HomeMy WebLinkAboutSS.1_SEWER LINE A - STA 1+00 TO 6+00 S 8" Inv 251�3.94GO
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.�5�5' I I - - - - - _ _ _ 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
. I w 2576 1"" I I I AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1
- / I AND DETAIL 1/SS.1.
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-2 - I - 11-2 12-2 13-2 { ; 1 2. CONNECT TO EXISTING LIVE SEWER-VERIFY AND MATCH EXISTING
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NOTIFY ENGINEER
39•� """' IMMEDIATELY IF DISCREPANCIES ARE NOTED
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�..I... ••••••••••, IMM R IAT ELEVATION PAN D OINRT OF CONNECTION
�ME 69 EX.CITY I I I I
l SEWERwArER&� 8W 8W g �. �\. J 1
/ ASE. 42-2 .'
q: i.. - 8W 8W o 8 :.8W •..:. 8 8W �� 1 Notes
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SEWER LINE B W. DIRECTOR LN. (PRIVATE) .,�
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_ •� �� � •°.�� SEWER MANHOLES SHALL BE 48 DIAMETER ECCENTRIC STANDA � �
NI , MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. y a3 No a
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.3 - - - INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND
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I ''•••• � ♦•'':1 MANHOLE COVER P ISPWC DRAWING 5,1�2 •` 1 ,� WCSD 08 =
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01 6 0 o I , J J I I -� J I I J� J 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. - - -
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`pI J INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD Q -�� T�
LL o '� LL o O dj LL ' LL - OI - J N J N J N
SS H Rim 2574 I ti o a w I C -
I�' DRAWING SD 512 ALL SEWER SERVICES SHALL BE 4" OR 6" PV N
J N c00 J N I t0 J N J N O �L M I I O 2r M LL I 1
N _ o 0 0 0 I 0 o o rn ti M J CIA SDR 35, D 3034 AS NOTED. SEWER SERVICES WITH LESS THAN ca o
N 8" Inter 256356' / I I N N ui ,n N uj r m o w ui w ao 0 0 0 o I 1 y
I co N Ln c„ _ v, N w ^ ,n N w l � ,o = ui p � ui d a
/ M U 11 . ' + ao a` 9 ao a\ - + 00 a` + co a' + oo /�� I r�N��\ "' //N���� 1 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL r -
V M M V V M V I I et M V 7 M tl I N M V u'Y M \J 'r I 1
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SB" 34' I CM !M V CM M + ao + oo m w - o
w 8" v 563.40' _ _ ________________________ I I L ° 1 l I J J 1 USE C-900 PVC WATER CLASS PIPE.
3 6"IE:2568.95
as as 1 4"IE.2569.46 4"IE:2569.71 'IE 256996 11 00 ---- 3 8' GRAVITY SEWER MAN S
FG:2575.45 IE 257021 4"IE 25702 HALL BE PVC SDR 35, ASTM D3034 PER
- - - - •. . FG:2575.96 4' 4 3_ I
_ _ _ FG:2 FG:2576.73 THE CITY OF MERIDIAN STANDARDS.
FG•2576 21 576 46 FG:2576.71
-56.56'OF 8"SDR 35 PVC @ 3.624% , 1 - - - - - - - 1 N
I. •.. •SSMH:2 ' • • °' "a"IE:z57o.o8 . : - 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE.
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•'4"IE•2569 56 ••••4"IE•2569 83
FG:2576.06 FG:2576.33 I'
w/ FG:2576.58
8 8W "SVv 8W �w 8w_ .. ••......• V) 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES
EXISTING 55.05'OF 8"SDR 35 PVC 0.354% / 8 8W aw w 1
@ 2+00 1 1 8 8W
1 ......................• �� 90
3+00 � 1
O 1 1 4+00
................
1 � 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT
....... 1 1 5+00 1 1 6+001 W
6
11Z 16'OF 8'$SDR 35 PVC @ 0.417% C INE
z SEWER LINE A 360,79'OF 8"SDR 35 PVC @ 0.410% 1 =
SEWER SERVICE STATIONING OFFSETS LENGTHS AND INVERT
1 SSMH-3 W. MALBAR ST. 1 1
ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE
w 2575................. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS
0 3.89' ..2576'••............... 1 LJ.I ARE PROVIDED AT THE 10 FOOT PUID EASEMENT BEFORE DIGGING
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-- 1 800-342 1585
_ � I •: ,�k00 � m 1 � E•ssss.00 - • ... - _ _ _ - 7 AND METER TILE LID TO MATCH
............... .
o•• °. ,':. •;'• 1 ADJUST WATER METER VALVES
a"IE:2568.26 4"IE:2568.52 " "" - - - FINISHED GRADE AND SLOPE.
a SSwtH_1 4"IE:2568.78 4"IE:2568.96"......••........... IE•2569.34 O I FG:2574.50 FG:2574.76 " '2575 '••••••••....... FG:2575.02 2576................................... I 4"IE:2569.56
FG:2575.28 -FG:2575.46-_--------- 4FG:2575.84_••• ........................................ FG:2576.06 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
2 'wry / - - - - -- - - - - -�-��- -- -
z ;� THE PLANS - IT IS THE CONTRACTORS RESPONSIBILITY TO
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10.00' I It o LL _ o o LL _ o o LL z c I o LL z M I o LL Z Z � a z o I I 1 DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT
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N �"� O N M N N M o N 00 O o N - �; p �, �, � THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
j N M N c' Ua w M @� w " ' @) "-' M ,w M In N ui 1 1 PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. J Q
1 W � ........: o M M Ua - 1 J 2
of I 1 1 N 3_1 M_1 1 M_1 I - 1 ► 1 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND
W 4 1 ..•......1 I s 1 7-1 � 8� j i '� ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK W O_
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(INCLUDING SURFACE RESTORATION) IN THE BID. w
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1 I 1 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS = j Q
1 I ► REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING p 0
DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH Q
3 L-.---------------L---_---_---_-------_-_-______ I__________ I 1 THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF CO
Q ' 1� ---L--------------- ---------------•:-1--------------- UNINTERRUPTED
#PI 6P Z PI: SP SURFACE WATER ACROSS THE SITE REMAIN UNINT Q
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EXISTING 237.00'OF 8"SDR 35 PVC @ 0.354% N :'`': I - - - - - - - - - - - - - - - - - -
• . . RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES
"" '..... PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO U) _ Q
RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE ~ �
-------------- F
1 T r T0P TOP
GI48 GI48 g .f.. ...
3 GIAB .......................SF99r••••.•••--.-.- 14&.••••••••..---.-�71hS.......... ------------------------- TO--=--6145
------------ --- -------------------- ------ roP------- PAYMENT SHALL BE MADE. w w
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N _ o��S�\\0 sA E FNG/�F
SEWER LINE A STA 1+00 TO 6+00 �� o
0 30 60
FEET
d'' 7-5-23 �O
��ss /( 0 ER
0+80 1+00 2+00 3+00 4+00 5+00 6+00 USE CHIPS TO BACKFILL TO
2588 2588 SPRING LINE OF THE NON POTABLE PIPE PROVIDE
PIPE THAT IS ABOVE TEMPORARY PIPE SUPPORT _ -
THE WATER PIPE AND SHORING AS REQUIRED ' • • •
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0•
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00
,
' 1 0 0
2584 2584 - N
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450 BEND
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wo
w `" rn rn 'ri J o o z o 45° BEND w 1
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W N fDN � � In o 0 0 o o ow N
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2580 q � 'i N G � N = M G I- -- Z 2580 as
N _ N z p N O C-900 AS REQUIRED c10' 10 O
o � co j N o _� C w 00 w FINISHED GRADE @ PIPE CIL CLEARANCE TO ACHIEVEc C-900 AS REQUIRED TO N
O N N t f!1 N OO °O DD o ����o 0 0 0 1
o z z ACHIEVE CLEARANCE g
c � - w w POTABLE LINE
450 BEND (MAIN OR SERVICE) �z
cn CO 00 CO450 BEND
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03
2576 2576 NOTES: w�
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-� 1. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF oz O
CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. THE POTABLE LINE w w O
SHALL BE LOWERED AS SHOWN TO PROVIDE 18" MIN. VERTICAL CLEARANCE �Z O
BETWEEN THE EXTERIOR WALL OF THE POTABLE AND NON-POTABLE LINES. " 1
APPROXIMATE EXISTING 2. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER Qo
GRADE @ PIPE CIL BASED ON FINISHED GRADES. 'jo N
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2572 2572 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL J�
WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. O ow N
4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. + 3 1
5. PROVIDE THRUST BLOCKS PER ISPWC. � L
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6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL O Z 13
8"W WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE.
11
2568 2568 7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL O
INFORMATION. O M
360 79'OF 8"SDR 35 PVC 0.410% +
POTABLE & NON POTABLE PIPE CROSSING 1
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Q
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W O N N m
2564 2 2564 a & W a-L N
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\-56.56'OF "SDR 35 P C @ 3.624 ° W JOB NUMBER:
Z ID62355 m
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H RIZONTAL S ALE:1"=30' DATE: 6-9-23
ERTICAL SCALE:1"=3' W /w
2560 2560 SHEET NUMBER:
0+80 1+00 2+00 3+00 4+00 5+00 6+00
W SS. 1 1
W U