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: Study The Portion Of A Sewer Plan And Profile In Figure T10 1 To Answer The Follow Ing Questions Use Microsoft Word To 1 (50.55 KiB) Viewed 25 times

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Study the portion of a sewer plan and profile in Figure T10-1 to answer the follow- ing questions. Use Microsoft Word to open the file "Ch 10 sewerprofile" on the Student Web site and use AutoCAD the to open the file "sewerprofile." 1. The highest elevation on the profile is just north of Lot Block at Station 2. At sewer manhole B-3, the invert out elevation is 3. Keynote 6 refers to 4. At Station 3+95.03, the invert out is located below the manhole. 5. At Lot 9, Block 5, the sewer connection is at Station and the invert elevation at the end is 6. On the profile, the maximum slope for a sewer line is %. 7. On Florida Avenue, the sewer line is typically located from the centerline of the street. 8. Station 2 + 75.78 is the location of SSMH
9. SSMH B-1 has two invert in PVC pipes at elevations of and and one invert out -" PVC pipe at an elevation of 10. The average slope of the sewer line between station 6 +90.00 and station 2 + 75.78 is %.
NAMPA STANDARD REQUIREMENTS REMOVE AND RELOCATE DOUBLE METER TO LOCATION SHOWN ON PLAN RENOVE AND SINGLE METER AND INSTALL DOUBLE METER AT LOCATION SHOWN ON PLAN. USE SINGLE FOR LOT 5 BLK 6, EXIST. WATER VALV INSTALL 6" FIRE HY BENCH MARK LOCA 9 9 - --- & WATE 274 U CONSERVAN SEE ISNO ST. 225.1 SONST 1321 10 SSMH 3-4 STA: 844 HE 1 SSMH STA 1001HH FE ISTA 9-3 Hit te mu Bu my ԷՐԻ RE LINE B viviu 15 BLOCK 15 100 95 1 20 & PVC SEWER 150.0 UFO 0.60 85 8' PVC SEWER 291.0 LEO 0.40 80 ino-258 5452 INVIN 84.42 N.-OUT ISNOO-007748 +- HASS SCONST 6+00 5+OC 8+00 7+00 Portion of Sewer Plan and Profile Figure T10-1. ir In
10 SANITARY SEWER SERVICE ALVE 1 of 1 LIVE HYDRANT CATION ro DO IT CONST. 1188 * WATER MAN 8. WA thife AVENUE 16024 wetu wi HF CO FO STA: 8 STA 2+75.78 ZSSUHB LINE B 100 95 40% -12° PVC SEWER 73.8 LFO 0.22% EXIST 10 +0.22% 8! EVO SEWER 115, 0405 35 80 83.26 V.IN 483.16 INV.-OUT 82.70 NVAN 82.66 IN-OUT 82.46 IN-OUT co 303 Wond SMS - CONSI SNOO - RS SSMH 61 ST. 350 DAYTONIA PORTO CONSTRUCTION 00 4+00 3+00 2+00 Boise, Idaho Courtesy of Capteur Berepe
2 KEYNOTES CONST. 13.0 LF 6" WATER MAIN 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) 2 CONST. 15.7 LF 6" WATER MAIN 8*x8"x6" TEE (MJxMJxFLG) Š" VALVE (MJxFLG) 8"x8"x8" TEE (MJXFLG) 3 - 8" VALVES (MJxFLG) 22 1/2 BEND (MJ) 5 11 1/4" BEND (MJ) 6 CONNECT TO EXIST. 8* WATER MAIN FIELD VERIFY LOCATION INSTALL 2 BLOW-OFF ASSEMBLY BEHIND SIDEWALK WHERE APPLICABLE PER CITY OF NAMPA STANDARD REQUIREMENTS REMOVE AND RELOCATE DOUBLE METER TO LOCATION SHOWN ON PLAN REMOVE AND SINGLE METER AND INSTALL DOUBLE METER AT LOCATION SHOWN ON PLAN. USE SINGLE FOR LOT 5 BLK 6. 8 (9) D H go WATER MAIN CONST. 249.6 LF SSMN 11
LEGEND S PROPERTY LINE RIGHT-OF-WAY LINE CENTERLINE SANITARY SEWER LINE CONST. SEWER MANHOLE EXIST. SANITARY SEWER UNE EXIST. 5.0' SANITARY SEWER MANHOLE CONST. WATER LINE . o O 3 WATER SERVICE AND WATER METER EXIST. WATER UNE w S.C. SANITARY SEWER SERVICE CONNECTION - STATION SL SANITARY SEWER SERVICE UNE - LT. OR RT. E.I. END INVERT OF SANITARY SEWER SERVICE IND Y OF CONST. WATER VALVE EXIST. WATER VALVE INSTALL 6" FIRE HYDRANT R .. BENCH MARK LOCATION 13 'n 8 MO 14 muy ONST 116.8 L ro 6 Le --- munun ro 8° WATER MAIN CONST. 27.4.FI TO munus mus tro R NO o WATER OU 284 5833 おた 16027 FLORIDA AVENUE s's mus ro Hiloot mu Ero muy 4+4 CMHR tro mung es Ero 88 murun ro 88 STA: 6490 SSMH B-3
SA INSTALL 6" FIRE HYDRANT BENCH MARK LOCATION 6 9 NUVEAU KELULAIL TO LOCATION SHOWN ON PLAN REMOVE AND SINGLE METER AND INSTALL DOUBLE METER AT LOCATION SHOWN ON PLAN. USE SINGLE FOR LOT 5 BLK viviu -Fh 8 8" WATER MAIN CONST. 27.4 U BY WATER MAIN CONST. 225.1 U ET B5.50 S.C. 5449 EL 64.88 SL 39 R S.C. 44.11 CONST. 116.8 UF 8 WATER MAIN 85.20 SE S' EL 85 70 & WATER MAN CONST, 249.6 UH 11 ) 10 8's 1955 1604417 LORIOA AVENUE 125 SSMH - STA: 844 SSMH A-2 STA 5+28 193 $.c. 563 SSMH 8-2- STA: 3+95.03 10.01 84.76 4444 S.C. 2492 EL. 83.28 SSMH 3-1 STA: 2+75.78 TSTA: 6.90 SSH 0-3 9 65.20 23 7:09 LINE B EL 66.60 1.13 S.C. 8+39 LINE B 1 13 BLOCK 5
95 95 - 00 90 8 PVC SEWER 1500 FO 0.50% 85 8 PVC SEWER 291.0 F00.40* -12° PVO SEWER 73.8 UFO 0.22% EXIST o +0.225 8 PVO-SEWER 1153040 95 NO 8 의 85.42 NV-OUT 8452 IN-IN INGEN 83 25 INVIN 83.16.V.-OUT 82.70 VAN - ANCO NER LINE 82.5. NV -OUT 180-AN 7207 1510 - CONSE ISNOS 15103 REMOVE OORS 12 6+00 8+00 7400 Portion of Sewer Plan and Profile 5+00 4+00 3+00 2400 Courtesy of Capital Development: Boise, Idaho