HomeMy WebLinkAbout016 - C-9 - SEWER P & P o+oo � � � � -------
CONTRACTOR TO INSTALL FLOWABLE FlLL 2+85-
AND RESTORE,ASPHALTSURFACING AND
_
--- MARKINGS TO THE ORIGINAL CONDITION �
EXISTING YELLOW MARKING(TYP.)� i � (EXTENTS SHOWN ARE APPROXIMATE)
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---_ �PLUG AND ABANDON EXISTING �: a � �N
. ..- 15 PIPETO WETWELL � . ^� � / I II .� a . a I ��/ m�
PROPOSED YELLOW MARKING(TYP.) � RE GROUT EXISTING � � � II II a.d � ���a � � � I ��
� �- CHANNELTOFLOWFROM _� a ��i � �� . �, m
� 'NORTH TO SOUTH II --- I I � I a �o
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� � �� � II � _ � � WETWELL
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STA 2+34.91,1.47'LT
EXST MH I I PROPOSED 8"WHITE MARKING ��I ,i I I I -
STA 0+25.00,0.00' I � --
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y I I I S�R-26 USING ECCENTRIC REDUCER II I I
CONTRACTOR TO INSTALL FLOWABLE FILL I ---- Nc- -�---- Nc�__ AND CONTINUE 4 TO SERVICE WYE) II II II I I
AND RESTORE,ASPHALT SURFACING AND�i � . Nc� II II II �G � �� PROPERTY BOUNDARY(TYP.)
MARKINGS TO THE ORIGINAL CONDITION ^
(EXTENTSSHOWNAREAPPROXIMATE) I � N�\ I I_ I IIII II ------------ - II -
LLI -_� �
Q IIII��_-----
I a EXISTING4"WHITEMARKING_NLJ � _______________ --- r ,
i �-N�` �-�_�---- ---__________________� ; �� _N_
� J I t ________________________________
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SSMH-o, w _ ------___� � ° �;
STA0+6727,0.00' i � I ; I I _____ ______________________�r- io � �
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I Q STA 1+28.68
STREET RESTORATION � � � Newa°seRvieEwv�._ _^ -------- -
----- PROPOSED4"WHITEMARKING - - - _
� a II o � ^ - - - - - 10 5 0 10 20
1.UTILITV TRENCH SHALL BE RESTORED USING FLOWABLE FILL W ' o _________- �'
____� ________
ACCORDANCE WITH DETAIL 2 ON SHEET SD-4. I �s i55 j�-_ � - --------- - 14.4 LF S"0 PVC WITH END CAP
I �5 �ilss HORIZ.SCALE IN FEET
2.CONTRACTOR SHALL PATCH ANY CURB AND/OR SIDEWALK REMOVED TO THE � P �5S��55 155 �55 � �AND MARKER POST @ 0.50%
ORIGINAL LINES AND GRADES. � f �ss�_�o w iss iss 155 10 5 0 10 20
3.THE CONTRACTOR SHALL REPLACE ASPHALT TO MATCH THE EXISTING � ,� CONTRACTOR SHALL REPLACE �w �ss �ss N 15S se se-�
THICKNE55.A TACK WAT SHALL BE INSTALLED BETWEEN EXISTWG AND I i �EXISTING CURB TO THE ORIGINAL z Q � VERT.SCALE IN FEET
PROPOSED ASPHALT MATERIALS. � il LWES AND GRADES N w
4.THE CONTRACTOR SHALL RE-ESTABLISH ANY STREET MARKINGS USING -"-"-•- -- ---__ _�, �
SIMILAR MATERIALS. �� I I � w 3 SSMH-02
� EXISTING BURIED POWER j N STA 2+14.10,0.00'
1
, EXISTING 8"WHITE MARKING j �
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SEWER NOTES GRAVITY SEWER
INSTALL 37 LF 8"SDR-35 PVC&154 LF 15"SDR-35 PVC SEWER PIPE
1.CONTRACTOR SHALL PROVIDE BYPASS PUMPING TO AN APPROVED DISCHARGE LOCATION WHILE PERFORMING THIS WORK IN ACCORDANCE WITH THE TYPE A TRENCH BACKFILL&TYPE 1 BEDDING
PROJECT SPECIFICATIONS.
2.ALL PERMITTING AND TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING
3.INSTALL NEW STANDARD ECCENTRIC SANITARY SEWER MANHOLE PER CITY OF BOZEMAN STANDARD DETAIL 02720-03 AND 02730-5 UNLE55 OTHERWISE NOTED.
4.INSTALL NEW SANITARY SEWER SERVICES USING SDR-26 PVC PER CITY OF BOZEMAN STANDARD DETAIL 02730-2 OR 027303(DEPENDING ON DEPTH).
4800 4800
EXST MH SSMH-01
PRESERVE EXST.60"0 MANHOLE WSTALL NEW 60"g INSIDE DROP MANHOLE
SSMH-02 WETWELL
STA 0+25.00 STA 0+67.27 EXISTING GRADE PROPOSED GRADE INSTALL NEW 60"fd MANHOLE INSTALL NEW 12.0'X 9.0'STRUCTURE
RIM ELEV=4782.09 RIM ELEV=4783.15
AT PIPE CENTERLINE pIPE CENTERLINE STA 2+14.10 STA 2+34.91
8"INV W(N W)=4771.14 8"INV W(N)=477038 @ RIM ELEV=4782.61 RIM ELEV=4783.14
q�gp 8"INV OUT(S)=4770.55 GROUT AROUND EXST 15"TO NEW 8" 15"INV W(S)=4776.57 15"INV IN(W)=476879 15"INV W(S)=4768.61 4790
15"INV OUT(E)=4770.44(PLUG AND ABANDON) 15"INV W(5)=4769.91(DROP INVERT) 8"INV W(E)=476926 123 LF 15"0 PVC Pipe @ 0.65% DEPTH=29.00'
DEPTH=11.65 15"INV OUT(E)=4769.71
15"INV OUT(N)=4768.69 INTERIOR OF STRUCTURE SHALL BE
CONTRACTOR SHALL RE-GROUT CHANNEL DEPTH=13.44' DEPTH=13.83' COATED WITH AN H25-RESISTANT LINER
TO DIRECT FLOW TO THE SOUTH - - - -
_ _ _ - - - - -. _ PER THE PROJECT SPECIFICATIONS
- - - - - - (SEE SHEETS M-4&M-5 FOR INTERNAL
4760 COMPONENTS AND DETAILED CROSS 4780
O SECTIONS)
37.3 LF 8"PJ PVC Pipe @ 0.45% 141.8 LF 15"0 PVC Pipe @ 0.65%
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° AGENCY REVIEW (REVISION 2)
JUNE 2025
J veRiFvscn�enNoco�oR! REVISIONS l`U DRAWNBY: LRH PROJECTNUMBER
� THIS SHEET MAV BE REOl10ED AND IS ;�1`�I AI�J ���
y iNTENDEDToeEwCo�oR.THeanR NO. DESCRIPTION BY DATE ;C�` � �� 10678.001
ee�owwa�mensuReoNeiNCHnr Morrison � 2880TechnologyBlvdWest DSGN.BY: LRH NORTONRANCHLIFTSTATIONUPGRADES
�i} *I'4� SHEET NUMBER
a oRiciNn�oesicNscn�enNorzeo, ■■ Bozeman,MT 59718 (� wl APPR.BY: LRH gOZEMAN MONTANA �6
GREEN,ANO BLl1E WILL BE VISIBLE IF •
REPRODUCE�TLV. 4OS.5B7.O7Z'I rA W�
� M a i e r e � No 48 6 PE=J DATE O6/2025 DRAWWG NUMBER
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engineers surveyors planners scientists �'4�ONAL`�` BY� ��
a PLOTTED BV'.LEE HAGEMAN ON JUN04/2025 COPVRiGHT�OMORRISON-MAIERLE,2025 DATE: