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Home My WebLink AboutCivil Site Plan V1WATER METER WATER MANHOLE TELEPHONE RISER TELEPHONE JUNCTION BOX W W T TJB EXISTING WATER VALVE EXISTING FIRE HYDRANT W H Y D EXISTING SANITARY SEWER MANHOLE SS SANITARY SEWER MAIN EXISTING WATER LINE EXISTING UNDERGROUND GAS LINE EXISTING OVERHEAD POWER LINE EXISTING UNDERGROUND TELEPHONE LINE LIGHT POLE STORM DRAIN CATCH BASIN PRESSURE IRRIGATION VALVE PI IRRIGATION CONTROL BOX IRR EXISTING UNDERGROUND FIBER OPTIC LINE EXISTING UNDERGROUND POWER LINE GRADE BREAK EXISTING FENCE PROPOSED EDGE OF PAVEMENT PROPOSED FENCE PROJECT BOUNDARY T E SS SS H Y D W W T T T TJB TJB TJB TJB W W IRR PI IRR E XIST ING ASPHALT T O RE M AIN E XIST ING ASPHALT T O RE M AIN E XIST ING ASPHALT T E 1 08 2 566.0910 5/8 RC 5082 4 33 2 565.2 890 L IP 4 35 2 565.2 32 0 T A 4 36 2 564 .7860 L IP 4 4 1 2 565.01 2 0 L IP 4 4 3 2 565.5070 T A 4 4 5 2 565.5510 L IP 4 4 9 2 565.5180 L IP 4 50 2 565.4 560 L IP 4 52 2 565.4 4 4 0 L IP 4 59 2 565.1 2 2 0 L IP 4 60 2 565.2 92 0 L IP 4 70 2 564 .8130 L IP 4 72 2 565.0330 L IP 4 86 2 565.0510 L IP 4 87 2 565.2 2 90 L IP 4 99 2 565.2 980 L IP 500 2 565.5350 L IP 501 2 565.2 4 50 L IP 507 2 565.52 2 0 L IP 54 0 2 565.9370 T A WATER METER WATER MANHOLE TELEPHONE RISER TELEPHONE JUNCTION BOX W W T TJB EXISTING WATER VALVE EXISTING FIRE HYDRANT W H Y D EXISTING SANITARY SEWER MANHOLE SS SANITARY SEWER MAIN EXISTING WATER LINE EXISTING UNDERGROUND GAS LINE EXISTING OVERHEAD POWER LINE EXISTING UNDERGROUND TELEPHONE LINE SS SS H Y D W W T T T TJB TJB TJB TJB W W LIGHT POLE STORM DRAIN CATCH BASIN PRESSURE IRRIGATION VALVE PI IRRIGATION CONTROL BOX IRR IRR PI IRR E XIST ING ASPHALT T O RE M AIN E XIST ING ASPHALT T O RE M AIN E XIST ING ASPHALT PARKING LOT T O RE M AIN E XIST. 30' ROLLING SLIDE GATE PLANTER E XIST ING BUILDING F F = ± 65.5 E XIST ING C OVE R T A: ± 65.5 T A: ± 65.1 T A: ± 65.4 DE M O ± 281 L.F . E XIST ING SIDE W ALK AND C UT E XIST ING C URB F LUSH E XIST. LANDSCAPE T O RE M AIN SAWC UT C LE AN E DGE E ND C URB C UT GB GB E XIST. SE E PAGE BE D T O RE M AIN E XIST. SIDE W ALK AND C URB T O RE M AIN E XIST ING T RE E S AND LANDSCAPE T O RE M AIN HP HP BE GIN C URB C UT 20' C HAIN LINK ROLLING SW ING GATES W / PRIVAC Y SLATS 6' C HAIN LINK GATE W / PRIVAC Y SLATS NEW 5'x10' C ONCRETE APRON T O DIRE C T RUN-OFF T O SWALE NEW 2.5" ASPHALT OVE R 10" BASE NEW 2.5" ASPHALT OVE R 10" BASE E XIST ING 6' C HAIN LINK F E NCE W / PRIVAC Y SLATS T O RE M AIN ( 3) E XIST ING T RE E S T O RE M AIN E XIST. SOD T O RE M AIN EXISTING UNDERGROUND FIBER OPTIC LINE EXISTING UNDERGROUND POWER LINE GRADE BREAK 6' C HAIN LINK F E NCE W / PRIVAC Y SLATS INSTALL LANDSCAPE ROCK AROUND SWALE IM PROVE D SWALE EXISTING FENCE PROPOSED EDGE OF PAVEMENT PROPOSED FENCE PROJECT BOUNDARY T A: 66.0 65.5 N. NOLA RD E . C OMMERC IAL ST SAWC UT C LE AN E DGE 09/23/22 A-2022-0183 PARKING LOT T O RE M AIN E XIST. 30' ROLLING SLIDE GATE PLANTER E XIST ING BUILDING F F = ± 65.5 E XIST ING C OVE R T A: ± 65.5 T A: ± 65.1 T A: ± 65.4 DE M O ± 281 L.F . E XIST ING SIDE W ALK AND C UT E XIST ING C URB F LUSH E XIST. LANDSCAPE T O RE M AIN SAWC UT C LE AN E DGE E ND C URB C UT GB GB E XIST. SE E PAGE BE D T O RE M AIN E XIST. SIDE W ALK AND C URB T O RE M AIN E XIST ING T RE E S AND LANDSCAPE T O RE M AIN HP HP BE GIN C URB C UT 20' C HAIN LINK ROLLING SW ING GATES W / PRIVAC Y SLATS 6' C HAIN LINK GATE W / PRIVAC Y SLATS NEW 5'x10' C ONCRETE APRON T O DIRE C T RUN-OFF T O SWALE NEW 2.5" ASPHALT OVE R 10" BASE NEW 2.5" ASPHALT OVE R 10" BASE E XIST ING 6' C HAIN LINK F E NCE W / PRIVAC Y SLATS T O RE M AIN ( 3) E XIST ING T RE E S T O RE M AIN E XIST. SOD T O RE M AIN 6' C HAIN LINK F E NCE W / PRIVAC Y SLATS INSTALL LANDSCAPE ROCK AROUND SWALE IM PROVE D SWALE T A: 66.0 65.5 N. NOLA RD E . C OMMERC IAL ST SAWC UT C LE AN E DGE DEVELOPMENT PLANS FOR C ONCRETE C ONSTRUCTION SUPPLY NW 1/4 OF THE SW 1/4 OF SECTION 08, T.3N., R.1E., B.M. MERIDIAN, ADA COUNTY, IDAHO 2022 N . N OLA RD. VICINITY MAP 1"= 800' PROJECT SITE GENERAL LEGEND LAND SURVEYOR JEREMIAH B. FIELDING, PLS EAGLE LAND SURVEYING, LLC 1 06 W. M AIN ST. UNIT D M IDDLETON, ID. 83644 (208) 861 - 751 3 OWNERENGINEER CIVIL CONCRETE CONSTRUCTION SUPPLY 1 849 E COMMERCIAL CT. M ERIDIAN, ID. 83642 (208) 888- 5600 E. PINE AVE E. COMMERCIAL ST UTILITY REPRESENTATIVES UTILITYREPRESENTATIVEPHONE TELEPHONE SEWER WATER ROADS ELECTRICITY GAS IRRIGATION FIRE (208) 385-2144 (208) 887-1297 (208) 454-8135 (208) 388-6320 (208) 377-6839 (208) 388-6346 (208) 888-1234 CENTURY LINK MERIDIAN PUBLIC WORKS ADA COUNTY HIGHWAY DISTRICT IDAHO POWER INTERMOUNTAIN GAS NAMPA-MERIDIAN IRRIGATION DISTRICT MERIDIAN FIRE DEPARTMENT MERIDIAN PUBLIC WORKS (208) 887-1297 CALL BEFORE YOU DIG! C ALL DIGLINE INC . PRIOR T O C OMMENC ING UNDERGROUND W ORK 208- 342- 1585 CALL BEFORE YOU DIG! C ALL DIGLINE INC . PRIOR T O C OMMENC ING UNDERGROUND W ORK 208- 342- 1585 CALL BEFORE YOU DIG! C ALL DIGLINE INC . PRIOR T O C OMMENC ING UNDERGROUND W ORK 208- 342- 1585 -NTS- Sheet No. of Project Nam e Sheet Nam e Date Description 1 2 3 4 1 1 1 Revisions T HIS DOCUMENT AND T HE IDE AS AND DE SIGNS INCORPORATED HERE IN, AS AN INSTRUMENT OF PROFESSIONAL SE RVIC E IS T HE PROPERTY OF ROCK SOLID C IVIL LLC AND IS NOT T O BE USE D IN W HOLE OR PART, F OR ANY OTHER PROJE C T W IT HOUT T HE E XPRE SS W RITTE N AUTHORIZATION OF ROCK SOLID C IVIL LLC . RE USE OF DRAWINGS ROCK SOLID C IVIL LLC ROCK SOLID C IVIL LLC Drawn By: Date: Project No. RSC 22- 10 JE C CONCRETE CONSTRUCTION SUPPLY GRADING AND DRAINAGE PLAN DERRITT2022 KERNER, P.E. June 3, ROCK SOLID CIVIL LLC 270 N . 27TH STREET BOISE, ID. 83702 (208) 342- 3277 Civil Engineering and Land Development Consulting 270 North 27th Street, Boise, ID 83702 Office Phone: 208.342.3277 www.rocksolidcivil.com M E RIDIAN SCALE IN FEET 20 0 10 20 40 1"=20' RSC 1.5' INSTALL 12" OF NEW F ILT E R SAND 100- YR W SE ± 2564.0' 1.0' IMPROVED SWALE LINE BOTTOM AND SIDE S W IT H 6" C OBBLES INSTALL LANDSCAPE ROCK 1" PE RMA BARK OR E QUAL INSTALL LANDSCAPE ROCK 1" PE RMA BARK OR E QUAL T OP BOTTOM W SE SWALE DATA DE SIGN C APAC IT Y RE QUIRED C APAC IT Y 2562.5' 2564.0' 7 03 cuft XXXX cuft SIDE SLOPE S 2564.0' 3:1 AGENCY REVIEW NOT APPROVED FOR CONSTRUCTION RE - E XC AVATE T O NATIVE SAND AND GRAVE LS ( BACKFILL W IT H PIT RUN) GENERAL 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), AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 3. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 4. 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. 5. 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. 6. 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. 7. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 8. SEE RECORD OF SURVEY BY JEREMIAH FIELDING, EAGLE LAND SURVEY, FOR BOUNDARY INFORMATION. E. LANARK ST E. FRANKLIN RD N . LOCUST GROVE RD E. STATE AVE N . WEBB WAY 09/23/22 A-2022-0183