Loading...
CU001 - UTILITY PLANPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLLODLODLODLODLODLODLODLODLODLODL O D LODLODLODLODLODLOD LOD LOD LOD LODLOD LOD LOD LODLODLODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODbelbelbelbelbel bel bel sd ir ir jb jb jb toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe s w irPIPI8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 6'' W 6'' W 2'' W 2'' W 2'' W 2'' W 2'' W 8'' W s WSD SD8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' WSDSDSDSDSDSDSDSDSDSDSDS D SD SD SDSDSDS D S D S D S D S D SDS D SD SDSDSDSDSDSDSDSDSDSDSDSCOSSSSSSSSSSSSS sSSTOC: 2572.50 S S S S COSS SSSSSSSSS8'' W BELBELBELBEL BELBELPIPISSSSCO SSSSSSSSSSSSSSSSSS S S S S S S S SS CB-03 RIM: 2570.22 INV IN: 2566.38 10" (S) INV OUT: 2566.21 12" (SE) 30 L F O F 1 2 " S . D . @ 1 . 0 0 %37LF OF 10" S. D. @ 1.00 % S&G-02 RIM: 2570.91 INV IN: 2565.91 12" (NW) INV IN: 2567.84 10" (NE) INV IN: 2567.69 12" (SE) INV OUT: 2565.56 12" (S) CB-05 RIM: 2571.04 INV OUT: 2568.21 10" (SW) 82 L F O F 1 2 " S . D . @ 0 . 5 0 % AD-01 RIM: 2572.00 INV OUT: 2569.21 4" (E) 10LF OF 4" S.D. @ 2.00% AD-02 RIM: 2572.07 INV IN: 2569.01 4" (W) INV OUT: 2569.01 4" (E) AD-03 RIM: 2572.15 INV IN: 2568.81 4" (W) INV OUT: 2568.81 4" (NE) SDCO-01 RIM: 2572.30 INV IN: 2568.10 12" (SE) INV IN: 2568.43 4" (SW) INV OUT: 2568.10 12" (NW) 10LF OF 4" S.D. @ 2.00% 9LF OF 4" S.D. @ 4.40% 3 1 L F O F 1 2 " S . D . @ 0 . 5 0 % SDCO-08 RIM: 2572.38 INV IN: 2568.34 10" (SE) INV IN: 2568.51 6" (S) INV OUT: 2568.26 12" (NW)37LF OF 10 " S .D . @ 0 .50% CB-06 RIM: 2571.36 INV OUT: 2568.53 10" (NW) 19LF OF 6" S.D. @ 5.28% SDCO-07 RIM: 2572.47 INV OUT: 2569.50 6" (N) CB-04 RIM: 2570.10 INV OUT: 2567.27 10" (N)177LF OF 10" S.D. @ 0.50%CB-01 RIM: 2569.99 INV OUT: 2566.99 12" (W) 6LF OF 12" S.D. @ 1.83% SDMH-01 RIM: 2570.11 INV IN: 2566.88 12" (W) INV IN: 2566.88 12" (E) INV OUT: 2566.88 12" (SE) 23LF OF 12" S.D. @ 0.50% CB-02 RIM: 2569.99 INV OUT: 2566.99 12" (E) 2.00' 2" C900 PVC 88.96' 2" C900 PVC 9.55' 6" C900 PVC12.00' 8" C900 PVC 106.25' 8" C900 PVC 3.19' 8" C900 PVC 4.82' 8" C900 PVC 19.16' 8" C900 PVC 39LF OF 12" S.D. @ 0.55% S&G-01 RIM: 2569.94 INV IN: 2566.67 12" (NW) INV OUT: 2566.32 12" (S)63LF OF 12" S.D. @ 0.00%74.14' 8" C900 PVC57.87' 8" C900 PVC28.92' 8" C9 0 0 P V C 85.05' 6" C900 PVC118.84' 8" C900 PVC25'67'8'61'11LF OF 6" S.S. @ 1.00% 33LF OF 6" S.S. @ 1.00% 70LF OF 6" S.S. @ 1.00%30LF OF 8" S.S. @ 0.40%10LF OF 6" S.S. @ 1.00% 39LF OF 6" S.S. @ 1.00% 28LF OF 4" S.S. @ 2.16% 70LF OF 8" S.S. @ 0.40% 36.57' 2" IR 44.66' 2" IR 15' EX-SSMH RIM: 2573.06 INV IN: 2559.78 8" (N) SSCO-02 RIM: 2571.93 INV IN: 2567.55 6" (SE) INV OUT: 2567.55 6" (W) SSMH-02 RIM: 2572.03 INV IN: 2567.76 6" (E) INV OUT: 2567.66 6" (NW) SSG-01 RIM: 2572.03 INV IN: 2568.22 6" (N) INV OUT: 2567.87 6" (W) INV : 2567.22 6" SSMH-01 RIM: 2571.30 INV IN: 2566.52 6" (E) INV IN: 2562.00 6" (NW) INV IN: 2560.00 8" (W) INV OUT: 2559.90 8" (S) INV : 2568.75 6" SSCO-04 RIM: 2572.40 INV OUT: 2567.92 4" (SW) INV : 2562.39 6" SSMH-03 RIM: 2571.77 INV IN: 2560.38 8" (N) INV IN: 2560.38 6" (W) INV OUT: 2560.28 8" (E)11LF OF 6" S.S. @ 1.00% 43LF OF 6" S.S. @ 1.00% SSCO-03 RIM: 2572.00 INV IN: 2568.65 6" (W) INV OUT: 2568.65 6" (S) INV : 2560.59 6" INV : 2561.81 6" 63LF OF 6" S.S. @ 1.00% 21LF OF 6" S.S. @ 1.00%116LF OF 8" S.S. @ 0.60%15'11'69LF OF 12" S.D. @ 0.00%SSMH-04 RIM: 2570.12 INV IN: 2561.18 6" (NW) INV OUT: 2561.08 8" (S)HO R R O C K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' 06.29.17 11:09 PM | \\BE-Server\Data\!2021\ID-2944-2102 BVA - TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.5.0_UTILITY PLAN.dwg HARDMAN SUNDERLAGE DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |TEN MILE CROSSING RETAILDWT INVESTMENTS LLCFOR PERMIT 3.10.2021 2020 WATER KEYNOTES SERVICE LINE CONNECTION. COORDINATE CONNECTION WITH MECHANICAL PLAN FDC CONNECTION. COORDINATE CONNECTION WITH MECHANICAL PLAN. INSTALL 8"x8"x8" TEE INSTALL 8"x6" REDUCER INSTALL 8" PVC C900 WATERLINE (MIN. 4 FEET COVER ON MAINLINE) INSTALL 2" WATER METER & SERVICE PER CITY OF MERIDIAN STANDARD DETAIL W4 INSTALL 8" JURISDICTIONAL GATE VALVE INSTALL 6" FIRE LINE AND FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DETAIL W8. INSTALL 8"x6"x8" TEE WITH 6" GATE VALVE ON FIRE LINE INSTALL 8" 22.5° BEND W/ THRUST BLOCK PER ISPWC INSTALL 8" 11.25° BEND W/ THRUST BLOCK PER ISPWC INSTALL 8" 45° BEND W/ THRUST BLOCK PER ISPWC INSTALL 8" SERVICE (8"x8" TEE WITH 8" GATE VALVE ON SERVICE LINE) INSTALL 2" 90° BEND W/ THRUST BLOCK INSTALL 2" 45° BEND W/ THRUST BLOCK POTABLE/NON-POTABLE CROSSING. MAINTAIN 18" - VERTICAL SEPARATION STUB FOR FUTURE CONNECTION. INSTALL TEMPORARY BLOW OFF PER CITY OF MERIDIAN STANDARD DETAIL W13 INSTALL 6" PVC C900 FIRE LINE EXISTING WATER MANHOLE SEE SHEET CE001 CONNECT TO EXISTING WATER LINE INSTALL 12"x8" REDUCER INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STANDARD DETAIL W11 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46STORM DRAIN KEYNOTES INSTALL STORM DRAIN CATCH BASIN TYPE 1 PER ISPWC SD-601 INSTALL STORM DRAIN MANHOLE PER ISPWC SD-612 INSTALL 8"x8" LANDSCAPE AREA DRAIN (NDS BASIN WITH CAST IRON GRATE) SEE LANDSCAPE ARCHITECT PLANS FOR GRATE DETAIL. INSTALL SAND AND GREASE TRAP SEE SHEET CU002 FOR DETAIL. INFILTRATION TRENCH SEEPAGE BED SEE SHEET CU002 FOR DETAIL. INSTALL CLEANOUT AND COORDINATE CONNECTION WITH MECHANICAL INSTALL 12" STORM DRAIN LINE INSTALL 10" STORM DRAIN LINE INSTALL 4" STORM DRAIN LINE INSTALL 6" STORM DRAIN LINE 51 52 53 54 55 56 57 58 59 60 SEWER KEYNOTES COORDINATE CONNECTION WITH MECHANICAL PLANS. INSTALL CLEANOUT PER ISPWC SD-506 INSTALL 6" PVC SDR-35 SEWER LINE INSTALL 4" PVC SDR-35 SEWER LINE INSTALL 8" PVC SDR-35 SEWER LINE (MIN. 4 FEET COVER) INSTALL ONE TYPE A MANHOLE PER ISPWC SD-501 CONNECT TO EXISTING SEWER MANHOLE. SEE NOTE 1 THIS SHEET. WYE CONNECTION INSTALL 3" VENT PIPE - SEE MECHANICAL PLANS. COORDINATE CONNECTION WITH MECHANICAL PLANS. STUB FOR FUTURE CONNECTION INSTALL 3,000 GALLON GREASE INTERCEPTOR (SEE NOTES 2 AND 3 THIS SHEET) INSTALL SEWER SAMPLING MANHOLE 71 72 73 74 75 76 77 78 79 80 81 82 PRESSURE IRRIGATION KEYNOTES INSTALL 2" PRESSURE IRRIGATION LINE STUB PRESSURE IRRIGATION LINE FOR FUTURE CONNECTION CONNECT TO EXISTING PRESSURE IRRIGATION LINE 91 92 93 02.04.21 03:34 PM | \\BE-Server\Data\!2021\ID-2944-2102 BVA - TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.5.0_UTILITY PLAN.dwg CU001 UTILITY PLAN 45 3146 46 73 73 76 82 73 72 34 35 30 30 30 42 33 38 28 73 52 60 51 51 51 51 53 53 53 575959 57 57 58 58 58 54 55 51 51 57 30 32 40 40 46 41 41 52 57 57 77 58 40 29 75 80 52 41 46 43 44 75 73 37 37 54 40 40 26 27 (4) 2" CONDUITS (2) 4" CONDUITS (4) 2" CONDUITS (2) 4" CONDUITS 92 92 93 93 91 91 71 72 SEEPAGE BED 1 SEEPAGE BED 2 MISCELLANEOUS KEYNOTES PUBLIC WATER/SEWER UTILITY EASEMENTA A 56 80 1.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EX. SEWER LINE AND EX. SEWER MANHOLE PRIOR TO CONSTRUCTION. CONTRACTOR TO CONSULT ENGINEER AFTER EX. INVERT ELEVATIONS ARE DETERMINED, PRIOR TO CONSTRUCTION. 2.GREASE INTERCEPTOR TO MEET OR EXCEED OLDCASTLE MODEL GT-3000 SPECIFICATIONS OR EQUIVALENT 3.OWNER TO MAINTAIN GREASE INTERCEPTOR NOTES 71 81 73 7379 78 78 74 76 73 40 75 76 80 73