WITH BLUE LETTERS ON WHITE REFLECTIVE BACKGROUND 12" DIA. CONCRETE FOOTING (3,000 PSI) 2" x 2"x 3/16" SQUARE GALVANIZED STEEL TUBE (SILVER) PROVIDE SUPPLEMENTAL VAN ACCESSIBLE SIGN FOR SIGNS FRONTING VAN ACCESSIBLE STALLS WITH 8-FOOT WIDE LOADING AREAS 1.SIGNS SHOULD BE PROPERLY CENTERED AT FRONT OF PARKING SPACE. 2.SIGNS AND SIGN INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH ADA STANDARDS. 3.SIGNS SHALL BE MOUNTED TO STEEL POST WITH 3 8" CADMIUM PLATED BOLTS, NUTS, AND WASHERS. 4.FACE OF SIGN SHALL BE INSTALLED PERPENDICULAR TO THE FRONTING ACCESSIBLE PARKING STALL. 33"36" 2" X 2" X 1 4" STEEL PLATES WELDED TO POST 2.5" THICKNESS OF PLANT MIX PAVEMENT (SUPERPAVE SP-3 1/2" MIX DESIGN W/PG-58-28) 4" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 14" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL FILL AS REQUIRED 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR STRUCTURAL FILL SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS 1B C4.1 ACHD OFFSITE PAVEMENT SECTION (S. TRUSS PL.) NOTES 1.PAVEMENT SECTION WITH IN ACHD ROW - CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: LOCAL ROADWAYS (S. TRUSS PL.) SHALL BE SP-3, 0.50 INCH (1/2") MIX, PG 58-28 TWO AND ONE HALF INCHES (2.5") THICK, AS A MINIMUM WITH FOUR INCHES (4") OF ¾" BASE AND FOURTEEN INCHES (14") OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. 2.ALL ASPHALT PAVEMENTS AND BASE MATERIALS, AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. 3.THE ONSITE AND OFFSITE OFFSITE ASPHALT PAVEMENT MIX DESIGNS SHALL BE AS SHOWN FOR THE RESPECTIVE WORK LOCATIONS. 4.AGGREGATE BASE MATERIALS (3/4" MINUS CRUSHED AGGREGATE & 6" MINUS UNCRUSHED AGGREGATE) MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 5.ALL SUBGRADES, STRUCTURAL FILL, AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 6.ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. 7.SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. 1,000 GALLON SAND AND GREASE (S & G) TRAP 2 C4.1 CONCRETE COLLAR PER ISPWC SD-616 (REQ. IN ALL PAVED AREAS. NOT REQUIRED WHERE SAND AND GREASE TRAP LIDS ARE LOCATED COMPLETELY WITHIN A PLANTER GROUT (TYP.) 24" DIA. CAST IRON RING AND COVER PIPE INVERT (GROUT)20" 8'8"12" TOP OF LOWER BAFFLE EL. PLACE TRAPS ON 8" THICKNESS OF CHIPS OVER NATIVE UNDISTURBED EARTHAS REQ.1,000 GALLON SAND AND GREASE TRAP 5'-2"6" MINGROUT GROUT GROUT GROUT GROUT GROUT GROUT BACKFILL SAND AND GREASE TRAP WITH CHIPS ROADWAY SECTION OR LANDSCAPE PLANTER (SEE PLANS) PLACE WOVEN GEOTEXTILE FABRIC ON PAVEMENT SECTION SUBGRADE OVER SAND AND GREASE TRAP. FABRIC SHALL EXTEND A MINIMUM OF 6-FEET BEYOND THE SAND AND GREASE TRAP ON ALL SIDES. (SKAPS GEONET TN220 OR APPROVED EQUAL) - GEOTEXTILE FABRIC IS NOT REQUIRED UNDER LANDSCAPE AREAS. SEEPAGE BED PIPE IN INLET SIDE OUTLET SIDE35"24" DIA. CAST IRON RING AND COVER OF TANKMONOLITHIC CONCRETE COLLARS MONOLITHIC CONCRETE COLLAR PER ISPWC SD-616 JOINT 24" DIA. CAST IRON RING AND COVER"H"SEE NOTESBELOWEL A EL C EL B PERF. EL D WATER TIGHT SEAL CONCRETE GRADE RINGS AND/OR RISER SECTION AS REQUIRED (12" MAX GRADE RING HEIGHT) FLOW OUT NOTES 1.MUST BE RATED FOR HS-25 TRAFFIC LOADS 2.INTERIOR DIMENSIONS OF TRAP MUST BE A MINIMUM OF 48" X 24" AT THE THROAT LOCATION. 3.THE DETAIL ABOVE SHOWS AN VALLEY PRECAST 1,000 GALLON SAND & GREASE TRAP. 4.THE SAND AND GREASE TRAPS SHALL BE SET SO THAT THE TOP OF LOWER BAFFLE ELEVATION, THE IE'S PIPES ENTERING, AND THE PIPES EXITING ARE IN ACCORDANCE WITH THE PROJECT PLANS AND NOTE 9 BELOW. 5.SAND AND GREASE TRAP COVERS SHALL MATCH THE FINISHED GRADE ELEVATION AND SLOPE. 6.SOLID COVERS SHALL HAVE THE WORDS "STORM DRAIN" CAST INTO THE LID. 7.DO NOT CONSTRUCT CONCRETE COLLARS FOR SAND AND GREASE TRAP COVERS LOCATED COMPLETELY WITHIN LANDSCAPE AREAS. 8.H<1FT USE GRADE RINGS (TYP.) 1-FT < H <= 2-FT USE 24" DIA. RCP RISER; 2-FT < H <= 10-FT USE 48" MANHOLE CONE AND 48" RISERS. 9.EL. A > EL. B BY 0.10 MIN; PERFORATION EL. D < EL. B BY 0.85 MIN.; EL. C < EL. B BY 0.50 MIN. 10.MANHOLE FRAME AND COVER PER ISPWC SD-617. 11.BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET AND OUTLET ON SIDE OF BOX. 12.SEE ACHD STORMWATER DESIGN GUIDELINES BMP #1 "SAND AND GREASE TRAP" FOR ADDITIONAL REQUIREMENTS. 1 2 PERFORATED 18" HDPE PIPE @ 0.0% (SEE INFILTRATION GALLERY SECTION DETAIL. SEE PLAN FOR PIPE SIZE. 5.00' NON. PERF. PIPE (TYP.) 24" DIA. CAST IRON RING AND COVER CONCRETE COLLARS ARE NOT REQUIRED WHEN LID IS LOCATED COMPLETELY WITHIN A PLANTER AREA SOLID WALL ADS HDPE PIPE @ 0.0% NON. PERF. PIPE 5.0' INTO SEEPAGE BED UNLESS SHOWN OTHERWISE ON PLANINLET SIDE CONCRETE GRADE RINGS AS REQUIRED 30" DIAMETER CATCH BASIN HEAD (AMCOR CB130) 30" DIAMETER CONCRETE CATCH BASIN/INLET BOX (AMCOR CB-100) SEE PLAN FOR PIPE SIZES, ENTRANCE ANGLES AND INVERT ELEVATIONSAS REQUIRED2.00' MINSUMP3.5"3.5"30" 37"6"7.5"29" DIA. 24" DIA. GROUT GROUT GROUT GROUT 30" DIA CONCRETE CATCH BASIN (30" CB) SEE PLAN FOR PIPE SIZES, ENTRANCE ANGLES AND INVERT ELEVATIONS PLACE BASE ON 8" THICKNESS OF BEDDING CHIPS COMPACTED SUBGRADE NOTES 1.ALL CATCH BASIN COMPONENTS SHALL BE HS-25 TRAFFIC RATED 2.CUT PIPES FLUSH WITH INTERIOR WALL OF STRUCTURE. 3.GROUT ALL PIPE CONNECTIONS TO STRUCTURE - GROUTED CONNECTIONS SHALL BE NEAT AND SMOOTH. PROVIDE CONCRETE COLLAR PER ISPWC SD-616 CONCRETE COLLAR NOT REQUIRED WHERE ENTIRE COVER IS LOCATED WITHIN A LANDSCAPE AREA 24" DIA. FRAME AND COVER PER ISPWC SD-617 PROVIDE STANDARD SLOTTED COVER AT INLET LOCATIONS PROVIDE SOLID COVER AT JUNCTION LOCATIONS THAT AREN'T INLETS C4.1 3 MAX 4.0 OZ/SY NON WOVEN GEOTEXTILE FABRIC SIDES ONLY EXCAVATE 1.0' MIN. INTO NATIVE FREE DRAINING, POORLEY GRADED GRAVEL WITH SAND. CONTACT GEOTECHNICAL ENGINEER FOR INSPECTION AND DOCUMENTATION OF FREE DRAINING MATERIAL AT BOTTOM OF EXCAVATION PRIOR TO PLACEMENT OF SAND ROCK MULCH PER LANDSCAPE PLAN SEE PLAN NATIVE IMPERMEABLE SILT AND CLAY SOILS NATIVE POORLY GRADED GRAVEL WITH SAND DRAINAGE SWALE BOTTOM OF SWALE ELEVATION = TOP OF LANDSCAPE ROCK ELEVATION (SEE LANDSCAPE PLANS FOR ROCK MULCH REQUIREMENTS NOTES: 1.GROUNDWATER DEPTH WAS DETERMINED TO BE GREATER THAN 15-FEET BELOW THE GROUND SURFACE AS DETERMINED WITHIN THE GEOTECHNICAL REPORT PREPARED FOR THE SITE BY ATLAS DATED OCTOBER 22ND, 2020. 2.GEOTEXTILE FABRIC SHALL HAVE A MINIMUM SEAM OVERLAP OF 3-FEET. 3.NO UNTREATED DISCHARGE TO DRAINAGE WINDOWS IS PERMITTED UNTIL FINAL SITE STABILIZATION OCCURS. IN EVENT THAT SEDIMENT IS DISCHARGED TO THE DRAINAGE WINDOWS, THE CONTRACTOR SHALL RE-EXCAVATE DRAINAGE WINDOWS AND REPLACE WITH CLEAN, UNCONTAMINATED MATERIALS - NO SEPARATE PAYMENT SHALL BE MADE. 4.CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM DESIGN ELEVATION OF ANY INFILTRATION FACILITY. EXCAVATE THROUGH TOP OF DRAIN ROCK EL. MAX BOTTOM OF ASTM SAND EL.1.00'MIN.ASTM C33 FILTER SAND DRAINAGE WINDOW1.50'ASTM C33 SAND3:13:1 C4.1 4 SEE PLAN FOR DRAINAGE WINDOW WIDTH, LENGTH, AND AREA FINISHED GRADE 2" CLEAN DRAIN ROCK BOTTOM OF DRAIN ROCK EL. TOP OF ASTM SAND EL.8.00'FIBER ROLL (8" MIN. DIA.)SEE TYPICAL INTERIM AND PERMANENT GEOTEXTILE FABRIC DRAINAGE WINDOW TYPICAL EDGE DETAIL ON THIS SHEET INTERIM GEOTEXTILE FABRIC DRAINAGE WINDOW TYPICAL EDGE DETAIL WRAP CONTINUOUS LENGTH OF GEOTEXTILE FABRIC AROUND FIBER ROLL AND STAKE INTO ADJACENT GROUND STAKES SHALL ROUTINELY BE INSPECTED TO ENSURE THAT THE FILTER FABRIC REMAINS SECURELY IN PLACE 3/4" x 3/4" WOOD STAKES MAX. 4 FT. SPACING CONTINUOUS LENGTH OF GEOTEXTILE FABRIC FROM BOTTOM OF ASTM SAND TO FIBER ROLL ANCHOR12" MIN.FUTURE LANDSCAPE ROCK MULCH BY LANDSCAPE CONTRACTOR NOTES: 1.FIBER ROLL GEOTEXTILE FABRIC ANCHORS SHALL REMAIN SECURELY IN PLACE AROUND THE PERIMETER OF ALL DRAINAGE WINDOWS UNTIL 6-HOURS PRIOR TO PLACEMENT OF LANDSCAPE ROCK MULCH BY LANDSCAPE CONTRACTOR, WITH NO PRECIPITATION IN THE FORECAST. 2.CONTRACTOR SHALL PROVIDE TEMPORARY SITE RUNOFF CONTROLS SO THAT STORM WATER RUNOFF DOES NOT OVER TOP THE FIBER ROLL ANCHORS AND ENTER THE DRAINAGE WINDOWS. FIBER ROLL ANCHOR SHALL BE CONTINUOUS AROUND PERIMETER OF DRAINAGE WINDOW ROUTINELY REMOVE ALL ACCUMULATED SEDIMENT FINAL GEOTEXTILE FABRIC DRAINAGE WINDOW TYPICAL EDGE DETAIL 3.00' LANDSCAPE ROCK MULCH BY LANDSCAPE CONTRACTOR CONTINUOUS LENGTH OF GEOTEXTILE FABRIC FROM BOTTOM OF ASTM SAND 2" CLEAN DRAIN ROCK 2" CLEAN DRAIN ROCK REMOVE FIBER ROLL ANCHORS STAKES AND ALL ACCUMULATED SEDIMENT TOP OF DRAIN ROCK TOP OF DRAIN ROCK SEASONAL HIGH GROUNDWATER EL >15' BGS CONCRETE SLAB (SEE STRUCTURAL) COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 DRAINAGE COURSE (3/4" MINUS CRUSHED AGGREGATE BASE PER ISPWC) UNDER-SLAB PREPARATION SEE ARCHITECTURAL PLANS FOR THICKNESS AND VAPOR BARRIER UNDER-SLAB PREPARATION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. REQUIREMENTS (IF APPLICABLE) BOTTOM OF 4" THICK DRAINAGE COURSE BOTTOM OF EXISTING FILL MATERIAL REMOVAL (1.5 FOOT MIN. BELOW EXISTING GRADE) SCARIFY TOP 6" THICKNESS OF SUBGRADE, MOISTURE CONDITION AND RE-COMPACT SUBGRADE TO 95% MAX DRY DENSITY PER ASTM D1557 PER GEOTECHNICAL REPORT 6" MINUS UNCRUSHED AGGREGATE BASE PER ISPWC SECTION 801 COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557. PLACEMENT SHALL BE AS PER STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. (THICKNESS VARIES) FINISHED FLOOR EL = 2643.00 BOTTOM OF FILL MATERIAL REMOVAL EXPOSED SUBGRADE 1.5'MIN'COMPETENT, UNDISTURBED, NATIVE LEAN CLAY WITH SAND OR SANDY SILT SOILS PER GEOTECHNICAL REPORT. OBTAIN SUBGRADE APPROVAL FROM OWNER'S GEOTECHNICAL CONSULTANT PRIOR TO FILL PLACEMENT. EXISTING GROUND EL = 2642.24+/- TO 2642.87+/- (VARIES) UNDER- FOOTING PREPARATION SEE GRADING P L A N UNDER FOOTING PREPARATION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. COMPETENT, UNDISTURBED, NATIVE LEAN CLAY WITH SAND OR SANDY SILT SOILS PER THE PROJECT GEOTECHNICAL REPORT. COMPACT EXPOSED SUBGRADE TO 95% MAX DRY DENSITY PER ASTM D1557. CONTACT OWNER'S GEOTECHNICAL REPRESENTATIVE FOR SUBGRADE INSPECTION AND APPROVAL PRIOR TO PLACEMENT OF FOOTINGS SEE UNDER-SLABPREPARATIONDETAIL ABOVESEE STRUCTURAL FOR FOUNDATION AND FOOTING DEPTH REQUIREMENTS FINISHED FLOOR EL = 2643.00 EXISTING GROUND EL = 2642.24+/- TO 2642.87+/- (VARIES) 105 SF MEDIA 102 3086 SF GARAGE 103 62 SF RR 104 25 SF MECH 105 89 SF FILE 106 94 SF OFFICE 107 94 SF OFFICE 108 93 SF OFFICE 109 356 SF OPEN OFFICE 111 234 SF ENTRY 112 191 SF CONFERENCE/ BREAK 113 278 SF SITE STORAGE 114 BOOK KEEPING 118 SF CLINT 115 94 SF VINCENT 116 M FINISHED FLOOR EL: 2643.00 EG: 2 6 4 2. 8 7 EG: 2 6 4 2. 7 4 EG: 2 6 4 2. 8 0 EG: 2 6 4 2. 8 7 EG: 2 6 4 2. 6 9 EG: 2 6 4 2. 7 4 EG: 2 6 4 2. 8 0 EG: 2 6 4 2. 8 2 EG: 2 6 4 2. 6 8 EG: 2 6 4 2. 7 4 EG: 2 6 4 2. 7 9 EG: 2 6 4 2. 7 8 EG: 2 6 4 2. 6 2 EG: 2 6 4 2. 7 2 EG: 2 6 4 2. 7 8 EG: 2 6 4 2. 6 7 EG: 2 6 4 2. 5 0 EG: 2 6 4 2. 6 6 EG: 2 6 4 2. 7 1 EG: 2 6 4 2. 5 7 EG: 2 6 4 2. 4 0 EG: 2 6 4 2. 5 5 EG: 2 6 4 2. 5 3 EG: 2 6 4 2. 5 1 EG: 2 6 4 2. 3 0 EG: 2 6 4 2. 2 9 EG: 2 6 4 2. 2 6 EG: 2 6 4 2. 2 4 Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C4.2 DETAILS - 2CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 C4.2 1 1.ALL STRUCTURAL FILL MATERIALS, AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT AND THE PROJECT PLANS AND SPECIFICATIONS. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. WHERE CONFLICTS EXIST BETWEEN THE GEOTECHNICAL INVESTIGATION AND THE PROJECT PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2.ALL SUBGRADES, GRANULAR STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP WORK. 3.ALL EXISTING FILL SOILS SHALL BE COMPLETELY REMOVED FROM BELOW BUILDING FOUNDATION ELEMENTS. 3.GRANULAR STRUCTURAL FILL MATERIALS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. GRANULAR STRUCTURAL FILL MATERIALS SHALL BE 6" MINUS "PIT-RUN" PER THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SECTION 801 - UNCRUSHED AGGREGATES WITH NO MORE THAN 50 PERCENT OVERSIZE (GREATER THAN 3/4"-INCH) MATERIAL AND NO MORE THAN 12 PERCENT FINES (PASSING THE NO. 200 SIEVE). 4.GRANULAR STRUCTURAL FILL MATERIALS SHALL BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES LOOSE THICKNESS AND BE MOISTURE CONDITIONED TO ACHIEVE OPTIMUM MOISTURE CONTENT PRIOR TO COMPACTION. 5.AREAS OF COMPACTED GRANULAR STRUCTURAL FILL SHALL EXTEND OUTSIDE THE PERIMETER OF THE FOOTING OR FEATURE FOR A MINIMUM DISTANCE OF 2-FEET, OR EQUAL TO THE THICKNESS OF FILL BETWEEN THE BOTTOM OF FOUNDATION AND UNDERLYING SOILS UP TO 5-FEET. 6.SEE ARCHITECTURAL PLANS FOR MOISTURE BARRIER REQUIREMENTS. Notes FEET 10 200 Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C4.3 DETAILS - 3CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 SEEPAGE BED CROSS SECTION 1 C4.3 DRAIN ROCK SPECIFICATION GEOTEXTILE SPECIFICATION 18" 1 2 PERF. PIPE PERFORATION SCHEDULE 3 8" DIA PERFORATION IN VALLEYS OF CORRUGATED PIPE. 5 EA. 18" DIA. DUAL WALL ADS PIPE45°45°45°45°3/8" DIA. PERFORATION 18" PIPE PERF. EL SEE PLAN FOR PIPE SIZE INSTALL 6 OZ/SY NON-WOVEN GEOTEXTILE FABRIC AASHTO M288 CLASS 2 ON TOP & SIDESSEEPAVEMENTSECTION(FULL PAVEMENTSECTION REQUIREDOVER SEEPAGE BED)IMPERMEABLE SILTS AND CLAY EXISTING FREE DRAINING POORLY GRADED GRAVEL WITH SAND FINISHED GRADE INFILTRATION GALLERY WIDTH = SEE PLANS VARIESTOP OF DRAIN ROCK BOTTOM OF DRAIN ROCK/ TOP OF ASTM C33 SAND BOTTOM OF ASTM C33 SAND BOTTOM OF DRAIN ROCK STRUCTURAL FILL BETWEEN BOTTOM OF ROAD SECTION AND TOP OF DRAIN ROCK FOR BEDS WITHIN PAVED AREAS COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 2" CLEAN ANGULAR DRAIN ROCK ASTM C33 FILTER SANDDRAIN ROCKTHICKNESSGROUND WATER EL = GREATER THAN 15 FEET BGS VARIES18" DIAMETER DUAL WALL ADS 1 2 PERFORATED PIPE @ 0.0% . PIPE SHALL BE PERFORATED AS SHOWN ON THE PIPE PERFORATION SCHEDULE INCLUDED ON THIS DETAIL SHEET - CAP END. PERFORATED PIPE IE TO TOP OF DRAIN ROCK 18" 1 2 PERFORATED PIPE IE. - SEE PLAN FOR PLACEMENT IN BED 3.00' MIN1.50'SEEPAGE BED NOTES: 1.CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN THE BOTTOM ELEVATION OF THE LINED SEEPAGE BED; OR, WITHIN 3-FEET OF THE BOTTOM ELEVATION OF AN UNLINED SEEPAGE BED. 2.ALL GEOTEXTILE FABRIC SEAMS SHALL OVERLAP 1-FOOT MINIMUM, UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER. 3.THE FULL ROADWAY SECTION IS REQUIRED OVER THE SEEPAGE BED IN PAVED AREAS. 4.SEE STORM DRAIN PLANS FOR ADDITIONAL INFORMATION. 5.THE BOTTOM ASTM C33 SAND ELEVATION IS THE MINIMUM EXCAVATION DEPTH. 6.SEE ACHD STORMWATER DESIGN GUIDELINES BMP #20 "SEEPAGE BED" FOR ADDITIONAL REQUIREMENTS - "OPTIONAL CHAMBERS ARE NOT REQUIRED. 7.GROUNDWATER DEPTH WAS DETERMINED TO BE GREATER THAN 15 FEET BELOW THE GROUND SURFACE AS DETERMINED WITHIN THE GEOTECHNICAL REPORT PREPARED FOR THE SITE BY ATLAS DATED OCTOBER 22ND, 2020. 8.THE DESIGN VOLUME OF THE FACILITY DOES NOT INCLUDE VOIDS WITHIN THE ASTM C33 FILTER SAND LOCATED AT THE BOTTOM OF THE FACILITY. 9.CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE THE SEASONAL HIGH GROUND WATER ELEVATION NOTES ON THE PLANS. 10.THE SEEPAGE BED WIDTH SHALL REMAIN CONSTANT ALONG THE LONGITUDINAL LENGTH OF THE SEEPAGE BED. 11.IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED (NOTE: AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO BE CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR, OR RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY MODIFICATIONS TO THE STAMPED, APPROVED DESIGN PLANS. 12.FOR ACHD UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION, AND PRIOR TO BACKFILLING. PRIVATE SEEPAGE BEDS DO NOT REQUIRE ELECTRONIC MARKERS. INFILTRATION SOIL PERCOLATION RATE SHALL BE CONFIRMED BY OWNER'S GEOTECHNICAL REPRERESENTATIVE: 1.THE DESIGN PERCOLATION RATE FOR ALL SEEPAGE BED INFILTRATION FACILITIES IS 8 INCHES/HR. CONTRACTOR SHALL COORDINATE INSPECTION OF INFILTRATION SOILS AT THE BOTTOM OF THE SEEPAGE BED EXCAVATION BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. SOILS AT THE BOTTOM OF THE SEEPAGE BED EXCAVATION SHALL MEET OR EXCEED THE DESIGN INFILTRATION RATE. 2.FOR ACHD SEEPAGE BEDS, AN ACHD INSPECTOR MUST BE PRESENT ONSITE WHEN THE THE OWNER'S GEOTECHNICAL REPRESENTATIVE PERFORMS INSPECTION OF THE INFILTRATION SOILS AT THE BOTTOM OF THE SEEPAGE BED EXCAVATION. 3.IF SOIL INFILTRATION RATES ARE LESS THAN THE DESIGN INFILTRATION RATE, CONTRACTOR SHALL CONTACT ENGINEER TO RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY MODIFICATIONS TO ACHD FACILITIES SHOWN ON THE STAMPED, APPROVED DESIGN PLANS. GRAVEL SHOULDER SECTION 6" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 12" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR STRUCTURAL FILL GRANULAR STRUCTURAL FILL AS REQUIRED 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 2 C4.3 SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS NOTES 1.ALL BASE MATERIALS, AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. 2.AGGREGATE BASE MATERIALS (3/4" MINUS CRUSHED AGGREGATE & 6" MINUS UNCRUSHED AGGREGATE) MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 3.ALL SUBGRADES, STRUCTURAL FILL, AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 4.SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C4.4 DETAILS - 4CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 1 C4.4 2 C4.4 3 C4.4 4 C4.4 6A C4.4 6B C4.4 5 C4.4 7 C4.4 Plans Are Accepted For Public Street Construction These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date I D A H O C4.5 DETAILS - 5CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 1 C4.5 4 C4.5C4.5 2 C4.5 3 C4.5 5 C4.5 6 2630 2632 2636 2640 2644 2648 2630 2632 2634 2636 2638 2640 2642 2644 2646 2648 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -1.24% 0.50%STA: 1+25.00LIP: 2641.39STA: 1+30.00LIP: 2641.33STA: 2+45.12LIP: 2641.90ACHD SG#1 ACHD DI#1 ACHD SEEPAGE BED #1 APPROXIMATE EXISTING GRADE @ ROADWAY CENTERLINE APPROXIMATE EXISTING GRADE @ SAWCUT 9.50' RT FINISHED GRADE @ LIP OF GUTTER 16.00' RT ROWCENTERLINE0.50' TYP. 2.5" THICKNESS OF PLANT MIX PAVEMENT (1/2" SP-3 MIX DESIGN 58-28) COMPACTED TO 95% OF MAX THEORETICAL DENSITY 4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 EXISTING PAVEMENT 1.0 TO 4.5% NOTES 1.ALL ASPHALT PAVEMENTS AND BASE MATERIALS, AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE THERETO. 2.THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2" MIX DESIGN (PG-58-28) AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC SECTION 810 "PLANT MIX PAVEMENT". 3.AGGREGATE BASE MATERIALS (3/4"MINUS CRUSHED AGGREGATE & 6" MINUS UNCRUSHED AGGREGATE) MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 4.ALL SUBGRADES, STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 5.ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. 6.THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB. ASPHALT PATCH SHALL SLOPE DOWNWARD TOWARD CURB LINE @1.0 %- 4.0%. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM THAT REQUIRED PAVEMENT SLOPES WILL BE ACHIEVED BASED ON THE DESIGN CURB AND MATCH ASPHALT ELEVATIONS PROVIDED PRIOR TO START OF CONSTRUCTION. CONTACT ENGINEER IMMEDIATELY IF PLAN ADJUSTMENTS ARE REQUIRED TO ACHIEVE THE REQUIRED PATCH SLOPES - NO SEPARATE PAYMENT SHALL BE PROVIDED TO CONTRACTOR FOR GRADE ADJUSTMENTS. 25.00' HALF WIDTH ROW 18.00'TBCSAWCUT 5.00'2.00' 3:1 M A X . 3:1 MAX . CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 6" VERTICAL CURB PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701 1.00' (FLAT) 9.50'CLIENT:JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 20106LAND SOLUTIONS OFFICEMERIDIAN, ID 83642LAND SOLUTIONSRKE NO.DESCRIPTION DATE erickson civil PROFESSIO N AL E OHADIFOETA T S E R IC K S ONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D PRELI MI NARY NOT FOR CONSTRUCTION6213 N. CLOVERDALE RD. SUITE 125 BOISE, ID 83713 208.846.8955 C4.6 DETAILS - 6 1 C4.6HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 2 C4.6