HomeMy WebLinkAbout015 - C-8 - YD PIPING PLAN EXTERIORGRAVELALL-WEATHER ACCESSROAD
-- -�i EXTERIOR CONCRETE ACCESS ROAD (SEE SHEETS G5&C-7)
I (SEESHEETSG5&C-7) �--- - -
L�-__. . - --
a - �� � � � � � ---------- � -- -- -- ---
� a a ° � ---- ' --- -------
F�,� i a i a o -i- --`------
FM FM FM FM1''_--��:',- . . U'� . . . . . I . . I. Q � .i y -.-�-I_____-_ � a Q . Q �
. . I I . I . /;��I�-_- I ' .
� �
� � � � � ► � � � � , � O O
° i a i i ' , ,
M ' ��� ��'I
—�M-- �, Q I I QI i�i� �
-__��__ _�� —�- � �_ ��M _ _ a�,�;� , , , , � ;a ; � a o 0 0 0 _X_
� � o
EXISTING 6"SDR-26 PVC� EXISTING 4"SDR-26 PVC � I I II' � a � � � Q Q � . � � � � �
FORCE MAIN FORCE MAIN � � I I III �. . . �
(APPROX LOCATION) (APPROX.LOCATION) ����� �il�l - . �� � � � � � � � � I � - �Q � � � �
I I '�I I � I I � I I � �
� ------- ---------- Q
� _____________�____________ �_____ o0 0�
— i '� �; Q ; i i � �
_ i, ';'
, �IT li I � i i I Q
� �
� , �I �
PROPERTY BOUNDARY(TYP.) -� I � I I I . O
� i� ; Ll I I I I
� m J� � � � oOoO
�
� � � �� �, �, ---�------�-a o 0
� � �h �O
�� � �
___�_ � � _
_---��_ _� ''� ,�.� � � a � o� m -
� � �I�� � � oa o
ss 55 — ;', � � ' '
6"CLASS 51 90°BEND(MJ X MJ) _____' . �_ I I II GENEPRR TD I I � z
�� __ __�r___
I I � ��-�- PROPOS MANIFOLDAND � O
- 4_ ELEV=MATCH EXST PIPING I I OR RELOCATION _________ I I
I I I I I I (SEE OCESS MECHANICAL AND l� I I Q Q �O�O
ELECTRICAL SHEETS) �'--------�( I I ELECTRICAL CONDUIT TYP.OF 6)
I --�t;�- - I I �
Q I I � � � -- I I SEE ELECTRICAL PLANS
� � � � � � � I � �� �\�
I I I I I I IIi e e e��e e e e e e� e� � < �( /
E E E��E E E E E E E E OI �
� I I I I I I o e e e��e e e e e e e e� ��/
I I I I I I E E E E E E��E E E E E E E E E E E E E �
FLOOR DRAIN SERVICE � � I I I I E E ��r E E E E E E �O �
I I I I I I I I • m • • � �
`J�' � � I I I I �
I I I I I I I FLEXIBLE COUPLING 8"FM PVC I I �
I I I I I I ` -- (SEE SHEETS G10-G13) AIR GAP PANEL I I
I I I I I I � SEE ELECTRICAL PLANS I I _ b O
� I I I I I I � �_� 8 FLEXIBLE COUPLWG � � �
� � � � I I ,' --_ --_ -- -1 --------------------- (TYP.OF3) I / \ � � O
_---- _---- __---- O
--__---
� � � � _______________________ __ ____________________________� � � � o
I � I � � � �L ELEV=4775.50 I I �
�' I � � 2.0 I — I � �
��\, I � � � � � -----------------------------------s---__------__--------------------------- � � �
---------- -- •
� �__==_ --- --------------------------------------------------�-- � � � �\ O/\
� � , , ------------------------------
I I I �� PROPOSED ELECTRICAL Z��' I I❑O � \��! )
c� --------Nc- I I __- �SERVICETOBUILDING
--------rv�---_ - '- � � PROPOSED 9'X 12'WET WELL
—vc——- N�e � � ------- ----------------------------- --- �-- �
3--------------------------------------------------
Q m --------- ---------------------------- -_-�--_------_--------_------__------__------__-------�-- I /�\ (SEESHEETSM-4&M-5)
. 6"CLASS 51 90°BEND(MJ X MJ) � Z.0' I — I �i 7 I�
� 4� ELEV=4775.50 ------------ ---------------------------- --- --------------------------------------------------p�_- � o �O �� � O
N � � �/
a . I -----__----- --c--------------------------------------------------�-- � V
------------- --------------
� � � ����0
` —J O
PRESERVE EXST GAS SERVICE I �
6"SS P4_ELEV=4775.W �
. �Q �sP au—�—sN aN e� eN sN aa sP aP eP uP ua aNl � ��
� � � 58]�48'03"E 120D0' I��O O _
� —I �����`
o �
ZI ������������������������ �` y
Q i PROPOSEDBOLLARD
ai ____�______����___���__
� i � (TYP.
z ____����____����____��-- ♦
a I _' '__'_""____""_ 5010
a I I
i '___""____"'__'__ _ _
o j
� i '___""'__"""__""'�_'_��'
"__�""___'�_ �
� I I ��,�� _____________�` �, N
� I N -----------------------------------
� I ----------------------- ,5��ss
> �, --------------- 4
--------------- \ 4 2 � 8
U � F �
� ,i � z 15"SS '�, '
� i __________________________________________________________W (SEE SHEETG9) � ,
w � r.-�---�,------------ � � l
� SCALEINFEET
/ � �
� ' i / w �" 1
�
g S 15S�155 15S�155�iSS i5S 155 155 i5S 15S i5S 155 155•� 155 15S 15S i5S 155 155 15S 15S i5S i5S i5S 155 i5S—p5S 15; i5S 8 58 S8 8 58—�
O w 1 1
Q I I � i N � �
i GENERAL NOifES � � i i
N I ' '
1.FOR YARD PIPIN MATERIALS,I�EFER TO PIPING SCHEDULE IN F i i 8"SS
SPECIRCATION S CTION 40 02�. �
� �i I 2 THRUST RESTRA�T IS REQUIR�D ON ALL BENDS AND ON i i
o ' APPURTENANCE�AS INDICATE¢IN SPECIFICATION SECTION 40 05 10. W � �
° �'� � � � � AGENCY REVIEW (REVISION 2)
I' I i � ! ! JUNE 2025
J REVISIONS
J veaiFv SCn�e�. DRAWN BY: KJS PROJECT NUMBER
� _,al�'�A�J �>>
NO. DESCRIPTION BY DATE y' --C�` � �� 10678.001
mesePrzmrsnnnvserzeouceo. MOI �ISO� � 2880TechnologyBlvdWest DSGN.BY: LRH NORTONRANCHLIFTSTATIONUPGRADES
a LINE BELOW MEASURES ONE INCH ■■ �^� ����
oN orziciNn�oanwiNc. � Bozeman,MT 59718 , qppR.BY: LRH SHEET NUMBER
,� BOZEMAN MONTANA �s
�--F � M a i e r I e 406 58�0�2, �A W.
� No.48 6 PE=J DATE: O6/2025 DRAWWG NUMBER
MooiFvscn�enccoaowc�v� � www.m-m.net !�`,�S,qf�19�10Eo G� q.C.REVIEW
engineers surveyors planners scientists �r�S��NAL��� BY YARD PIPING PLAN ��Q
v
a PLOTTED BV:LEE HAGEMAN ON JUN04/2025 COPVRiGHT�OMORRISON-MAIERLE,2025 DATE: