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HomeMy WebLinkAboutCivil Ten Mile Permit Set 20230118ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 CI1.00 COVER SHEET TEN MILE CCT, CATH LAB & CV SITE IMPROVEMENT DRAWINGS FOR TEN MILE RDPROJECT SITE VICINITY MAP 5 7 4 6 S o u t h 1 4 7 5 E a s t O g d e n , U t a h 8 4 4 0 3 Main (801 )394-451 5 S.L.C (801 )521 -0222 Fax (801 )392-7544 W W W . G R E A T B A S I N E N G I N E E R I N G . C O M CI1.00 COVER SHEET CI1.01 NOTES CI1.02 LEGEND SHEET C0.00 OVERALL DEMOLITION PLAN C1.00 OVERALL SITE PLAN C1.01 SITE PLAN C2.01 GRADING & DRAINAGE PLAN C3.00 UTILITY PLAN C3.01 ENLARGED UTILITY PLAN C5.00 DETAILS FRANKLIN RD INTERSTATE - 84 02/21/23 A-2023-0001 ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 CI1.01 NOTES GENERAL NOTES 5 7 4 6 S o u t h 1 4 7 5 E a s t O g d e n , U t a h 8 4 4 0 3 Main (801 )394-451 5 S.L.C (801 )521 -0222 Fax (801 )392-7544 W W W . G R E A T B A S I N E N G I N E E R I N G . C O M 1. ALL CONSTRUCTION WORK SHALL BE DONE 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, AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTOR 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. SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION ACTIVITY ARE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO IDAHO STATE STATUE 55-1613. UTILITY NOTES 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 DRAINS, 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 SYSTEM (IDAPA 58.01.08) AND SECTION 430.02 OF THE WATERWATER 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 58.01.16). 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. WHEN COVER OVER A SEWER PIPE IS LASS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. SEWER 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 DRAINS, 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 SYSTEM (IDAPA 58.01.08) AND SECTION 430.02 OF THE WATERWATER 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 58.01.16). 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. ALL WATER WORKS COMPONENTS SHALL BE ANSI/INSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) WATER 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. IRRIGATION 1. 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. 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTER LINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 3. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 5. 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. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STALL BEFORE CONSTRUCTION BEGINS. UTILITY 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR WASTEWATER FACITITIES - GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS (10 STATES STANDARDS), AWWA MANUAL M24-CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS," SUBSECTION 542.07 WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON EACH SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL TO NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A EFFLUENT MAIN AND THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED BELOW THE CLASS A EFFLUENT MAIN. 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED, AND 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. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER - DO NOT DRINK, IN BOTH ENGLISH AND SPANISH. 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES, FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSEUTILITY NOTES 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 INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. GRADING & DRAINAGE NOTES ROADWAY 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. 4. 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. 5. 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. DRAINAGE 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE SWPPP DURING CONSTRUCTION OPERATIONS. 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. ALL EXPOSED AREAS SHALL BE SEEDED OR MULCHED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING. 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE TEMPORARILY STABILIZED BY SEEDING, MULCHING, OR STRAW COVER. 6. INSPECT EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE A WEEK. 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 10. OPERATOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 11. SEDIMENT SHALL BE REMOVED FROM EROSION CONTROL MEASURES BEFORE THEY ARE 25% FULL. 12. PORTABLE RESTROOM SPILL CONTAINMENT: ALL PORTABLE RESTROOMS SHALL HAVE SPILL TRAYS INSTALLED. 13. LIMITS OF CONSTRUCTION SHALL BE PROPERTY BOUNDARY AS SHOWN. EROSION CONTROL NOTES DEVELOPER INTERMOUNTAIN HEALTHCARE CONTACT: ARCHITECT HKS INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CONTACT: CIVIL ENGINEER GREAT BASIN ENGINEERING INC. 5746 S 1475 E, Ogden UT 84403 (801)394-4515 CONTACT: COURY MORRIS P.E. PROJECT CONTACTS WATER CITY OF MERIDIAN 33 E. BROADWAY AVE, SUITES 200 & 204 MERIDIAN, ID 83642 208-898-5500 CONTACT: KYLE RADEK, PE SEWER CITY OF MERIDIAN 33 E. BROADWAY AVE, SUITES 200 & 204 MERIDIAN, ID 83642 208-884-5533 CONTACT: CLINT DOLSBY, PE IRRIGATION NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST ST. SOUTH NAMPA, ID 83651 208-466-7861 CONTACT: GREG CURTIS FIRE MERIDIAN FIRE DISTRICT 33 E. BROADWAY AVE, SUITE 210 MERIDIAN, ID 83642 208-888-1234 CONTACT: CHIEF PERRY PALMER PUBLIC ROADS ACHD 3775 N. ADAM ST. GARDEN CITY, ID 83714 208-387-6100 CONTACT: TIM NICHOLSON POWER IDAHO POWER P.O.BOX 70 BOISE, ID 83707 208-388-6320 CONTACT: VIC STEELMAN NATURAL GAS INTERMOUNTAIN GAS P.O. BOX 64 BOISE, ID 83732 208-377-6863 CONTACT: MISHELE SINGLETON TELEPHONE CENTURY LINK 245 S. CAPITOL BLVD BOISE, ID 83702 208-385-2144 CONTACT: MELISSA MENDEZ UTILITY CONTACTS ALL CONSTRUCTION TO CONFORM TO CITY STANDARDS AND SPECIFICATIONS IN RIGHT OF WAY PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSE IMPROVEMENTS SHOWN ON THE PLANS. ENGINEER CERTIFICATION THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND THE STANDARDS IN EFFECT AT THE TIME OR PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: 02/21/23 A-2023-0001 ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 CI1.02 LEGEND SHEET 5 7 4 6 S o u t h 1 4 7 5 E a s t O g d e n , U t a h 8 4 4 0 3 Main (801 )394-451 5 S.L.C (801 )521 -0222 Fax (801 )392-7544 W W W . G R E A T B A S I N E N G I N E E R I N G . C O M San. Sewer Manhole Water Manhole Storm Drain Manhole Cleanout Electrical Manhole Catch Basins Fire Hydrant Fire Department Connection Post Indicator Valve Water Valve Power pole Power pole w/guy Light Pole Finished Grade Existing Grade Deciduous Tree Evergreen Tree Demo'd Tree Sanitary Sewer Culinary Water Gas Line Irrigation Line Storm Drain Telephone Line Secondary Waterline Power Line Fire Line Land Drain Fence Flowline of ditch Overhead Power line Finish Contour Exist. Contour Ridge Line Direction of Flow STANDARD SYMBOLS EXISTING PROPOSED ABBREVIATIONS Corrugated Metal Pipe Concrete Pipe Reinforced Concrete Pipe Ductile Iron Polyvinyl Chloride Top of Asphalt Edge of Asphalt Centerline Flowline Finish Floor Finished Floor Elevation Top of Curb Top of Wall Top of Walk Top of Concrete Natural Ground Finish Grade Match Existing Fire Department Connection Outside Diameter CMP CP RCP DI PVC TA EA CL FL FF FFE TC TWL TW TCN NG FG ME TDC OD Existing Asphalt New Asphalt Heavy Duty Asphalt Existing Concrete New Concrete Demo'd Asphalt Pavers STANDARD LINETYPES EXISTING PROPOSED 02/21/23 A-2023-0001 ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 C0.00 OVERALL DEMOLITION PLAN DEMOLITION KEYED NOTES 1. DEMOLITION LIMIT LINE 2. CLEAR & GRUB EXISTING LANDSCAPE 3. SAWCUT & REMOVE EXIST. CONCRETE PAVING AS SHOWN. REMOVE FULL PANELS FROM JOINT TO JOINT. 4. SAWCUT & REMOVE EXIST. ASPHALT PAVING AS SHOWN 5. DEMOLISH EXISTING CURB & GUTTER SECTION AS SHOWN 6. RETAIN & PROTECT EXIST. LIGHT POLE 7. DEMOLISH EXIST. 3"-4"Ø SS LATERAL & CLEANOUTS. 8. RETAIN & PROTECT EXIST. ELECTRICAL TRANSFORMER 9. RETAIN & PROTECT EXISTING STORM DRAIN MANHOLE AND LINES 10. RETAIN & PROTECT EXIST. SS LATERAL, GREASE INTERCEPTOR AND SAMPLING MANHOLE 11. RETAIN & PROTECT EXIST. SCH 40 PVC ELECTRICAL CONDUITS 12. RETAIN & PROTECT EXIST. 2"Ø WATERLINE STUB FOR CONNECTION TO NEW CCT BUILDING 13. RETAIN & PROTECT EXIST. 4" SS LATERAL TO BUILDING. CONTRACTOR TO POTHOLE & FIELD VERIFY EXACT DEPTH OF LINE TO COORDINATE TIE IN ELEVATION FROM NEW CCT BUILDING. 14. CLOSE EXIST. WATER VALVE AND DISCONNECT 8" FIRE LINE LATERAL ON WEST SIDE OF VALVE. PLACE BLIND FLANGE AND THRUST BLOCK ON WEST SIDE OF VALVE. WORK TO BE COMPLETED ONCE NEW FIRE LINE LATERAL ON WEST SIDE OF BUILDING IS FUNCTIONING. 15. REMOVE EXISTING WATER METERS AND RETURN TO MERIDIAN CITY PUBLIC WORKS. 16. REMOVE EXISTING METER VAULTS. 17. ABANDON EXISTING 8" FIRE LINE LATERAL IN PLACE 18. ABANDON EXISTING 2"-4" WATER SERVICE LATERALS IN PLACE. 19. DEMOLISH & RESTORE LANDSCAPE & IRRIGATION AROUND FIRE/WATER SERVICE LATERAL KILLS. 20. REMOVE, STOCKPILE AND REPLACE EXISTING ROCK MULCH GROUND COVER AS NEEDED FOR INSTALLATION OF NEW POWER CONDUIT 21. RETAIN & PROTECT EXIST. MECHANICAL/ELECTRICAL ENCLOSURE/WALL 22. RETAIN & PROTECT EXIST. DUMPSTER ENCLOSURE/WALL 23. RETAIN & PROTECT EXIST. CONCRETE PAVING 24. REMOVE & REPLACE EXIST. SITE LIGHT POLE 25. DEMOLISH EXISTING ROCK MULCH BENEATH NEW ASPHALT AMBULANCE PARKING PAD 26. RETAIN & PROTECT EXIST. TREES 02/21/23 A-2023-0001 ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 ALL CONSTRUCTION TO CONFORM TO CITY STANDARDS AND SPECIFICATIONS IN RIGHT OF WAY PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. C1.00 OVERALL SITE PLAN INSTALL ±400 SF ASPHALT PAVING FOR NEW AMBULANCE PARKING AREA (3" HMA OVER 8" UTBC)10.0'30.0' 50.0' INSTALL NEW TRANSFORMER & EMERGENCY GENERATOR FOR CATH LAB. SEE SHEET ES101. PROVIDE (6) 6" DIA. CONCRETE FILLED PIPE BOLLARDS FOR MECHANICAL PROTECTION LOADING DOCK AREA TO REMAIN FUNCTIONAL DURING CONSTRUCTION. CONTRACTOR SHALL PLAN ON NIGHT WORK FOR PLACEMENT OF NEW WATER/ELECTRICAL LINES AND COVER TRENCHES WITH PLATES DURING DAY. CONTRACTOR TO ENSURE ADEQUATE NUMBER OF TEMPORARY FENCING/JERSEY BARRIER RELOCATIONS TO SECURE SITE DURING THE DAY AND INSTALL UTILITY LINES AND REPLACE DOCK PAVING AT NIGHT. CONTRACTOR TO PROVIDE SEQUENCING PLANS TO OWNER/DESIGN TEAM FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION. EXISTING WATER AND FIRE SERVICE LATERALS ON EAST SIDE OF BUILDING TO BE CAPPED AND ABANDONED IN PLACE AFTER NEW WATER/FIRE SERVICE LATERALS ARE EXTENDED INTO THE WEST SIDE OF THE BUILDING. SEE SHEETS C3.00 & C3.01 02/21/23 A-2023-0001 ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 SITE KEYED NOTES 1. CONSTRUCTION LIMIT LINE 2. CONSTRUCT ASPHALT PAVING 'T-PATCH' 3. CONSTRUCT HEAVY DUTY CONCRETE PAVING (T=7") OVER 6" CRUSHED AGGREGATE BASE COURSE. (SEE DETAIL 2 SHEET C5.00) 4. CONSTRUCT CONCRETE SIDEWALK (T=4") (SEE DETAIL 1 SHEET C5.00) 5. CONSTRUCT LANDSCAPE 6. CONSTRUCT 24" CURB & GUTTER (MATCH EXIST.) 7. CONSTRUCT 6"X18" CURB WALL 8. CONSTRUCT 5.0'X8.0' CONCRETE GAS METER PAD (T=4") 9. CONSTRUCT ELECTRICAL TRANSFORMER. SEE SHEET ES101. 10. CONSTRUCT EMERGENCY GENERATOR. SEE SHEET ES101. 11. CONSTRUCT CMU BLAST WALL BETWEEN TRANSFORMER AND GENERATOR. SEE ARCH. PLANS FOR DETAILS. 12. CONSTRUCT 6" DIA. CONCRETE FILLED PIPE BOLLARDS. (TYP. (6) PLACES). SEE DETAIL 3 SHEET C1.01 FOR DETAIL 13. REMOVE, STOCKPILE AND RESTORE EXISTING ROCK MULCH TO PRE-CONSTRUCTION CONDITIONS. 14. LOADING DOCK AREA TO REMAIN FUNCTIONAL DURING CONSTRUCTION. CONTRACTOR SHALL PLAN ON NIGHT WORK FOR PLACEMENT OF NEW WATER/ELECTRICAL LINES AND COVER TRENCHES WITH PLATES DURING DAY. CONTRACTOR TO ENSURE ADEQUATE NUMBER OF TEMPORARY FENCING/JERSEY BARRIER RELOCATIONS TO SECURE SITE DURING THE DAY AND INSTALL UTILITY LINES AND REPLACE DOCK PAVING AT NIGHT. CONTRACTOR TO PROVIDE SEQUENCING PLANS TO OWNER/DESIGN TEAM FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION. C1.01 ENLARGED SITE PLAN ALL CONSTRUCTION TO CONFORM TO CITY STANDARDS AND SPECIFICATIONS IN RIGHT OF WAY PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 02/21/23 A-2023-0001 CCT-2 CCT-2 CCT-1 CCT-1 CCT-B CCT-B CCT-A CCT-A FA 33" FA 33" AFF 42" 38 SF STORAGE 57 SF OFFICE 12 SF CLOSET 75 SF BEDROOM 74 SF BEDROOM 74 SF BEDROOM 75 SF BEDROOM 16 SF IT CLOSET 62 SF OFFICE 53 SF TLT, STAFF 130 SF KITCHEN 102 SF LIVING 39 SF UTILITY 61 SF TLT, STAFF 1160 SF AMBULANCE BAY 106 SF HALL 1 37 SF HALL ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 C2.01 GRADING & DRAINAGE PLAN 02/21/23 A-2023-0001 CCT-2 CCT-2 CCT-1 CCT-1 CCT-B CCT-B CCT-A CCT-A FA 33" FA 33" WALL PHONE WALL PHONEAFF 42" ? INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 GRATE=2573.17 FL=2568.38 INSTALL 10"Ø PVC SD LINE 29.77 LF @ S=1.00% RAISE GRATE OF EXIST. CATCH BASIN 12" TO 2574.00 INSTALL CONNECTION TO EXISITNG GAS MAIN. INSTALL 1.25"Ø SERVICE LATERAL TO NEW GAS METER LOCATION ON SOUTH SIDE OF CCT BUILDING. ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 C3.00 OVERALL UTILITY PLAN 1. ALL WATER TO COMPLY WITH LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS, ISPWC TO BE USED AS NOTED AND WHEN MERIDIAN STANDARDS ARE NOT PROVIDED. 2. BLOW OFF TO CONFORM WITH CITY OF MERIDIAN SD-W13 AND ISPWC SD-405. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 3. FIRE HYDRANTS TO BE AWWA C502 AND CONFORM TO CITY OF MERIDIAN SD-W7 AND ISPWC SD-404. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 4. WATER SERVICES TO CONFORM TO CITY OF MERIDIAN W10 (MODIFIED TO REMOVE "DOGLEG") AND ISPWC DIVISION 400. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 5. 8"Ø WATER PIPE TO BE C-900 PVC. PRIVATE SIDE 2.5"Ø SERVICE LINE TO BE POLYETHYLENE AWWA C901 (ISPWC 404 SPECIFICATIONS)). 6. ALL VALVES AND FITTINGS TO BE DUCTILE IRON - CLASS 250 & 350 PER SPEC. 7. THRUST BLOCKS REQUIRED AT ALL JOINTS & FITTINGS PER CITY OF MERIDIAN AND ISPWC STANDARDS. 8. ALL WATER TO HAVE 4' OF COVER. WATER NOTES: 1. STORM DRAIN CATCH BASIN TO CONFORM TO ISPWC SD-601. 2. STORM PIPE TO BE PVC ASTMD3034 SDR35 UNLESS OTHERWISE NOTED. 3. MINIMUM COVER TO BE 18" IN NOT TRAFFIC AREAS, 24" IN TRAFFIC AREAS. 4. STORM DRAIN MANHOLES TO CONFORM TO ISPWC SD-611. STORM DRAIN NOTES: 1. ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES. 2. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. GENERAL NOTES: 02/21/23 A-2023-0001 PIN PP PIN PP CCT-2 CCT-2 CCT-1 CCT-1 CCT-B CCT-B CCT-A CCT-A ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 C3.01 ENLARGED 1 WATER KEYNOTES INSTALL 8"X8"X8" TEE (MJxMJ) WITH (2) 8"Ø GATE VALVES AND THRUST BLOCKS ON EXISTING 8"Ø PVC WATER MAIN. INSTALL 8" PVC C900 WATERLINE INSTALL 8" 45° BEND W/ THRUST BLOCK CONNECT 2" SERVICE LATERAL TO 8" WATER MAIN INSTALL 2" WATER METER & SERVICE PER ISPWC SD-402 CAP 2" SERVICE LATERAL BEHIND CURB WALL FOR CONNECTION TO FUTURE 2" METER. FUTURE METER TO BE CONSTRUCTED AND BUILT AS PART OF FUTURE INTERIOR REMODEL OF MOB. INCREASE SERVICE LATERAL FROM 2" TO 4" 3.0' FROM WATER METER. INSTALL 4" PVC C900 SERVICE LATERAL EXTEND EXISTING 2" SERVICE LINE INTO NEW CCT BUILDING. COORDINATE CONNECTION LOCATION WITH MECHANICAL PLUMBING PLAN. 2 3 4 5 6 7 8 9 10 WATER KEYNOTES INSTALL 8"X4"X8" TEE (FLxMJ) WITH 4"Ø GATE VALVE AND THRUST BLOCK INSTALL 4" PVC C900 FIRE LINE LATERAL INSTALL 4" 45° ELBOW W/ THRUST BLOCK COORDINATE CONNECTION LOCATION OF WATER AND FIRE LINE SERVICE LATERALS WITH MECHANICAL PLUMBING PLAN. 11 12 13 UTILITY PLAN 14 STORM DRAIN KEYNOTES INSTALL 4"Ø ROOF DRAIN CLEANOUT INSTALL 4" Ø PVC ROOF DRAIN LINE S=2.00% MINIMUM WYE NEW 4" Ø ROOF DRAIN LINES INTO TOP OF EXIST. 6"Ø ROOF DRAIN LINE W/ 4"Ø INSERT-A-TEE INSTALL 4" WIDE PRECAST POLYMER TRENCH DRAIN WITH HEAVY DUTY (LOAD CLASS E) FRAME & COVER. LENGTH = 31.0' TIE LOW END OF TRENCH DRAIN TO 2'X2' JUNCTION BOX W/ 4"Ø SD LINE & END CAP INSTALL 2'X2' PRECAST CONCRETE JUNCTION BOX W/ SOLID FRAME AND COVER GRATE=2574.67, FL=2571.67 INSTALL 4"Ø DR-35 PVC SD LINE @ S=2.00% MINIMUM. LENGTH = 12.50' 15 16 17 18 19 1. ALL WATER TO COMPLY WITH LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS, ISPWC TO BE USED AS NOTED AND WHEN MERIDIAN STANDARDS ARE NOT PROVIDED. 2. BLOW OFF TO CONFORM WITH CITY OF MERIDIAN SD-W13 AND ISPWC SD-405. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 3. FIRE HYDRANTS TO BE AWWA C502 AND CONFORM TO CITY OF MERIDIAN SD-W7 AND ISPWC SD-404. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 4. WATER SERVICES TO CONFORM TO CITY OF MERIDIAN W10 (MODIFIED TO REMOVE "DOGLEG") AND ISPWC DIVISION 400. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 5. 8"Ø WATER PIPE TO BE C-900 PVC. PRIVATE SIDE 2.5"Ø SERVICE LINE TO BE POLYETHYLENE AWWA C901 (ISPWC 404 SPECIFICATIONS)). 6. ALL VALVES AND FITTINGS TO BE DUCTILE IRON - CLASS 250 & 350 PER SPEC. 7. THRUST BLOCKS REQUIRED AT ALL JOINTS & FITTINGS PER CITY OF MERIDIAN AND ISPWC STANDARDS. 8. ALL WATER TO HAVE 4' OF COVER. WATER NOTES: 1. STORM DRAIN CATCH BASIN TO CONFORM TO ISPWC SD-601. 2. STORM PIPE TO BE PVC ASTMD3034 SDR35 UNLESS OTHERWISE NOTED. 3. MINIMUM COVER TO BE 18" IN NOT TRAFFIC AREAS, 24" IN TRAFFIC AREAS. 4. STORM DRAIN MANHOLES TO CONFORM TO ISPWC SD-611. STORM DRAIN NOTES: 1. ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES. 2. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. GENERAL NOTES: 20 02/21/23 A-2023-0001 ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 C5.00 DETAILS 02/21/23 A-2023-0001