Answer Happy

KEYNOTES CONST. 13.0 LF 6" WATER MAIN B*XB*X6 TEE (MJxMFLG) 6 VALVE (MUXFLG) CONST. 15.7 LF 6" WATER MAIN 8 x8*x6* TEE (MJxMJXFLG) 6" VALVE (MUXLG) 8"x8*8* TEE (MJFLG) 3 - 8- VALVES (MFLG) 4 22 1/2 BEND (MJ) LEGEND PROPERTY LINE RIGHT-OF-WAY UNE CENTERLINE SANITARY SEWER UNE CONST, SEWER MANHOLE EXIST. SANITARY SEWER UNE EXIST. S.O' SANITARY SEWER MANMOLE CONST. WATER LINE W- SCALE: WATER SERWCE AND WATER METER EXIST. WATER LINE HORIZONTAL 11 1/4 BEND (MU) 100 S.C SANITARY SEWER SERWCE CONNECTION - STATION SANITARY SEWER SERWCE LINE - LT. OR RT. 6 SL 0 15 30 VERTICAL EL END INVERT OF SANITARY SEWER SERVICE 10 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. CONST. WATER VALVE EXIST. WATER VALVE INSTALL 6" FIRE HYDRANT BENCH MARK LOCATION 13 o - WATER MAN muny res munun CONST 7 US WATERMAIN --- 1. Rea ON 10 8's +27554 1602117 FLORIDA AVENUE SSMH B-4 STA: 8+44 B 125 s's SSMH A-2 STA: 5+78 IR TF1.00 HH 1 BOSS munun Pro munun pro おれ م نے بی muu ro NO ve SSSTA: 2:35.78 viviu mun EO SEMME mung ro ON uri minus Pro 728 5 ಇರ muus ro SU LINE B 12 តន៍ おe ors 10 LINE B باب chuiw BLOCK 5 100 100 95 95 90 901234 90 B* PVC SEWER 150.0 LF. O 0.60% 87.50, INV. +24558 85 B" PVC SEWER 291.0. LEO 0.40% 8. PVG-SEWER 115.3 LF. O 0.40% -12" PVC SEWER 73.8 LFO 0.22% EXIST: TO +0.22% 85 So BO INV 84.52 85.42 INV:-OUT 84.42 INV.-OUT AND BO 83.26 IN 83.16 ANV.-OUT 82.70 INVAIN 5. IN AMSTER 82.66 INV.-OUT NETO-L1/82.44 INV.-OUT shouvola SA CONST ISNOJ So beton ISNOJ OSS SMS 70,-. CONST. 2x ISO OSSCO REMOVE 8+00 7+00 6+00 5+00 4+00 3+00 2+00 Portion of Sewer Plan and Profile Courtesy of Capital Development: Boise, Idaho igure T10-1. Courtesy of Captial Development, Boise, Idaho)
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. below the 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