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HomeMy WebLinkAbout221 -std dwgs 2023 (2) test SPEED TAPER CONE LIMIT LENGTH SPACING 25 125' 25' R4-7 18" x 18 24" X 30 �rws FLOURESCENT 30 180 30' (MIN.) = ORANGE . , FLAGS 35 245' 35' 40 320' 40' --1 6' 6'I��— ( Locate both within one block _I L • • ................................. 21-4 3 6" x 36" (MIN.) Fs BARRICADE ((� 'wl kj91 I } k 1wI 4 y s ei s s 1 I i i �1? xle4 I _ ..r, 24 X 30•, NOTES: (MIN.) 1. ROAD WORK AHEAD — Sign shall be in place at all times, except short term maintenance via manholes for underground utilities. Short term maintenance defined as up to 15 minutes. 2. KEEP RIGHT SIGN — Shall be in place when work is being conducted on site. 18" x 18" ADVISORY 3. CONE TAPER LENGTH AND SPACING — See table below: adjustments may be necessary dependent SPEED PLATE upon side approaches, etc. 4. SPECIAL CONDITIONS — These standards are for short term daytime operations — if traffic control devices are needed during hours of darkness, a traffic control plan shall be submitted for approval. USE 35 MPH 5. ALL VEHICULAR EQUIPMENT — Working on the roadway or on or near the roadway shoulder shall PLATE IF SPEED be equipped with o rotating amber beacon mounted in a manner that assures visibility to LIMIT IS 40 MPH approaching traffic at all limes. 6. ALL SIGNS, DEVICES AND MOUNTS — Shall meet current Montana Dept. of Highways and MUTCD OR GREATER, standards and specifications. 7. BARRICADE PLACEMENT — Barricades shall be a minimum of six (6) feet. Short term maintenance via manholes for underground utilities do not require barricades. 8. If the work area within or near an intersection affects traffic movement, additional traffic control devices may be required. CITY OF BOZEMAN SCALE: TRAFFIC CONTROL MINIMUM N0. 01570-2 STANDARD URBAN WORK SITE STANDARD DRAWING NONE 2—LANE WORK SITE AUG. 1994 ON CENTERLINE Revised Feb. 1997 w\ s O rr O0) 75 U � a 0 o= c % =E N N o O o s o d ,:'(�OO' �:.Q➢l'JQ�`• €pvUU- U UC O N S N p O Q •(D w N Y T •L s� p U c 0 L ° E me o� n v u W -of ° E° W w 0 c; E v°O} ° e 6'o 2 Z) V) U o c c v o f c o u Q Q to C vv v EU v tm iE o c- o «� c Ems« x Z C-D E•o c°' S c E N Z Q o00�Kg L pE'c o w� 3C Eve O CL 0 -WOW €E o Sc 00 3 3 a .°ri E o poP -J Z �- d s •� r= E 8 OZam o c u 0 CNU 1! °U = NNU W J ._«a I Q,a v� oc .- Li �o o c I N w =`u Ym o-c _c$ z oL oa oo° O Z) 6 C) • c o N' Sou �v� V Q J Nag Nc I �EodS 0 U ULL� ULLU- _ / , N�N 0 rl Woon Zoom U � � J • Icc mlv amoa°=~Zc-5 W Q W J pQ�U F-az �p°(/�oow p.3m LL Z 1 W�Up�y lZlm�_u W:_x0 yUF Q Z J LL L atc ;mS-2g UA Q • a o c R.,°Z o o�,�Ga od v°o F- -��— • W �conavUO°�at�aocoE ENO I+ a 3pcot6m��a U „'�'� E°owcv90 gnin��EL ice;• m Z cc:mu,mNv°aa v�m 's= LLI� W • �i ri a �i c n m -J Z VO r � Z U� Q zz oF-z 3az Q3� N a a0 0 Q w Q �3w O to Z:�z O z Z0W w (� c�cn -<oa Fa N n It Wa 0 �W U 0 w oain z?0 w O in o in o Q Z N 00 N tM ~J RP ' woRK:: o0 Li a W ;- =a N� N M ID �� MWN� d•M .-d wFNU xr, Xo v)g5w N- Z w �a�o 3M� 00 CL U) o LO 0) c o p rn u N C:) 0)U a r v✓ In `— m 75 d N N 0) 0 6 m .p o> OT N C Vl N 3 � L O Q "O C d p : D'+ Z 4' O-0 0 . 2 w O d 0 W o v H .-. x W I- fVx Z C O ° r Z � o o E ° E — Y =w V '.. °c 00 ov m O _1 Z 0 LLJ o u Q W J ° o Z > E 00 U h °Y y U — U Q I— �ww N-'a o 0, s () � Y F- xZ)Z� o o� o,-Q N Q Q Z Moog o o Y y I W p N aai y12 `0ENE QZ3 W >rn N o 3 o dz �' Q aY NL I o+En Q vi H d t c ram--M g (n v3 ~ � w o no a o C z p°°w Q W W No o� w£oc) N —1Z >,E o O A ° zmo5.0 F N d C) U O , >U m n Z y— U o O aLVv) OZ7E J m a= ° - QOaw O7'Cc)2'° Cj °> d Qfl1pW GOW C CPO J� oJ ° f- v- Z Qy� z�11 z N (1' OA � A O � E- rIN, c) E ate M, „k}Pk9` O 8 Q W . g ,2 a x ui w ma r\ rn I{t ok, c r o rn j O CY) 1 x.. u N t ° � C II N= Z U N N ° 7 i (° C C 0 r a) U_ c Li l� > ° r -C { d"7 oc 0 21 o v 3 ul 3 N 3 o 0 ° CO d O C Z •Q) 0 a o_ En a 0 0 ° o yo 2oN wa W W v Ea ca) ��w o s o ° - c ° Y xaU� r ° 0 0 0 c Z N ao�I5 0 3 E L E 0 0 E 0 O � Q wow o _ L � 0 � ° m U 3 c ° r =U ° C � a a .0J O E o '1= N o rn o 0 o ° 0 O J 0 H � 00 �" 0 0 c u a' a O w V Cl. ~ � zw ' N a o N E Z p > �- 41 U L C E O 2' M Ui to°+ '0c +c� ° ° F-~.0 ox o3 O o 0 0 C) = ( ° U) U3 to a) z w 3 V) c y aw �° ° s li Q W o ° CDcL a° rn g N : 3 o 0 Z Q Z H W Q° Q' O VV) 10— C> FQ- H W c c �o ° ~ t ° f w- � O (n � o c V) F c wy °0 o ° v ` m O_ I � moo o�ymc ¢w_ N aU)S v Q WNUIVIS JNIDOVJ W p. a ° ~0a o c � : �'z 0 Zo 5 0 Z Uz N a-6 U' p1 UU 0 0 20 V70 ..+yO 0 Z J cn Q w � 0 0 0 bi mc7 0 E v'> ° > 0n �� Z 3 0� g a as° �� o N cn a a N M d � z O ¢ o � z vE- MY kJ :I } 0 W Q F �g xo w w 02 V) R9-11(L) SIDEWALK CLOSED AHEAD CROSS HERE 30"X24" SIDEWALK CLOSED 24"X18" SIGNS ARE TO BE PLACED AT THE NEAREST LEGAL CROSSING TO THE WORK AREA. MAY ONLY BE USED IF A PARALLEL SIDEWALK EXISTS ON THE OTHER SIDE OF THE ROADWAY, SIDEWALK CLOSED 24"X18" R9-11(R) SIDEWALK CLOSED AHEAD CROSS HERE 30"X24" SIGN ® WORK SITE TRAFFIC DRUMS OR CONE CITY OF BOZEMAN SCALE: PEDESTRIAN TRAFFIC NO. 01570-7 NONE CONTROL FOR TEMPORARY FEB 2007 STANDARD DRAWING SIDEWALK CLOSURE i 5. . a I I 1 Il �t R9-9 SIDEWALK CLOSED TEMPORARY ACCESS RAMP ADEQUATELY SUPPORTED FENCING FENCING SIDEWALK CLOSED MUST MAINTAIN 4' CLEAR AREA R9-9 BETWEEN FENCING. I WALKWAY MUST BE SMOOTH AND KEPT CLEAR OF FENCING AS SHOWN MAY USED OBSTRUCTIONS I FOR SHORT TERM (LESS THAN APPROPRIATE TRAFFIC 30 DAYS) INSTALLATION. MORE CONTROL PLAN MUST BE PERMANENT STRUCTURES WILL BE USED FOR LANE CLOSURES REQUIRED FOR LONGER TERM. J- - - A COVERWALK MAY BE REQUIRED FOR OVERHEAD OPERATIONS (IF HEIGHT MINUS 10' EXCEEDS DISTANCE FROM WALK WAY TO WORK AREA) CITY OF BOZEMAN SCALE: SIDEWALK CLOSURE NO. 01570-8 STANDARD DRAWING NONE WITH FEB 2007 DETOUR EET SURFACING 0. HM MIX ASPHAET . . {► 2C MIN. !. CDYPSUM WEAND SURCRr1Y' i:�: ••`.i A. CONC ADASTM RINNCIS�/S NELESUV (2-MIN-12' NOTES: 1.Adjust manholes upward with adjusting rings under frame. 2.Adjust manhole downward by removing cone and barrel sections as necessary and replacing with sections of length required to match grade. 3.Slope manhole frame as required to mathch slope of street 4.Final manhole adjustment shall be made before paving. 5.All joints between manhole sections,top cone,adjusting rings,and manhole ring shall be watertight Joint material shall be"Ram-Nek"or approved equal 6.Manhole ring and cover shal be adjusted to match final crown and grade of street,Use Anderson Precast or approved equal concrete angled adjustment rings to obtain required angle. 7.Manhole ring and cover.use MCI 305 frame,305A cover,IFCO 772 frame, 772-B cover,or Deeter 1025,or D&L A-1172 with 1"cover. CITY OF BOZEMAN Scale: MANHOLE ADJUSTMENT NO. 02213-1 STANDARD DRAWING None DETAIL Rev.April 2005 TOP OF NEW PAVEMENT 1 8' MIN., 1 4" MAX. 6" COMPACTED BASE & SUBMDE NOTES: 1. Adjust water valves upward or downward as required. Final adjustment shall be made after paving and before seal coating. 2. Model No. 69 8550 series, East Jordon Iron works adjustable screw—type risers may be used to raise or adjust existing valve boxes only. 3. Valve box adjustment shown is designated as Type II water valve adjustment. Type I water valve adjustment is similar except with a concrete collar. CITY OF BOZEMAN SCALE: WATER VALVE ADJUSTMENT NO. 02213-2 STANDARD DRAWING NONE DETAIL Feb. 2004 NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" (30cm) FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' (0.9m) FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT, EXISTING STREET SURFACE VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS+ �12"(30 cm) MIN. SUBGRADE OR GROUND SURFACE \//\ INSTALL DETECTABLE SLOPING. BENCHING OR WARNING TAPE 18"(45cm) SUPPORT SYSTEMS IN THIS BACKSLOPE AS SPECIFIED MAX. DEPTH AREA TO CONFORM TO TO CONFORM TO O.S.H.A. (OPTIONAL) O.S.H.A. REGULATIONS' REGULATIONS+ TYPE "A","B', OR "C" 6"(15cm) \� TRENCH BACKFILL \/ SELECT TYPE I BEDDING MATERIAL PLACED IN 6'(15cm) LAYERS k TYPE I PIPE BEDDING COMPACTED AS SPECIFIED PLACED IN 6"(15cm) MAX. cW °` �° �///j IN SECTION 02221. LAYERS AND COMPACTED °c co 'ci 4"(lOcm) o c�'C THOROUGHLY. \/ TRENCH WDTH=O.D.OF PIPE PLUS 2'(60an) MIN. TRENCH WIDTH= 3.5'(1.1m) TYPE 2 PIPE BEDDINGWE \/ \� RE i'\ \ \ \ \ T OR UONS ABLEUIRED FOR \/�\ \i �\�� OF FOUNDATION NOTE: SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES • SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS. REVISED: 10/25/02 CITY OF BILLINGS SCALE: TYPICAL UTILITY TRENCH DETAILS STANDARD DRAWING STANDARD SPECIFICATIONS NONE NO. 02221-1 It is ic(ognized Ilud nalrvc nnaterrcals which n) ay he used for- Pie(• bedding vary ltjdel� iinr)1 1neF9 to Orc•ra. Th(,Ic•foie. the folinming is offerer! III ,alteln.ale- to the• 7114' 1 pipe bedding spc•c•ifi( alioil in PpHion 0225- TRENCH f\C,II'ITIOA' AND BACK PILL POP, PiP10- 1INES AND APPLWTL'NAAT STRUCTURES This divrnak shall hi, used oil]%, 11 ( ,fit(.(] lot. in the• ,�Zpec•i d Prol isions. 11 rllusl be crllphiasit.ed that no r'pe(`iflcalioll .should he used i4iihouf the cnlincrr's c•1iflulation of ttic paiiicular siluatioir. TYPE 1 PIPE BEDDING !'}pe 1 pipe bc•ddin:*, in)poi t ed or J.Jaf ul alp or rul l ing on site. s ledl be gral el. gi al el -r'.tind niiYfLu •. or- wind The niaterial shill be moll graded and slieall c•onforill to the requnrments tor• soil Itpe G}1 (_wia 1e•1, ne ll graded) or III (.Sand, well gn.1cled) of thc, Pni- fic'd Soil ('1,..s•.�ificcalfon S1-steul (I'CS) as delinelaled ill A5T11 02IR? excepf. at the di.sclotion of the en--inoel. the ni aleiial ninj (onlrain tip to a uiwiniuri) of 1.2 per•eent passing the 200 Hein provided the plastiritr index of the in aterral is 6 or less. 7'he maximum size ,ravel shall be 311 u)clr. Thc• c•oc•fficic•lli of uniforlllity for LI'i11e1 shall be 1 or alld d eoc•ffic•ient of eurlalmw be111-ce•rl I hirer '3 :-:and s•holl flair, N coefficient of uniforinill of 6 of gi e jtc•r alrcl a coefficient of c In val ill e between I and .3 7'l pe 1 bed dill_ shlalf (OI)SISt of it nlinin)unl of •i inc hes(10 ( ur), or 1 8 the onfs)dc di,1rllefcr of pipe. uhirhcic•r Is ,ieiltel•. beddine inideriul under the Plp(' and the bedding in')teti<al '2101ind Ill](] olel the pipe to a point .i 1111171Jr)lllll 6 inches (15clu) above the lop of the pipe unless specified olheillise in the Npec•iill I'l ovisions. The co(.11iclent of cruiforluill i.�• defined ii.S• the ratio of ;110in size. r)rulleler ,at 60% p,)skng fo the end" size diilnreter al 10*� po sing c•\pressed < ... D6D Cu = ;0 7'he roefficie nt. of curlstur•e is defined as the posltiori o1 the square of the *rain ize dialneler rat .30'. passirl"l fa the product of the >loll) size dialueler at 10„ PaS ing lfmcs the $raM size diorneter of 60% passing expressed as: ( Q D = ` 30 2 Dt 0 x D60 Hhere the, naturally- o(r•urrinh material contains voids )rhirh mould idiom, uligaration. sand bedding niaterial shall not be used. Podding lnilteiial under mild wound the pipe to 6 inches 0 5rrn) above fhe 1np of the pipe shall he pli:aeed by hand or other careful rnonnei so as not to disturb the pipe, in nlaxilnurn layers of 6 inches (15)(n)) livid compac led to a miniinurn of 85 n Standard Proctor AS TH D698 R. AA HTO T-99 pec in1 care shrill he laken to os.surc coluplele conlpaet.ion under lbe haunches of thv Pipe. 13ar1<fill Inaler•ial shall be placed in the trench for its fall width on each side ilrl lilt aneolisly Water settling of this portion of the fienrh will not be allowed The raddRion of n•aler shill be lhuited to that required for• opiirnuln nioisfurc• for nraxiinunr voinpiiction of the rilaterial. REVISED: 1 MUP5 MONTANA PUBLIC WORKS SCALE: STANDARD DRAWING STANDARD SPECIFICATIONS NONE PIPE BEDDING ALTERNATE NO. O2221-2 A Ground Surface 3'(90 till) Std.Trench Backfill Trench Plug Material Select Pipe Bedding Bottom of Trench Type 1 Bedding A L__ 10'(3 m) Section A-A Std.Trench Backfill Ground Surface Trench Wall ,',' ,'/ ,',' ,' ,',' / ,' Trench Wall Plug Limit Plug Limit �3'(90 cm) Plug Limit Trench Bottom 3'(90 cm)-J J L3'(90 cm) REVISED: 10/21/02 MONTANA PUBLIC WORKS SCALE: TRENCH PLUG STANDARD DRAWING STANDARD SPECIFICATIONS NONE EXCAVATION DETAIL NO.02222-1 5.4" (0.45') 24" 9' 2" a 4„ TOPSOIL d 3•R I 5„ (TYP.) 4"R d r� 3/4"TO PER 1' SLOPE \//\\ a . / d d ° ° nd v 6„ \/ c 7.5" d 4, ••. d a d; O O O O O O O O O O O O O O O O O O O O CRUSHED GRAVEL O O O O O O O O O O O O O O O BASE — 3" MIN. 0 O 00 O 00 O 00 O 00 O 00 O 0000 O O 00 O 00 O 00 O 00 O 0�O 00 O 00 O 00 O SUB—BASE COURSE AS REQUIRED MEIN=0 1§'�R I I I COMPACTED SUBGRADE 1.5" 3/4" 3/4" PER 1' SLOPE .0_3 4" PER V SLOPE 1 2' PER 1' SLOPE -► 6" DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB NOTES: 1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.) 2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" and minimum width of 1/8". 3. 1/2" expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' intervals. The expansion material shall extend through the full depth of the curb and gutter. 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. 5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 2003 ed.) For curb and gutter replacement projects, washed rock may be used for the gravel base. CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528- 1 STANDARD DRAWING NONE CURB & GUTTER Revised Mar. 2006 RIVEWAY EXPANSION JOINT EXPANSION JOINT V4 SP�QA 1:12 MAX. 5 SLOPE 1.5" .................. ............................................................................................. ............................................. ......................................................... ........... ................................................................................................................................................................................................................................. ........... ................................................................................... ................................................................................... ......................................................... I J EXPANSION JOINT FLOWLINE TRANSITION SECTION -5' MINIMUM -15' FOR NON-RESIDENTIAL APPROACH ON ARTERIAL STREETS 6" M-4000 CONCRETE 2% -------- �1.5" DRIVEWAY O �O O 3" WASHED GRAVEL COMPACTED SUBGRADE SECTION VIEW CITY OF BOZEMAN SCALE: DRIVEWAY APPROACH NO. 02529-5 STANDARD DRAWING NONE WITH SIDEWALK Revised ADJACENT TO CURB Dec. 1999 \ � / \ / LE a \5 \ \ \ % e \ _ IL (2 / ■} ��, \\ \ \ � , ® / § c� / \ a. < \ \ } £� \ > z / LJ § o 0 C14 z � \ z 0 \ 2 ` / \ \ i \ \ Z / $ < 2 f \ \ p z z / § / ? \ l / �� * y § k � \ � \ / \ / R = 15' BACK OF CURB R d a PT 4a 4 B 1' (TYP-) DOWEL WITH 24" NO.5 a EXPANSION OFBAR i2B"3MCLF RCK ° .4 C JOINTS C A •• ° 4 ••• 1 MAX. .Ae,. ° A '°e ° 41 4' IL 5�••• • SIDEWALK " 1j 1:20 MAX. 5' SIDEWALK (TYP.) LAN,PING ..... 24" Mil SCALE: 1" =5' OWEL C 5 1/2' BLVD. (TYP.) 6' THICK CONCRETE SURFACE RAMPS TO BE CONSTRUCTED WITH DETECTABLE ��EXPANSION Flow line WARNING SURFACES COMPLYING WITH ADAAG JOINT COVERING THE ENTIRE WIDTH OF THE RAMPS`. S WRHIN 8�OF GUTERE LOWECLANEELENO OTHER POINT BE ON THE LEADING EDGE OF THE VETECTABLE WARNING STORM DRAIN INLET MAY BE MORE THAN 5' FROM THE FLOW LINE. (TYPICAL LOCATION) REINFORCE CONCRETE IN RAMPS WITH FIBERMESH"AT A RATE IF 1 1/2 lbs./C.Y. OR WITH 6x6x1D GAUGE WIRE MESH 12"� 5'-0" 12" TOP OF CURB TRANSITION TO NORMAL SIDEWALK ELEVATION. DISTANCE VARIES. SIDEWALK 5' SIDEWALK 5•5,. NO UP VARIES LANDING FLOW LINE SECTION B-B 5.5' NO LIP W 9.5" fix. NO SCALE fin STANDARD 2 1/2' DEPRESSED 6" 6" CONCRETE cuae sECTgN SIDEWALK LANDING RAMP 3" G VEL BASE (TYP.) SECTION A-A NO SCALE SECTION C-C CONSTRUCTION NOTES: NO SCALE 1. Standard applies to new construction, with max. curb R=15', and min. 5.5' boulevards. 2. Romp and curb can be poured monolithically. 3. Storm drain inlets shall be constructed "upstream" of romps. Alternative locations permitted only upon City Engineer's approval. 4. Ramp width shall be 5' minimum. 5. Sidewalk cross—slopes shall not exceed 2%. BOULEVARD SIDEWALK NO. 02529-8 CITY OF BOZEMAN SCALE: PERPENDICULAR STANDARD DRAWING AS SHOWN PEDESTRIAN RAMP NOV. 1995 (15' MAX. RADIUS/5.5' MIN. BOULEVARD) Revised April 2006 USE BLENDED TRANSITION RAMP WHERE LATITATIONS DUE TO BOULEVARD WIDTH, RIGHT-OF-WAY,CURB RADIUS,OR INTERSECTION ANGLE PREVENT THE USE OF STANDARD RAMPS PER C.O.B STANDARD DRAWING 02529-8 DETECTABLE WARNING TO BE A MWIMUM OF 4' J, WIDE,CENTERED ON THE CROSSWALK(4 q� �h EIPANSION JOW 1:12 MAX XXX Drop Curb N sroEWArJs ® Curb Transition 2%MAX EXPANSION JonTr LENGTH AS REQUnM TO MATCH STANDARD SIDEWAI%ORADE b II No L4 E 3'lrfm k Vana It-- Sidewalk 2%MAX - .,;.; 3"Gmvd Base Cryp.) 4"concrete 6"Concrak R h&rccd wi011.S D3& Fibeimeah X.Y.or 6x6x10 Osage Wm Mesh SECTION A A Nat to Sorb CITY OF BOZEMAN SCALE: BLENDED TRANSITION NO. 02529-8A STANDARD DRAWING NOT TO SCALE PEDESTRIAN RAMP APRIL 2006 TYPE OF MAIL BOX AND SUPPORTING POST IS OPTIONAL 7 r---------------.I I I MAIL BOX 6' MIN - t (I5crn) • MAINTAIN 3'(0.9m) MIN. CLEAR SIDEWALK WIDTH TO MAILBOX OR SUPPORT WHEN MOUNTED IN SIDEWALK. g 0 E rn 0 SIDEWALK OR BOULEVARD CURB STREET SURFACE Q p REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: MAIL BOX MOUNTING STANDARD DRAWING STANDARD SPECIFICATIONS NONE FOR CURBLINE DELIVERY NO. 02529-10 SIDEWALK BOULEVARD VARIES- 5'TYP y PROPERTY LI 3" MIN GRAVEL BASE 4" THICK M-4000 CONCRETE MAINTAIN PROPER SECTION B SIDEYARD SETBACK PER ZONING REGULATIONS I SECTION FROM ,EXISTING CURB TO DROP CURB: TRANSITION ., 5' MAX. EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION DRNEWAY THROAT WIDTH 24' MAX. CURB & APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED CONTRACTION JOINT EXPANSION JOINTS AT CURB RETURNS w I SIDEWALK CONTRACTION JOINTS BACK OF CURB SPACED AT 5' INTERVALS - MIN. flVARIABLE FLOW U NE DEPTH 1". EXPANSION JOINTS Z7 TO BE PLACED AT 25' aEDGE OF GUTTER INTERVALS. ao I (5.5' TYP.) CONTRACTION JOINTS TO BE SPACED AT 10' INTERVALS IN CURB & GUTTER EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE SIDEWALK DRIVEWAY 5.5' TYP. 1 5 TYP. (VARIES) 1/4" PER FOOT SLOPE STREET SURFACE w Z J •� O •O O w 0 a O WASHED ROCK 3" MIN. MIN. 6" THICK CURB & GUTTER M-4000 CONCRETE OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH SECTION A CITY OF BOZEMAN SCALE: RESIDENTIAL NO. 02529- 11 STANDARD DRAWING NONE DRIVEWAY APPROACH DEC 2003 AND SIDEWALK DETAILS ♦ . v 3 REDUCER MIN. V UNDISTURBED EARTH .e7 TEE TEE (Plugged) BEND STANDARD DIMENSIONS FOR THRUST BLOCKING FITTING TEES do PLUGS 90°BEND 4eBEND & WYES REDUCERS 12 BEND SIZES A B A B A B A B 4' 1'-7' 1'-2' 1'-9' 1'-6' 1'-8' 0'-10' 1'-7' 0'-6" 6' 2'-0' 1'-11' 2'-5' 2'-2' 1'-10' 1'-7' 1'-9' 0'-10' 8' 2'-B' 2'-6' 3'-2' 3'-0' 2'-5' 2'-1' j 1'-9' 1'-6' 10' 3'-4- 3'-3' 4'-0' 3'-10' 3'-0' 2'-9' 2'-2' 1'-11' 12' 4'-0' 3'-10" 4'-8' 4'-8' 3'-8" 3'-3' 2'-7' 2'-3' 14' 5'-5' 3'-10' 6'-6' 4'-11, 4'-9' 3'-5' 3'-5' 2'-5' METRIC DIMENSIONS FOR THRUST BLOCKING fIT77NG TEES & PLUGS 90°BEND 450BEND & WYES 2�%�S & SIZES A B A B A B A B 10cm 0.5m 0.4m 0.5m 0.5m 0.5m 0.3m 0.5m 0.2m 15cm 0.6m 0.6m 0.7m 0.7m 0.6m 0.5m 0.5m 0.3m 20cm 0.8m 0.8m 1.0m 0.9m 0.7m 0.6m 0.5m 0.5m 25= 1.0m 1.0m 1.2m I 1.2m 0.9m 0.8m 0.7m 0.6m 30cm 1.2m 1.2m 1.4m 1.4m 1.1 m 1.0m 0.8m 0.7m 36cm 1.6m 1.2m 2.0m I 1.5m I 1.4m 1.0m 1.0m 0.7m NOTES: 1. THESE TABLES ARE BASED ON 150 PSI(1030 kpa) MAIN PRESSURE 2.WRAP ALL FITTINGS WITH POLYETHYLENE. 2000 PSF(9800 kg/my) SOIL BEARING PRESSURE REVISED: 12 27 95 MONTANA PUBLIC WORKS SCALE: THRUST BLOCKING STANDARD DRAWING STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS N0. 02660-1 NO VERTICAL REQUIREMENT -1 '-WATER MAIN SEWER 10'-0" MIN. O O (3m) PARALLEL ARRANGEMENT L L L/2 L 2 _ EXISTING _ PIPE MIN.1 IO © I \'NEW PIPE �- EXISTING f PIPE 1$" MIN.O I 0.5m 3 EW PIPE CROSSINGS O 5 NOTES: 11) SPECIFIC MONTANA DEPART. OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL IS REQUIRED FOR A DISTANCE LESS THAN 10 FEET(3m) BETWEEN WATER MAIN AND GRAVITY SEWER. 20 NO EXCEPTION TO THE MIN. SEPARATION REQUIREMENT IS PERMITTED WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. AT CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. 03 LESS THAN 18 INCHES(0.5m) OF SEPARATION IS PERMITTED WHEN THE GRAVITY SEWER AT THE CROSSING IS MADE FROM A SINGLE 20 FOOT(6.1m) LENGTH OF AWWA PRESSURE PIPE AND THE CROSSING ANGLE IS APPROXIMATELY 90 DEGREES. SPECIFIC MONTANA DEPART. OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL IS REQUIRED FOR A VERTICAL SEPARATION OF LESS THAN 18 INCHES(0.5m) BETWEEN WATER MAIN AND SANITARY SEWER ® `L" IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER. Q ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: WATER AND SEWER MAIN STANDARD DRAWNG STANDARD SPECIFICATIONS NONE SEPARATION NO. 02660-2 REBAR ANCHOR 0 0 0 0 \\ e d' 'e1_ ,� a d. Y/ do c ° d \ d U, i .6 4e e ' e .4 / e a \ CONCRETE i ° ANCHORS B., "A" NOTE: COAT RODS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL. THRUST BLOCK DIMENSIONS Moh voba 100 PSI 150 PSI 200 PSI k3'-O' 0 PSI 300 PSI Rod S'Z° A B C A B C A B C B C A B C 1 2'-0' 2'-0 z'-o 2'-0"2'-0.2'-0.V-V 2'-0'f-D 2'-0' z'-o z'-o'2'-0.2'-7' 1 2 1 0" 2'-D' 2'-0 2'-D'2'-6 2'-6 2'-0 2'-9'2'-6'2'-6' 3'-0'3'-0 V-7 3'-0 3'-01 2 2'-3' 2'-D 2'-0'3'-0 J'-0 2'-B 3'-5'3'-0'3'-0' 3'-0' 3'-0 5'-1 3'-0 3'-01 14" 2'-3" 2'-0 2'-0'3'-53-0 3-0 4'-6'3'-0'3'-0' 4'-0' 4'-0 4'-9 4'-0 4'-01 816' V-0' 3'-0 3'-0'4'-4 3'-0 3'-0 4'-1"4'-0'4'-D' 4'-0'4'-0 6'-1 4'-0 4'-0 1 4 1 8' 3'-8' 3'-0 S-0'5'-5 3'-0 Y-0 5'-1'4'-0'4'-0' 6'-4 4'-0' 4'-0 5'-9 5'-0 5'-0 3 8 24"' 4'-4' 4'-D 4'-0'6'-5 4'-0 4'-0 6'-6'5'-0'5'-0' 6'-5 6'-0' 6'-0 7'-8 6'-0 6'-0 NOTE: Pressures shown above are maximum working pressures in system. THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. MEGA—LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 8'— 0" MAX. 3'— 0" MIN. INSTALL PLUMB WITH TO BACK OF CURB PUMPER NOZZLE FACING STREET NEW HYDRANT, MUELLER SUPER CENTURION 250 OR WATEROUS PACER MIN. 4'— 0" CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.) ADJUSTABLE SCREW ELEVATIONS AS SHOWN TYPE VALVE BOX ON PLANS OR 0,2' WITH LID ABOVE TOP OF CURB GRADE GROUND LINE UNDISTURBED EARTH /\ \\ MIN. 6.5' COVER a ``' *CONCRETE \�✓\rf' :' ., a`- yse. THRUST BLOCK i/ " TO MAIN LINE .i_-..sit.;rY•:'-.�-'a�ii�;�' �.i.i:.•,i:�•i�. / \/•-`S; .�:.�: �,f..r:; .;:<� _,ice.• ':��;•.n:;_': - °;i .Y... \\ /\\ �7:MM rr .S j:y. �.I S:." ..:Y,t.lr._n•:>� -�'.`.t'.�:i,r.`Cl��r':.1�1�:i•" ..\}�'� /�\/,\/�"\\\ ,:�.=._;<� :.•. ��:? �.:,F •r.>y.....<:•• _"':'i:�:;.;.w,�.';... v'-, 6��:ar;�. JOINT A5 REQUIRED FOR �%�\\ /' ey,:• �:^' :..\.f. �`,'n'._ .:S:a�.r'•.;ri,r �r•,�yj]:.?:'.r:ri,. _ PIPE SPECIFIED NEW 6" AUXILIARY GATE VALVE MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT *MEGA—LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK CITY OF BOZEMAN SCALE: NO. 02660-4 STANDARD DRAWING NONE FIRE HYDRANT FEB 2008 PROPERTY LINE lk 2' MIN.' r v 1 v W W W W W W W 11, 14, VARIABLE W W FIRE HYDRANT W B W ........ ......_.................... ......... . ................................... ....... f:. SIDEWALK::::;::::: :.:.....:::::::::.. WATER MAIN CURB & GUTTER CURB WALK DETAIL PROPERTY LINE 1' CURB & GUTTER 1 FIRE HYDRANT L VARIABLE 3 MIN. VALVE WATER MAIN 5' (TYP.) BOULEVARD WALK DETAIL CITY OF BOZEMAN SCALE: HYDRANT LOCATION NO. 02660-5 STANDARD DRAWING NONE DETAIL Dec 2003 STEEL POST MARKER PROPERTY PAINTED BLUE LINE OR EASEMENT LINE 5 1/2 BOULEVARD (TYP.) STREET SURFACE 5' SIDEWALK GROUND SURFACE 4 (TYP.) -� 1 1 CURB BOX 11.5' PROVIDE 5' STATIONARY (TYP.) ROD IN ALL CURB BOXES 6 1/2' MIN. COVER SEE DETAIL 8' BELOW (TYPICAL EXCEPT IN SPECIAL TAP BY CONTRACTOR CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATION) CURB STOP WATER MAIN NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES DETAIL OF A SELECT MATERIAL BACKFILL AREA PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) INSTALLED ell. CORPOP.4 RON STOP. TAP MAIN AT /j//// / '//��// /./ /./�///. ///j%///// /. 3/4" DIA. MIN. SPRINGLINE. = / /// �/ / �/ %// / / ///// // SERVICE PIPE 2 377, / 4 6" MIN. TRENCH BOTTOMS\\\i/\ GENERAL NOTES: 1, WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE. EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 STANDARD DRAWING NONE DEC 2003 R 1' FINISH GRADE CURB BOX- VALVE BOX TOP SECTION VBW'MIN MUELLER H-15428 STRAIGHT COUPLING WITH GALVANIZED OR BRASS CAP 6.5' MIN 4 COPPER SERVICE LINE 2" COPPER SERVICE LINE 1/4 BEND COMPRESSION 2 COUPLING 1/8„ DIAMETER 1 3 -7 4 4"" URB STOP CORPORATION STOP PROVIDEI/8" DIAMETER DRAIN HOLE WATER MAIN CITY OF BOZEMAN SCALE: NO, 02660-7 STANDARD DRAWING NONE TYPICAL BLOWOFF Dec. 2003 UNDISURBED EARTHY(TYP.) /\///\\//%//\\/\\%/\\%� CONCRETE THRUST •• BLOCK (TYP.) MJ GLAND e r v r MJ GLAND a D.I. MJ D.I. D.I. PIPE TEE PIPE ® PIPE MJ VALVE D.I. MJ GLAND PIPE ® 3/4" MIN. CORROSION RESISTANT ALL THREAD RESTRAINING ROD, CONFORMING TO ASTM A242-81, MJ VALVE INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT BOLT HOLES (TYP.) WHERE NECESSARY, CLAMPING LUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNED TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMING MJ GLAND TO ASTM 536-80 MAY BE USED IN CONJUNCTION D.I. WITH THE RESTRAINING RODS. PIPE CITY OF BOZEMAN SCALE: TYPICAL VALVE/TEE NO. 02660-10 STANDARD DRAWING NONE RESTRAINT DEC 2003 r- J I Q Q M d �W it (�N X 3� \/ ao a NU w �c� \ . U. a �w w FZ z \//\\� a Y o \� o z z mm \y�� oZ - Z LU X \� p U W �� •••C� Q o Q co \\/� z a z N LU um LLI O LLJ mw uj\/�%� U N Q ~ /�\\'/ w 6 Z w Z �� W N _ J J O e eve 2 Q �/ X f-- O U ° U W Q �i(n W W Q a p z ~ O Cf) Qchpz oz W 0w (n0 LJ W •,/\\/\��/� Q U W / moot mW0 !y �Hm ° v _° W ve W V) e O Q�=Q •.., e v ,v M Z F-< a• - oV W La.ZW J_2 0 ° \.� - z �. Zm0 v � \\ � / w z U- > \ 3AltM M3N Q w \� Y z Z ~ p� OW � (nQ j ~ O (n �L) zILY �-a — \ o0 oz 0W00 zz =� U) z / Q� ~W C� W O� wr- � � f— � Z Vim. UW L — m H CL z N w R NEAREST FOUNDATION WALL TO CURB STOP CURB STOP AND BOX SEE DETAILS A d B BELOW !WATER MAIN 6.5' MIN. COVER WATER SERVICE LINE STUB (SEE C.O.B. STANDARD WATER SERVICE UNE-- DRAWING 02660-6) INSTALLED BY CUSTOMER (SERVICE APPLICATION do PLUMBING PERMIT REQUIRED) NOTE: METER SIZED SAME AS INCOMING LINE—NO EXCEPTIONS. FOUNDATION BACKFLOW PREVENTION ASSEMBLY WALL (AS REQUIRED) 1'MIN./2' MAX SERVICE LINE ` ' ANGLE STOP r— / BACKFLOW PREVENTION t MI ' 2 MAX TO DOMESTIC MAR` ASSEMBLY (AS REQUIRED) FIXTURES FOUNDATION f FIXTURES DOMESTIC M WALL--,,, ` FIXTURES DOWNSTREAM � 1 •�' SHUTOFF •• DOWNSTREAM 1' MIN., SHUTOFF �t 2 MAX METER• I 1' MIN. ANGLE STO FLOOR P OR STRAIGHT STOP *METER SAME SIZE AS INCOMING LINE-NO EXCEPTIONS, METER MUST CONNECT ONNE OWDI CITE TO ANGLE OR STRAIGHT STOP AND QUARTER—BEND COUPLING (1 1/2" k 2- SERVICES ONLY) **DOWNSTREAM SHUT OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE DETAIL B DETAIL A TYPICAL FLOOR PENETRATION (N.T.S.) TYPICAL WALL PENETRATION (N.T.S.) (CRAWL SPACE) INSTALLATION REQUIREMENTS: 1. WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. 2. SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4 1", 1 1/2% AND 2- SERVICES. SEE STANDARD DRAWING NO. 02660-12 FOR 4" AND LARGER DOMESTIC SERVICE LINES. SERVICE LINES BETWEEN 2' AND 4' ARE NOT ALLOWED. 3. STRAIGHT COPPER TUBING SHALL BE USED FOR 1 1/2` AND 2- SERVICES. 4. SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4'. 5. PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. 6. METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE. 7. NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT, 8. CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS. 9, WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUCTION MUST BE MADE WITHIN 18" OF CURB STOP. 10. METER, BACKFLOW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE. CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-15 NONE FROM CURB STOP TO BUILDING Dec. 2003 STANDARD DRAWING LINES 2" AND SMALLER Rev. April 2006 I , R I 60 O.W.- �T 3C (T-.) 4 O O 19' WATER so' (TYP.) SEWER h ti R y O O O W 3 PROPERTY LINE ' ) 1. WATER MAINS LOCATED 19' FROM THE NORTH OR WEST RIGHT—OF—WAY PROPERTY LINE FOR STREETS 35, IN WIDTH OR GREATER. WATER MAINS LOCATED 5.5' WEST OR NORTH OF STREET CENTERLINE FOR STREETS LESS THAN 35' IN WIDTH (BACK OF CURB—BACK OF CURB) 2. WATER SERVICE STUB LOCATED AT CENTER OF LOT; SEE C.O.B. STANDARD DRAWING NO. 02660-6 FOR DETAILS. 3. WATER MAIN VALVES LOCATED AT PROPERTY LINE. 4. SEWER MAINS LOCATED ON STREET CENTERLINE FOR STREETS 35' IN WIDTH OR GREATER. SEWER MAINS LOCATED 5.5' EAST OR SOUTH OF STREET CENTERLINE FOR STREETS LESS THAN 35' IN WIDTH 5. SEWER SERVICE STUB LOCATED 15' UPSTREAM FROM DOWNSTREAM PROPERTY LINE. 6. WATER & SEWER MAIN CROSSING; SEE M.P.W. STANDARD DRAWING NO. 02660-2 FOR DETAILS. 7. HYDRANTS LOCATED 5' FROM VALVE OR ON PROPERTY LINES EXTENDED FOR MID—BLOCK LOCATIONS. CITY OF BOZEMAN SCALE: WATER & SEWER MAIN AND NO. 02660-16 STANDARD DRAWING NONE SERVICES LOCATION Dec. 2003 STANDARDS FINISHED WALLS FINISHED WALLS DOWNSTREAM SHUTOFF DOWNSTREAM z SHUTOFF BACKFLOW DEVICE z_ - BACKFLOW DEVICE iv METER `D METER ANGLE STOP ANGLE STOP 12" MIN CLEAR 6" MIN CLEAR 3/4" AND 1" COPPER SERVICES 1 1 /2" AND 2" COPPER SERVICES PLAN VIEW PLAN VIEW FINISHED WALL 4- FINISHED WALL J U U Z Z_ N ANGLE STOP r ANGLE STOP FINISHED FINISHED MIN FLOOR 1' MIN FLOOR 1'TMAX 2" 2' MAX SERVICE PIPE SERVICE PIPE 3/4" AND 1" COPPER SERVICES 1 1/2" AND 2" COPPER SERVICES PROFILE VIEW PROFILE VIEW NOTE: PROVIDE FLEXIBLE, WATER-TIGHT SEAL FOR ALL FLOOR PENETRATIONS CITY OF BOZEMAN SCALE: WATER SERVICE NO. 02660-17 STANDARD DRAWING NONE INTERIOR CLEARANCES APRIL 2005 INLET CASTING NEENAH R-3067—L, 4" MINIMUM, EJIW 7030, OR 7" MAXIMUM DEETER 2047L, OR OPENING D & L 1-3517 5/8" SMOOTH ROD CENTERED IN OPENING (EXCEPT FOR EJIW 7030) ,777.1 FLAT TOP 6" d 24" SQUAREOPENING 'e` e . a d •' d 36" R.C.P. ASTM C-76 d CLASS 2 a 0 e' W BLOCK OUT FOR a INLET PIPE N a a d : n . 9" SUMP d d a 6" PRECAST BASE 44" O.D. CITY OF BOZEMAN SCALE; 36" STANDARD NO, 02720-1 STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003 Rev. March 2006 INLET CASTING NEENAH R-3067—L, DEEPER 2d47OL OR D & L 1-3517 TRANSITION CURB & GUTTER •� TO MATCH INLET CASTING (TYPICAL FOR ALL INLETS) ;�.• �• PRECAST CONCRETE, M-3000 OR C-3000 VARIABLE (3' MIN.) 3'-0" NO. 4 BARS AT 12" CENTERS r a• MAX., SPACED EQUALLY 6" (TYP.) 4'-0" FRONT VIEW 4" MINIMUM, 7" MAXIMUM OPENING 5/8" SMOOTH ROD CENTERED IN OPENING (EXCEPT FOR EJIW 7030) 1" MAX OFFSET ALLOWED FOR CASTING BACK PIECE ADJUSTMENT VARIABLE 2'-0" +4i CURB AND GUTTER TO BE WARPED 91, TO MATCH INLET. DESIGNERS WILL PROVIDE ADDITIONAL BLOCK OUT FOR DESIGN DETAILS TO FIT SPECIFIC OUTLET PIPE CONDITIONS. 12" RCP (Typ.) SIDE VIEW CITY OF BOZEMAN SCALE: STANDARD SQUARE NO. 02720-1A STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003 Rev MAR 2006 4" MINIMUM, 7" MAXIMUM OPENING 5/8' DIA SMOOTH INLET CASTING ROD ENTERED IN OPENING A-"- NEENAH R-3067-L, (EXCEPT FOR EJIW 7030) EJIW 7030, 6" FLAT • DEETER 2047L, OR SLAB COVER D & L 1-3517 OPENING 4' DIA. PRECAST REINFORCED CONCRETE MANHOLE AND BASE, AS PER STANDARD DRAWING NO. 02720-4 -0-4--0" 0-7 All MIN. 7 7'1*-'-'. jo ONE EXTRA BAR IN BOTTOM (ALL SIDES) 24" '47 FLAT SLAB COVER REINFORCEMENT AS PER 36" STANDARD DRAWING 02720-6 CITY OF BOZEMAN SCALE: COMBINATION MANHOLE AND NO. 02720-113 STANDARD DRAWING NONE CURB INLET DEC.2003 REV: MAR. 2006 Frame and cover to be either D&L A-1172 ring with A-1178 cover, EJIW 3771/ 3772 series, or approved equal. F7 Covers shall have two 1" pick holes. Adjustable rings, NOTE: All joints between manhole sections, manhole ring & 2" min., 12" max. top section, and around sewer pipe into manhole shall be watertight. Jointing material shall be "Ram—Nek" or equal for all joints except between sewer pipe and manhole wall. 2'-0" 5.. 5,> 4'-0" Precast reinforced concrete manhole riser and eccentric cone top manufactured in Mahole steps at accordance with ASTM designation C-478. 16" centers " rout invert to springline of pipe if gap between ° pipe and channel is 44 greater than 1/8". Pre—cast channel i flowline r'. Top of pipe may 0 not extend past Variable inside wall of 4' 0) manhole. If X d 8 t necessary top o 'o a Shelf—slope 1" per foo•.'. half of pipe may E a toward channel. See be trimmed off N o a channel detail. Flexible gasketed joint (typical smooth. (8" for precast bases — see detail) diameter only) A Channel = dia. of pipe A Precast or poured—in—place base. #4 bars — 1'-0" c—c Poured—in—place base, minimum concrete thickness below pipe is 5'-4" dia. 8 inches. Precast base, minimum (min.) thickness is 6 inches. All bases reinforced as shown. Radius of J, manhole 'I Slope at 1" per foot Channel to full pipe depth ., NOTE: Storm drain manholes shall not have formed channels and the Dia. of lowest pipe invert shall be 9" higher sewer than bottom of manhole. pipe t. SECTION A—A CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 Rev. MAR 2017 Standard casting & cover Frame and cover to be either D & L A-1172 ring with A-1178 Cover, EJIW 3371/ 3772 series, or approved equal. Covers shall have two 1 pick holes. Flat slab cover Adjustable rings, 2" min., 12" max. NOTE: All joints between manhole sections, manhole ring & top section, and around sewer pipe into manhole shall be water- 24" or tight. Jointing material shall be "Ram—Nek" or equal for all joints except between .. 27" Opening sewer pipe and manhole wall. M N O a: M N Manhole steps at 0 a' 0 16" centers a Precast reinforced concrete manhole riser a ° and cover manufactured in accordance 0 with ASTM designation C-478. 0 (n C C O O � O o w As required 0 0 ° 1 ° A ' c `o Cutouts as required N E D a) N p U O Q) m 7 w Q 0 N � T Q U N °d N ° A Channel = dia. of pipe A Precast or poured—in—place base. Poured—in—place base, minimum Radius of concrete thickness below pipe is manhole 8 inches. Precast base, minimum Slope at 1'per foot. Channel to full thickness is 6 inches. pipe depth. NOTE: Storm drain manholes shall Dia. of sewe� r pipe :a .•4 a not have formed channels and the •.'p+ •` lowest pipe invert shall be 9" higher than bottom of manhole. SECTION A-A CITY OF BOZEMAN SCALE: STANDARD STRAIGHT NO. 02720-4 STANDARD DRAWING NONE MANHOLE DEC. 2003 REV: MAR 2006 GREEN STEEL POST AT END OF SERVICE PROPERTY LINE OR EASEMENT LINE 5 1/2' BOULEVARD (TYP.) 4' STREET SURFACE 5' SIDEWALK GROUND SURFACE (TYP.) / 1 COMPACTED BACKFILL 2.5 (NP•) (SEE SPECS.) 11.5' 8' (TYP.) (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) 2" X 2" WOOD SERVICE LINE. SLOPE = 1/4" MARKER 45' ELBOW PER FOOT MIN., 1/2" PER FOOT MAX. SEWER MAIN IN LINE WYE FITTING FOR PLUG NEW INSTALLATIONS. SADDLE FITTINGS ALLOWED FOR EXISTING INSTALLATIONS ONLY UPON APPROVAL OF CITY OF BOZEMAN SEWER DEPARTMENT. SERVICE INVERT NO LOWER THAN SPRING LINE OF SEWER MAIN FOR WYE FITTINGS. CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 GREEN STEEL POST AT END OF SERVICE PROPERTY LINE OR EASEMENT LINE 5 1/2' BOULEVARD (TYP.) 4' STREET SURFACE 5' SIDEWALK GROUND SURFACE (TYP.) 7, 1' COMPACTED BACKFILL 2.5 (TYP.) (SEE SPECS.) 1 1.5' 8' (TYP.) (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) 2" X 2" WOOD MARKER SERVICE LINE. SLOPE = 1/4" PER FOOT MIN., 1/2" PER FOOT MAX. PLUG 45° ELBOW 45° BEND DUCTILE IRON SEWER FITTINGS. SDR 26 PVC PIPE NOTES: SEWER MAIN 1. THIS INSTALLATION MAY BE USED IF DEPTH OF COVER AT STUB END WILL EXCEED 6.5' WITH STANDARD INSTALLATION (PER STANDARD DRAWING 02730-2) 2. MIN. DEPTH OF COVER SHALL BE 5' AT END OF SERVICE STUB. ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING REQUIRED ELEVATION OF STUB. 3. DUCTILE IRON FITTINGS SHALL BE HARCO GASKET X GASKET OR APPROVED EQUAL. CITY OF BOZEMAN SCALE: DEEP SANITARY SEWER NO. 02730-3 STANDARD DRAWING NONE SERVICE LINE OCT. 2014 Frame and cover to be either D & L A-1172 ring with A-1178 Standard casting & cover cover, EJIW 3771/ 3772 series, or approved equal. Covers shall have two 1" pick holes. Flat slab cover Adjustable rings, 2" min., 12" max. NOTE: All joints between manhole sections, 24 manhole ring and top section, and around Opening sewer pipe into manhole shall be watertight. Jointing material shall be "Ram—Nek" or a equal for all joints except between sewer iD pipe and manhole wall. N N N Manhole steps at 0 00 16" centers Precast reinforced concrete manhole riser . a and cover manufactured in accordance a0i with ASTM designation C-478. e1 0 CC As required — .2 (60" min.) 0 0 � U .0 0 Flexible gasketed joint ° Gasketed Tee rn c ° c 0 B B '6 E ' 0 0 Q) m ' a- o `� a Pipe restraint (typ.) Q 0 N N A Gasketed 90' elbow cast into base Channel = dia. of pip A Precast or poured—in—place base. Poured—in—place base, minimum concrete thickness below pipe is 8 inches. Precast base, minimum thickness is 6 inches. Stainless steel Radius of all—thread rod, manhole 1/2" 0 Slope at 1" per foot. Sewer e i Channel to full pipe pipe depth. Manhole wall Epoxy grout rods Dia. of sewer pipe Stainless steel 3" into wall pipe clamp SECTION A—A SECTION B—B CITY OF BOZEMAN SCALE: STANDARD DROP NO. 02730-5 STANDARD DRAWING NONE MANHOLE DEC. 2003 Rev. March 2006 FLAT BLADE STREET NAME REGULATORY SIGN BLANK AS PER SIGN BLANKS SEE SECTION MUTCD STANDARDS, SIZE AS MOUNTED BACK TO SPECIFIED ON PLANS BACK ON POST SIGN SI2.ZES FOR SIGN SIZES I 2' MIN. 2=-1I MIN. 1 O' 2" PREFORATED SQUARE TUBE POST (TELSPAR OR APPROVED EQUAL) 7' MIN. L2L Y �h ATTACH SIGNS TO POST WITH 3/8" DRIVE RIVETS (MIN. 2 PER SIGN) STREET MARKER SIGN REGULATORY SIGN 2" PREFORATED SQUARE TUBE o /POST (14 GAUGE) FASTEN POST TO SLEEVE WITH �W* CORNER BOLT o (A325) 1 X" ABOVE FINISH GRAGE. INSERT BOLT FINISH GRADE 2" o HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE. 4" �. 2 Y4" X 30" 12 GAUGE NON—PREFORATED SQUARE TUBE SIGN POST SLEEVE (TELSPAR "QUIK PUNCH" OR APPROVED EQUAL) ALL SLEEVES AND SIGN 24" POSTS SHALL BE INSTALLED INSERT SIGN POST 18" INTO SLEEVE PLUMB. " + ' M-4000 CONCRETE ANCHOR SIGN POST FOUNDATION DETAIL CITY OF BOZEMAN SCALE: SIGN INSTALLATION NO. 09810-1 STANDARD DRAWING NONE STANDARDS AUG. 1994 Revised 6/2002 CROSSWALK � STREET 9'TYP. MARKER SIGN 5' 2' MIN CLEARANCE FROM FACE OF CURB TO EDGE OF SIGN CITY OF BOZEMAN SCALE: TYPICAL STREET No. 09810-4 STANDARD DRAWING NONE MARKER SIGN Sept. 2002 LOCATION