The URL can be used to link to this page

Home My WebLink AboutGallatin Valley Food Bank - Fire Service Plan & Profile SYMBOL LEGEND: EXTG.FIRE HYDRANT WATER VALVE i �4 CURB sroP GRAPHIC SCALE �4 BLOWOFF VALVE PH E I 10 0 5 10 _ ---- i Y �' ` /' ' ENCE FOOD&ANK ' CURB BOX __ / /' \ i' ' _—\ —— FINISH GRADE rVAL BOX TOP SEC TON( IN FEET ) ,�� —_� —� h"13� \ �� I� �� / /� � ---- 1 inch = 10 ft. — NMD 'RETENTION A A�32�V POND B// a' / s i \ 0 WATER SE V E / 0 /2 1 O \ ,i / y \I q.�30 �� BANDONED AT AIN & ^ \ /' WARNING MUE5428 1�—�" \ — URB STOP REMOVED b O / 2"0 COPPER PIPE STRAIGHT S CAP IF EXIST. / g /— ' —_-- O WITH BRASS CAP NOT H MEASUREIS BAR OES HYDRANT / / _ _-- ' K a—` R ry 3� O THEN DR WINGIs / NOT TO SCALE Tq o TRH 2" BLOWOEFVAtVE E— EDGE of G 473 NEW 6° FIRE SERV. 6� w BOND STREET + F � / \\ I R, I tio,��hAZ i O COPPER N SERVICE LINE w MUELLER H 15428 w 'I `� STRAIGHT COUPLING / NEW 22.5' BEND 2" RIGID CAM 6"x2" q �yR\s 1 SULA N \\ / TAPT CAP 64� MEGALUGPRESTRANT CO BEND w COMPRESSION / « / q ` 80 L.F. OF NEW 4"0 SCH. 40 DETAIL 1/C4.0) couPUNc W \ / / NEW 1�PPING TEE y — I a �s \ /I / & 6"/GATE VALVE \ / ^b PVC SANITARY SEWER SERVICE Z4 U Ex�Gsa�WR`S�R sua s I �\ 3/ wEW45L6 BEND PIP INSTALLED AT Ya"/FT. SLOPE CURB STOP \\ ----- DZ DIAMETER DRAIN HOLE d Ls R / ^ PHASE II FUTURE EXTENSION 6"0 D.I.PIPE uRB sroP W INTO FUTURE WAREHOUSE BLDG z COPPER SERVICE LINE ti[�� 7'' o� ' FL: = 1 \/ _Q• PER Cltt OF BOZEMAN SFANDARO DRAWING 110.02660-7^�ci BLOWOFF VALVE u cl�w / Not 7o Scale °j \ SEWER SERVICE CAPPED & 0 MARKED Iw/ 4x4 WOOD POST GENERAL NOTES: q \� •J ` 1.ALL CONSTRUCTION WILL CONFORM TO MPWSS,(LATEST)EDITION,AND COB MODIFICATIONS a m W a 4 5 1 / EXTG. BLDG TO MPWSS. o 2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE a U' ro OPERATED BY COB PERSONNEL ONLY. y 3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR W TO THE BEGINNING OF ANY WORK. pi m 4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. �T1 Q zo 5.ACTUAL TAPPING OF THE WATER MAIN SHALL BE DONE BY THE WATER DEPARTMENT AT �•L� THE OWNER'S EXPENSE. M I--I M z 6.CONTRACTOR IS REQUIRED TO OBTAIN A STREET CUT PERMIT. 7.PROJECT ELEVATIONS ARE BASED ON THE FIRE HYDRANT ON THE WEST SIDE OF BOND FIRE SERVICE PROFILE STREET. � � w 4745 HORIZONTAL S ALE: " = 10' 4745 ti VERTICAL SC LE: 1' = 5' 4740 4740 (� Q) 8,0 PVC Q) F, U DIRAINACE PIPE r-FINISH GRA E r O O 4735 _ _ _ _ _ — — 4735 W 2.55% — — EX GRADE l IN RAr.KrRnLNF) 4730 ---- ----- -- -------- ---- --- 2" ICID FOAM 4730 ►� o q 4725 CLASS 51 D 4725 4720 Q a a s ¢ 4720 W ¢ 3 a z w 4715 4715 DATE: N cO =N 04.03.2013 3 Ix 3 ¢3 3 (/1 W (n U (n Z V)w Z N Z Z REVISION: DATE: QCOB 4.11.2013 CLARIFICATION © AS-BUILT 6.6.2013 g 4710 0 4710 WO O N N N N In O �In O In N ' r r M 00 r O7 �01 "O u7 c0 h N M O)N) O U? N In 1` 0D r u7 c0 00 r 01 �O) -O O-s N N r7 N M u7 c0 c0 0 (D r7 (0 [O (O LO r7(O N(O r7(0CIOM O 0 i(D r6 00 M(O M I- ^ M n r7 I� I")^ M I� r n ^ r ^ n r r ^ 00 00 00 00 u�00 00 0 N M N M N M N M N M N n N O N M N M N M N M N n N M N M N M N M N M N nN M N M N r7 N M N M N M N M N M N M N n N M N n N n M N n ON n N M N n N M M rnW r^ I`n rn r 04 I`r r 04 r r rr r c4 rn r 04 rDN r 04 r^ r r^ r n r r n rr r 04 r r n r^ r n rn r rr r n r^ I`n rn r n r^ r n r r a 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 Sheet No.