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HomeMy WebLinkAboutC11.0_Utility Plan & Profile MH-03 STA: 11+96.07 00 � � 1 rn o I I I RIM: 2614.13 I � 00 I o BLOCK 2 MH-01 12 08 NrO � � � � 3 I, O 00 0' IT LO STA: 10+00 J J J J INV IN: 2605.58 (E) �i o - rn (D � Ln ( I INV IN: 2605.58 (W) + M o r` o o INV IN: 2603.55 (NE) 3 j o - c � � o � o 000 � o � o � I + O I + r� RIM: 2614.73 Li � I, + + � + + + � I INV OUT: 2605.48 (S) a N Q � 0) c0 0 o c� O r7 N CL o o N �o � O INV OUT: 2603.45 (SW) �, 00 (D z z Q � Q L ; � Q � Q � cn o O � F- IJ- I ,r � � _ � I � o � o I � o I ~ o v O 2 ± � 2 cno 2 (� MH-02 o N �' z 0' Q I �2 �3 I �2 I 2 3 NORTH 1 OZ i� � STA: 11+38.83 N 3 z O w g RIM: 2614.17 3 I 1 � � � Q z2 9 8 7 INV IN: 2604.20 (N) I cn o r I Y M AP 66 o w INV OUT: 2604.11 (SW) 4 2 3 2 - _ zZ z � Q I 3 O BLOCK1 mm - - - - $ - WATER CONSTRUCTION NOTES o w _ _ - - u� -! 19 1 106' z - - o a - cn ❑1 INSTALL 12" PVC C900 WATER LINE. 4' MIN 2 / I 7 I J' \��►<m ` 1 g ' 1 12»S I I 1 PissCOVER IN PAVED AREAS PER CITY OF I I 0- \ N - i MERIDIAN STANDARDS / 8„ I 8.. N I 8„W 8 I z MP'(G ��� 12 j o (� ESN 11+00 N CONLEYAIVE. 10 00 ❑2 INSTALL 1" SERVICE LINE WITH DUAL 3/4" 11219 0 0 S �i 139' 1 METER PER CITY OF MERIDIAN STD DWG W1 z i 00 11+00 c6 + _ uw 17 1 55 --- 8 S 11+ 0 10 00 & W3. o 10 � 82' 11 I 3+00 � 0 � 8 S 8 S � » „ � / „'� „S _ 18 ❑3 INSTALL 1 SERVICE LINE WITH SINGLE 3/4 O 8 S 8 S 8 ,�O S w S --- METER PER CITY OF MERIDIAN STD DWG W1 � MH-04 E EAGLE VIEW CT. 1 181' g I ,,S 1 57' _ - & W2. ° STA: 13+77.40 - _ \�k ° - ® INSTALL FIRE HYDRANT PER CITY OF w � O 3 RIM: 2613.35 U 4 � � �X INV IN: 2607.49 (SW) ° Q 13 11 5 / I MERIDIAN STD DWG W8 & W9. o INV OUT: 2607.39 (E),,,--' - - - - \� 12 I 0 k y'o. / 12 13 LJ 14 0 INSTALL 12" X 12" X 8" TEE. 51' / 12 BLOCK 1 6 ko 0 LJ 02 / EXISTING I / o -� / / 3 2 I SEWER MAIN ❑ INSTALL 8" GATE VALVE PER CITY OF 1 16 / o� J 2 (0J 2 FROM OTHERS MERIDIAN STD DWG W11. / STA: 12+10.17 '� c��� / / 2 00 o I o; o LO Ln 0 17 STA: 14+27.94 // GNP- c�N� / o + I (_ o + N o ❑7 INSTALL 45° BEND. 3 OFF: 33.50 LT S 0 o o N + N -i RIM. 2612.84 MP �N� / 07 + + I / / 4 NORTHING: 4832.90 INV OUT: 2608.00 (NE) / / / ± � N o FASTING: 7660.01 � � Q o I � r� ® REMOVE EXISTING BLOW OFF AND MAKE \ / / Q Q L N QLL- COMPATIBLE CONNECTION TO EXISTING 8" O \ / � o N o I N o WATERLINE IN CHAMPION PARK SUBDIVISON / BLOCK 1 I 11 / � ❑ INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF i 11 MERIDIAN STANDARDS. z Ui w 12 INSTALL 12"X8" REDUCER. Q U 0 >% co co co / ❑ INSTALL 8 X6 REDUCER. co Q o 2620 LINE S S-A 2620 o (D N 17 INSTALL 6" GATE VALVE PER CITY OF Q U) coCD MERIDIAN STD DWG W11. o 6 N LINE SS-A 2 O ^ 18 INSTALL 12" GATE VALVE PER CITY OF W o co z MERIDIAN STD DWG W11. Y ° w o w o z Nco Ln 19 INSTALL 11.25° BEND. N o 0 �.�. � �� � � � Oar) o O m o � � 00 00 L(i o 00 a + N 0 UTILITY CROSSING, SEE WATER NOTES 2 & 3 w � rn (D LO ) coo ('0 Lc) LO coo In C) (0 O W N I= ON SHEET 02. O O + � O c0 N + � c0 c0 N + � O N o � N - O 2616 0 r- ro � r, � NN N 2616 2616 r, � NN N N - NN � = Q > , 261s SEWER CONSTRUCTION NOTES o o zzO zzO zO 1 - zz r- 00 O Lii + (0 N N EX. GRADE 1� I a I Q •• I Q > > PROP. GRADE EX. GRADE C� N - O1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN (n N co rococ" _ � � » > _ � � » > = � - z z SEWER SEWER+ c i N o N Z z'76o SEWER � z z z g � 0- z z z U) o' _ _ COVER PER CITY OF MERIDIAN STANDARDS. NLn O - = - N - - - - - - - - - -< � > > 3: -1O - - - - - - - - - - INSTALL 4 SANITARY SEWER SERVICE ®N - - T _ > 2.0% MIN. SLOPE PER CITY OF MERIDIAN STDLL :2V) EE: _ _ - - - - - - - - - - - - _ _ _ _/ DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. z O LU LU T PROP. GRADE @ ri INSTALL 48" DIAMETER SEWER MANHOLE PER E SEWER DIVISION 500 OF THE CITY OF MERIDIAN 0 2612 2612 2612 2612 SUPPLEMENTAL SPECIFICATIONS. ,�x W Z N NOTE: > W z Q EX. PIRR XING 1. ALL STATIONING AND OFFSETS ON WATER AND z p STA: 10+09.99 SEWER SERVICES ARE FROM THE ROADWAY Q WELEV: (� L 2610.63 CENTERLINE. s LLJ 3 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE TO THE ISPWC AND THE MERIDIAN z SUPPLEMENTAL SPECIFICATION SECTION 500. c0 t N wLU 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D' 2608 2608 2608 2608 SERVICE CONNECTIONS PER ISPWC SD-511 WITH J 2% MIN. SLOPE UNLESS OTHERWISE NOTED. M > cfl 4. MIDSECTION LINE WATER MAINS SHALL HAVE 5 z n FEET OF COVER, IN ALL OTHER AREAS COVER 8 PVC 81 LF OF N 51 LF OF 8" © 1.00% _ _ SHALL BE 4 FEET. PVC @ 1.00% U - cn z GRAPHIC SCALE IN FEET m 0 10 20 40 cn 3 cw rmm / CFO 8„ P o m cos w VC 2 23q HORIZONTAL m m 3 z 4 m 0 0 2604 2604 = 2604 2604 139 LF OF 8" PVC ® 0.40% z U ~ 3 0 = w Q v c� w ? 0 U 0 Q o 2 D r 2602 2602 2602 2602 w o 0 N o > 0 0 0 14+35 14+00 13+00 12+00 11 +75 12+00 11+00 10+00 95' 1 LO z W rn N z N O o a Z O (n M W Z u O Ui (n N (D W z Z U Q CD W m Ill W 0' Q' E 0� (Y U Q w a a � c 0 0_ L7 0 SEAL °a D U L Q J ° SS\0 fN� wN N '` D z2? U) " 9 a & 2° N w C F N O � Q LO o < < ER gP� o J 4-: EXPIRES 10/31/23 > 3 CAUTION: NOTICE TO CONTRACTOR N E) sSHEET NO. N = o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , o a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 11 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE cu 0 d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Know what's below. 11 OF 1 p UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig U