HomeMy WebLinkAboutSS.4_SEWER LINE C - STA 1+00 TO 4+54.11VV
IRV
IRV
JB
JB
4+50.21
1+002+00 3+00 4+00
SSMH-9
61.14' OF 8" SDR 35 PVC @ 2.617%
SSMH-10
20.84' OF 8" SDR 35 PVC @ 0.620%
SSMH-11256.26' OF 8" SDR 35 PVC @ 0.717%
SSMH-4
4" IE: 2572.31
FG: 2578.814+13.87, 28.25' L2 8.25 LF 4"@ 2% MIN.4" IE: 2574.573+84.89, 28.25' L28.25 LF 4"@ 2% MIN. 4" IE: 2574.413+53.09, 28.25' L28.25 LF 4"@ 2% MIN. 4" IE: 2574.253+11.67, 28.25' L28.25 LF 4"@ 2% MIN.4" IE: 2574.052+76.60, 28.00' L28.00 LF 4"@ 2% MIN. 4" IE: 2573.882+00.23, 28.00' L28.00 LF 4"@ 2% MIN.4" IE: 2573.3118.00 LF 4"
@ 2% MIN.
1+47.23, 18.00' L
4" IE: 2573.11
4" IE: 2572.17
FG: 2578.67
4" IE: 2572.01
FG: 2578.51
4" IE: 2571.80
FG: 2578.30
4" IE: 2571.62
FG: 2578.12
4" IE: 2570.92
FG: 2577.42
4" IE: 2570.67
FG: 2577.17
18.66 LF 4" @ 18.9%
31.47 LF 4" @ 10.07%
N: 727216.0622
E: 2450845.8278
4" IE: 2572.99
N: 727187.9303
E: 2450844.5425
4" IE: 2573.11 2+35.34, 28.00' L28.00 LF 4"@ 2% MIN.4" IE: 2573.684" IE: 2571.41
FG: 2577.91
SEWER LINE C 1+00 to 4+50.21
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 4+80
0+80 1+00 2+00 3+00 4+00 4+80SSMH-46+46.49, 0.00RIM: 2576.948" IE IN: 2567.56 (E)8" IE IN: 2567.56 (N)8" IE OUT: 2567.46 (W)61.14' OF 8" SDR 35 PVC @ 2.617%SSMH-91+65.12, 0.00RIM: 2577.058" IE IN: 2569.26 (NE)4" IE IN: 2569.59 (W)8" IE OUT: 2569.16 (S)20.84' OF 8" SDR 35 PVC @ 0.620%
256 .26 ' OF 8" SDR 35 PVC @ 0.717 %SSMH-114+50.21, 0.00RIM: 2578.838" IE OUT: 2571.33 (W)SSMH-10
1+89.96, 0.00
RIM: 2577.05
8" IE IN: 2569.49 (E)
4" IE IN: 2569.82 (NW)
8" IE OUT: 2569.39 (SW)
FINISHED GRADE @ PIPE C/L
APPROXIMATE EXISTING
GRADE @ PIPE C/L
12" SD
8" SD
8" W
8" W
FEET
0 30 60
SEWER LINE C - STA 1+00 TO 4+50.21 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.4
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. CLEANOUT PER ISPWC SD-506A.
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.
SEWER LINE A
SEWER LINE C
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
W. MALBAR ST.
W. DIRECTOR LN. (PRIVATE)119°90
°90°7.00'30.00' CITY OF MERIDIAN
WATER & SEWER EASE.30.00' CITY OF MERIDIANWATER & SEWER EASE. 20. 00' CITY OF MERIDIAN
WATER
EASE.11.00'
10'
MIN.11.00' 10'MIN.11
1
11
1
1
1
1 5.00' 90 °91°150°
08/04/23
FP-2023-0008