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HomeMy WebLinkAboutSouth 11th Ave Improvements i SOUTH I ITH. AVENUE IMPROVEMENTS LUIEN�; BOZEMAN, MONTANA -- QEVELOPER =' y T CFT LIMITED CUN(,RFTE ?�ri�a 465 GREENPIDUf: DRIVE BOZEMAN, MI 'i9715 6" MINUS SUB-BAST rrrlr4 r RECORD DRAWING -�= ,Nrr ,_ 1 1/2" MINUS CRUSHED GRAVEL m `+ EXCLUDED THIS PRGJi: 1 to U `p 2 FF to rn 3 I/O SQ ¢q 0 ir O V ¢ , M 1 4i.. VICINITY MAPin NORTH NO SCAI,1 ^,HF3REVIATI0N5 � Al uM ALUMINUM AP'.D APPROVEC ASPH ASPHAL' wnstruU or work rh s {. aject •,Ih 1 t0 P,,Mt 'Narks Ston tiara AVG AVERAGE Spe f cations, F'ftt Frht or n Mar,h :OO.S MI W H.. ,!1 +'nr s to the Montana aub'ic Wore. 4 Standard Spec feat on,. O AT BM BEAM, BENCHMARK ' The Lcntractor shop restore all roodwa s.ir f�-i p•,or to excovati-.,. .nl t�or that axisted � CL CENTER LINE os determined by Uwner and the I nglreer. �! S CMF CORRUGATED METAL PIPE CO CLEANOUT S- the location, depth and size -! exiscpP' ,mmnt, The Contractor shall fieb.' L- COB CITY OF BOZFMANaerif, Ihw .•,strn,e. - 1, - _. ., ri o,; cam,• tc construe Con- T're - C,u'v CULVERT ,..I...,_,,. r .I r.,, �, „ s.,.. ,.rr o-. -.Tti, DIP DIAME TER +a nUes i DIP DUCTILE IRON PIPE 4 the contractor shalladju t II a ULj f. ..I q-<,ie upor corn pie t,on of all DWG DRAWING n n - if!,. EP EDGE OF PAVEMENT co s.ru coon Any 5oxas a an I , wnUac ar or arty subcontractor shaL - be repaired of the expense of the rontractor r :oI tc ,he project, separate payment will no' c fG FINISH GRADE - 1 FI FLOW LINE be made. CND GROUND HORL' : HORIZONTAL 5. Access for other contractors working on the sne o c erovr,+e- +h6es shall be preserved at oil J .. HYG HYDRANT accordance with the concurrent construction plan pro e_ r +r., ,:..-! �m_nua;. --- If) INSIDE DIAMCTER -- LrIII I1.C.PIKE ( PELNEL) INSUL INSULATE 6_ The contractor shall be responsible for cocrd,atl„�, of jt,lo I' , power) installation with local util.t, LF LINEAR FEET companies -- rJLw T LEFT _ MA.X MAXIMUM 7. The contractor shall notify One Call ® 1-800-424-5555 1a r _61ity location All existing utilities shall be H- MH MANHOLE mocked before digging --v-x- Eai`I'h';cIF'L -:RL HEM!,_u Z Mir' MINIMUM Fill MECHANICAL JOINT 8. the contractor shall maintain service of all existinq IAiliit,es , 1 service is damaged, the contractor sho cv Z MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS immediately repair the dornage at the contrortor's eruonse -- 1LA'1 W NTS NOT TO SCALE O FOUNC SvR".L� MC+N I.'.1F�' OC ON CENTER 9. The Contractor shall notify the Water Departme''t a �n,imn r,ours prior to beginning any work. D SURVEY CONTRO, PrO,' W OD OUTSIDE DIAMETER FOUND SURVEY MONuMFN' BIG > 10. All existing or new valves which control the COH'- water sl,, .�1�or. be operated by COB personnel o,,, O FOUND MONUMENT HOX O OFTP OVERHEAD POWER Ckf PC POINT OF CURVE 11. Contractor shall field verify line and grode o' eris+,ny ,anne;.��r. 0 HORIZONTAL/VLRnCAL CUNTROL POINT PI PLATE, PROPERTY LINE A CONTROL POINT PROP PROPERTY PT POINT. POINT TANGENCY 12- Contractor to preserve all existing survey rn u-Went,. , r_+nument disturb } COORDINATE POINT ed or destroyed with out F- OF Lit Pvc POLYVINYL CHLORIDE Eng in eers approval to be replaced at contractors exocn sc a . w ia. BLOW OFF VALVE W = PVMT PAVEMENT 13_ Contractor shall stock pile topsoil at loca'ion deslgr nted t e •. FIRE HYDRANT � N RAJ RADIUS Z rY REF REFERENCE 14. Contractor may waste excess material at Iocollo+� desmm;t"Ll Ir„ aHner or haul material off site. EDGE OF TREES, BRUSH W w RFOD REOUIREG > > RT RIGHT R/W RIGHT--OF-WAY 2" EXISTING TREE W/ APPROX. TRUNK DIAMETER Q OU STA STATION �y SS SANITARY SFWFF BUSS STD STANDARD T&B TOP AND 801ICA' NEW TREE AS SPECIFIED TB THRUST BLOCK TB TOP BACK OF CURB II 17'7 SIGN, ONE POST OR TWO POST = 1F TOP FACE 1EMP TEMPORARY, TEMPERATURE G EXISTING LIGHT POLE =) Z TOC TOP OF CONCRETE, TOP OF CURB O < TYT TYPICAL ® MANHOLE w JG UNDERGROUND N UTit 'J TILITI' O VB vALVE Boy 'II., EXISTING UTILITY OR TELEPHONE POLE m VERT VERTICAL I W, WTH —PROJECT DATUM BASED OFF FRE HYDRr:L. F: WESTR'OGE. COB ELEVATION = `L NEW UTILITY OR TELEPHONE POLL ire cao;rc- !dry III WTHOUT 4960.59 - NW BONNET BOLT, STA. 22+45.1 (22.0' LT) T13C CURB &GUTTER STATION &OFFSET i WL WATERLINE 4918.72 IBC - r WTP WATER 491 FL----,,, SPOT ELEVATION I WV WATER VALVE YO YARD Ilr.:.n•.. �. � 1 _ mop - 1 3m�a I gWW= STA 6+40.4 (12-7' RT) ient � a ' STA 6.4p 4 tc 6r4 INSTALL NEW 12" 45' BEND z r4 REMOTE LF rr!- W/ THRUST BLOCK. x hhr R( 12" l%IN Wt•IER w STA 6+65.6 (12.5 LT) INSTALL NEW 12" 45' BEND ✓r \ W/ THRUST BLOCK. - -- — - ---- -- -—— SCALE HORIZ: 1 50'" '-^ i z 3 ' z + - --- - e VERT: 1" = 5' s o o o # g } 11 x 17 HORIZ: 1" = 100' iW o - h 1 0 M <w 11x17 VERT: 1" = 10' o o \— -- �I o 'yo STA 6+45.4 a a I INSTALL END CAP ON ABANDONED EXISTING MAIN "N I I \N i I l NilI N W T Z Z - �1 NI R' 1 1i1\N I\Ir I' I I CI I\I --i p w ? Itl I KI \l �. '..' CONTRACTOR TO PRESSURE TEST EXISTING WATER MAIN TO SOUTH 4n UM C N I F"' FROM BUTTERFLY VALVE O STA. u{ SI)fjI)IVISION 6+27.8. PRESSURE TEST TO BE cue $ L: SOUTH ,,// ``! T+�!` PERFORMED ON HYDRANT O IL Q lJ TH L/L. _� l f, STA. 6+33.9 BEFOR EXPOSING .7 EXISTING EXISTING WATER MAIN w y as 4940 S Tid m � 0 o -t 49�0- - - - - - - .4930 F3 0 EXISTING GROUND °t c FINISHED GRADE z z F O r W O :9?6 --.492C t k- _ 325'EF `IJ1d_ PIPE 0 , DUCt11-E-1Ri 2 j o O + cr Q O W � w =) i 9 © Q s > a v - a Of as Of - T i - - ~ ck: z 3 O a � N m RECORD N DRAWING �itOJEGT NO r nl m•.... o s M� rr, rn m N n�: s m di"� N.d o e n M 3465.005 ui'm _ _ -.- N.ri ri�i vie.rri ro�n rp n vN N'N NN SHEET Ni �"a d V v t d'O d d d•d C d' d d d d d-t 1 n 1 d C dd did V.d d'v d"P did 0+00 1+00 7+00 3+00 4+00 '+4 er 7l oo - -- --8+00-- - - - ---9+00 DRAWING NUM BLk 2 i M`1U 0 age su I„ FUTURE WATER AND WER ' 0� STA 12+05.0 (12.5' LT) - INSTALL NEW 12" G.V. 1 z93 W/ T.B. / - STA 17+12.9 (46.4' LT) INSTALL TYPICAL BLOWOFF ^�% z N STA 12+00.0 (12.5' LT) _/ �`� PER COB STANDARD 02660-7 r J1I'wwo ,' -� INSTALL NEW 12" X 6"LY HYDRANT TEE & ASSEMB S1A 17+04.8 (29.0' LT) I z a u S STALL+32.0 LF D1P w W/ T.B. ON ALL INSTALL 90' BEND 2f 5> a = Wj MEGA-LUG ON ALL CAP & T.B. —�--� c J3. SCALE--------_..--- ------- - 7+46.1 (18.5' LT) ---- INSTALL TYPICAL BLOWOFF HORIZ: 1" = 50' PER COB STANDARD 02660-7 -- - ---- '� VERT: 1" = 5' T1j a —-r -- STA 17+46.1 (12,5' LT) 11 x 17 HORIZ: 1" 100' i Z o INSTALL CAP W/ T,B 11 X17 VERT: 1" 10' u z a STA t6+7A6 (29.0' LT) NSIALL+27.8 NEw 1(22STA z 8T) k. INSTALL H°DRAM ASSEMBLY m m Ov & 25 LF 6" D.I.P CROSS 0 0 o a W/ MEGA-LUG ON ALL _ I STA 17+28.1 (0.0' LT) - - T INSTALL 12.5 LF 8" D.I.P W/ CAP & T.R. o STA 17+04.8 (12.5' LT) m INSTALL NEW 12" STA 17+09.8 (12.5' LT) _ - 'FE 'A MEGA-LUG ON ALL INSTALL NEW 12" G V. - ! W/ T.B. 88 W SOUTH 1 1 f,h.. .a VF_1-( l-' o� BLL 49',„ _4950_ L_ ' SOUTH 1 1 th. Q,\/F N!,.JC- STA 19+:7.8 INSIALL CROSS IA.B.I < FINISHED GRADE 494' EXISTI�JG GROUND 4940 F- z F- o 6.5' MIN --- --�~ 4930 w COVER REO'I + 1S O w Er +e d W o aw O + in GJi - IL Ql l - - IL, Z 4920 -- - ---m- -- - - - - - LiJ O O + ^m +a + Q O - ¢ Q O < 3 �NOpI.OlN�� O�.©O ONOI�'.ONOiI NO MO� NOl�i.�O� NnOI;;N�� A✓O1)I.iMh01 - �) .�•�,T� rO1-Y�rn,) ��.M� OAT �O�'MO� pry�)� RECORD 3m`O 4�8 17 5.o olq10 u O0 DRAWING �NEET NUDM5B fR OMB 0, ------------ 10+00 11+0' 12+00 14,00 -00 16+00 17+00 18+0C DRAWING NUMBER 3 i moo CONSTRUCT NEW CURB & GUTTER AS PER PLAN REMOVE 150 LF EXISTING W 12 a CURB & GUTTER STA 0+50.8 TO STA 1+44.3 (53.5' LT TO CL.)� w� LNOTE: 4' FLAT BOTTOM GRASS LINED 4WD STA 0+27.5 (10.8 LT) 5:1 SLOPES `-� CONNECT 12" RCP STORM i TO EXISTING MANHOLE RACTOR SHALL ND DEPTH OF UNDER-STA 0+63.3 (54.5' LT) ILITIES PRIOR TO CONSTRUCT 24"itEP-H&E� OF DRAINAGE SWALE. ElRkTE c yin STA 0+03.21 131 7' LT TBC F.ARP.D STA 3+36 END INLET ( MAIC TBC STA 0+52.8 (26.0 LT) TBC CONSTRUCT NEW NON-RESIDENTIAL STA. 7+53.9 TO 13+17.9 MAT FL CONSTRUCT COMBINATION MANHOLE DRIVEWAY APPROACH PER COB REMOVE & RELOCATE CHAIN STORM DRAIN INLET PER COB STA 6+67.7 LINK TO FENCE To ROW AS STD. DWG. NO. 02529-12 ' STD DWG. N0. 02720-18 CONSTRUCT NEW NON-RESIDENTIAL z REMOVE 720' SQUARE STAKED BY ENGINEER DRIVEWAY APPROACH PER COB STA. 0+08.66 (49.3' LT)!T3C STA 1+42.3 (26' LT) EXISTING ASPHALT STD. DWG. NO. 02529-12 = 4916.75 C / CONSTRUCT INLET CHASE PER 4916.3 Ft ST . m \ � D DWG NO. 02529-14 E v=i /� �I �l \ 8 CONSTRUCT NEW PEDFSTRI RA P - -._. ._._-1 F" -_ Z Z a a — SCALE REMOVE EXISTING STORM ORAtRI & 12"�� '� � -- i u R(7. RUG AS DIRECTED BY ENGINEER. - N _ J HORIZ: 1" 50' 3 z m d VERT: 1" 5' LL RE14OVE 29 LF EXISTING CMP. CONTRACTOR $ $ } g -- 1 1 X 17 HORIZ: 1" = 1 oo' o VERIFY LOCATION OF DOWNSTREAM INVERT _ ____ & PLUG AS DIRECTED-BY ENGINEER - d / o m w a 11X17 VERT: 1" = 10' o o w ku r I O O a O �W Q SOW N� m��J ^m NV N�I W OmU OVU iwF02 m IO +a f W Z Vj 10J NJW 0- ZZ N 'na O0 N Zwm We +LL +-1 0 , O +1�4 +4 t1 U �aa Wo map �N c� ?t\ as da 0100 °'Oa znNze am 0 �aa �aa m z0 a w O 0 <� ryyi 0,O Nz o ' zo ooz 'V V } aZa O Or O9i o n Z Zxta VO u> 0 > j0 Oj N H tY d K o N r EE 2 V Ulw S a z z N Zz O w8 wo SOUTH 1 1 th. AVENUE a o Z o W V U w N W W W Z W C V 3 �m z N �y p z p Z y 4950 m w m 4950 W m F t n+ I SOUTH 11 th. AVENUE PVI STA = 4+7721 PVI ELEV 491837 AA.D. =571.2g7 I 4940 4940 MIN 7.5' 4.0 7 1.37 MA - Soi o 0.83' t 1RE mo a ^0a 0 - ux - _- x w n SWALE DETAIL Z <� - a SCALE: NTS z 4930 0 n a I •, 4930 LaJ O + . _ - , - - - - -'-. . m a n ---L o 0 w EXISTING GROUND - - --{- - LJ 1n rn N II T i > Q F' o+ n m w '� .N a j d m m ! FINISHED GRADE Z I _ ED + N O o S u z o+Q II i o .�-- W w a 4920 w z z in 4920 Z W O _✓ - L j � ckf 0.64%-------- Q -051. - -" o ( a$ z a F- t � a a C, 491), �9 LF 132"LCLASS III RCP a� 4910 RECORD I— cr 12' CLASS I I RCP 0 1.0% 00 O Q N ,.D9. z,o DRAWING �' N N� WI LO m i� o m 10 IN 'a 'LO Ot t0 Of m - -._-- -_--.--. PR4IECI NC) O'T Q:r OOPNIIN 3465.005.,o N N iO-ut tD to tDltO tDlro n r n n t� mm a0 co rn O� O�� - lV N r'l nl O',< �Ij N m;w tOlh SHEET .005 Ot Oi OtO+ Oi Oi Of O a Z; 01.0 Otl Ot 01'T m P Ot O+ Ot O T P r� J N did d'd dd d d d d d'id d'd dlla did d d 'id y 'T N.N N.N N'N N N N N rnrn �.m rn',m mlrn v �' NUMBER L- 0+00 1+00 2+00 3+00 4+00 5+00 610: 7.00 8+00 9+00 DRAWING NUMBER 4 STA. 7+53.9 TO 13+17.9 a� m i REMOVE h RELOCATE CHAIN PROPOSED TEM� TURNAROUND LINK TO FENCE R.O.W. AS z .-O I,0i IN CONTRACT STA 13'a1.5,F.L.F.LFW 4934.61TA.8.1 - STAKED BY ENGINEER m- m z STA 13+48.0 (50.0 LT) �, UTURE WATER AND S R STA U141 3 F.L.ELEV 4915A5'(A.B.I IFCO STYLE S (SOLID COVER) _ o a <z_ INSTALL 50 LF 15" TRENCH GRATING W/ STYLE - eti +a LA GRADED O 0.59. STA 13+41.5 +� �� PROF'OSF Irt'.• �.�P.aRY 30" - - B FRAME (OR APPROVED EQUAL) TAKED BY ENGINEER - '#93#94-f1_•{lE - - IN = 4932.34 CLASS III '�'E 92LF d J d o N(, r; EXPANSION JOINT .7.)Nl RACT SSA 1 4 .3 z.� z a 1+42.3 w c 0m v~iw� �� a A:1 .iP 1 e � �_ Z x � STA. 17+20.6 (41.4' LT) TBC a ,O o' c" -^" = 4938.19 TBC _�' u ;,! ROPOSED STORM DRAINAGE P01lU FASFMF^I1 Y� 'POND AREA = 881 SO. FT. 493774 FL49 5.00"14iFLELEV.�BOTTOM Of POND = 4913.89 j e• Ir -e' Z�15.45 FL ELEV. K-3y(A.RI aoutvARo + m. CONSTP = NEW PEDESTRIAN RAMP _ BASE COURSE -------- --- --- -' 0 SM S (SOLID COVER) a � END CONSTRUCTION IFC E � � J _ u ,.. TRENCH CRATING W/ STYLE + --�- __- �n _ ___ m .� o EXPANSION JOINT B FRAME (OR APPROVED EQUAL) z a 11 1/2' SO 50 O F Q W Un 07 o STA 1 7+46.14 0.0' RT - m a m o ( ) �1 o u ymJ g u m 4935.45 TBC um m PROP. COR. --- - m m o a w ; o 0 1 J O w w ~ m DO NOT DISTURB BASE COURSE- o 00 m //,III +-- +-- STA 13+48.0 (26.0 LT) TBC -1 { 00 ^'00 INSTALL CONCRETE STORM n Ma. a s DRAINAGE INLET CHASE PER 5 0 N w o m u Soo z o o z COB STD DWG NO. 02529-14 N a Z m //p p�yr er\ ��' ur rn ~ O STA 13+32.94 (0.0' RT) a O w '" - i +o o +o o u o o" BRASS CAP O PROP. COR. +u-' SCALE: NITS z ° = c�' Do NOT DISTURB o �o SEE COB STD DWG 02529-14 N dao_ daa N NF m N O z NZ N V)a- V10 NF_C) zz z _ Fz j0 Oj W2 O� W $i Q zZ ZN w� SCALE �g $s o 'u o SOUTH 1 1 th. AVENUE o HORIZ: 1" = so' o w �Z o� z W w VERT: 1 = 5' �m w� m 11x17 HORIZ: 1" = 100' PV = 936.2 f 11x17 VERT: 1" = 10' w s PN ELEV EY 4936.24 w u m A.D. _ -1 g6�6 260.DOb&VC I _ 4950 �v i VARIABLE BACK FILL SLOPE a SOUTH 11 th. AVENUE NATIVE SOIL BACKA I - - -J PED/BIKE TRAIL O 2.0% BOULEVARD _ EXISTING ao O 4:1 MAX 1 SUBGRADE 2 s ��II EXCAVATION p rn LIMITS a ++ n _ - 14940 2 0 I FREE DRAINING BACKFILL o a O w • 1' % 1';'MINUS WASHED ROCK o 1 a m n > 3'X3'X6' INTERLOCKING CONCRETE ° WRAPPED WITH GEOTEXTILE FABRIC N rn w w BLOCK WITH EXPOSED AGGREGATE NATIVE SOIL BACKRLL o FINISH FROM CONCRETE �r VARIABLE BACK Q o _ ., i S OF MONTANA OR FILL SLOP U -- -_ -`FINISHED GRADE MATERIAL APPROVED EOUALL Q < r m m I EXISTING F" a j PED/BIKE TRAIL O 2.Ox\ .p ��� 0 4 W �•- -ROUND _ �EXISTING ATIONO LJ LIMITS d CL _ I ING L J In I" _ -. ` BACK"', F- W ae 1' X 1'J' MMus fA ROCKWITHFO( _ WRAPPED WITH , 'F X111 IF FABPIC w O N .-- o + ' 0 - INLET CHASE CONCRETE WALL DETAIL w � a- -- STA. 13+38. (0.0' LT) 4920 SCALE: NTS w -'i LT5- CLASS RCp w U W O > ISTA 13+38.,,I V"LIT I Q c� a nu � Ln Z o aw V W CONCRETE WALL ELEVATIONS Of w HEIGHT OF DEPTH OFAT BASE = w N 0 STATION F.G. ELEVATION 4920 os �4910 WALL ELEV. (FT.)FT.) WALL WALL F- Z ( (FT.) BELOW F.C. 0� 0�0 3.00 �1,00 V) N zrw 9+93.42 4927.98 w ai r r-7 9+95.28 4927.00 i 10+8 0 4 6.00 2.00 3.00 1.00 I 10+81.84 492 .66 o +28.99_ Q r n Of n N mN < O t0 NCO Y1 Cn aplm n'n m Cn c.n O`n d O 1... Q,J. -00, D t� IRO.;EL 1, / O IM t`a0 Orl,Of OIIO tV N e7 n ylf ,(f� 10 rD 10 n h Ian m'm m w r.., NP W �1 N NN NIN NIN N Oni Oni nm nnp� nn ✓1 1 n nn nn nn nn nr� nn n ; 3A6S p N OI Or M IM 01 m ,a Oi �♦ T m m T m 0+ 01 0, ��'m O,Or 0•�r �, rnbi O+� m O VO y< OV f0 <a -al died .t'f Of Oi< QQ 'o av •!a � dU a O `:IICt't io+Do a+DD 12400 13+00 s+on 15,00 e+cn e+oo 9+00 20.00 "CORD INT DRAW 1 Dl2AWIN�; IIU!NE I' ;' S INSTALL NEW SIGN � � z P E D CROSSING 500 FEET------_ $� (W11-2) j a WITH W16-2A PLAQUE Y I EXISTING WHITE SIRIPE 0 EXISTING WHITE STRIPE-- NOTES, CCC 14 4•I 1. REMOVE 6 EXISTING NO PARKING SIGNS AND REINSTALL AT STATIONoo 2+00 LT, 6+00 LT, 11+00 LT, 16+00 LT, 9+00 RT AND 15+00 RT. RECORD / 2 CROSS WALK, STOP BAR AND TURN ARROWS, WORDS AND CROSS � 1 7 HATCHING SMALL BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. V 18" LANE LINES SHALL ALSO BE INLAID THERMOPLASTIC OR PREFORMED Qroa y� PLASTIC TAPE. 4" DOUBLE YELLOW, TRUE 4. INSSTALL 3 NEW DELINEATORS ALONG THE RELOCATED CURB-LINE OF c'2. DRAWING CENTER LINE OF ;TREE' KAGY BOULEVARD AS SHOWN BY• - END 20:1 TE OF END 4" DOUBLE (FLLOW 8:1 TAPER, BEGIN ?0.1-\ ����a....�a•"`_ TAPED (113 LF) ra AA 4" DOUBLE YELLOW a j-BEGIN 20:1 TAPER j. I REMOVE 59G cT c�; FriS' '+ 4" WHITE STRIPE, EACH Sta `-� INSTALL ADVANCE INTERSECTION® j� SCALE LANE CONTROL SIGN (R3-8) _ 3 HORIZ: 1" 50' BEGIN 4" DOUBLE ,Lunw 81 TAPER (96 _Fs VERT: 1" = 5' n,a 11x17 HORIZ: 1" = 100' m OV V iRr END 8" WHITE STkh" 11x17 VERT: 1" = 10' -- �--- --�-- -- c uZ� V G ©f C? Z p z Wa 6Y< iiW11-- 4Z4 JV1 WUy�•. J .- CL ® p icy n I.� z Y J z wji V' I w `� F F Sri Z�. 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