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HomeMy WebLinkAboutSID 656 - Burrup Annexation Water Main Extension r m n � 7�T7 yT}�T"��\T7 qT�}��/ �(�\(��\`y�\�y T�pry;�]\y p(�\-pI{gW/7 1}O J101[�1�\`LyO }\�B���V��/®�\�pO�}q�V(/T�����\(W/ �\�(7�(�\7 7�\yy �]�y�p�}�� �\�y/\��77} �\�y P � 1E U/11 R U/J1 dLlb V d V"^6]�d Ll Ll 11®8 V V V k J1�11V 6VLlSL H V 3Z 4�d V LiU O V p Ip o E � ti d jjATE�;N iMWYIa 3.-51D - - R0 11+1\N -00 wo Z Z ZJx mOrN a� VICINITY MAP a uF-o SCALE I 2000' U S.0 B GS BENCHMARK R492 g c on O c on0 E i p t N 0 SO o STA.0100 BEGIN WATER MAIN. CONNECT TO EXISTING B"LINE. Fql W } 2 EAST FR ON iA OE ROAD �/ V BURRUP \\ STA.TI END WATERER MAIN MAIN O v LEGEND ARWEx4 iION O�$� PROPOSED WATER MAIN F ----- EXISTING WATER MAIN ---oo-- WATER VALVE -a FIRE HYDRANT WITH AUXILIARY L8�t VALVEEXISTING SEWER MANHOLE ss- EXISTING SEWER NOTES -E- OVERHEAD ELECTRICAL All ....traction work on this project shall be couple red in 0 OVERHEAD UTILITIES accordance with Montane Public works Standard Specification, BASIS OF ELEVATIONS U.S.0 BGS BENCN MARK R492, Third Edition, October, 1988, with Addenda.No. 1, August, 1991 2.5 POLE SPACES EAST OF MILEPOST 139,90 NORTH OF and City of Bozeman Modifications. HWY,10 CENTER-LINE.ELEVATION 4805.22' -- -1 --- UNDERGROUND TELEPHONE The Contractor shall re.tore all roadway surfaces CO equal, or o TELEPHONE SPLICE BOX better condition than eaietea prior to a ovation as deter.l.ed by the Ovner end the Engineer. A City of Bozeman street cut permit is required. I - -c — UNDERGROUND GAS Theplan, location, depth and here of esfsti ng utilities shown on these - A MAILBOX Ilene is edepthlmnd The Contractor shell lillft the co ez faience, The Coon, depth end size of the responsible prior to conatructi on. The Contractor shell be solely responsible for any demaga to the -'- �, POWER POLE eaiau.g facilities due to failure to locate them or properly protect thee when their location is known. _ A list of representatives to contact for information regarding - fecilitie. is as follows: - Montane One Call Sys— Dispatcher 1-800-424-5555 Mo.tena Power Company Mike Cach U(n 586-1111 (eat. "Ill icl Neat Fiber Optic.) Paul Gorle s85-235s SHEET INDEX l' City Of Bo.— <` Meter and Sewer Fred Shields 586-3321 (eat. 2431 C r✓ `-1L`� DEUCR�PTION - -' -- Montane Depeztmant of - Trenaportetlon Robert Bukvlch 586-9562 _ _AYOU1 SFIEEi saw rn �-' All asphalt end concrete curb. shell be a cut o ear cut by PLAN & PROFILE * 0+0 0—1 7+0 0 method approved by the engineer and Msha o Gravel smoulder surface d graVetlon shall consist et of placing A- iPLAN & PROFILE * 17+0 0—4 5+0 0 .cne.or 1 mi..a crushed gre�el. __� SCALE 1'=300� PROJECT Nl:MF3ER PLAN & PROFILE * 45+00 71 +24 417.01704033L SHEET NU.E FR 1 /4 '111 • ` II II � I �I!Ilili�l III. 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SERV/LE TO PROPERTY L/NE WITH VALVE BOX INO TNRUSrBLOCK STA 6o f So/NSTAtt I'O IA M.WATER - 'r.to t H✓rI,"O r P,INSTALL CORP STOP,CURB STOPS BOX. SERVICE TO PROPER TY L/NEW/IN /c iB IEE w;'r._f P.rrF,:NEA S'ENO, t"� STA.3/f 36 INSTAL L/O'i B"TEE W/ CORP STOP CURB STOP AND BOX. a'd'E vAt✓E,vAI✓E BOX B THRUST STA,39 f 13 INSTALL/D i8"TEE W/ THRUST BLOCK 4 811c,'�F 0 u, IC'C.9 TEE w EDGE OF PAVEMENT 1 r B"GA-I..rEvA E,VALVE BOX B THRUST BL K. 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