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1. The highest elevation on the profile is just north of Lot Block at Station 2. At sewer manhole B-3, the invert out el

Posted: Wed May 04, 2022 9:02 am
by answerhappygod
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 1
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 1 (42.81 KiB) Viewed 33 times
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 2
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 2 (20.24 KiB) Viewed 33 times
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 3
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 3 (82.2 KiB) Viewed 33 times
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 4
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 4 (51.65 KiB) Viewed 33 times
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 5
1 The Highest Elevation On The Profile Is Just North Of Lot Block At Station 2 At Sewer Manhole B 3 The Invert Out El 5 (59.64 KiB) Viewed 33 times
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 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 below the %.
9. SSMH B-1 has two invert in "PVC pipes at elevations and one invert out of and "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 %.
KEYNOTES 4 5 6 8 9 CONST. 13.0 LF. 6 WATER MAIN 8x8"x6" TEE (MJxMJxFLG) 6 VALVE (MJxFLG) CONST. 15.7 LF. 6 WATER MAIN 8x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) 8x8x8 TEE (MJxFLG) 38 VALVES (MJXFLG) 22 1/2" BEND (MJ) 11 1/4 BEND (MJ) 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. S ● O = S.C. S.L. E.I. 5 LEGEND - -- -- PROPERTY LINE RIGHT-OF-WAY LINE CENTERLINE SANITARY SEWER LINE CONST. SEWER MANHOLE EXIST. SANITARY SEWER LINE EXIST. 5.0' SANITARY SEWER MANHOLE CONST. WATER LINE WATER SERVICE AND WATER METER EXIST. WATER LINE SANITARY SEWER SERVICE CONNECTION - STATION SANITARY SEWER SERVICE LINE 6 LT. OR RT. END INVERT OF SANITARY SEWER SERVICE CONST. WATER VALVE EXIST. WATER VALVE INSTALL 6 FIRE HYDRANT BENCH MARK LOCATION 13 LF. NI
100 95 90 85 80 1SNOORD 55MH 8-4 85.42 IN-OUT 8 PVC SEWER 150.0 LF. 0.60% 84.52 INV-IN CONST HAS 84.42 INV-OUT 8 PVC SEWER 291.0 LF. 00.40%- 8+00 7+00 Portion of Sewer Plan and Profile 6+00 5+00 83.25 INV-IN SNOO 융행봉 83.16 INV SSMH 8-2 8 PVC-SEWER 115.3 LE 90.40% ANI S COTE NANO CHER LINE 82.60 NV-OUT B -12" PVC SEWER 73.8 LF, 0.22% EXIST. +0.22% REMOVE O 82.44 INV-OUT SNOO - 82 942 0255150 FIELD VERIFY HORIZONTAL & VERTICAL LOCATIONS PRIOR TO CONSTRUCTION 95 90 85 80 4+00 3+00 2+00 Courtesy of Capital Development: Boise, Idaho.
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. (10) SSMH 8-4 STA: 8+44 mun FF6 Brd BLOCK 5 (8) Ⓒ 100 SSMH A-2 STA 5478 myan FFO Ang 15) 249.6 LF DA. m 17 Ⓒ 8 WATER CONST, 27.4 LF CONST. TER MAIN 8 WATER MAIN T. 2251 IF- 2 6-8 HASS EXIST. WATER VALVE INSTALL 6 FIRE HYDRANT BENCH MARK LOCATION monse Fro MAO mww LINE Hifton minsa th 58.5 FLORIDA AVENUE 8'5 www FFF B minsa Fro man FFC -CONST. 116.8 LF. 8 WATER MAIN te mpp - HASS CONST (2 WATER SSMH 8-1 F3.3 5.9 Ⓒ LINE B 100