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HomeMy WebLinkAbout019 - C-12 - FM P & P � 1 � � '� �% � � � I % V � EXISTING WETLAN�S ' I ' �I / I � 1 � � Ix EXISTING WETLANDS � � � v\� 60'STREET&UTILITY ' , A EASEMENT STA 13+96.87 x � (PLAT J320) 1 -- END CROSSING WETLAND I STA 14+7g,g5 CONTRACTOR TO RESTORE EXISTING GRAVEL �_. � CONSERVATION EASEMENT �I — -- — —WETLANDS END- -TRAILS TO PRE-CONSTRUCTION CONDITION. — — — — — — � — - DOC.Na 2299907 I >.: � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — _ — — — — — — — �— — — — — — — — — _ — � „_, � 1 ' O �,,. � o i I� o 0 0 0 0 0 - � o . _'o _—__—. —. -- —_.—_ — o 0 0 + + + : + + � �+ o � + ���� + + ry � I � � � � rn � N � N m �����4'�����i�� � � F� �FM I�M FM��FM�FM FMj\ FM F� MT�FM FM FM-�FM�FM FM�N�FM�FM FTA ... � ..... I Q \\/ -__-.-- _-_-- -_ -._- -_}-Q- / � � \ i � - - - - - — - - - '� �` �`� �-��- - - - - - - - - - - - - - - - - - - - - - - - - - - -_cl�-- - - - - - - - - - "�a� � . ' — - - - �` y - - - - - - - - — - - - - - - - - - - - - - -3E—� � I (' � r.,0�'^\ / I �� .CONTRACTORSHALLR6VEGETATEGRASS �_ z II � � STA 15+03.82 WHERE DISTURBED TO PRE-CONSTRUCTION ���� �� � � � ��� � -'� �I� END DIRECTIONAL BORING �CONDITIONS. II�, . J � � . ' � ' � J� ;i %<� �� W/10"HDPE PIPE �� -�- � / _ � ' �J,Ji I AND 18"CASING PIPE GRASS SHALL BE NATIVE DROUGHT ■ _ ���. zl O RESISTANT MIX PER CITY OF BOZEMAN U � \ '�, I REQUIREMENTS.AREA SHALL BE RESTORED ' � ��\.. � J TO A MOWABLE CONDITION USING SCREENED Q 1 , j�_ , TOPSOIL WITH NO ROCKS LARGER THAN 3/4". ' � 30 15 0 30 60 % � /� � ' , HORIZ.SCALE W FEET >< �"G ' ' 3 1.5 0 3 6 � ✓� I C / i , VERT.SCALE W FEET SEWER FORCE MAIN q795 INSTALL 596 LF 8"DR-25 C900 PVC PIPE q7g5 NPE A TRENCH BACKFILL 8 TYPE 1 BEDDING INSTALL 104 LF OF 18"DR-11 HDPE VIA DIRECTIONAL DRILLING WITH 10"DR-11 FORCE MAIN CARRIER _ _ _ _ _ _ GENERALNOTES 1. INSTALL DETECTABLE WARNING TAPE AND TRACER WIRE ABOVE — FORCE MAIN,SEE DETAIL 4 ON SHEET SD-1. 4790 EXISTING GRADE 4790 2. WTERIOR WELD BEADS ON 18-INCH _ � � — HDPE CASWG PIPE MUST BE i ' REMOVED PRIOR TO INSTALLATION � — � ✓ / _ � � � _ — _ �- � \ ` — — _ � � — OF CARPoER PIPE. � � � — � � � � � � — KEYNOTES ��� O TRANSITIONS BETWEEN C900 � �z 4�85 - - - �N 4�85 PVC AND HDPE SHALL BE v p PERFORMEDINACCORDANCE Q Q WITH SPECIFICATION SECTION N� 40 05 10. w 6.00'MIN COVER � — � 8"PWG VALVE 0 4780 Q w STA 15+25.00 4780 � w 8"INV=4776.35 25.00' � � 0 0 STA 15+03.82 4n5 END DIRECTIONAL DRILLING 4n5 - AND 18"HDPE CASING PIPE _ " TRANSITION FROM 10"HDPE PIPE � AND BEGIN 8"C900 PVC � a 3 0 Q 4770 4770 � C7 � CO C7 � � C7 � � C7 � � C7 � � C7 � � C7 � � C7 � � C7 � � C7 � m � � ^ � � m � m m � m m � m z C7 LL z Cv7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z C7 LL z � w - w - w - w - w - w - w - w - w - w - w - w - w - w - w - ° 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 ° AGENCY REVIEW (REVISION 2) JUNE 2025 J REVISIONS J veaiFv SCn�e�. DRAWN BY: RSN PROJECT NUMBER � _,al�'�A�J �>> NO. DESCRIPTION BY DATE y' --C�` � �� 10678.001 mesePrzmrsnnnvserzeouceo. MOI �ISO� � 2880TechnologyBlvdWest DSGN.BY: LRH NORTONRANCHLIFTSTATIONUPGRADES aLINE BELOW MEASURES ONE INCH ■■ �^� ���� oNorziciNn�oanwiNc. � Bozeman,MT 59718 (� , qppR.6Y: LRH gOZEMAN MONTANA �9 HEETNUMBER �� � �A No.48 6 PE �'-�� DATE: O6/2025 DRAWWGNUMBER � M a i e r e �%� q�s/19/���s == FORCE MAIN PLAN AND PROFILE MooiFvscn�enccoaowc�v� � www.m-m.net �S, f� Eo G� q.C.REVIEW en ineers surve ors lanners scientists �445� �srcR��� BY. ���� e v P ,<<pNA� ,�_- STA 14+00 to 21+00 a PLOTTED BV:LEE HAGEMAN ON JUN05/2025 COPVRiGHT�OMORRISON-MAIERLE,2025 DATE: