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HomeMy WebLinkAboutHRSM#3_C4.1-LINE A PLAN & PROFILE Lf) 00 LO N UTILITY NOTES 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN W E SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER O METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF 00 METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM s COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. z O 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS cn THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD W DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE 0 30' 60' w APPROVAL OF THE CITY OF MERIDIAN. 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. z 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. SCALE 1" = 30' J O Q 0 BLOCK 1 BLOCK 1 WATER KEYNOTES Q z 7BLE/NONPOTABLE PIPE CROSSING. O 6 > O$ O7 O O SEE WA ER/SEWER NOTES 2&3 ON COVER SHEET C1.0 r1 u� I 42 41 40 39 38 37 3 35 34 z CONTRACTOR TO VERIFY INSTALLATION OF EXISTING WATER SERVICE FROM '^ O m I O EXISTING HORSE MEADOWS SUBDIVISION. ENSURE SERVICE IS INSTALLED, IN v D WORKING CONDITION AND IS MARKED TO SURFACE. COORDINATE WITH CITYcn r1 I I OF MERIDIAN. _ L_LJ II REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT TO 0 : (n �- SEE SHEET C4. 3 O EXISTING 8" WATER MAIN @ EXISTING 8" GATE VALVE. REMOVE EXISTING 8" w � O + J + J ' I+ J o J o J IF POSSIBLE, SAVE TEMPORARY 2" BLOW-OFF ASSEMBLY FOR FUTURE USE. cn 0 I 2 I O co 10 p., N 1- N 1- e. J� N J«') O JO _ I.. ��I "��I 'N��I �N��I �'��I ��� SEE SHEET C4 2 M 2 ~i z z N z_ + ¢ 7 z > > ¢ > Q I . INSTALL: ILL. W 2 1 O 6 z� n z v z_ N z_ + + 1 - 8" TEE (ALL FLG) Q t I 1 1 1 l �+ O r-' ¢ O 3 - 8" GATE VALVES (FLGxMJ) w O Q LLJ I 1 1 1 1 t144L CATER MAIN I / I o 1 r I ` f f w C �' INSTALL: Q L ( 8 )I z m O 2 - 8" GATE VALVES (FLGxMJ) W LL.I I z 5 1 - 8" FLG x MJ ADAPTOR W M M W EXISTING SSMH 1 I 1 1 M o W W + STA: 4+16 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN W STA: 0+00.00 3 _ W. QUARTERHORSE DR. m 1 90• 4 1 1 I N 1 I 1 I 1 I 1 - - 41.5' R O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, 0 0 00 �o p co INV. 53.50 SD-W9 AND SD-W15. cn s 176' 2 sl�� s o s 2 00 s 3+00 s��� s 4+0 f3OLF 8" C-900 INSTALL: 0 s f 0° 1 WATER MAIN O 1 - 8"x6" TEE (MJxFLG) 1 6" GATE VALVE (FLGxMJ) SSMH 2 f28LF 8" C-900 f235LF 8" C-900 t16 LF 6" C-900 STA: 1+40.20 LINE A STA: 0+00.00 LINE B WATER MAIN WATER MAIN / + 9 SSMH 3 CONTRACTOR TO VERIFY INSTALLATION OF EXISTING FIRE HYDRANT FROM STA: 4+03.20 8 EXISTING HORSE MEADOWS SUBDIVISION. ENSURE HYDRANT IS INSTALLED, IN (^ - -HIE O WO CONDITION AND IS MARKED TO SURFACE. COORDINATE WITH CITY J , EXISTING HORSE MEADOWS MERIDIAN. X SUBDIVISION #2 INSTALL TEMPORARY 4" BLOW-OFF ASSEMBLY PER LL_I O ISPWC STANDARD DRAWING SD-405. LINE A PROFILE L-L] SEWER LEGEND 0+00 1+00 2+00 3+00 4+00 4+50 SEWER KEYNOTES L� s NEW 8" SEWER MAIN PER ISPWC AND C) MERIDIAN SECTION 500. VERTICAL SCALE Q CONTRACTOR TO VERIFY INSTALLATION OF EXISTING SEWER SERVICE FROM EXISTING 8" SEWER MAIN (D CONTRACTOR PHASE, ENSURE SERVICE IS INSTALLED, IN WORKING CONDITION 0 3' 6' AND IS MARKED TO SURFACE. COORDINATE WITH CITY OF MERIDIAN. L_LJ - - - - - - - - - - - - - - NEW 4" SEWER SERVICE TYPE "D" PER CONNECT TO EXISTING SEWER MANHOLE AT KNOCKOUT. CALCULATED 8" ISPWC SD-511 AND MERIDIAN SW3 SCALE 1" = 3' INVERT = 2546.10' CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE (D• �FORRED�ESIGN IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD Z 48" DIAMETER SEWER MANHOLE PER ISPWC SD-501. 2560 EXISTING O GROUND 2560 - - - - - - - - EXISTING 48" DIAMETER SEWER MANHOLE - - - - - - _ _ - - - - - - - / \ - 4" SEWER SERVICE LABEL 12" STORM DRAIN CROSSING \ / - � _ � � - - - - STA: = SEWER MAIN STATIONING - FINISHED GROUND STA: 6+82 43.0' L OR R = LENGTH OF 4" 12" STORM DRAIN CROSSING o 0 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. cD� INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 10 FEET BEHIND PROPERTY LINE. I I x z °0 SERVICE LINES HAVE A MINIMUM 2% GRADE TO THE PROPERTY LINE. 255 I �I 12555 8" WATER CROSSING °2 8" C-900 WATER MAIN "'c� II i Y Z N Q WATER METER LEGEND I I � w � o I w 3 1 N `� m 1 i "0 o M '� z a I o 3 4 DOUBLE METER SERVICE PER CITY OF 0 � z \�dl MERIDIAN STANDARD DRAWINGS W-1 AND W-2. I I INSTALL 1" SERVICE FROM WATER MAIN. 25501 2550 C7 Q ' ' N > o 3/4" SINGLE METER SERVICE PER CITY OF I I z c w o c ~ MERIDIAN STANDARD DRAWINGS W-1 AND W-2. I I LLI J > d INSTALL 1" SERVICE LINE FROM WATER MAIN. I I owl w m p o wi ¢ o w II 2 CENTER OF WATER METER TO BE 2' BEHIND I I 259.00 LF 8" SEWER © 0.41% m o BACK OF SIDEWALK (TYPICAL). I SEWER � 0.41% w �z Y 136.20 LF 8" NOTE: I 48"0 SSMH 3 = Q w 4+03.20 LINE A-SWR o v o w o 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS LJ RIM 2559.5f AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 2545 T48"O SSMH 2 8" IN 2547.91-N 2545 48"0 EXIST SSMH 1 1+40.20 LINE A-SWR 8" IN 2547.91-S C5 NA F/v 0 8" LINE B-SWR NOTE: 8" OUT 2547.81-W 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL 0+00.00 LINE A-SWR RIMIM 255 2558.Of 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE � 2 OTHER WATER LINES NEED 4' OF COVER. RIM 2557.1f IN 2546.76-E TO FACE OF MANHOLE. O �` � m 8" IN 2546.10-E 8" IN 2546.76-N a NOT APPROVED 8" OUT 2546.00-W 8" OUT 2546.66-W 2•) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 06/26/25 INSTALLED WITH NO SUMPS. F R CONSTRUCTI N 3. PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE sT �o MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. TE OF CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONSTRUCTION. 2540 2540 0+00 1+00 2+00 3+00 4+00 4+50 SHEET C4 . 1