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Revised PARAMOUNT URGENT CARE (002) CIVIL SITE
517895 20I- 8 4 93I- 8 4 I-86 I-15I-15I -15 30 342 6 9 3 20 33 7526 202 6 2 8 75 21 9355I -84 5295 959512 139595I-909595 MONTANAWYOMINGUTAH CANADA WASHINGTONOREGONBOUNDARY BONNER KOOTENAI SHOSHONE BENEWAH LATAH CLEARWATER NEZ PERCE LEWIS IDAHO ADAMS WASHINGTON VALLEY LEMHI CUSTER CLARK FREMONT BOISEGEM PAYETTE BLAINE CAMAS ELMOREADA CANYON OWYHEE BUTTE LINCOLNGOODING JEROME TWIN FALLS CASSIA MINIDOKA POWER ONEIDA BANNOCK CARIBOU FRANKLIN BEAR LAKE BINGHAM BONNEVILLE JEFFERSON MADISON TETON NEVADA STATE MAP VICINITY MAP Know what's below. Call before you dig. R PROJECT SITE SHEET INDEX PAGE #SHEET #SHEET TITLE 1 CI001 COVER 2 CI002 GENERAL NOTES 3 CI003 LEGEND 4 CE001 OVERALL EXISTING & DEMOLITION PLAN 5 CE002 OVERALL EXISTING & DEMOLITION PLAN 6 CS000 OVERALL SITE PLAN 7 CS001 SITE PLAN 8 CS002 SITE PLAN 9 CS003 SITE DETAILS 10 CG001 GRADING PLAN 11 CG002 GRADING PLAN 12 CU001 UTILITY PLAN 13 CU002 SEWER PROFILE 14 CU003 UTILITY DETAILS 15 CP001 EROSION & SEDIMENT CONTROL PLAN SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID SURVEY. SITE PLAN DRAWINGS FOR PARAMOUNT - URGENT CARE MERIDIAN, IDAHO ENGINEER: HORROCKS ENGINEERS 2775 W. Navigator Dr., Suite 210 Meridian, ID 83642 (208) 895-2520 CONTACT: ROB SUNDERLAGE, PE ROBS@HORROCKS.COM UTILITIES: POWER- IDAHO POWER GAS- INTERMOUNTAIN GAS SEWER- CITY OF MERIDIAN WATER- CITY OF MERIDIAN OWNER: TOM AHLQUIST VP CONSTRUCTION TOM@BVADEV.COM (801) 560-7828 BALL VENTURES AHLQUIST 2775 W. NAVIGATOR DR., SUITE 220 MERIDIAN, ID 83642 APPLICANT: CUSHING TERRELL 800 W. MAIN STREET, SUITE 800 BOISE, ID 83702 (208) 336-4900 CONTACT: BOB HOWARD BENCHMARK: CP#1 ELEV: 2577.83' N: 728011.41' E: 2451667.04' SET: 5/8" REBAR WITH PLASTIC CAP "HORROCKS CONTROL" BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH BOUNDARY OF THE NE 1 4 OF THE NE1 4 OF SECTION 25, T4N, R1W, TAKEN AS S89°37'14"E, A DISTANCE OF 2669.41'. BEARINGS ARE GRID, DISTANCES ARE GROUND. DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_01_COVER.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 12:07 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_01_COVER.dwg CI001 COVER - PROJECT AREA Know what's below. Call before you dig. R THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. ENGINEER'S NOTICE TO CONTRACTOR USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. LEGAL NOTICE TO CONTRACTOR REVISIONS REV No.SHEET No.DATE OF REV DESCRIPTION # ENGINEER CERTIFICATION THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND 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: 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.ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 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, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4.ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6.CONTACTOR 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.SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION ACTIVITY ARE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO IDAHO STATE STATUE 55-1613 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.WHEN COVER OVER A SEWER PIPE IS LESS 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. 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. 3.MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 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. 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. ·CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC, 2018 EDITION. ·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC, 2017). ·PROJECT GEOTECHNICAL REPORT PREPARED BY MTI , FILE NUMBER B170608G AND DATED MAY, 19, 2017 NOTE: CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE JOBSITE DURING CONSTRUCTION. PROJECT SPECIFICATIONS AND STANDARDS GENERAL NOTES GRADING & DRAINAGE NOTES UTILITY CONTACTSUTILITY NOTES UTILITY NOTES EROSION CONTROL NOTES INTERMOUNTAIN GAS P.O. BOX 64 BOISE, ID 83732 208-377-6863 CONTACT: MISHELE SINGLETON NATURAL GAS ACHD 3775 N. ADAM ST. GARDEN CITY, ID 83714 208-387-6100 CONTACT: TIM NICHOLSON CENTURY LINK 245 S. CAPITOL BLVD BOISE, ID 83702 208-385-2144 CONTACT: MELISSA MENDEZ PUBLIC ROADS TELEPHONE IDAHO POWER P.O. BOX 70 BOISE, ID 83707 208-388-6320 CONTACT: VIC STEELMAN POWER CITY OF MERIDIAN 33 E. BROADWAY AVE, SUITES 200 & 204 MERIDIAN, ID 83642 208-898-5500 CONTACT: KYLE RADEK, PE WATER CITY OF MERIDIAN 33 E. BROADWAY AVE, SUITES 200 & 204 MERIDIAN, ID 83642 208-884-5533 CONTACT: CLINT DOLSBY, PE SEWER MERIDIAN FIRE DISTRICT 33 E. BROADWAY AVE. SUITE 210 MERIDIAN, ID 83642 208-888-1234 CONTACT: CHEIF PERRY PALMER FIRE PROJECT CONTACTS CITY OF MERIDIAN 33 E. BROADWAY AVE MERIDIAN, ID 83642 208-884-5533 CONTACT: WARREN STEWART, PE PRIVATE ROADS NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST ST. SOUTH NAMPA, ID 83651 208-466-7861 CONTACT: GREG CURTIS IRRIGATION MATERIALS TESTING & INSPECTION 2791 S. VICTORY VIEW WAY BOISE, ID 83709 208-376-4748 CONTACT: MONICA SACULLES, PE GEOTECHNICAL ENGINEER BALL VENTURES AHLQUIST 2775 W. NAVIGATOR DR., SUITE 220 MERIDIAN, ID 83642 801-560-7828 TOM@BVADEV.COM CONTACT: TOM AHLQUIST, VP DEVELOPER CTA GROUP 800 W. MAIN STREET, SUITE 800 BOISE, ID 83702 208-336-4900 CONTACT: BOB HOWARD ARCHITECT BAER DESIGN GROUP, LLC 539 S. FITNESS PLACE, SUITE 120 EAGLE, ID 83616 208-938-7721 CONTACT: GREG BAER LANDSCAPE ARCHITECT HORROCKS ENGINEERS 2775 W. NAVIGATOR DR., SUITE 210 MERIDIAN, ID 83642 208-895-2520 CONTACT: ROB SUNDERLAGE, PE CIVIL ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR., SUITE 210 MERIDIAN, ID 83642 208-895-2520 CONTACT: FRITZ BROWNELL, PLS SURVEYOR 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 FACILITIES - 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 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. DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_02_GENERAL NOTES.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 12:26 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_02_GENERAL NOTES.dwg CI002 GENERAL NOTES - 3/4'' W 3/4'' W 1'' W 1'' W 2'' W 2'' W 3'' W 3'' W 4'' W 4'' W 6'' W 6'' W 8'' W 8'' W WATER PROPOSEDEXISTING W W A ALGEBRAIC GRADE CHANGE ABC AGGREGATE BASE COURSE AC ASPHALTIC CEMENT OR CONCRETE BC BUILDING CORNER BCR BACK OF CURB RETURN BFE BASE FLOOD ELEVATION BFF BASEMENT FINISH FLOOR ELEVATION BLDG BUILDING BM BENCHMARK BP BEGIN POINT BV BUTTERFLY VALVE BVC BEGIN VERTICAL CURVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BVP BEGIN VERTICAL PROFILE BVW BOTTOM OF VISIBLE WALL C&G CURB & GUTTER CL CENTERLINE CB CATCH BASIN CLR CLEAR CO CLEANOUT CONC CONCRETE Cu COPPER C.Y.CY CUBIC YARD DIA DIAMETER DIP DUCTILE IRON PIPE DWG DRAWING E EAST OR EASTING EA EACH EL ELEVATION EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EP END POINT ESMT EASEMENT EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE EX EXISTING FF FINISHED FLOOR ELEVATION FE FLANGE END FG FINISHED GRADE ELEVATION FL FLOW LINE FJ FLANGE JOINT FM FORCE MAIN FPS FEET PER SECOND FT FOOT OR FEET FUT FUTURE G GAS LINE GB GRADE BREAK GFF GARAGE FINISHED FLOOR ELEVATION GV GATE VALVE HGL HYDRAULIC GRADE LINE HRZ HORIZONTAL HP HIGH POINT HWM HIGH WATER MARK ID INSIDE DIAMETER IN INCH(ES) IRR IRRIGATION (PRESSURIZED)/ NON-POTABLE K VERTICAL CURVE COEFFICIENT L LENGTH LF LINEAR FEET L/S LANDSCAPE LP LOW POINT LT LEFT MAX MAXIMUM MFR MANUFACTURER MGD MILLION GALLONS PER DAY MID MIDDLE MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH OR NORTHING, FRICTION FACTOR N/A NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PH PHASE PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION Q RATE OF FLOW R RADIUS R/W RIGHT OF WAY REV REVISION RT RIGHT S SLOPE S/W SIDEWALK SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SPEC SPECIFICATIONS SSMH SANITARY SEWER MANHOLE SS SANITARY SEWER S/L STREETLIGHT STA STATION STD STANDARD SVE SIGHT VISIBILITY EASEMENT TBM TEMPORARY BENCH MARK TC TOP OF CONCRETE TBC TOP BACK OF CURB TEMP TEMPORARY TA TOP OF ASPHALT TF TOP OF FOOTING TG TOP OF GRATE TRW TOP OF RETAINING WALL TW TOP OF WALL TYP TYPICAL UTC UNTREATED BASE COURSE V VELOCITY VC VERTICAL CURVE VRT VERTICAL WTR WATER W/WITH MATCHLINE STA. XX+XX.XX SEE SHEET PP-XX UNKNOWN 18'' W 18'' W 24'' W 24'' W 30'' W 30'' W 36'' W 36'' W EXISTING PROPOSED ELECTRICAL MANHOLE ABBREVIATIONSSTANDARD SYMBOLSHATCH PATTERNS SURFACE FEATURES BUILDING / PAD CONCRETE SIDEWALK / FLATWORK HEAVY DUTY PAVEMENT SECTION LIGHT DUTY PAVEMENT SECTION CONSTRUCTION KEYNOTE TAGS DETAIL REFERENCE 1-1/2'' W 1-1/2'' W SCALE: X - DETAIL NAME NTS ADA ACCESS RAMP TRUNCATED DOMES GRAVEL LANDSCAPE AREAS / GRASS FO TV T E JB IR PP WWS SD W E T FO IR W G G TV T WWCO SD TP BH fo tv t jb ir pp s w e t fo ir w g g tv tb co e sd FIBER OPTIC MANHOLE TELEPHONE MANHOLE CABLE TV MANHOLE ELECTRICAL POWER POLE SIGNAL POLE ELECTRICAL BOX FIBER OPTIC BOX JUNCTION BOX TELEPHONE BOX TELEPHONE PEDESTAL CABLE TV BOX LIGHT POLE LIGHT POLE OPT 2 LIGHT POLE OPT 3 GAS MANHOLE GAS METER CLEANOUT SEWER MANHOLE IRRIGATION MANHOLE IRRIGATION BOX WATER MANHOLE WATER METER FIRE HYDRANT FIRE HYDRANT OPT 2 GATE VALVE GATE VALVE OPT 2 CROSS TEE 90° BEND 45° BEND 22.5° BEND 11.25° BEND WYE REDUCER CAP & PLUG STORM DRAIN MANHOLE AREA DRAIN ROUND AREA DRAIN SQUARE DROP INLET CURB INLET CURB INLET OPT 2 CURB INLET OPT 3 CURB DOUBLE INLET CURB DOUBLE INLET OPT 2 COMBO BOX OIL/WATER SAND/GREASE OIL/WATER SAND/GREASE OPT 2 FLARED END LARGE FLARED END SMALL SIGN BOLLARD BORE HOLE TEST PIT SD TP BH 10'' W 10'' W 12'' W 12'' W 14'' W 14'' W 16'' W 16'' W 48'' W 48'' W 60'' W 60'' W 72'' W 72'' W 3/4 INCH 1 INCH 1-1/2 INCH 2 INCH 3 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 14 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 48 INCH 60 INCH 72 INCH 4'' SD 4'' SD 6'' SD 6'' SD 10'' SD 10'' SD 12'' SD 12'' SD 15'' SD 15'' SD 16'' SD 16'' SD 18'' SD 18'' SD STORM PROPOSEDEXISTING SD SDUNKNOWN 48'' SD 48'' SD 54'' SD 54'' SD 60'' SD 60'' SD 66'' SD 66'' SD 8'' SD 8'' SD 24'' SD 24'' SD 30'' SD 30'' SD 36'' SD 36'' SD 42'' SD 42'' SD 72'' SD 72'' SD 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 42 INCH 48 INCH 54 INCH 60 INCH 66 INCH 72 INCH 4'' SS 4'' SS 6'' SS 6'' SS 10'' SS 10'' SS 12'' SS 12'' SS 14'' SS 14'' SS 15'' SS 15'' SS 16'' SS 16'' SS SEWER PROPOSEDEXISTING SS SSUNKNOWN 8'' SS 8'' SS 18'' SS 18'' SS 24'' SS 24'' SS 30'' SS 30'' SS 36'' SS 36'' SS 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 14 INCH SSSERVICE LATERAL 1'' IRR 1'' IRR 2'' IRR 2'' IRR 6'' IRR 6'' IRR 8'' IRR 8'' IRR 10'' IRR 10'' IRR 12'' IRR 12'' IRR IRRIGATION PROPOSEDEXISTING IRR IRRUNKNOWN 4'' IRR 4'' IRR 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 18 INCH 24 INCH 30 INCH 36 INCH BEL BEL 2'' BEL 2'' BEL 4'' BEL 4'' BEL 6'' BEL 6'' BEL 8'' BEL 8'' BEL 10'' BEL 10'' BEL A-1/0 A-1/0 A-1/0 POWER PROPOSEDEXISTING OHP OHPOVERHEAD 3'' BEL 3'' BEL A-4/0 A-4/0 A-4/0 B-1/0 B-1/0 B-4/0 B-4/0 B-4/0 C-1/0 C-1/0 UNDERGROUND 2 INCH 3 INCH 4 INCH 6 INCH 10 INCH 1 PH A 1/0 1 PH A 4/0 1 PH B 1/0 1 PH B 4/0 1 PH C 1/0 8 INCH SERVICE LATERAL SERVICE LATERAL C-4/0 C-4/0 ABC-4/0 ABC-4/0 ABC-750 SEC SEC SL SL SL A-1/0A-1/0A-1/0 A-4/0A-4/0A-4/0 B-1/0B-1/0 B-4/0B-4/0B-4/0 C-1/0C-1/0 C-4/0C-4/0 ABC-4/0ABC-4/0 ABC-750 SECSEC SLSLSL 1 PH C 4/0 3 PH ABC 4/0 3 PH ABC 750A SECONDARY STREET LIGHT BCTV BCTV BFO BFO TEL TEL BTEL BTEL COMMUNICATIONS PROPOSEDEXISTING CTV CTVOVERHEAD CABLE TV FO FO UNDERGROUND CABLE TV OVERHEAD FIBER OPTIC UNDERGROUNG FIBER OPTIC ctv ctv OVERHEAD TELEPHONE UNDERGROUND TELEPHONE 1'' G 1'' G 2'' G 2'' G 6'' G 6'' G 8'' G 8'' G 12'' G 12'' G GAS PROPOSEDEXISTING G GUNKNOWN 4'' G 4'' G 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 12 INCH 3 INCH HPG HPGHIGH PRESSURE LD LDLAND DRAIN FILL FILL LOD LOD GB GB GB HWM HWM 1YR HWM 5YR HWM 10YR CUT CUT CUT HWM 25YR HWM 50YR HWM 100YR X X X X X CUT LINE FILL LINE LIMITS OF DISTURBANCE DITCH GRADE BREAK HIGH WATER MARK HIGH WATER MARK - 1 YEAR EVENT HIGH WATER MARK - 5 YEAR EVENT HIGH WATER MARK - 10 YEAR EVENT HIGH WATER MARK - 25 YEAR EVENT HIGH WATER MARK - 50 YEAR EVENT HIGH WATER MARK - 100 YEAR EVENT FENCE - BARBED FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - WOOD WALL - BLOCK WALL - PANEL WALL - ROCK R/W RIGHT OF WAY WALL - CONCRETE CENTERLINE (ROAD/ENTITY) CURB & GUTTER PARCEL LINE PROPERTY BOUNDARY 10' PUBLIC UTILITY & DRAINAGE EASEMENT (P.U.E.) JUT TOP TOP TOP >>> MISCELLANEOUS PROPOSEDEXISTING DEMO TOE TOE UNKNOWN PIPE JOINT UTILITY TRENCH TOE OF SLOPE TOP OF SLOPE DIRECTIONAL FLOWLINE GUARDRAIL RAILROAD TRACKS EDGE OF PAVEMENT top top top toe toe PAINT STRIPE - SOLID PAINT STRIPE - DOUBLE SOLID PAINT STRIPE - BROKEN PAINT STRIPE - BIKE LANE INTERSECTION PAINT STRIPE - LANE DROP PAINT STRIPE - LANE LINE EXTENSION FUT FUT LTG LTG PED PED DET DET EXISTING/PROPOSED TRAFFIC SIGNAL - DETECTION CONDUIT PWR PWR SIG SIG TRAFFIC SIGNAL - FUTURE CONDUIT TRAFFIC SIGNAL - LIGHTING CONDUIT TRAFFIC SIGNAL - PEDESTRIAN CONDUIT TRAFFIC SIGNAL - POWER SOURCE CONDUIT TRAFFIC SIGNAL - SIGNAL CONDUIT 4000 4002 4000 4002 CONTOUR - MAJOR CONTOUR - MINOR 2'' BEL 2'' BEL 4'' BEL 4'' BEL 6'' BEL 6'' BEL 8'' BEL 8'' BEL 10'' BEL 10'' BEL 3'' BEL 3'' BEL 35 D00 OR DEMO PLAN OR GRADING PLAN OR SITE PLAN OR WATER OR SEWER OR STORM DRAIN OR IRRIGATION OR CABLE TV OR TELEPHONE OR GAS OR MISCELLANEOUS 66 36 81 51 91 94 97 A 01 G1 G9 D99 50 65 80 90 93 96 99 Z 00 00OR POWER DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_03_LEGEND.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 12:58 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_03_LEGEND.dwg CI003 LEGEND - pp ir ir e e e e t e e s irir ir ir e e s s e irir e e w ir e pp e e t ggggggggggggggggggggggjb jb belFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ggggggggggggggggggggggggggbel bel bel bel bel bel bel belbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbel bel bel bel e e e e eSIGSIGSIGSIGSIGSIGSIGSIGSIGSIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIGw sd pp irir25802585258525852 5 8 5 2 5 7 82578 257925812581258225822583258325842584258425842584258425842584 25 7 7 25772577257825782579257925792579CP - 58 PPC HORROCKS CONTROL 1 2577.83 CP - SPIKE 2 2577.97 CP - SCRIBED X 3 2578.11 QC - N 1/4 S 25 2 IN AC 5 2581.13 CP - FND 58 RPC FLSI CONTROL 22 2579.27 CP - SPIKE 23 2579.92 RWC - 58 YPC THRU ILLEGIBLE 26 2578.31 RWC - 58 YPC ENG NW PLS 7880 25 2580.80 RWC - 58 NO CAP 24 2580.43 RWC - 58 NO CAP 30 2580.16 2580 25 7 8 2579 2581 2582 2583 SURVEY CONTROL POINTS Point # 1 2 3 4 5 22 23 24 25 26 30 Northing 728011.41 727998.96 727785.79 728089.06 728156.94 728049.66 728031.99 727967.52 727997.88 727753.36 727953.93 Easting 2451667.04 2451668.20 2452103.19 2452124.43 2451709.35 2451728.25 2451976.11 2452042.69 2452031.51 2452045.80 2452047.63 Elevation 2577.83 2577.97 2578.11 2582.30 2581.13 2579.27 2579.92 2580.43 2580.80 2578.31 2580.16 Description CP - 58 PPC HORROCKS CONTROL CP - SPIKE CP - SCRIBED X CP - SCRIBED X QC - N 1/4 S 25 2 IN AC CP - FND 58 RPC FLSI CONTROL CP - SPIKE RWC - 58 NO CAP RWC - 58 YPC ENG NW PLS 7880 RWC - 58 YPC THRU ILLEGIBLE RWC - 58 NO CAPHORROC K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' 1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. 2.ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL REPORT DATED 5/19/2017. 3.CONTOURS ARE SHOWN AT 1' INTERVALS. SHEET NOTES: DEMOLITION KEY NOTES: EXISTING TREE (TO BE REMOVED) EXISTING SIDEWALK (TO BE REMOVED) EXISTING GRASS (TO BE REMOVED) SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID SURVEY. D01 D02 D03 PROTECTION KEY NOTES: EXISTING SANITARY SEWER MANHOLE (PROTECT IN PLACE) EXISTING 8" SANITARY SEWER STUB (PROTECT IN PLACE) EXISTING IRRIGATION LINE (PROTECT IN PLACE) EXISTING GAS LINE (PROTECT IN PLACE) EXISTING ELECTRICAL JUNCTION BOX (PROTECT IN PLACE) EXISTING WATER LINE (PROTECT IN PLACE) EXISTING TREE (PROTECT IN PLACE) EXISTING SIDEWALK (PROTECT IN PLACE) EXISTING IRRIGATION BOX (PROTECT IN PLACE) EXISTING BURIED ELECTRIC (PROTECT IN PLACE) EXISTING OVERHEAD POWER (PROTECT IN PLACE) EXISTING SIGN (PROTECT IN PLACE) P01 P02 P03 P04 P05 P06 P07 P08 P09 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_04_EXISTING.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 01:06 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_04_EXISTING.dwg CE001 OVERALL EXISTING & DEMOLITION PLAN - D01 D01 D03 D03 P01 P02 P06 BENCHMARK: CP#1 ELEV: 2577.83' N: 728011.41' E: 2451667.04' SET: 5/8" REBAR WITH PLASTIC CAP "HORROCKS CONTROL" REBAR - SET OR FOUND AS NOTED CONTROL POINT - SET OR FOUND AS NOTED SURVEY CONTROL LEGEND: CONTROL POINTCP REBAR WITH CAPRWC PINK PLASTIC CAPPPC YELLOW PLASTIC CAPYPC RED PLASTIC CAPRPC QUARTER CORNERQC ASPHALT CONCRETEAC P05 P05 P05 P05 P05 P04 P04 P01 P03 P03 P10 P11 P12 D01 P07 P07 P07 P07 P07 P07 P07 P07 P07 P07 P07 P07 P07 P07 P07 P07 P07 P08 P08 P09 P09 P09 P09 P09 P09 P05 P11 P11 P10 P10 P10 P10 P10 P12 P12 P12 P03 P03 MATCH LINE SEE SHEET CE002 s t e ir gXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXjbjb jb belbelFO FO FOFOFOFOFOFOFOgggggg g g bel bel b e l b e l b e l b e l b e l b e l b e l irir RWC - 58 YPC ENG NW PLS 7880 17 2578.59 CP - SPIKE 21 2576.46 RWC - 58 YPC ENG NW PLS 7880 27 2577.96 RWC - 12 YPC ENG NW PLS 7880 35 2577.62 RWC - 12 YPC ENG NW PLS 7880 36 2577.77 RWC - 12 YPC THRU ILLEGIBLE 37 2577.55 25 7 6 25762577 2577257 7 25772578257825802 5 7 62576 257725782579 SURVEY CONTROL POINTS Point # 1 2 3 4 5 22 23 24 25 26 30 Northing 728011.41 727998.96 727785.79 728089.06 728156.94 728049.66 728031.99 727967.52 727997.88 727753.36 727953.93 Easting 2451667.04 2451668.20 2452103.19 2452124.43 2451709.35 2451728.25 2451976.11 2452042.69 2452031.51 2452045.80 2452047.63 Elevation 2577.83 2577.97 2578.11 2582.30 2581.13 2579.27 2579.92 2580.43 2580.80 2578.31 2580.16 Description CP - 58 PPC HORROCKS CONTROL CP - SPIKE CP - SCRIBED X CP - SCRIBED X QC - N 1/4 S 25 2 IN AC CP - FND 58 RPC FLSI CONTROL CP - SPIKE RWC - 58 NO CAP RWC - 58 YPC ENG NW PLS 7880 RWC - 58 YPC THRU ILLEGIBLE RWC - 58 NO CAPHORROC K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' 1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. 2.ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL REPORT DATED 5/19/2017. 3.CONTOURS ARE SHOWN AT 1' INTERVALS. SHEET NOTES: DEMOLITION KEY NOTES: EXISTING TREE (TO BE REMOVED) EXISTING SIDEWALK (TO BE REMOVED) EXISTING GRASS (TO BE REMOVED) SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID SURVEY. D01 D02 D03 PROTECTION KEY NOTES: EXISTING SANITARY SEWER MANHOLE (PROTECT IN PLACE) EXISTING 8" SANITARY SEWER STUB (PROTECT IN PLACE) EXISTING IRRIGATION LINE (PROTECT IN PLACE) EXISTING GAS LINE (PROTECT IN PLACE) EXISTING ELECTRICAL JUNCTION BOX (PROTECT IN PLACE) EXISTING WATER LINE (PROTECT IN PLACE) EXISTING TREE (PROTECT IN PLACE) EXISTING SIDEWALK (PROTECT IN PLACE) EXISTING IRRIGATION BOX (PROTECT IN PLACE) EXISTING BURIED ELECTRIC (PROTECT IN PLACE) EXISTING OVERHEAD POWER (PROTECT IN PLACE) EXISTING SIGN (PROTECT IN PLACE) P01 P02 P03 P04 P05 P06 P07 P08 P09 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_04_EXISTING.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 01:06 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_04_EXISTING.dwg CE002 OVERALL EXISTING & DEMOLITION PLAN - BENCHMARK: CP#1 ELEV: 2577.83' N: 728011.41' E: 2451667.04' SET: 5/8" REBAR WITH PLASTIC CAP "HORROCKS CONTROL" REBAR - SET OR FOUND AS NOTED CONTROL POINT - SET OR FOUND AS NOTED SURVEY CONTROL LEGEND: CONTROL POINTCP REBAR WITH CAPRWC PINK PLASTIC CAPPPC YELLOW PLASTIC CAPYPC RED PLASTIC CAPRPC QUARTER CORNERQC ASPHALT CONCRETEAC P10 P11 P12 P07 P10 P07 P10 P10 P04 P03 P03 P03 P01 MATCH LINE SEE SHEET CE001 P07 C1pp ir ir e e e e t e e s irir ir ir e e s s s e irir e e w ir e t e sesd sd w ir pp e e t ggggggggggggggggggbelbelX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXjbjb jb jb jb jb belFO FO F O FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel FO FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO gggggggggggggggggggg g g g g g g g g bel bel bel bel belbelbelbelbelbelbelbelbelbelbelbelbel bel bel belbel belb e l b e l b e l b e l b e l b e l b e l e e e e e SIGSIGSIGSIGSIGSIGSIGSIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG w ir sd sd sd sd sd pp pp pp ir ir irir irir irAAC2441BB3 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LODLOD LODLODLODLODLODLODLODLODLOD LOD LODLOD LOD LODLODLODLOD LOD LOD HO R R O C K SEN G I N E E R SN 0 30'60' SCALE: 1" = 30' DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 09:30 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg CS000 OVERALL SITE PLAN - COMMON LOT 1 (FUTURE ROW) EXISTING PARCEL 2 LOT 2 LOT 3 LOT 4 LOT 5 COMMON LOT 6 AREA: 9,719 SF (0.22 ACRES) AREA: 23,651 SF (0.54 ACRES) AREA: 47,137 SF (1.08 ACRES) AREA: 30,944 SF (0.71 ACRES) AREA: 15,701 SF (0.36 ACRES) AREA: 36,583 SF (0.84 ACRES) AREA: 29,172 SF (0.67 ACRES) C1pp ir ir e e e e t e e s ir ir ir ir e e s s e irir e e w ir e t pp e e t gggggggggggggggggggggggjb jb belbelbelFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ggggggggggggggggggggggggggbel bel bel bel bel bel bel belbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbel bel bel bel bel belbelbel bele e e e e SIGSIGSIGSIGSIGSIGSIGSIG SIG SIG SIG SIG SIG SIGSIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIGw sd pp ir irir irirAAC2441BB3 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LODR30'R3 0 ' PROPOSED BUILDING 5376 SF FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS US HWY 20/26 N FOX RUN WAYR10'R5 'R5'R5'R5' R 5 ' R5' SIDEWALK BY OTHERS. FINAL SIDEWALK GRADES SHALL BE PROVIDED PRIOR TO EARTHWORK AND LANDSCAPE FINISHING FRONTAGE IMPROVEMENTS FOR FOX RUN ARE BY OTHERS. CONTRACTOR SHALL ENSURE THAT GRADES AT TIE IN POINTS ARE COORDINATED. ANY DISCREPANCEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. TEMPORARY CONDITIONS MAY BE REQUIRED. CONTRACTOR SHALL ASSUME THAT A SAW CUT ALONG FOX RUN ASPHALT IS NEEDED FOR CLEAN TIE IN WITH DRIVEWAY APPROACH R10' COMMON LOT 1 (FUTURE ROW) LOT 2 LOT 3 LOT 5 EXISTING PARCEL 2 COMMON LOT 1 (FUTURE ROW)R10'AREA: 23,651 SF (0.54 ACRES) AREA: 9,719 SF (0.22 ACRES) AREA: 47,137 SF (1.08 ACRES) AREA: 30,944 SF (0.71 ACRES) AREA: 36,583 SF (0.84 ACRES)R5'30'9'108'18'108'30'9'63'9'9'72'18'36'21.2'16.8'81'34.6'28' 19'28'19'19'25'19'84.3' 113.3'249'198'132.4' 19'25'8.5'63'8.5'28' 10'45'7.6'12'18'7.4'28.2'18.8'16.5'2.9'40.5'59.3'5.2' 12.6' 90'9.5'20.6'372.5'24.8'19'25'19'19'25'19'151'7'2.9'50.5'39.4'8.9'110'5'15.8'73.5'26'92.8'14.9'15.8' 6.5'9'6.5'6'BUILDING COORDINATE TABLE GRIDLINE INTERSECTION A-1 A-4 C-1 C-4 Northing 728046.60 728047.64 727996.10 727997.14 Easting 2451832.45 2451722.45 2451831.97 2451721.97HORROC K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' MISCELLANEOUS KEYNOTES PROPERTY BOUNDARY EXISTING RIGHT OF WAY FUTURE RIGHT OF WAY A B C NOTES: 1.DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE. 2.ALL RADII ON FACE OF CURB IN PARKING AREA ARE 3' UNLESS OTHERWISE NOTED. 3.JOINTS AND CONSTRUCTION OF CONCRETE AREAS SHALL BE PER ISPWC SD-714, SD-714A, SD-714B. 4.JOINT PATTERNS PER ISPWC ARE A MINIMUM STANDARD SEE LANDSCAPE ARCHITECT PLANS FOR ADDITIONAL DETAILING. 5.ADA RAMPS SHALL INCLUDE TRUNCATED DOMES PER STANDARD ISPWC DETAILS AND SHALL EXTEND THE LENGTH OF RAMP OPENING. 6.PARKING LOT STRIPING AS SHOWN SHALL MEET CITY OF MERIDIAN SPACING REQUIREMENTS AND LOCATION OF SPACES AS SHOWN. PARKING ANALYSIS BUILDING AREA 5376 SF REQUIRED STALLS 11 PROVIDED STALLS 101 HANDICAP STALLS REQUIRED *1 HANDICAP STALLS PROVIDED **6 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 3 VAN ACCESSIBLE STALLS BUILDING ANALYSIS BUILDING AREA TOTAL 5376 SF BUILDING TYPE (IBC) *- NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE. 13 01 01 01 06 06 1312 12 12 11 11 02 13 06 03 05 04 0202 10 08 08 08 08 08 08 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 09:30 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg CS001 SITE PLAN - 07 07 07 A A A A B B BB C C C C 09 09 09 13 14 14 15 1617 01 12 01 A A MATCH LINE SEE SHEET CS002 18 CONSTRUCTION KEYNOTES INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET CS003 FOR TYPICAL PAVEMENT SECTIONS. INSTALL CONCRETE SIDEWALK (ISPWC SD-709) INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC SD-712, SD-712C, & SD-712G, MIDBLOCK) HANDICAP PARKING SIGN HANDICAP PARKING SIGN - VAN ACCESSIBLE 6" VERTICAL CURB AND GUTTER (ISPWC SD-701) FUTURE BUILDING PACKAGE (BY OTHERS, FOR REFERENCE ONLY) LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS INSTALL LIGHT DUTY ASPHALT PAVEMENT, SEE SHEET CS003 FOR CONCRETE PAVEMENT SECTION INSTALL ONE (1) BICYCLE PARKING STALL WITH TWO (2) INVERTED U RACKS, SEE SHEET CS003 FOR DETAIL (CONCRETE LIGHT DUTY SECTION) MATCH EXISTING TOP BACK OF CURB PLACE 4-INCH WHITE PAINT STRIPING 6" "MODIFIED" REVERSE SLOPE CURB & GUTTER, SEE SHEET CS003 FOR DETAIL COORDINATE WITH OTHERS FOR CONNECTION TO FUTURE IMPROVEMENTS. INSTALL TEMPORARY 2' ASPHALT CURB IF CURRENT CONSTRUCTION PRIOR TO FUTURE IMPROVEMENT CONSTRUCTION. INSTALL HEAVY DUTY CONCRETE ASPHALT PAVEMENT, SEE SHEET CS003 FOR TYPICAL PAVEMENT SECTIONS. REINFORCEMENT IN DUMPSTER PAD TO EXTEND 10' MINIMUM BEYOND FACE OF ENCLOSURE. SEE DETAIL CS003 PROPOSED TRASH ENCLOSURE BY OTHERS, REFER TO ARCHITECTURAL PLANS. 4' CUT IN TEMPORARY ASPHALT CURB 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 09 09 09 06 06 06 13 13 09 08 09 12 12 12 12 12 12 12 13 s t e ir XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXjbjb jb belbelFOFO FO FOFOFOFOFOFOggggg g g bel b e l b e l b e l b e l b e l b e l b e l b e l irir LODLODLODLODLODLOD LOD LOD LODLODLOD LOD LODLODLODR30' R 3 0 ' LOT 4 COMMON LOT 6 LOT 5 FRONTAGE IMPROVEMENTS FOR COLLECTOR ROAD ARE BY OTHERS. CONTRACTOR SHALL ENSURE THAT GRADES AT TIE IN POINTS ARE COORDINATED. ANY DISCREPANCEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. TEMPORARY CONDITIONS MAY BE REQUIRED. CONTRACTOR SHALL ASSUME THAT A SAW CUT ALONG COLLECTOR ROAD ASPHALT IS NEEDED FOR CLEAN TIE IN WITH DRIVEWAY APPROACH AREA: 15,701 SF (0.36 ACRES) AREA: 36,583 SF (0.84 ACRES) AREA: 29,172 SF (0.67 ACRES) FUTURE IMPROVEMENTS R10' R1 0 ' R1 0 '25'19'63'81'54'HO R R O C K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' MISCELLANEOUS KEYNOTES PROPERTY BOUNDARY EXISTING RIGHT OF WAY FUTURE RIGHT OF WAY A B C NOTES: 1.DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE. 2.ALL RADII ON FACE OF CURB IN PARKING AREA ARE 3' UNLESS OTHERWISE NOTED. 3.JOINTS AND CONSTRUCTION OF CONCRETE AREAS SHALL BE PER ISPWC SD-714, SD-714A, SD-714B. 4.JOINT PATTERNS PER ISPWC ARE A MINIMUM STANDARD SEE LANDSCAPE ARCHITECT PLANS FOR ADDITIONAL DETAILING. 5.ADA RAMPS SHALL INCLUDE TRUNCATED DOMES PER STANDARD ISPWC DETAILS AND SHALL EXTEND THE LENGTH OF RAMP OPENING. 6.PARKING LOT STRIPING AS SHOWN SHALL MEET CITY OF MERIDIAN SPACING REQUIREMENTS AND LOCATION OF SPACES AS SHOWN. BUILDING ANALYSIS BUILDING AREA TOTAL 5376 SF BUILDING TYPE (IBC) *- NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE. 13 01 06 1111 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 09:30 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg CS002 SITE PLAN - A C MATCH LINE SEE SHEET CS001 06 13 13 08 09 09 12 12 12 12 CONSTRUCTION KEYNOTES INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET CS003 FOR TYPICAL PAVEMENT SECTIONS. INSTALL CONCRETE SIDEWALK (ISPWC SD-709) INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC SD-712, SD-712C, & SD-712G, MIDBLOCK) HANDICAP PARKING SIGN HANDICAP PARKING SIGN - VAN ACCESSIBLE 6" VERTICAL CURB AND GUTTER (ISPWC SD-701) FUTURE BUILDING PACKAGE (BY OTHERS, FOR REFERENCE ONLY) LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS INSTALL LIGHT DUTY ASPHALT PAVEMENT, SEE SHEET CS003 FOR CONCRETE PAVEMENT SECTION INSTALL ONE (1) BICYCLE PARKING STALL WITH TWO (2) INVERTED U RACKS, SEE SHEET CS003 FOR DETAIL (CONCRETE LIGHT DUTY SECTION) MATCH EXISTING TOP BACK OF CURB PLACE 4-INCH WHITE PAINT STRIPING 6" "MODIFIED" REVERSE SLOPE CURB & GUTTER, SEE SHEET CS003 FOR DETAIL COORDINATE WITH OTHERS FOR CONNECTION TO FUTURE IMPROVEMENTS. INSTALL TEMPORARY 2' ASPHALT CURB IF CURRENT CONSTRUCTION PRIOR TO FUTURE IMPROVEMENT CONSTRUCTION. INSTALL HEAVY DUTY CONCRETE ASPHALT PAVEMENT, SEE SHEET CS003 FOR TYPICAL PAVEMENT SECTIONS. REINFORCEMENT IN DUMPSTER PAD TO EXTEND 10' MINIMUM BEYOND FACE OF ENCLOSURE. SEE DETAIL CS003 PROPOSED TRASH ENCLOSURE BY OTHERS, REFER TO ARCHITECTURAL PLANS. 4' CUT IN TEMPORARY ASPHALT CURB 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 PARKING ANALYSIS BUILDING AREA 5376 SF REQUIRED STALLS 11 PROVIDED STALLS 101 HANDICAP STALLS REQUIRED *1 HANDICAP STALLS PROVIDED **6 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 3 VAN ACCESSIBLE STALLS NOTES: CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME SPECIFICATIONS AS ADJOINING SIDEWALK GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN CONCRETE FOLLOWING MANUFACTURER'S INSTRUCTIONS RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL WITH WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR THE INTENDED PURPOSE BICYCLE PARKING DETAIL PLAN 8.7'9'3' SECTION 7' - 7"35"24"3'2.7' FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE PAVEMENT SECTION COMPONENT LIGHT DUTY HEAVY DUTY ASPHALTIC CONCRETE 2.5 "2.5 " CRUSHED AGGREGATE BASE 4.0 "4.0 " STRUCTURAL SUBBASE 10.0"12.0" COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE PREPARATION SECTION SEE PAVEMENT SUBGRADE PREPARATION SECTION ASPHALT CONCRETE: ASPHALT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC, SECTION 810 CLASS III PLANT MIX. MATERIAL SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS. STRUTURAL SUBBASE: MATERIAL COMPLYING WITH REQUIREMENTS FOR GRANULAR STRUCTURAL FILL (UNCRUSHED) AS DEFINED IN ISPWC. - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER B170608g (MAY 19, 2017) PORTLAND CEMENT CONCRETE: 4000 PSI COMPLYING WITH ITD URBAN CONCRETE STANDARD. REFERENCE THE GEOTECHNICAL REPORT FOR ALL INFORMATION ON THE AGGREGATE BASE AND SUBBASE MATERIAL AND PREPARATION. NOTE: SEE THE GEOTECHNICAL REPORT FOR REINFORCEMENT REQUIREMENTS. RIGID (CONCRETE) PAVEMENT SECTION TABLE PAVEMENT SECTION COMPONENT LIGHT DUTY (PEDESTRIAN)HEAVY DUTY (TRAFFIC) PORTLAND CEMENT CONCRETE 4.0"6.0" CRUSHED AGGREGATE BASE 4.0"4.0" STRUCTURAL SUBBASE NONE NONE COMPACTED SUBGRADE NOT REQUIRED FOR NATIVE SOILS 12" TO 95% OF ASTM D698 FOR EXISTING FILL MATERIALS NOT REQUIRED FOR NATIVE SOILS 12" TO 95% OF ASTM D698 FOR EXISTING FILL MATERIALS DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 09:30 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg CS003 SITE DETAILS - TYPICAL PAVEMENT SECTIONS 6" "MODIFIED" REVERSE SLOPE CURB & GUTTER -NTS-1'-0 1/2"6" 2'-0" 1'-6"0" - 1" BATTER 5 3/4" (±)8 1/4"2"6 1/4"R = 1/2"R = 1" R = 3 1/2" (± 1/2") EXTEND 3 4" MINUS AGGREGATE BASE 6" BEYOND TBC "0" ELEVATION 4. ALL SIGNS SHALL HAVE TYPE III REFLECTIVITY 5. ALL PARKING LOT STRIPING SHALL BE PAINTED IN 4" WHITE PER STANDARS OF CITY OF MERIDIAN STRIPING LOCATIONS ARE AS SHOWN ON PLANS. ADA PARKING TO MEET ADA REQUIREMENTS. 6. ADA / ACCESSIBLE PARKING SIGNAGE INFORMATION IS LOCATED ON DETAILED SITE PLAN SHEETS 7. PRIVATE PARKING LOT MARKINGS SHALL MEET PAVEMENT PAINT REQUIREMENTS OF ISPWC 1104 SECTION 2.1. 3. ALL SIGNS SHALL BE MOUNTED PER ISPWC STANDARD DETAIL SD-1130 2. ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY OF MERIDIAN SIGNING REQUIREMENTS. SIGN LOCATION OR AS SHOWN ON PLANS. AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL 1. CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE FOR STAKING SIGN LOCATIONS GENERAL SIGNING & STRIPING NOTES: 4" WIDE STRIPES AT 45° ANGLE 2'-0" O.C.18-0" (TYPICAL)4'-0"9'-0" (TYPICAL)5'-0" STD.9'-0" (TYPICAL) PAINTED EMBLEM ON ASPHALT PAVING (TYPICAL) AT ALL ADA PARKING STALLS PER AHJ REQUIREMENTS 4" STRIPE SIDEWALK TO BE 1/4" MAX HIGHER THAN PAVING AT JOINT ACCESSIBLE STALL SIGN ACCESSIBLE STALL SIGN SEE DETAIL E THIS SHEET 2% MAX. SLOPE2% MAX. SLOPESEE DETAIL FOR SIDEWALK INFORMATION 4" STRIPE 4'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND, CENTERED ON THE CENTERLINE OF THE PARKING STALL, ALIGN LOWER SIDE OF MARKING WITH END OF PARKING SPACE (TYP.) 12'-0" VAN18" MINFROM TBC2' RIBBON CURB 5'-0"TOP OF WALKING SURFACE2"1'-6" DIA. PLAN4"1'-6"6"12'6"12"6" 6"6"5'-0"TOP OF WALKING SURFACE1'-6"SIDE VIEW1/4"VAN ACCESSIBLE WELDED STEEL TUBE CAP HANDICAPPED ACCESSIBLE PARKING SIGN. SIGN TO BE FLUSH WITH SIDES OF POST ANCHORED TO POST VAN ACCESSIBLE SIGN IN STALL WHERE INDICATED ON SITE PLAN HSS 8" x 2" x 3/16" SIGNAGE POST 3'-0"LAWN OR PLANTING SIGN EXPANSION JOINT SIDEWALK CONCRETE APRON HSS 8" x 2" x 3/16" SIGNAGE POST # 4 x 12" LONG ANCHOR BAR THROUGH TUBING #4 x 12" LONG ANCHOR BAR THROUGH TUBING WELDED STEEL TUBE CAP 8" 2" ACCESSIBLE STALL SIGN (TRAFFIC SIGNAGE) -NTS- SECTION 4,000 PSI CONCRETE 6" A.B.C. 1% SLOPE TO FRONT 7"2"REINFORCEMENT PER GEOTECHNICAL REPORT 18'6'6" 12"12"DUMPSTER PAD -NTS- ACCESSIBLE PARKING OPTION 2 -NTS- REINFORCEMENT PER GEOTECHNICAL REPORT C1pp ir ir e e e e t e e s irir ir ir e e s s e irir e e w ir e pp e e t gggggggggggggggggggggggjb jb belFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ggggggggggggggggggggggggggbel bel bel bel bel bel bel belbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbelbel bel bel bel e eSIGSIGSIGSIGSIGSIGSIGSIGSIGSIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIGw ppAAC2441BB3 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LODTBC: 2578.77 MATCH EXISTING TBC 2579.15 TOA 2578.63 TOA 2579.72TOA 2578.51 TBC: 2577.91 MATCH EXISTING TBC 2578.82 TOA 2579.92 TOA 2579.12 TOA 2578.45 TOA 2579.51 TOA 2579.70 TBC 2579.98 TBC 2580.11 TOC 2579.95 TOC 2580.20 TOC 2580.25 TOC 2580.25 TOC 2580.25 TOC 2580.25 FFE 2580.25 TBC 2579.99 TBC 2579.71 TBC 2578.77 SDSDSDSD SD SD SDTOC 2579.88 TOC 2580.06 TOC 2579.94 TOC 2580.19 TOC 2580.25 TOC 2580.25 TOC 2580.25 TOC 2580.25 TOC 2580.25 TOC 2580.25TOC 2580.17 TOC 2580.12 TOC 2580.21 TOC 2580.15 TOA 2578.83 TBC 2580.07 TBC 2580.10 TBDC 2579.59 TBDC 2579.60 TOC 2579.64 TOC 2579.65 TBC 2577.87 TBC 2578.69 TBC 2578.75 TBC 2579.23 TBC 2579.32 FL 2580.25 TBC 2578.57 TBC 2578.96 2580 25 7 8 25792581 2581 2581 2582 2582 2583 2583 2584 2584 25 7 7 2580.00 25 7 9 2578TOA 2579.24 25 7 7 TOA 2579.57 TOC 2580.17 TOC 2580.03 TBC 2578.23 TBC 2578.35 TBC 2578.16 TBC 2578.04 TBC 2579.17 TBC 2579.26 TBC 2579.80 TBC 2579.80 TBC 2579.87 TBC 2579.43 TBC 2579.55 TBC 2579.55 TBC 2579.50 TBC 2578.87 TBC 2579.00 TBC 2579.01 TBC 2578.96 TBC 2578.51 TBC 2578.49 TBC 2578.50 TBC 2577.87 TBC 2578.16 TBC 2578.19 TBC 2578.29 TBC 2578.25 FL 2580.25 TBC 2580.07 TOC 2580.11 TBC 2579.02 TBC 2578.97 TBC 2578.98 TBC 2579.14 TBC 2578.54 TOC 2580.16 257 9 25 7 8 25792 5 7 8 2580.0 0 25 8 1 2579257925782 5 7 8 25781.6%2.7%1.7%2.5%2.2%0.0%1.8%7.5%7.8% 2.2% 2.2% 2.1% 2.0% 2.1 %2.0% 2. 5 % 2.3 % 2.2 %1.9%1.2%1.6% 1.8%1.3%1.6% 1. 7 % 1 . 1% 10'10'2.3% 1. 7 %1.9%2.4%2.5% 2.3% 2.3% 2.2% TBC 2577.28 TBC 2577.72 TBC 2577.72 TBC 2577.22 TBC 2577.29 TBC 2577.63 TBC 2577.92 TBC 2577.99 TBC 2578.13 TBC 2578.00 TBC 2577.63 TBC 2577.88 TBC 2578.36 TBC 2578.60 TBC 2578.68 TBC 2578.15 TBC 2578.45 TBC 2578.55 TBC 2578.51 TBC 2577.28 TBC 2577.66 TBC 2577.70 2.4%2.3%TBC 2579.90TBC 2579.65TBC 2579.88 TBC 2579.91 TBC 2580.06 TBC 2580.54 TBC 2580.56 TBC 2580.49 TBC 2580.29 TBC 2580.26TBC 2580.18 TBC 2578.92 TBC 2579.27 TBC 2579.30 TBC 2579.28 TBC 2579.07 TBC 2578.69 TBC 2578.51 TBC 2578.52 TBC 2578.58 TBC 2578.89 2.6% 2.9% 2.8% 2.6% 2.7% 2.2% TOA 2577.34 TOA 2579.69 1.8%0.5%1.9%0.0%HO R R O C K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' GRADING KEYNOTES MATCH EXISTING CURB AND GUTTER STORM DRAIN CATCH BASIN AT LOW POINT. SEE SHEET CU001. TRASH ENCLOSURE. ENSURE GRADING SHALL DRAIN AWAY FROM ENCLOSURE & BUILDING. LANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER ADA REQUIREMENTS TRANSITION ZONE, SLOPE SHALL NOT EXCEED 5% IN ANY DIRECTION FUTURE EXISTING ELEVATION APPROXIMATE AND TO BE DETERMINED BY OTHERS. CONTRACTOR TO VERIFY MATCHING ELEVATION PRIOR TO CONSTRUCTION. INSTALL 4'x4' OF 6" ROCK RIP RAP. COORDINATE WITH OTHERS FOR CONSTRUCTION PHASING OF FUTURE ASPHALT. INSTALL TEMPORARY 4' DEEP INFILTRATION BED FILLED WITH PIT RUN MATERIAL TO THE SURFACE. COORDINATE WITH OTHERS FOR CONSTRUCTION PHASING OF FUTURE ASPHALT. G1 G2 G3 G4 G5 G6 G7 G8 LEGEND: LIMITS OF DISTURBANCE TOP OF ASPHALT ELEVATION TOP OF CONCRETE TOP OF BACK OF CURB FINISHED GRADE TOP OF BACK OF DEPRESSED CURB TOP BACK OF CURB MATCH EXISTING FINISH FLOOR ELEVATION GRADE BREAK TOA: 2665.26 TOC: 2665.26 TBC: 2665.26 FG: 2665.26 LOD TBDC: 2665.26 TBC: 2665.26 MATCH EX. FFE: 2665.26 G1 G1 G4 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_06_GRADING PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 09:55 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_06_GRADING PLAN.dwg CG001 GRADING PLAN - G2 G2 G6 G6 G3 G7 G8 MATCH LINE SEE SHEET CG002 G2 G2 G2 t e ir XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXjbjb jb belbelS0°31'43"W40.00'S89°37'14"E 144.91'S0°32'25"W30.00'S89°37'14"E FOFOFOFOFOFOggggg bel b e l b e l b e l b e l b e lLODLODLODLOD LODLODLOD LOD LOD LODLODLOD LOD LODLODLODTBC 2576.67 TBC: 2576.03 MATCH EXISTINGTBC: 2575.59 MATCH EXISTING 2.5% 2.4%4.4%5.2%TBC 2576.32 TBC 2576.97 TBC 2576.73 TBC 2576.70TBC 2576.42 TBC 2579.22 TBC 2579.06 TBC 2578.81 TBC 2578.97 TBC 2577.15 TBC 2577.43 TBC 2577.58 TBC 2577.72 TBC 2577.96 2.7% 2.2% 2.2% 2.9% 2.7% 2.4% TBC 2577.96 TBC 2577.85 TBC 2577.81 TBC 2578.01 TBC 2578.32 TBC 2578.52 TBC 2578.78 TBC 2578.83 TBC 2578.81 TBC 2578.44 HO R R O C K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' GRADING KEYNOTES MATCH EXISTING CURB AND GUTTER STORM DRAIN CATCH BASIN AT LOW POINT. SEE SHEET CU001. TRASH ENCLOSURE. ENSURE GRADING SHALL DRAIN AWAY FROM ENCLOSURE & BUILDING. LANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER ADA REQUIREMENTS TRANSITION ZONE, SLOPE SHALL NOT EXCEED 5% IN ANY DIRECTION FUTURE EXISTING ELEVATION APPROXIMATE AND TO BE DETERMINED BY OTHERS. CONTRACTOR TO VERIFY MATCHING ELEVATION PRIOR TO CONSTRUCTION. G1 G2 G3 G4 G5 G6 LEGEND: LIMITS OF DISTURBANCE TOP OF ASPHALT ELEVATION TOP OF CONCRETE TOP OF BACK OF CURB FINISHED GRADE TOP OF BACK OF DEPRESSED CURB TOP BACK OF CURB MATCH EXISTING FINISH FLOOR ELEVATION GRADE BREAK TOA: 2665.26 TOC: 2665.26 TBC: 2665.26 FG: 2665.26 LOD TBDC: 2665.26 TBC: 2665.26 MATCH EX. FFE: 2665.26 G1 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_06_GRADING PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.14.19 09:55 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_06_GRADING PLAN.dwg CG002 GRADING PLAN - G6G1G6 MATCH LINE SEE SHEET CG001 G2 G2 C1ELECTRICAL IN WATER INSTORM OUTGAS INpp ir ir e e e e t e e s irir ir ir e e s s s e irir e e w ir e t e sesd sd ir pp e e t ggggggggggggggggggbelbelXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXjbjb jb jb jb jb belFOFO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ggggggggggggggggggggg g g g g g g g w w w w w w w w w w w w w w w w w w w w w w w w w w w bel bel bel bel belbelbelbelbelbelbelbelbelbelbelbelbel bel bel belbel belb e l b e l b e l b e l b e l b e l b e l e e e e e e e SIGSIGSIGSIGSIGSIGSIGSIGSIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG w ir sd sd sd pp pp pp ir ir irir irir irAAC2441BBSTORM OUT3WASTE OUT OPTION WASTE OUT OPTIONWASTE OUT OPTIONSTORM OUTSTA: 0+00.00 EX-SSMH-1880 RIM: 2578.08 EX INV IN: 2566.48 8" (W)EX .8" S.S. 8 8 L F O F 4 " S . S . @ 2 . 9 4% 70 LF OF 6" S.S. @ 1.00%8'' W8'' WSDSDSDSDSDSD S S SD SSSS SS SD 8'' WSD SDSDSDSD2' ' W 2'' W 2'' W 2'' W W 8'' W8'' W8'' WS 8'' W 8'' WWWWWWWW WWWWWWWWWWWWWSD SDSD SD SDSDSDSD CO CO CO CO CO CO CO JOINT TRENCH SERVICE TO NEW TRANSFORMER PER IDAHO POWER AND SHALL INCLUDE POWER, GAS, COMMUNICATIONS, AND (2) 2" SPARE CONDUITS INSTALL 48" X 48" UNDERGROUND COMMUNICATIONS VAULT. ROUTE ALL COMMUNICATIONS CONDUITS (CENTURY LINK TO HAVE SEPARATE PEDESTAL) FROM VAULT TO BUILDING + (2) 2" SPARE CONDUITS CONTRACTOR TO INSTALL COMMUNICATIONS AND ELECTRICAL CONDUIT TO BUILDING FROM TRANSFORMER AND COMM VAULT AND SHALL INCLUDE (2) 2" SPARE CONDUITS. COORDINATE WITH ELECTRICAL PLANS 3 PHASE TRANSFORMER 14 LF OF 6" S.S. @ 2.00% 40 LF OF 6" S.S. @ 1.00% INV: 2576.75 4" INV: 2576.75 4" SDCO-03 RIM: 2580.03 INV IN: 2576.42 4" (N) INV OUT: 2576.42 6" (W) SDCO-02 RIM: 2580.16 INV IN: 2576.07 4" (N) INV OUT: 2575.90 6" (S) SDCO-01 RIM: 2579.99 INV IN: 2575.82 6" (N) INV IN: 2575.82 6" (E) INV OUT: 2575.65 8" (S) SDCO-04 RIM: 2580.06 INV IN: 2575.94 6" (E) INV OUT: 2575.94 6" (W) CB-02 RIM: 2577.42 INV IN: 2574.42 8" (N) INV OUT: 2574.26 10" (SE) CB-01 RIM: 2576.83 INV IN: 2573.96 10" (NW) INV OUT: 2573.96 10" (E) SG-01 RIM: 2578.11 INV IN: 2572.52 12" (W) INV IN: 2574.31 8" (N) INV OUT: 2572.17 12" (E) 41LF OF 4" S.D. @ 1.67% 16LF OF 6" S.D. @ 0.50%76LF OF 8" S.D. @ 1.63%59LF OF 10" S.D. @ 0.50% 17LF OF 4" S.D. @ 2.00% 94LF OF 6" S.D. @ 0.51% 23LF OF 6" S.D. @ 0.50% 22.15 LF OF 8" WL INV: 2575.25 4" STA: 2+33.42 SSCO-06 RIM: 2579.04 INV IN: 2572.67 4" (NW) INV OUT: 2572.50 6" (S) STA: 2+33.66 SSCO-05 RIM: 2577.20 INV IN: 2570.36 4" (SW) INV OUT: 2570.19 6" (N) INV: 2567.97 6" 15.31 LF OF 8" WL 114 LF OF 6" S.S. @ 3.00% 31.48 LF OF 8" WL 26.54 LF OF 8" WL 17.49 LF OF 8" WL 54.70 LF OF 8" WL 19.51 LF OF 8" WL 76.57 LF OF 2" SL 19.58 LF OF 2" SL 3.80 LF OF 2" SL 5.60 LF OF 6" FL 19.51 LF OF 6" FL 10'STA: 2+33.60 SSCO-04 RIM: 2577.46 INV IN: 2569.49 6" (S) INV OUT: 2569.49 6" (N) INV: 2569.60 6" 25 LF OF 6" S.S. @ 2.00% INV: 2568.54 6" 37 LF OF 6" S.S. @ 2.00% 22 LF OF 4" S.S. @ 2.00% INV: 2570.81 4" 172 LF OF 8" S.S. @ 1.01% 42 LF OF 8" S.S. @ 1.00% STA: 0+64.10 SSMH-02 RIM: 2578.30 INV IN: 2567.21 8" (W) INV OUT: 2567.11 8" (NE) STA: 0+22.59 SSMH-01 RIM: 2578.16 INV IN: 2566.69 8" (SW) EX INV OUT: 2566.59 8" 10' 10'15'15'1 8 . 6 ' 16.73 LF OF 8" WL93.56 LF OF 8" WL81.99 LF OF 8" WL 19.51 LF OF 8" WL 20.00 LF OF 8" WL 108.72 LF OF 8" WL 34.42 LF OF 8" WL STA: 2+33.54 SSMH-03 RIM: 2577.72 INV IN: 2569.09 6" (N) INV IN: 2569.09 6" (S) INV IN: 2569.09 6" (W) INV OUT: 2568.92 8" (E) 56.73 LF OF 8" WL 134°' 135°' IRRIGATION TO BE PROVIDED BY PARAMOUNT SUBDIVISION PRESSURE IRRIGATION SYSTEM (SECONDARY SOURCE GROUNDWATER WELL) 46.43 LF OF 8" WL144.86 LF OF 8" WL WATERLINE BY OTHERS STUB WATERLINE AT PROPERTY LINE WITH BLOW OFF. IF NEIGHBORING WATERLINE CONSTRUCTED CONNECT TO EXISTING WATERLINE. COORDINATE WITH NEIGHBORING PROPERTY PRIOR TO CONSTRUCTION. FFE 2580.25 CB-06 RIM: 2575.99 INV OUT: 2573.80 8" (NW) CB-05 RIM: 2575.96 INV IN: 2573.65 8" (SE) INV OUT: 2573.49 10" (N) CB-04 RIM: 2576.82 INV IN: 2573.04 10" (S) INV OUT: 2573.04 10" (N) SDCO-06 RIM: 2576.91 INV IN: 2572.95 10" (N) INV IN: 2572.94 10" (S) INV OUT: 2572.78 12" (E) SDCO-07 RIM: 2578.14 INV IN: 2574.45 8" (E) INV OUT: 2574.45 8" (S) CB-07 RIM: 2578.03 INV OUT: 2575.20 8" (W) CB-03 RIM: 2577.16 INV IN: 2573.45 10" (N) INV OUT: 2573.45 10" (S) SDCO-05 RIM: 2577.82 INV IN: 2573.61 10" (W) INV OUT: 2573.61 10" (S) 29.1'64'30'148LF OF 8" S.D. @ 0.50% 28LF OF 8" S.D. @ 0.50% 70LF OF 12" S.D. @ 0.00% 53LF OF 12" S.D. @ 0.50% 19LF OF 10" S.D. @ 0.50% 90LF OF 10" S.D. @ 0.50% 31LF OF 8" S.D. @ 0.50% 71LF OF 10" S.D. @ 0.71% 32LF OF 10" S.D. @ 0.50% 71LF OF 10" S . D . @ 0 . 5 0 %HO R R O C K SEN G I N E E R SN 0 30'60' SCALE: 1" = 30' WATER KEYNOTES INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DETAIL W8 COORDINATE CONNECTION WITH MECHANICAL PLUMBING PLAN INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STANDARD DETAIL W11 INSTALL 8" SERVICE (8"x8" TEE WITH 8" GATE VALVE ON SERVICE LINE) INSTALL 8" PVC C900 WATERLINE (MIN. 4 FEET COVER ON MAINLINE) INSTALL 6" GATE VALVE INSTALL 2" WATER METER & SERVICE PER CITY OF MERIDIAN STANDARD DETAIL W4 INSTALL 6" PVC C900 FIRELINE INSTALL 8" 90° BEND W/ THRUST BLOCK PER ISPWC INSTALL 8" JURISDICTIONAL GATE VALVE CONNECT TO EXISTING 12" WATER STUB AND INSTALL 12" 45° BEND W/ THRUST BLOCK EXISTING WATER LINE STUB FOR FUTURE CONNECTION. INSTALL TEMPORARY BLOW OFF PER CITY OF MERIDIAN STANDARD DETAIL W13 INSTALL 12"X8" REDUCER POTABLE/NON-POTABLE CROSSING - MAINTAIN 18" VERTICAL SEPARATION - SEE WATER NOTES 2 AND 3, SHEET CI002 INSTALL 8" 22.5° BEND W/ THRUST BLOCK PER ISPWC INSTALL 8" 45° BEND W/ THRUST BLOCK PER ISPWC INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE) REMOVE AND SALVAGE TEMPORARY HYDRANT AND CONNECT TO EXISTING 8" WATER STUB 26 27 28 29 30 31 32 33 34 35 36 37 39 40 41 42 43 44 45 STORM DRAIN KEYNOTES INSTALL STORM DRAIN CATCH BASIN TYPE 1 PER ISPWC SD-601 INSTALL SAND & GREASE TRAP. SEE DETAIL CU003. INFILTRATION TRENCH SEEPAGE BED DA-1. SEE DETAIL CU003. INSTALL CLEANOUT AND COORDINATE CONNECTION WITH MECHANICAL INSTALL 4" CLEANOUT PER ISPWC SD-506A 51 52 53 54 55 SEWER KEYNOTES INSTALL 4" CLEANOUT PER ISPWC SD-506A INSTALL 4" PVC SDR-35 SEWER LINE AT MIN. 2% SLOPE INSTALL 8" PVC SDR-35 SEWER LINE (MIN. 4 FEET COVER) INSTALL ONE TYPE A MANHOLE PER ISPCW SD-501 CONNECT SEWER MANHOLE TO EX. SEWER STUB, ISPWC SD-511 & SD511A DETAILS. EX. INV. ELEVATION SHOWN APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. INSTALL CLEANOUT AND COORDINATE CONNECTION WITH MECHANICAL PLUMBING PLANS POTABLE/NON-POTABLE CROSSING - MAINTAIN 18" VERTICAL SEPARATION - SEE WATER NOTES, SHEET CU003 INSTALL TYPE T SEWER CLEANOUT EXISTING 8" SEWER STUB INSTALL 6" PVC SDR-35 SEWER LINE 71 72 73 74 75 76 77 78 79 80 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_07_UTILITY PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.22.19 08:26 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_07_UTILITY PLAN.dwg CU001 UTILITY PLAN - 51 74 73 30 79 39 51 52 53 54 5554 54 55 MISCELLANEOUS KEYNOTES PUBLIC SEWER EASEMENT PUBLIC WATER EASEMENT A B B B 30 30 30 30 39 39 39 28 28 28 28 40 29 29 36 43 29 43 43 44 44 26 32 27 26 45 37 37 78 80 78 78 80 78 80 78 80 78 74 72 72 76 78 41 41 41 39 80 41 73 75 74 A 41 41 30 29 28 30 29 28 30 28 30 41 30 29 28 30 41 39 51 55 51 55 51 51 51 55 41 s e w ir e ggggggggFOFOFOFOFOFOFOFOFOFOggggggggbelbelbelbelbelbelbelbelbelbelbelbelw sd sd sd pp ir irir STA: 0+00.00 EX-SSMH-1880 RIM: 2578.08 EX INV IN: 2566.48 8" (W) EX .8" S.S.8'' W8'' W8'' WSSSSSS SS SS 0+00 1+002+002+59 8'' WSD SD8'' WSDSD8'' WS 8'' W 8'' W 8'' W SD SDSD SDSDSDSDCO CO CO CO 14 LF OF 6" S.S. @ 2.00% 40 LF OF 6" S.S. @ 1.00% INV: 2567.97 6" 114 LF OF 6" S.S. @ 3.00%10'STA: 2+33.60 SSCO-04 RIM: 2577.46 INV IN: 2569.49 6" (S) INV OUT: 2569.49 6" (N) INV: 2569.60 6" 25 LF OF 6" S.S. @ 2.00% INV: 2568.54 6" 37 LF OF 6" S.S. @ 2.00% 9 0 ° '90°'90°'9 0 ° ' 172 LF OF 8" S.S. @ 1.01% 42 LF OF 8" S.S. @ 1.00% STA: 0+64.10 SSMH-02 RIM: 2578.30 INV IN: 2567.21 8" (W) INV OUT: 2567.11 8" (NE) STA: 0+22.59 SSMH-01 RIM: 2578.16 INV IN: 2566.69 8" (SW) EX INV OUT: 2566.59 8" 10' 10'15'15'18.6'STA: 2+33.54 SSMH-03 RIM: 2577.72 INV IN: 2569.09 6" (N) INV IN: 2569.09 6" (S) INV IN: 2569.09 6" (W) INV OUT: 2568.92 8" (E) 134°' 135°' 29.1'64'ElevationElevationStation 2560 2570 2580 2560 2570 2580 -0+500+001+002+002+75 -0+500+001+002+002+75 STA: 0+00.00 (0.00, )EX-SSMH-1880RIM: 2578.08INV IN: 2566.48 - 8" (W)STA: 2+33.54 (0.00, )SSMH-03 (48" DIA.)RIM: 2577.72INV IN: 2569.09 - 6" (N)INV IN: 2569.09 - 6" (S)INV IN: 2569.09 - 6" (W)INV OUT: 2568.92 - 8" (E)FINISHED GRADE EXISTING GRADE ↕ 11.60' (SS) ↕ 8.80' (SS) PROPOSED 8" WATER4.0' MIN.1.5' MIN.PROPOSED 8" WATER 22.59' of 8" S.S. @ 0.50% 41.51' of 8" S.S. @ 1 . 0 0 %STA: 0+22.59 (0.00, )SSMH-01 (48" DIA.)RIM: 2578.16INV IN: 2566.69 - 8" (SW)STA: 0+64.10 (0.00, )SSMH-02 (48" DIA.)RIM: 2578.30INV IN: 2567.21 - 8" (W)INV OUT: 2567.11 - 8" (NE)171.94' of 8" S.S . @ 1 . 0 1 % ↕ 11.47' (SS) ↕ 11.20' (SS)SEWER SERVICESTA: 1+04.81 (0.00, )INV IN: 2567.62 - 8" (W)INV IN: 2567.79 - 6" (N)INV OUT: 2567.62 - 8" (E)SEWER SERVICESTA: 0+95.84 (0.00, )INV IN: 2567.53 - 8" (W)INV IN: 2567.70 - 6" (S)INV OUT: 2567.53 - 8" (E)HO R R O C K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_07_UTILITY PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.22.19 08:26 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_07_UTILITY PLAN.dwg CU002 SEWER PROFILE - SCALE: 1 CU002 PUBLIC SEWER PROFILE 1:20 HORIZONTAL 1:2 VERTICAL DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_07_UTILITY PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.22.19 08:26 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_07_UTILITY PLAN.dwg CU003 UTILITY DETAILS - INFILTRATION TRENCH SCHEDULE SEEPAGE BED FINISH GRADE (FG) TOP SYSTEM (T) LENGTH (L) (FT) WIDTH (W) (FT) DEPTH (D) (FT) BOTTOM ROCK (B) BOTTOM SAND (18" MIN.) (BS) GROUND WATER (SHGWE) INF RATE (IN HR)SOILS VOLUME REQUIRED (FT3) (100YR)+15% VOLUME PROVIDED (FT3) SAND LENS LENGTH (FT) SAND LENS WIDTH (FT) SAND LENS DEPTH (FT) 1 2578.29 2577.29 64.00 30.00 9.00 2568.29 2566.79 N/A 8.00 POORLY GRADED GRAVEL W/SAND 6880 6880 64.00 30.00 1.50 S&G TRAP & TRENCH S&G TRAP SIZE RIM A INV IN B WEIR C2 BAFFLE C1 INV OUT D BAFFLE SPACING TS SG-01 1500 2578.11 2572.52 2572.32 2571.82 2572.17 20" STORM DRAIN STORM DRAIN PLAN VIEW PROFILE VIEWWEIR = C2 INV. I N = B PROFILE VIEW6"0.2'BAFFL E = C 1 45°' 45°'45°'45°'180°' (W) VARIES SEE TABLE (D) SEE TABLESAND LAYER TO FREE DRAINAGE MATERIAL (18" MIN.) ASTM C-33 SAND 1.25' PAVEMENTSECTIONSCALE: 2 CU001 INFILTRATION TRENCH DETAIL NOT TO SCALE SCALE: 1 CU001 OIL & SAND SEPARATOR DETAIL NOT TO SCALE SCALE: 4 CU001 MONITOR WELL DETAIL NOT TO SCALE SCALE: 3 CU001 SEEPAGE BED TYPICAL CROSS SECTION NOT TO SCALE SDSDSDSD SD SDSDSDSD S WWWWW WWWWWWWWWWWWWSD SD SDCO CO CO CO CO CO CO 2580 2581 2582 2579 258325782578 2 5 7 8 25 7 8 2 5 7 9 2577 2577 2576 2576 25762 5 7 82577257 6 2 5 8 0 25812577pp irir ir e s s s e irir e e w ir e t e ggggggggggggggjb jb belPLPLPLPLPL PL PL PLPLPL PLPLPL PL PLPLPLPLPLPL P L PLPLPLPL PLPLPL PLPLPLPLPL PLPLPL PLPLPLPLPLPLP L FO F O FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOgggggggggggggggg g g gbelbelbelbelbelbelbelbelbelbelbelbelbel bel bel belbel belb e l b e l b e l b e l b e l b e l e e w sd sd sd pp ir ir irir irir ir LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LODLOD LODLODLODLODLODLODLODLODLOD LOD LODLOD LOD LODLODLODLOD LOD LOD 25 8 0 25792581 2582 2582 2578257925 7 8 257 9 HO R R O C K SEN G I N E E R SN 0 30'60' SCALE: 1" = 30' LEGEND: ADDITIONAL SILT FENCE SHALL BE INSTALLED TO PROTECT THE RIGHT-OF-WAY IF EXCAVATION ACTIVITIES IMPACT EXISTING CONDITIONS WHICH COULD ALLOW STORMWATER RUNOFF TO CARRY SEDIMENT INTO THE RIGHT-OF-WAY. INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN INLETS, 2 BAGS HIGH PER IDEQ BMP31. ALL SILT TO BE REMOVED REGULARLY STABILIZED CONSTRUCTION ENTRANCE PER IDEQ BMP 37-39 AT ENTRANCES AS SHOWN. CONSTRUCT SILT FENCE/PRESERVATION PER IDEQ BMP 63-68 EROSION AND SEDIMENT CONTROL CONSTRUCTION NOTES TEMPORARY SEDIMENT FENCE, PER DETAIL IDEQ BMP 36 CONCRETE TRUCK WASHOUT PER IDEQ BMP 13 WHEEL WASH PER IDEQ BMP 11 TEMPORARY CONSTRUCTION ENTRANCE IDEQ BMP 5 INLET PROTECTION DUMPSTER & CONSTRUCTION DEBRIS PORTABLE TOILET PER IDEQ BMP 14 KEY NOTES: EROSION AND SEDIMENT CONRTOL NOTES: 1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. 2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. 3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. 4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS INDICATED ON THIS PLAN SHEET. 5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. 6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. 7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN THE NUMBER OF DAYS OUTLINED OF FINISHING AN AREA TO THE FINAL LINES AND GRADES INDICATED ON THE GRADING PLAN. 8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 9)DISCHARGE FROM THE SITE WILL BE DISAPPATED THROUGH OVERLAND SHEET FLOW AND IN A TEMPORARY INFILTRATION BASIN. 10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. 11)COORDINATE TIMING OF SWPPP WITH MOB CONTRACTORS. NOTES 1.CONTRACTOR SHALL PROTECT CONSTRUCTION FENCE AT ALL TIMES DURING CONSTRUCTION. IF AT ANY TIME THE FENCE NEEDS TO BE REMOVED OR ADJUSTED, A TEMPORARY PROTECTIVE MEASURE TO ENSURE PEDESTRIAN SAFETY AROUND THE SITE IS INSTALLED. FENCE OR EQUAL SHALL BE REPLACED DURING ALL TIMES OF OUTSIDE OF CONSTRUCTION HOURS. 2.CONTRACTOR SHALL COMPLY WITH IDAHO STATE DEQ REQUIREMENTS FOR DUST SUPPRESSION DURING CONSTRUCTION WHICH INCLUDES IMPLEMENTATION OF "REASONABLE PRACTICES" TO MINIMIZE AIR BORN CONTAMINATES FROM SITE. (MAY REQUIRE WATER SUPPRESSION, MISTING SCRUBBERS, ETC.) 3.ALL OFF-HAUL OF MATERIAL SHALL BE ACCOMPLISHED THROUGH A SUBMITTED TRAFFIC CONTROL PLAN ALLOWING LOADING AND UNLOADING OF VEHICLES IN TRAVEL WAYS. PLAN SHALL BE APPROVED BY CITY OF MERIDIAN AND CCDC PRIOR TO DEMOLITION. 4.TRASH BINS SHALL BE PROVIDED FOR PLACEMENT OF CONSTRUCTION DEBRIS 5.CONTRACTOR SHALL SWEEP CLEAN ANY DEBRIS OR SEDIMENT FROM ALL PUBLIC HARDSCAPES (SIDEWALK, ROADWAY) FOLLOWING ANY SIGNIFICANT SPILLING OR TRACKING AND AT A MINIMUM AT THE END OF EACH CONSTRUCTION DAY. 6.ALL HAZARDOUS MATERIAL THAT IS TO BE TRANSPORTED SHALL BE LOADED OR UNLOADED IN A CONTAINED AREA THAT IS CAPABLE OF RESTRICTING CONTAMINATION OF SURROUNDING AREAS. MITIGATION PLAN SHALL BE PROVIDED FOR ALL POTENTIALLY HAZARDOUS MATERIAL SPILLS. 7.SOME EROSION CONTROL MEASURES HAVE BEEN ESTABLISHED DURING EARLY DEMOLITION WORK. CONTRACTOR SHALL TAKE RESPONSIBILITY OF ALL EROSION CONTROL INCLUDING THE EXISTING MEASURES. 1 2 3 4 5 6 7 1 2 3 4 APPROXIMATE QUANTITY SUMMARY LINEAR FIBER ROLL - SILT FENCE 900 LF CONSTRUCTION FENCE - EARTH DIKE & DRAINAGE SWALE - RIP RAP - HYDROSEEDING - STABILIZED CONSTRUCTION ENTRANCE 2 EA STABILIZED STAGING AREA - CONCRETE WASH OUT 1 EA SEDIMENT BASIN - WHEEL WASH 2 EA INLET PROTECTION 7 EA CHECK DAM - LIMITS OF DISTURBANCE ±1.5 AC PROJECT ACRES ±1.5 AC SILT FENCE SEE DETAIL THIS SHEET INLET PROTECTION SEE DETAIL THIS SHEET PROPERTY BOUNDARY LIMITS OF DISTURBANCE PORTABLE TOILET CONTAINMENT JOBSITE DUMPSTER CONCRETE WASHOUT AREA DIRECTION OF EXISTING OVERLAND FLOW LOD LOD STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL THIS SHEET GRAVEL PAD NOTES: 1.LOCATE PORTABLE TOILETS IN CONVENIENT LOCATIONS THROUGHOUT THE SITE. 2.PREPARE LEVEL GRAVEL SURFACE & PROVIDE CLEAR ACCESS TO THE TOILETS FOR SERVICING & FOR ON-SITE PERSONNEL. 3.CONSTRUCT EARTH BERM PERIMETER (SEE EARTH BERM BARRIER INFORMATION SHEET) CONTROL FOR SPILL PROTECTION LEAK (OR PROVIDE SECONDARY CONTAINMENT, I.E. DRIP PANS). PORTABLE TOILET DETAIL 1.USE 2 STAKES PER BAG. STAKES MAY BE OMITTED IF BAGS ARE PLACED ON PAVEMENT SURFACE. 2.OVERLAP ALL BAG JOINTS 6". 3.AREA DRAIN MAY BE SUBSTITUTED FOR PREFABRICATED FILTER INSERT WHERE APPROVED BY ENGINEER. 5 5 3 4 7 2 1 1 1 1 6 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 12.2.2019 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_08_EROSION CONTROL PLAN.dwg SICKLES SUNDERLAGE 3.23.2020 11.22.19 03:47 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_08_EROSION CONTROL PLAN.dwg CP001 EROSION & SEDIMENT CONTROL PLAN -SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSF3 4 SF SF 5 5 5 5 5 SFSFSFSF