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HomeMy WebLinkAboutLower Yards -� _ _ I � � �,c�0N TA.tiq a —„—o— —p i 6 INSTALL HYDRANT z R J \ I I ASSEMBLE WIfI R Scole: 1-= 20 DRAWN BY: BMB " � � 1—c I 01 DU P ENCLOSURE � rn a"'"ax,mm�mLlnnVx" 8 HYDRAI IT LEAD LINE CHECKED BY:RJM � I - 0 10 20 40 APPROVED BY:RIM 1 " PVC DATE:07/19/2009 69.9 PARKING 3 OS Iis— STA 0*00, 2 INSTALL 12')(8" D I TAPPING TEE I R _ 00' 36• o t AND 8" TAPPING ' F G.V. WITH V.B. L = 8.62 1 l N is • • !1 ! • 27 s e 3 z i n �D Do 0 STA 2��� ALL STA 4+03, INSTALL v STA 2+55 TALL . 8"X6" MJ TEE �' \ I IP r111Q E RIGHT f �. 8"X6" MJ 6° f'TI\T�` s i G.V. WITH HT - EXTENT OF P VIN 2+ �1 GRAVEL ROAD Ad+O +61 � i I ' e' ";a E"SAn��— 6" FIRE 1 STA 4+61, INSTALL 8" a h'sAN sAN ; at I \ SERVICE 1 I STA 4+00, 116TALL MJ CAP WITH 2" BLOWOFF o—o—o—o—oo LINF7' 2. ?" ;r Op (8 NORTH) PER CITY STD DWG " •n �6" // / NT:STA"00i - - - "�T b3 CO 02660-7 z nNi i • M - h I -- r.. e,. aw �_, ND- PARATOR 91--El W� `4706120 / II C01 4702145INV 4702!.2bac1 G4 0 O v i m •,SA E91N/I _ ..STz xi �L * CONCAPRON /CICW I SIT U t� II 11 (1 cJ £ N m "' 1 urj salonF 11 I W M I II II 11 I 3 11 N II N 'cj_y�' LL II II II m ° 8 �o it �` 4708 m W `— --- -' _ --- - - -2 a NOTE: THIS SHEET 1S ONLY FORcc ���j x cN� 3w /� INSTALLATION OF WATER MAIN AND FINISHED _I DO APPURTENANCES. SEE OTHER X CL o 3 SHEETS FOR ALL OTHER WORK. a w \ \ _ EXI ING a z ra W _90 ND w i / F O X 4704 ? U +z J m m a z '` \ x Rn GENERAL NOTES 0Qa 6.5' MIN LLw 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA Q 1''IZ - -- - -- -APPROXIMATE LIMITS w - - 2-_- -._ __ _ _ _ PUBLIC WORKS STANDARD SPECIFICATIONS. 5TH EDITON,AND THE CITY OF BOZEMAN W (n F- d Z w MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 5TH STA 0+50 - 1+00 BURIED DIGESTER. REMOVE O O m EDITION,INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. It INSULATE MAIN ALL CONCRETE MINIMUM 2 d U Z N 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2009 BY STAHLEY �{ z BELOW PIPE INVERT O I ENGINEERING AND ASSOCIATES. Q d O J E_ �y Z 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATEE Z !-1 4700 - - - ---- -- - - --- -- --- — - — AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION. TH O O CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING dZ CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT rt �" Q. EXISTING UTILITIES. Z Q 0 4. EXISTING WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT OF NEW Q WATER LINES.ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF ,C THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS. W N ID m U ° 5.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL 1 SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING 9p Of SANITARY SEWER MANS OR STORM DRAIN MAINS,UNLESS OTHERWISE SHOWN ON THE O 3.w - PLANS OR AS DIRECTED BY THE ENGINEER. J V7 Q 1� N N B. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS. WHERE 4696 - - - r O Z MINIMUM COVER CANNOT BE OBTAINED.PROVIDE INSUU1tON BOARD AS DETAILED ON Y�V Z11 — - THE PLANS.LLI F 7. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE A N N O O 0�0 Z J O� ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE W N + Z I ENCOUNTERED. O + ~ N _ _ co ~Q U E. ALL MAINUNE PIPE AND FITTINGS SHALL BE WRAPPED IN B-MIL POLYETHYLENE. Lj CV w U Q + z Q O w N 9. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE W Q~ LOCATED APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH �N! (~/1 Q 0.-. OF THESE LINES,WHICH VARY IN SIZE AND COMPOSITION. F+•+ N + m,� 10. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS.COUPUNGS. OR OTHER FITTINGS TO COMPLETE CONNECTIONS. FLEXIBLE COUPLINGS SHALL NOT BE 4692 - - - ---- - - — 'O USED. EXISTING WATER LINES VARY IN COMPOSITION AND MAY BE D.I.P.,C.I.P.,OR H Z I_ OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL E" INSTALL 471 LF CL 51 DI PIPE Ln BE VISUALLY INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL RESTRAIN ALL JOINTS PRIOR TO BACKFILLING. PROJECT yoe-265 a ALL BACKFILL TO BE TYPE A 11. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON SHEET ND. I m THE PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT DATUM FLEV ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. rn 4690.00 ID 0 N O O � n c0 O O N O h 12.THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS eD a O N <r+1 N N m q W O b n Y eD <A N o O tD n << O r AND THE PUBLIC.ADEOUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE to n t0 h N Y IO IO 0,6 N t0 IEI Ip ,A,0 IA 0 In IIFFS� K7 In N N N N ti N Y N< M M O O O O 00 00 00 08 00 00 O 6 O O 0 0 0 0 O O 0 0 O O O O CONTRACTOR FOR HIS PERSONNEL. n n n r nn �n nn nn nI. nn nl� Ian nn nn ICI, nn nT. nn ® 1 a .f Y a v< f `>•< O a a e <f <a a 0 v a O a << <e a C <a 13.THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. �+ O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 44 4+61 OF 2 a a. _• M I N 1/ Nh • N M >h ° ° M YI @�JR,j STA 0+00 TO ° 8"X6" MJ TE G.V.I WITH 6" FI ICE \ \ \ GR VEi dQAD INE G�jy DRAWN BY: e1B1 811W 8"W�-8 W 8" 8"W CHECKED BY: RJM 6" FIRE APPROVED BY:BJN \ \ c AN 6"SA 6"SA I SERVICE 1 DAYE:07/19/E009 LINE I — —o J + c—�—� °�� S ND PARA70R \ R8 E IN ASSEMBLY STALL HYDRANT -_ -- - - 4706120 1 47021415 IN V 4702120 r= w 1- 11ARKING Z 01 ENCLOSURE C m a 6" HYDRA T LEADLINE LtS 1 " PvC OS „SA ;D 2 CONC APRON / C W II MU E Y \ cl "lil 0+ if I y N 4PAV)N � Sa� s STA 0+00,CONNECT TO 8"X6" I NMJ TEE WITH 6"EXTENT 1 CA HYDRANT LEAD I IL I{ a o Scole: I"- 2D 8 o 10 20 40 II II O V I Z m w11 17" l 11 7S i i� U ri w II � 3 M �� w w iDow olwcaaANow I m a � r • I !� at"N 1 Nrty r0 d II �A 4708 '<<0• o►� 4712 r INSTALL 6" FLANGED W W 1X Z m GENERAL NOTES i' MAx OS&Y VALVE br o N C- U I. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA F/ PUBLIC WORKS STANDARD SPECIFICATIONS,5TH EDITION,AND THE CITY OF BOZEMAN X W 0 Hep 1 W MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 5TH O 4704 U - EDITION,INCLUDING ADDENDUMS, THESE PLANS,AND THE CONTRACT DOCUMENTS, m X I 1 U 00 m ZO U 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2009 8Y STAHLEY W Z ENGINEERING AND ASSOCIATES. � W I W U W 4708 >, J x p W H 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE U j FF = 4708.00 Z AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE '^ w H \ N Q CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING p p (f 1 1� - - - --- -- - -- J CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT W Z Z 0-4 Z _ EXISTING UTILITIES. Q M<J O OZ J U ` } 4. EXISTING WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT OF NEW �L W > GR N U Z O v W Q WATER LINES.ALIGNMENT OF NEW WATER UNES MAY REQUIRE MODIFICATION AS PART OF 1-- - NG - G ^W O Q 4 THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS. Q GRID N INSTALL 6" DI RISER PIPE PER a H w 4700 $`- -' F -- X 5.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL ^ W N Z C.O.B. STANDARD DRAWING O+p O� O J j SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING p"I Q W Z 02660-13 O QI L. = a W Q SANITARY SEWER MAINS OR STORM DRAIN MAINS,UNLESS OTHERWISE SHOWN ON THE t0 U, O{n- X �y C--` PLANS OR AS DIRECTED BY THE ENGINEER. r-, X Z 7 W w Q LL z 6. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS.WHERE W 4704 - - Z 0 U - SQ - U /1 3 MINIMUM COVER CANNOT BE OBTAINED, PROVIDE INSULATION BOARD AS DETAILED ON F�i O Z O�ZO (Q7 (0 N ITW�I' - STA 0+ - > THE PANS. � ~ I < H- OL a X w Q I �,5� O+ O m 7. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE Y� U J X U Z J W of I �U CLASS ^ w N NSIJIATE MAJN 88 N EH COUNTERED ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE Z U W Z d X d CLASS I FIRE 'tea N�Q B. ALL MAINLINE PIPE AND FITTINGS SHALL BE WRAPPED IN B-MIL POLYETHYLENE. O Z 0 O O 3 o SUPPRESSION SYSTEM W 4696 - - - 9. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PUNS ARE W 01.x U GL LOCATED APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH O O 3 d O O'W La d OF THESE LINES, WHICH VARY IN SIZE AND COMPOSITION. } Q m DO N O r A r FiH OR TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS, F+H 4700 O OR OTHER FITTINGS TO COMPLETE CONNECTIONS. FLEXIBLE COUPLINGS SHALL NOT BE Q COD A USED. EXISTING WATER ONES VARY IN COMPOSITION AND MAY BE D.I.P„C.I,P.,OR !n _ OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL EL BE VISUALLY INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR TO BACKFILLING. j n Qr' TH 1. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM AROSE INDICATED ON THE PLANS ORR IN THEHE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. 00 p Of U 4692 -- 12.THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS p -j W Y W AND THE PUBLIC.ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE m INSTALL 06 LF 6" DIP CONTRACTOR FOR HIS PERSONNEL. F O O w RESTRAIN ALL JOINTS 13.THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM 4696I I _STALL 89.5 LF 6" DIP N Z rn 3 m PROJECT #08-265 � TYPE BACKFILL DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. f RESTRAIN ALL JOINTS 9 DArue(ecsv TYPE A BA KFILL SHEET No. 2 4690.00 M DATUM 00 �695.00 p Op O p O O O O �� �N tOo16 bO �6 �� 6 a� as a a a a a0 as as oa w + s 0+50 1+00 1+05.87 0+00 0+50 0+89.53 OF 2y I