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CU101_UTILITY PLANDDCC3456789101213141116AA152FBBGGEE78P/LP/LP/LP/LP/LP/LFTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOTOETOETOETOETOETOETOETOETOETOETOETOE TOETOETOE CONTOESSSSSSSSSSSS S S SSSSSSSSSSSSSSSSSSSSSSSSSSOOHPPPROW ROW ROW ROW ROW ROW ROW ROW ROW SD16" CIP14" RCP 48" RCPROW ROW ROW EGEGEGEGEGEGEGEGP/L P/L P/L P/L P/LP/LP/L P/L P/L P/L P/L P/LP/LP/LP/LP/L P/L P/L P/L P/L P/LP/LP/LP/LP/LP / LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LCBADPHASE 2HeSWSWSW SW SW SW C34ACHDACHDACHDTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOE TOETOETOE CONTOESSSSSSSSSSSS S S SSSSSSSSSSSSSSSSSSSSSSSSSSOHPOHPOHPOHPOHPPPPPROW ROW ROW ROW ROW ROW ROW ROW ROW SDGIGIGIPPPP16" CIP14" RCP 48" RCPROWROWROW ROW ROW EGEGEGEGEGEGEGEG31.5' PUBLIC UTILITY EASEMENT 15'35' PUBLIC UTILITY EASEMENT 15'39.88 LF 2" C900 PVC28.82 LF 2" C900 PVC32.80 LF 2" C900 PVC43.86 LF 2" C900 PVC46.40 LF 2" C900 PVC2575 2 5 7 525732574 2576257 6 2 5 7 6257425 7 4 2 5 7 5 25752575 2576 2 5 7 4 2575257425742 5 7 4 257525752574257425732574257325732574257425732574257325732573 25722572257225732573257325752574257325742574257225732574257125722573257025712572 25712572 257225742575 2575257525752574 25748'' W8'' W8'' W8'' W8' ' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W8'' WW6'' W sssssssssssssssssssssssssssssssssssssssSD SDSDSDSD SDSDSDSDSDSDSD SDSDSDSD SD SDSDSDsCO24.45' of 12" @ 0.72%77.90' of 12" @ 1.46%SDSDSDSD SD SD SDSDSSSSSSSsssss8'' W 8'' W SD2'' W 2'' W2'' W 2'' W 2'' W2'' W2'' W10'' w10'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' wWW6'' W82.98' of 15" @ 0.40%19.87' of 12" @ 0.00%29.90' of 12" @ 0.54%25.35' of 12" @ 0.39%38.98' of 12" @ 0.51%33.98' of 12" @ 0.41%12.62' of 12" @ 0.00%61.01' of 10" @ 0.39%30.91' of 12" @ 0.91%132.86 ' of 10" @ 0 .50%12.47' of 10" @ 0.48%42.13' of 10" @ 0.50%67.86' of 12" @ 0.50%125.00' of 12" @ 0.50%181.73' of 12" @ 0.50%21.04' of 18" @ 0.70%2'' W56.61' of 12" @ 2.44%54.89' of 12" @ 1.66%106.10' of 12" @ 0.60%39.41' of 12" @ 0.50%109.13' of 12" @ 0.40%37.13' of 12" @ 0.40%27.47' of 12" @ 0.00%102.87' of 12" @ 0.40%120.98' of 12" @ 0.50%30.00' of 10" @ 0.50%113.35' of 8" @ 0.50%98.49' of 10" @ 0.91%16.63' of 6" @ 6.60%105.43' of 12" @ 0.00%105.43' of 12" @ 0.00%105.43' of 12" @ 0.00% 103.93' of 12" @ 0.00% 103.75' of 12" @ 0.00% 103.70' of 12" @ 0.00%87.53' of 12" @ 0.00%86.98' of 12" @ 0.00%71.91' of 12" @ 0.40% WW2'' WSSCO8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W4'' W31.19' of 6" @ 6.60%SDSDSDSD107.65' of 8" @ 0.50%114.06' of 8" @ 0.50%35.94' of 8" @ 0.50%39.56' of 8" @ 0.50%SD43.82' of 6" @ 1.00%38.91' of 6" @ 1.00%7.83' of 6" @ 1.00%57.19' of 6" @ 1.00%SD54.87' of 8" @ 0.50%26.70' of 6" @ 1.00%SD83.56' of 6" @ 1.00%SD SDSDSD 109.15' of 6" @ 1.00%78.74' of 4" @ 2.00%45.96' of 4" @ 2.00%SDSSSSSSSDSDSDMH-04RIM:2573.49INV IN:2569.84 10"INV IN:2569.84 10"INV OUT:2569.84 12"SDMH-05RIM:2573.28INV IN:2569.52 12"INV IN:2569.82 10"INV OUT:2569.52 15"CB-23RIM:2573.10INV IN:2569.44 15"INV OUT:2569.44 15"CB-24RIM:2572.93INV IN:2569.38 15"INV OUT:2569.38 15"CB-22RIM:2573.11INV OUT:2569.86 10"SG-04RIM:2573.37INV IN:2568.85 10"INV IN:2568.85 10"INV OUT:2568.50 12"CB-15RIM:2572.74INV IN:2569.07 10"INV OUT:2569.07 10"74.82 LF 8" C900 PVC112.89 LF 8 " C900 PVC305.85 LF 8" C900 PVC7.31 LF 8" C900 PVC41.15 LF 8" C900 PVC21.11' of 10" @ 0.99%63.61 ' o f 12 " @ 0 .50%20.71' of 15" @ 0.39%15.68' of 15" @ 0.38%7.25' of 10" @ 0.55%13.91' of 12" @ 0.00%32.18' of 10" @ 0.70%58.02' of 12" @ 0.00% 57.28' of 12" @ 0.00%26.92 LF 8" C900 PVC22.79 LF 8" C900 PVC48.88' of 15" @ 0.41%12.00' of 10" @ 0.50%71.00 LF 8" C900 PVC172.86 LF 8" C900 PVC 12.92 LF 6" C900 PVC36.00 LF 8" C900 PVC190.77 LF 10" C900 PVC3.00 LF 8" C900 PVC6.44 LF 8" C900 PVC35.16 LF 6" C900 PVC18.75 LF 6" C900 PVC6.97 LF 8" C900 PVC24.76 LF 6" C900 PVC5.22 LF 2" C900 PVC12.26 LF 4" C900 PVC29.06 LF 8" C900 PVC53.17 LF 8" C900 PVC29.24 LF 2" C900 PVC32.82 LF 2" C900 PVC37.02 LF 4" C900 PVC15.05 LF 8" C900 PVC240.53 LF 8" C900 PVC35.51 LF 2" C900 PVCCB-07RIM:2572.79INV OUT:2568.90 12"CB-25RIM:2573.21INV IN:2569.18 15"INV IN:2569.18 10"INV OUT:2569.18 15"CB-29RIM:2572.69INV IN:2569.60 10"INV OUT:2569.60 12"SDMH-07RIM:2573.38INV IN:2569.44 12"INV IN:2569.44 10"INV OUT:2569.44 12"SDMH-06RIM:2574.59INV IN:2569.05 12"INV IN:2569.05 4"INV OUT:2569.05 12"CB-27RIM:2573.18INV OUT:2568.99 12"CB-14RIM:2573.27INV OUT:2569.41 10"CB-13RIM:2573.27INV IN:2569.26 10"INV OUT:2569.26 12"CB-12RIM:2572.69INV IN:2569.00 12"INV OUT:2569.00 12"SG-01RIM:2572.88INV IN:2568.85 12"INV IN:2568.85 12"INV OUT:2568.50 12"CB-11RIM:2571.66INV OUT:2569.53 10"CB-10RIM:2573.10INV IN:2569.29 10"INV OUT:2569.29 12"SDMH-02RIM:2573.69INV IN:2569.28 10"INV IN:2569.28 8"INV OUT:2569.28 12"CB-26RIM:2574.66INV OUT:2569.84 10"CB-28RIM:2573.59INV IN:2569.50 8"INV OUT:2569.50 10"CB-30RIM:2572.36INV OUT:2569.81 10"CB-02RIM:2571.00INV IN:2568.25 12"INV OUT:2568.25 12"CB-03RIM:2571.34INV IN:2567.91 12"INV OUT:2567.91 12"CB-04RIM:2572.24INV IN:2567.29 12"INV OUT:2567.29 12"CB-05RIM:2572.40INV IN:2566.38 12"INV IN:2566.38 12"INV OUT:2566.38 12"SG-05RIM:2571.96INV IN:2566.20 12"INV OUT:2565.85 18"SDMH-01RIM:2574.06INV IN:2567.76 6"INV IN:2567.76 12"INV IN:2567.76 12"INV OUT:2567.76 12"CB-06RIM:2572.86INV OUT:2568.67 12"CB-01RIM:2571.79INV OUT:2568.89 12"CB-09RIM:2572.36INV IN:2569.05 12"INV OUT:2569.05 12"CB-08RIM:2572.62INV OUT:2569.65 12"SG-02RIM:2573.06INV IN:2568.85 12"INV IN:2568.85 12"INV OUT:2568.50 12"SDCO-05RIM:2575.14INV IN:2570.75 6"INV IN:2570.75 6"INV OUT:2570.75 8"SDCO-06RIM:2574.30INV IN:2570.18 6"INV IN:2570.18 8"INV OUT:2570.18 10"SDCO-01RIM:2572.03INV IN:2569.34 12"INV IN:2569.34 6"INV OUT:2569.34 12"CB-15ARIM:2572.71INV OUT:2569.13 10"SDCO-08RIM:2575.17INV IN:2570.04 8"INV OUT:2570.04 8"SDCO-09RIM:2575.42INV IN:2570.61 8"INV OUT:2570.61 8"INV OUT:2570.99 8"INV OUT:2572.50 6"INV OUT:2571.58 6"SDCO-11RIM:2575.25INV IN:2571.14 6"INV OUT:2571.14 6"INV OUT:2571.11 6"INV OUT:2570.75 6"INV OUT:2569.82 6"SDCO-12RIM:2575.37INV IN:2569.55 6"INV IN:2569.55 6"INV OUT:2569.55 8"INV OUT:2571.34 4"SDCO-13RIM:2575.38INV IN:2570.42 4"INV OUT:2570.42 4"SDCO-14RIM:2575.42INV IN:2568.85 4"INV OUT:2568.85 6"INV OUT:2570.39 6"SDCO-15RIM:2575.45INV IN:2571.03 6"INV IN:2571.03 6"INV OUT:2571.03 6"INV OUT:2571.17 6"INV OUT:2572.50 4"69.51 LF 8" C900 PVC SG-03RIM:2573.85INV IN:2568.85 15"INV IN:2568.85 12"INV IN:2568.85 12"INV OUT:2568.50 12"CB-15BRIM:2574.18INV OUT:2570.19 10"184.24' of 10" @ 0.73%CB-21RIM:2573.31INV OUT:2569.88 10"7.00' of 10" @ 0.50%DRAWN BY REVISIONS®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY DRAWN BY: TSREVISIONSCHECKED BY: RS02.17.2020© 2020 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSCORE AND SHELL MEDICAL OFFICE BUILDING 1 10 MILE CROSSING, MERIDIAN IDAHO02/27/20209.18.2019ASI001105.01.2019ADDENDUM 1309.18.2019CCD001409.18.2019PR001512.03.2019MOBILE MRI612.18.2019CCD 02702.17.2020RFI 73802.27.2020PR-003w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 204.11.19 03:38 PM | O:\!2016\pg-852-1601 ten mile crossing\02 CAD\02 sheet files\mob at tm crossing\ID-1433-1810_ MOB AT TM_UTILITY PLAN.dwgUTILITY PLANH ORROCKSENGINEERSN030'60'SCALE: 1" = 30'PROPOSEDMOB BUILDING±45,600 SFFF: 2575.50S. VANGUARD WAY32' EXISTINGPERMANENT SEWEREASEMENTINST. NO. 106122362 WATER KEYNOTESCONNECT 2" SERVICE LINE TO 8" WATERINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARDDETAIL W7INSTALL 2" WATER METER & SERVICE PER ISPWC SD-402INSTALL 4" C900 PVC PIPE W/ PACK JOINT BRASS FITTINGS & STEELINSERTS.COORDINATE CONNECTION WITH MECHANICAL PLUMBING PLANREMOVE CAP AND CONNECT TO EXISTING 8" WATER (MJ)INSTALL 8"X8"X6" TEE (MJxMJ)INSTALL 8" 45° BEND W/ THRUST BLOCKINSTALL 8" 22.5° BEND W/ THRUST BLOCKINSTALL 8" PVC C900 WATERLINEINSTALL 8"X8"X8" TEE (MJxMJ)INSTALL 8"X8"X8"x10" CROSS (MJxMJ) W/ THRUST BLOCKFIRE DEPARTMENT CONNECTION (FDC)CONTRACTOR TO MAINTAIN 6" MINIMUM CLEARANCE FROM WATERUTILITIESINSTALL 8" GATE VALVEPOTABLE/NON POTABLE CROSSING - MAINTAIN 18" VERTICAL SEPARATION -SEE WATER NOTE # 3, SHEET CI002 - DETAIL 6 SHEET CU50126272829303132333435363738394041STORM DRAIN KEYNOTESINSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-603INSTALL TEEINSTALL 4" CLEANOUT PER ISPWC SD-506AINSTALL SAND & GREASE TRAP. SEE DETAIL 1 SHEET CU501.INFILTRATION TRENCH SEEPAGE BED. SEE DETAIL 2 SHEET CU501.INSTALL WYEINSTALL STORM DRAIN MANHOLE PER ISPWC SD-612COORDINATE CONNECTION WITH MECHANICALINSTALL 6"x6"x4" TEE WITH 4" LATERAL (TO AREA DRAIN ORLANDSCAPE DRAIN PER LANDSCAPE ARCHTECT)12" LANDSCAPE AREA DRAIN (NDS BASIN WITH CAST IRON GRATE)REMOVE CAP AND CONNECT TO EXISTING 15" STORM DRAINDISCHARGE TO PURDHAM DRAIN. SEE DETAIL 5 SHEET CU501CONNECT TO CANOPY DOWNSPOUT. COORDINATE WITHARCHITECTURAL PLANS5152535455575859606162636465WATER NOTES:1.ALL WATER TO CONVEY WITH LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS. ISPWC TO BE USED AS NOTED AND WHENMERIDIAN STANDARDS ARE NOT PROVIDED.2.BLOW OFF TO CONFORM WITH CITY OF MERIDIAN SD-W12 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 TOGOVERN.4.WATER SERVICES TO CONFORM TO CITY OF MERIDIAN W10 (MODIFIED TO REMOVE "DOGLEG") AND ISPWC DIVISION 400. CITY OF MERIDIAN DETAILS ANDSPECIFICATIONS TO GOVERN.5.8" WATER PIPE TO BE C-900 PVC. PRIVATE SIDE 2.5" 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.MINIMUM DEPTH OF 8" WATER MAIN TO BE NO LESS THAN 48".SANITARY SEWER NOTES:1.SANITARY SEWER MANHOLES TO CONFORM WITH ISPWC SD-501 (48") SD-507, 508, 509.2.SANITARY SEWER SERVICES TO CONFORM TO CITY OF MERIDIAN SD-SW1, SD-SW3, AND ISPWC SD-511, SD-511A, SD512. CITYOF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN.3.CLEAN OUTS TO CONFORM TO CITY OF MERIDIAN SD-SW1, SD-SW3, AND ISPWC SD-506, SD-506A, SD506B. CITY OF MERIDIANDETAILS AND SPECIFICATIONS TO GOVERN.4.SANITARY SEWER PIPE TO BE PVC ASTMD3034 SDR35STORM DRAIN 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 AREAS4.STORM DRAIN MANHOLE TO CONFORM TO ISPWC SD-611.GENERAL NOTES:1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECTEXISTING SANITARY SEWER DURING CONSTRUCTION.MISCELLANEOUS KEYNOTESPROPERTY BOUNDARYACCESS EASEMENTRIGHT OF WAYUTILITY EASEMENTFRANCHISE UTILITIES - BY OTHERS, TYPABCDEIRRIGATION KEYNOTESPRESSURIZED IRRIGATION STUB CONNECTION. SEE LANDSCAPEPLANS FOR ROUTING AND POINT OF CONNECTION.66CU101A5959575757515151515151515151515151515151515159606059606060CCEND OF PUBLIC SYSTEMINSTALL (2) 2" WATERSERVICES PER CITY OFMERIDIAN DETAIL W4 ANDMANIFOLD 2" LINES (POSTMETER) INTO 4" PVC C900SERVICE LINE INTO BUILDINGINFILTRATIONTRENCH 1INFILTRATIONTRENCH 2INFILTRATIONTRENCH 355555548"x48"x48" TRAFFIC RATEDCOMM. VAULT BY E.C. (PERELECTRICAL ENGINEER)IDAHO POWERPRIMARY CONDUIT(PROPOSED)IDAHO POWER SECTORSWITCH (PROPOSED)IDAHO POWER UTILITY TRANSFORMER AND PAD/VAULTIDAHO POWERSECTOR SWITCH(EXISTING)113'50' 131'50'40'113'2-2" SPARE CONDUITS2-4" SPARE CONDUITSEXISTING JOINT TRENCH STUBS (REFER TO ELECTRICALPLAN FOR FEEDS TO BUILDINGTHE FOLLOWING CONDUITS FROM JOINT TRENCHSHALL BE STUBBED INTO THE 48"48" COMM VAULT;(1)2" CONDUIT (CABLE ONE)(3)1 14" CONDUITS (SPARES)(1)2" CONDUIT (SPARE)CENTURY LINK SHALL PROVIDE VAULTS AS NEEDEDFOR SERVICE TO BUILDINGEXISTING JOINT TRENCH STUBSPURDHAM DRAIN (EXISTING)SEE SEWER PLAN ANDPROFILE, SHEET CU102FOR DETAILS.SEE SEWER PLAN ANDPROFILE, SHEET CU102FOR DETAILS.51WATER KEYNOTESINSTALL 8" 90° BEND W/ THRUST BLOCKINSTALL 6" GATE VALVEINSTALL 8"X6" REDUCERINSTALL 8" CAP FOR FUTURE CONNECTIONINSTALL 8" 11.25° BEND W/ THRUST BLOCKCONNECT TO EXISTING WATER MAIN STUB AND REMOVE BLOW OFF VALVEINSTALL 2" VALVE BOX FOR FUTURE CONNECTIONINSTALL 4" 45° BEND W/ THRUST BLOCKINSTALL 2" CAP FOR FUTURE CONNECTIONINSTALL 10" GATE VALVECONNECT TO EXISTING 8" WATER AND INSTALL 8" 45° BEND W/ THRUSTBLOCK424344454647484950515264EESEE SEWER PLAN ANDPROFILE, SHEET CU102FOR DETAILS.EE6065MOB PHASE 2 NOT PART OF THIS CONTRACTDDDDD26272727262828283032303830303032343237404027434141414041434343264333343247455042EEEIDAHO POWER SECTORSWITCH (PROPOSED)IDAHO POWER UTILITYTRANSFORMER AND PAD/VAULT484132SEE SHEET CU10260305454543854384910'2.2'±605454545451546060606041404151515755515151273640344341415232463451515959INFILTRATIONTRENCH 4830'71'8888