HomeMy WebLinkAboutSS.1_SEWER LINE A - STA 1+00 TO 6+00V
IRV
IRV
IRV
IRV
IRV
JB
JB
JB
JB
IRV
SSMH-1
SSMH-256.56' OF 8" SDR 35 PVC @ 3.624%
SSMH-3
117.16' OF 8" SDR 35 PVC @ 0.417% 360.79' OF 8" SDR 35 PVC @ 0.410%
EXISTING 55.05' OF 8" SDR 35 PVC @ 0.354%
EXISTING 237.00' OF 8" SDR 35 PVC @ 0.354%38.50 LF 4"@ 2% MIN.1+82.18, 38.50' R 4" IE: 2570.5638.50 LF 4"@ 2% MIN.2+46.75, 38.50' R4" IE: 2570.8138.50 LF 4"@ 2% MIN.3+12.82, 38.50' R 4" IE: 2571.07 38.50 LF 4"@ 2% MIN.3+76.58, 38.50' R4" IE: 2571.31 38.50 LF 4"@ 2% MIN. 4+20.93, 38.50' R 4" IE: 2571.4838.50 LF 4"@ 2% MIN.5+17. 33, 38.49' R4" IE: 2571.8538.50 LF 4"@ 2% MIN.5+72.33, 38.50' R4" IE: 2572.073+28.69, 38.50' L38.50 LF 4"@ 2% MIN.4" IE: 2572.003+52.69, 38.50' L38.50 LF 4"@ 2% MIN.4" IE: 2572.103+88.69, 38.50' L38.50 LF 4"@ 2% MIN.4" IE: 2572.254+15.93, 38.50' L38.50 LF 4"@ 2% MIN. 4" IE: 2572.374+48.70, 38.50' L38.50 LF 4"@ 2% MIN.4" IE: 2572.514+76.93, 38.50' L38.50 LF 4"@ 2% MIN.4" IE: 2572.635+08.70, 38.50' L38.50 LF 4"@ 2% MIN.4" IE: 2572.765+41.33, 38.50' L38.50 LF 4" @ 2%MIN. 4" IE: 2572.781+67.54, 38.50' L38.50 LF 6"@ 2% MIN.6" IE: 2571.544" IE: 2568.00
FG: 2574.50
4" IE: 2568.26
FG: 2574.76
4" IE: 2568.52
FG: 2575.02
4" IE: 2568.78
FG: 2575.28
4" IE: 2568.96
FG: 2575.46
4" IE: 2569.34
FG: 2575.84
4" IE: 2569.56
FG: 2576.06
6" IE: 2568.95
FG: 2575.45 4" IE: 2569.46
FG: 2575.96
4" IE: 2569.56
FG: 2576.06
4" IE: 2569.71
FG: 2576.21
4" IE: 2569.83
FG: 2576.33
4" IE: 2569.96
FG: 2576.46
4" IE: 2570.08
FG: 2576.58
4" IE: 2570.21
FG: 2576.71
4" IE: 2570.23
FG: 2576.73
1+00
2+00 3+00 4+00 5+00 6+00
SEWER LINE A 1+00 TO 6+00
2560
2564
2568
2572
2576
2580
2584
2588
2560
2564
2568
2572
2576
2580
2584
2588
0+80 1+00 2+00 3+00 4+00 5+00 6+00
0+80 1+00 2+00 3+00 4+00 5+00 6+00
FINISHED GRADE @ PIPE C/L
APPROXIMATE EXISTING
GRADE @ PIPE C/LSSMH-11+00.00, 0.00RIM: 2574.578" IE IN: 2563.24 (NE)8" IE IN: 2563.14 (N)8" IE OUT: 2563.14 (S)56.56' OF 8" SDR 35 PVC @ 3.624%SSMH-21+60.54, 0.00RIM: 2574.998" IE IN: 2565.39 (E)8" IE OUT: 2565.29 (SW)117.16' OF 8" SDR 35 PVC @ 0.417% SSMH-32+81.70, 0.00RIM: 2575.488" IE IN: 2565.98 (E)8" IE IN: 2565.98 (N)8" IE OUT: 2565.88 (W)360.79' OF 8" SDR 35 PVC @ 0.410%
12" SD
8" W 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956c.208.867.3954ross@ericksoncivil.com erickson civil DATE NO. REVISION PREPARED BY:PROJECT MANAGER:JOB NUMBER:PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC.- RKESHEET NUMBER:SHEET TITLE: DATE:
IDB2355OWNER:PROJECT TITLE:SAGARRA SUBDIVISION PHASE 1MERIDIAN, ID SAGARRA PHASE 1, LLCPROFESSIONALE
OHADIFOETATS
E R IC KSON
KSSOR1 0 8 1 3
NGIN
E
ERREG I STERED
6-9-23Plans Are Accepted For PublicStreet Construction- -7-5-23
LD-RSUB-2023-0013 & FP-2023-0008 & A-2023-0102SS.1
FEET
0 30 60
SEWER LINE A - STA 1+00 TO 6+00 POTABLE & NON POTABLE PIPE CROSSING
NON POTABLE PIPE PROVIDE
TEMPORARY PIPE SUPPORT
AND SHORING AS REQUIRED
18" MIN10'10'
POTABLE LINE
45° BEND
45° BEND
45° BEND
45° BEND
C-900 AS REQUIRED TO
ACHIEVE CLEARANCE
C-900 AS REQUIRED
TO ACHIEVE
CLEARANCE
USE CHIPS TO BACKFILL TO
SPRING LINE OF THE
PIPE THAT IS ABOVE
THE WATER PIPE
(MAIN OR SERVICE)
SS.1
1
NOTES:
1. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF
CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. THE POTABLE LINE
SHALL BE LOWERED AS SHOWN TO PROVIDE 18" MIN. VERTICAL CLEARANCE
BETWEEN THE EXTERIOR WALL OF THE POTABLE AND NON-POTABLE LINES.
2. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER
BASED ON FINISHED GRADES.
3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL
WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE.
4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS.
5. PROVIDE THRUST BLOCKS PER ISPWC.
6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL
WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE.
7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL
INFORMATION.SEE SHEET SS.2SEWER LINE A
SEWER LINE B
W. MALBAR ST. N. ARLISS AVE.W. DIRECTOR LN. (PRIVATE)
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
150°
120°
60
°90°90°3.89'10.50'39.69' EX. CITY OFMERIDIAN WATER
&SEWE
R
EASE.10' MIN.1
1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1
AND DETAIL 1/SS.1.
2. CONNECT TO EXISTING LIVE SEWER - VERIFY AND MATCH EXISTING
INVERT ELEVATION AT POINT OF CONNECTION - NOTIFY ENGINEER
IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED
1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD
MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501.
INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND
MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508.
2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511.
INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD
DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC
SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN
18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL
USE C-900 PVC WATER CLASS PIPE.
3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER
THE CITY OF MERIDIAN STANDARDS.
4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE.
5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES
5-FEET BEYOND JOINT TRENCH SEWER EASEMENT.
6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT
ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE
LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS
ARE PROVIDED AT THE 10-FOOT PUID EASEMENT.
7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH
FINISHED GRADE AND SLOPE.
8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT
THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE.
9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND
ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK
(INCLUDING SURFACE RESTORATION) IN THE BID.
10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS
REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING
DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH
THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF
SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED
THROUGHOUT THE DURATION OF CONSTRUCTION.
11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES -
PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO
RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE
PAYMENT SHALL BE MADE.
2
2
1
1 1 1 11
1
1 1 1
1
1
1 1 1
1
10.00'
9 0°118°08/04/23
FP-2023-0008