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Home My WebLink About106 C2.3 Details STEEL POST MARKER PROPERTY PAINTED BLUE LINE FL NBIREST FOUNDA 10N EASEMENT To NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT LINE THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE 5 1/2 ' BOULEVARD f"LL CURB STOP A MINIMUM OF 12" FROM THE EDGE OF THE--TRENCH OPENING. 0YP') / STOv AND BOX WHERE THE NEAT LINE IS LESS THAN-3' FROM EDGE OF 4' 1 EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE STREET SURFACE 5' SIDEWALK GROUND SURFACE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH ) AND EDGE OF PAVEMENT. THE THICKNESS OF THE ASPHALT PATCH SHALL-BE EQUAL TO OR EXCEED THAT OF THE . SEE DETAILS EXISTING ROADWAY BUT SHALL BE NO LESS THAN 3". _ \ A a B BELOW 1• 2;5 WATER WVN e.5'YIN.DOYl11 CURB BOX 1 EMUDINfG S11MET SWADE VERTICAL TRENCH WALLS W TH 1 IN PROVIDE 5' STATIONARY SHORING TO CONFORM TO O.S.H.A. REGULATIONS• (TYP.) ROD IN ALL CURB BOXES r2'(30 an)MIN. 6 1/2' MIN. ".f' .1.•Ay SUBGRADE OR GROUND COVER SURFACE WATER SERVICE LINE 5 UB (SEE C.O.B.STANDARD WATER SERVICE LINE SEE DETAIL S' DRAINING 0261 INSTALLED BY OJSTOMER(SERVICE APPLICATION a PLUMBING PERMIT REQUIRED) v BELOW (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS TAP BY CONTRACTOR APPROVED ALTERNATE LOCATION) INSTALL DETECTABLE SLOPING,BENCHING OR NOTE METER BRED SAME AS INCOMING UNE-NO EXCEPTIONS. WARNING TAPE 1B'(45cm) SUPPORT SYSTEMS IN THIS CURB STOP BACKSLOPE AS SPECIFIED MAX.DEPTH AREA TO CONFORM TO FOUNDATION BICKFLOW PREVENTION ASSEMBLY TO CONFORM TO O.S.H.A. (OPTIONAL) O.S.H.A.REGULATIONS• WALL REQUIRED) t1N./Y MAX REGULATIONS- WATER MAIN SERVICE LINE ANGLE STOP BACIffL01Y PREVENTION f---1 M�(AS /2 MA% TO DOMESTIC ETER' ASSEMBLY(AS REWIRED) USE TYPE A BACKFILL NO COUPLINGS OR OTHER JOINTS kLQWED ON SERVICE PIPE FROM BASE MATERIAL FIXTURES FOUNDATION f' �1 TO DOMESTIC WITHIN THE CORP. STOP TO CURB STOP FOR 3//4 AND 1 SERVICES. \ {I MIXTURES RIGHT-OF-WAY AND STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2"AND 2'SERVICES DOWNSTREAM .•S BELOW ANY TRAILS. / 6'(17aD) �� SHUTOFF•• DOWNSTREAM TYPE B-BACKFILL CAN DETAIL OFA t'tttK. a SHUTOFF BE USED IN ALL PROPERLY CORPORATION STOP SELECT MATERIAL BACKFILL AREA 7 MAX METER• OTHER AREAS. % INSTALLED /'�//'// /!�//'//!'/ (SEE SPECIFICATIONS) '• I'WIN. CORPORATION /// / / // / / ///j/ % ///j/ STRAIGHT S10TSTOPPR =. / / %///%/ ////%�j%// //%// // //%// // •METER SAME SIZE AS INCOMING UNE-NO EXCEPTIONS METER MUST A •/ � SELECT TYPE I BEDDING STOP. / / COUPLING IN MATERIAL15 mU�Rs k SPRI TAP NGLINE.IN T = // / /jj/ / /jj/ / /j// j SERVICE PIPE BACKFLOWDDEVICEY TO ANGLE OR STRAIGHT STOP ANY (1 1/2-RTER&2- ERMES (1 1/Y a 2'SERVICES ONLY) TYPE I PIPE BEDDING COMPACTED AS SPECIFIED i / // / // /// /// —DOWNSTREAM SHUT OFF VALVE MUST // p / // // // /// / // PLACED IN B'(15—)MAX. // /. IN SECTION 02221. .�� // // /,/ /./ /� /,// //� BE SEPARATE FROM BACKFLOW DEVICE DETAIL B LAYERS AND COMPACTED 4'(10cm) �• /� // DETAIL A TYPICAL FLOOR PENETRATION (N.T.S.) (CRAWL SPACE) THOROUGHLY. TYPICAL WALL PENETRATION N.T.S.) TRENCH WDTH=O.D.OF PPE PLUS Y(BOan) i\\\\\\ 4 �\\\/\\\\\/%\\ j\\/ \\\\j\\ \\ 1,WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMW WATER SUPERINTENMNT. 41 // 6 MIN. 2.SERVICE UN ES SHALL BE TYPE K COPPER FOR J/4',1-,1 1/2'.AND 2-SERVICES.SEE STANDARD DRAWING NO.02660-12 TYPE 2 PIPE BEDDING MIN.TRENCH WIDTH-3.5'(1.1m) /\\� \ / �\\\j\\\ \jENC j\BOTfO /\j\ 3.STRAIGHT COPPER TUBINGSHALL BE USED FOR 1 1/2' LINES 2 SERVICES. 2'AND 4'ARE NOT ALLOWED. _ / / WHERE REQUIRED FOR \ / \�\\\/\/j/v\\j�\\�� /j\/j\/�\\ \\ /\\ j\j %\j �\/ /\\ \ 4.SERVICE LINES SHALL UI BEDDED J'UNDER AND OVER THE PIPE ND SAND. NATIVE 21-2MATERIAL MAY BE USED ON BEDDING IF R SOFT OR UNSTABLE '\//` ?\//\//�//\//�\//�/ \�\\\\\\ /\\\�\%\\\\\\\/ \�\, \ / CONFLARGER ORMS AN �A REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAINING 02221-2 AND DOES NOT DONTNN ANY MATERIAL '�\ GENERAL NOTES:FOUNDATION5.PROVIDE FLEXIBLE CONNECTION KXS.WATER TIGHT CONNECN FOR ALL WALL OR FLOOR PIPE PENETRAT6.METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS'EXPENSE NOTE: SEE CONTRACT SPECIAL PROD SIONS FOR ANY 1. WATER SERVICE LING SHALL HAVE A MINIMUM 8 1/2 FOOT COVER MEASURED FROM THE E%ISDNC GROUND 9UIEACE,EXCEPT THAT COVER SHALL BE 7,NO SERVICE LINE SHALL BE BACKFIUFD UNTIL IT RAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT. MODIFICATIONS TO STANDARD TRENCH MATERIALS MEASURED FROM CENTER UNE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES 6.CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS. AND/OR OTHER TRENCH DESIGN FEATURES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 9.WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE MAN THE WATER SERVICE STU&REDUCTION MUST RE 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. MADE WITHIN is'OF CuR6 STOP, 10.METER,BACKFIAW PROTECTION,AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE. 3. BEDDING SHALL BE 1'DIA MAXIMUM WITHIN 6'OF SERVICE PIPE. •SEE O.S.H.A CONSTRUCTION STANDARDS 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. WATER SERVICE LINE FOR EXCAVATIONS CITY OF BOZEMAN SCALE: REMsm: 1o/zs/oz NO 02660-15 CITY OF RULINGS SCALE: STANDARD DRAWING CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 STANDARD DRAWING NONE FROM CURB STOP TO BUILDING Dec. 2003 TYPICAL UTILITY TRENCH DETAILS NONE (LINES 2" AND SMALLER) Rev. A Fil 2006 STANDARD SPECIFICATIONS NONE NO.02221-1 STANDARD DRAWING DEC 2003 DETAIL DETAIL 2 DETAIL C2.3 UTILIITY TRENCH C2.3 WAFER SERVICE LINE C2.3 WATER SERVICE-CURB STOP TO BUILDING TUTS NTS i i i ;I NO. REVISIONS DRAWN BY DATE PROJECT #: 22-002 SHEET REGIONAL GION L PARK MAINTENANCE BUILDING 32 DISCOVERY DRIVE DATE: 09/27/2022 BOZEMAN,MT 59716 Civil Engineering ``�� CIVIL DETAILS ��AaY CIVIL DETAILS PHONE(406)582-0221 Geotechnical Engineering ALLIED FAX(406)582-5770 Land Surveying EW6ENEER►NB PROJECT ENGINEER: RSR DRAWN BY: MCG BOZEMAN,MOOT yt N p _.alliedengineering.com gERVIC�,N1C. y MAINTENANCE BUILDING DESIGNED BY: MCG REVIEWED BY: RSR JJLLDD .1L.. AA�� A� C,l'NL'� °'�„Aep„iA`"� CIVIL DETAILS