HomeMy WebLinkAboutSS.3_SEWER LINE B - STA 1+00 TO 4+45.83 Keyed Notes 0
-8W BW 8W 8W BW 8W BW BW BW BW 8W 8W BW 8W BW 8W 8W BW BW BW 8W BW 8W 8W 8W 8W 8W BW 8W BW eW EIW E 7
SS MH Rim 2576.47'
E 8" Inv 2 8" inv 565.-7' _ 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
8� 8S 8S SS 8S 8S 8S 8S SS SS 8S SS SS 8S 8S 8S 8S �� 5�
8s 8s 8S E AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1
AND DETAIL 1/SS.1.
- - - - - - - - - - - - - 2. CLEANOUT PER ISPWC SD-506A.
21.52 LF 4"@ 2%MIN.
-- R---- _ Notes
- ••• -N:727210.0911 -- ' ' --- -------- �R ---
d - - Td o - -�- ------id-_---- -..-. ..._.__ ------Id------9------la----- -----r
......................................... N:727231.6082 - - E: IE:
50473.0616-_ - - - � - JSp . -... 6SD 6S� 6S�- R --- a
E:24
4"IE:73 2997 2569.47 c - - - - - - - _ - - _I E:2450473.2993
-- � I N Z N °D ° N o��2576...1........ o m o co c - `
y y U w
N N z ;,I I �° z n �° z N ao ' N I 25-2 1. SEWER MANHOLES SHALL BE 48" ECCENTRIC DIAMETER STANDARD a E o
21.85LF4"@2%-,, rn J g N m N.......... LL - .n n -LL _ � LL - ,Ln N LL Z I w
727231.9587 4-2 5_21 I 6-2 I _ -- o .. �* J `" I I "� -r N " J N J N N:727223.3385 MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. L o
E:2450441.5740 N w o '��i w o? o N W c = ui No o a uj c�.i o 0 13-2 D O ++ 3-.....
I + °oo 4 m - N _ o o N , o N Lu E:2450769.2135 - - _ LL i =a d
4"IE:2571.95 I o N:727194.4400 1 ••. N N aU a N N U v M N aU=v I I + 0D = + + °o -
IE:2569.71••.•......... ....... + E:2450488.3032............ `'' N v N @� =v v N aU 4"IE:2573.02 INSTALL MANHOLE FRAME AND COVER PER ISPWC SD 507 A
--`" 4-
N: - -
L ... .... 4"IE:2569.99 4"IE:2570.40 4"IE 2570.76 ... - _ -MANHOLE COVER PER ISPWC STANDARD DRAWING SD 508 a o p0o o
-- 22.35LF4 @2%MIN. FG:2576.19 4 IE:2569.03 FG:2576.49 I FG:2576.910 .. ••• FG:2577 �SI�` - 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. o -
9 c a 4"IE 2570 60
y
E�• d
4"IE:2569.86 A5 - " ' 1 1 1 G 25772 24 2 INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD U
• a.. .. .. :. a .. F
FG:2576.29 2. ��, 1 2"'�" 9.50LF4 @2/oMIN. 8'4'IE:2569.83 w 8 8w a' IE:2570.20 8 _ 4"IE:2570.60' 8w DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC
0
2+00 FG:2576.33 1 FG:2576.70 c "•.FG:2577.10 =a o=
3+00 ���...:... 23.98 LF 4"@ 2%MIN.
2 1 1 4+00
SDR 35 D 3034 AS NOTED. SEWER SERVICES WITH LESS THAN T�
N:727209.6082,• SS SS SS 8S 8S SS 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL rn N � � ° o,s . 8
.1- Ss
2-2 E:2450441.3270 4, �,o SEWER LINE B \' USE C-900 PVC WATER CLASS PIPE. o N a E o
(PRIVATE) 4+45.83
4"IE:2569.61 ;1 N °' - o o W. DIRECTOR LN. SSMH-8 a m w
51.07 LF 4"@ 2%�................ ... SSMH-7 ui - 23-2
3 8" GRAVITY SEWER MAN SHALL BE PVC SDR 3 STM D3034 PER '��
....
I 5 A
�I a N:727189.4403 :• r " I I 1 ....���2 �1 , THE CITY OF MERIDIAN STANDARDS.
N� E:2450488.2479 '6 Q vwi II 255.01'OF 8"SDR 35 PVC @ 0.969% s>> •. 1 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. '
4"IE:2568.58 2
I � w 1 I I 1
:- 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES
9.50 LF 4"@ 2%MIN.
00 15-2LL w 16-2 17-2 18-2 19-2 20-2 21-2 1 ,
1 12.50' 1 °'. � 1 1 1 20.00' CITY OF MERIDIAN 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT.
- - 30.00'CITY OF MERIDIAN ry 1 I I WATER EASE. 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT
WATER&SEWER EASE. I I 1 1 1 I I 2-2_2 ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE
------_ _ 82.84'OF 8"SDR 35 PVC @ 1.533% 10'_= 1 .' oLU
I i
�L_ J I J, I I 1 I LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS
MIN. I M J 1 G ---- ----- C INE
ARE PROVIDED AT THE 10-FOOT PUID EASEMENT ONTACT DILL
48-
7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH HOURS
1 4 " FINISHED GRADE AND SLOPE. BEFORE DIGGING
SW................
:.....BW -
-8 8w 8 8w 8w _....... - 8 SHOWN ON - -
8W 8W �Y ..
..........................
�0 90, 8w Sw 8� ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE
W. MALBAR ST. ................................ W """"" THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO
SS Sg 8S DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT
• ................. .................................... SEWER LINE A
THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
.........2575................ SSMH-3 _ NO SEPARATE PAYMENT SHALL BE MADE.
:....• CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND C) U)
9.
:.
CLS - ALL EXISTING CONDITIONS PRIOR TO BI ND INCLUDE ALL WORK J
N 76 ....
_ _
- � - - - - -
........................
.......... .....................2576................ - - 1 I (INCLUDING SURFACE RESTORATION) IN THE BID.
a
257 5...................
1 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS LLI Z 0
-- -- ----„ 1 I....... ..
O
r- REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING U) U
1 I I j DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH Q j Q
I I THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF 0 0
SURFACE WATER ACROSS THE SITE REMAIN Lu [)�
Lu
THROUGHOUT HE DURATION OF CONSTRUCT ONTERRUPTED � U
11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - Q <
PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO (�
RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE Qco w
N PAYMENT SHALL BE MADE. Q
SEWER LINE B - STA 1+00 TO 4+45.83 COU
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FEET
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H RIZONTAL SCALE:1"=30
Z JOB NUMBER:
VERTICALS ALE:1"=3'
2560 2560 �D62355
0+80 1+00 2+00 3+00 4+00 4+80 � SHEDATET NUMBER:
W SHEET NUMBER:
w
w SS-3