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HomeMy WebLinkAboutWest Beall Street Paving Improvements WEST BEALL STREET _ DAVID CRAWFORD 3o.;NO. 8709PE CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA .Id I U ZZO 0 Z zoo_ � Z ILIo�I i z ml I F- NO SCALE F I 11 W 1 z Z Z Q � � IP!l4, I I'll Z. xQ 3 p I PROPERTY LINE,TYP 41 1 I!;i N I j O ° L0 w w w w fl w ! I I In a w _— __ !E� ffiSOtlfi I �rTT-I 4 In• s s s .. s �- --s -----r• •--� --•s--------- I Z /. T I _.._.._..` Ln Nov TT.e6' CURB k GUTTER �I 9 Y — —— C] E E E � I l�� -� INLET do INLET APRON I,7 I (J• Z ><I ° CULVERT I a o ENE. W W z / 1 I PROPERTY L TYP t ! > D'N —SD— SD-5" STORMDRAIN 3 0 O Q W O Ld T _ C0 • O MANHOLE w a- Z mj D O Q N 0 —S— —S�— SANITARY SEWER -i Z !, 37 —W— —W g— WATER MAIN 1-1-w Q Z`Z' r RECORD DRAWINGS � WIWIQI �W AP OVED O t7 FIRE HYDRANT M12131 w03 v1) N.(.L�� TITLE � N oa VALVE uI mu I of E— 00 J NORTH 24TH AVE. —s YE x —G— GAS MAIN ri THO", DEAN & HOSUR , INC. m Ln TD&b BNGINFFRQiG coNsuLTAMB i —E— UNDERGROUND ELECTRIC o o 4,M1A1 IALLS-aGICw.-hAllSVLu 11GN1ANA U u U It'wrsTON w 1N0w a —T — UNDERGROUND TELEPHONE Z LU o w °es - 6rnlrnl�l 1 —CN— UNDERGROUND CABLE T.V. rn E— OVERHEAD ELECTRIC L w ���$ --t GUY WIRE & ANCHOR wQ I I M ~ << s * Q % I e "• ..� I, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES W LIGHT (LIGHT POLE) 40 0 0 I T',rt°in IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING Tag UTILITY POLE Q irIxIml THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE cc - - «♦« BEGINNING EXCAVATION. (b CENTERLINE MONUMENT In m_ t - f ���a 2. REINFORCED CONCRETE CULVERT LENGTHS CALLED OUT Q DECIDUOUS TREE m m PROPERTY LINE.TYP - PROJECT O V E C T THROUGH THESE PLANS INCLUDE THE FLARED END II $ L 0 CATION I I /; y SECTIONS. CONIFEROUS TREE T I 0 SHRUB OR BUSH HEDGE CHAIN LINK FENCE ! 1 I t WOOD FENCE E-1 w , z I r ' - - -_—•- WIRE FENCE F-� CURB STOP �1 I- I m SEWER CLEANOUT W 3 to 1 I I I I t= ' rum ' d t 4 i ru• ® BUILDING 1 t r .n� 4' � o STREET SIGN MAILBOX Ia a \ _ v• _ +R CONTROL POINT F-I Q re+ 1 r 1 - - o BARRIER POST .1 1 T� r«,•«= i PROPERTY PIN y z w 1 In TELEPHONE RISER F--ttz w O - BVCE BEGIN VERTICAL CURVE ELEVATION © CABLE TV RISER C 146 + BVCS BEGIN VERTICAL CURVE STATION > U� FE Q CENTER LINE, PROPERTY LINE ELECTRICAL BOXCOB CITY OF BOZEMAN CTV CABLE TELEVISION 0 GAS SERVICE F+-1 Z of 0 DELTA OF CURVE T �J E� ' DI DUCTILE IRON / 1 GATE DIA DIAMETER W --- EL, ELEV ELEVATION EDGE OF ASPHALT �Ny O w EVCE END VERTICAL CURVE ELEVATION - --- EDGE OF GRAVEL W U s N EVCS END VERTICAL CURVE STATION E-1 F'E.T.S FLARED END TERMINAL SECTION TC 54.60 Q 9 SECTION OR DETAIL DESIGNATION SYMBOL FH FIRE HYDRANT x ,23 +' SPOT ELEVATIONS m A FL FLOW LINE VICINITY MAP 4 MPW MONTANA PUBLIC WORKS 5 i -- - - SHEET NUMBER WHERE L LENGTH OF CURVE SECTION OR DETAIL LF LINEAL FEET —1598— CONTOUR °r IS SHOWN LT LEFT W PC POINT OF HORIZONTAL CURVE EXISTING GROUND Mt� 0 ---- PVI POINT OF VERTICAL INTERSECTION W R R RADIUS OF CURVE FINISH GRADE 9 SCHEDULE OF DRAWINGS RRAD CP REINFORCED CONCRETE PIPE F+ RT RIGHT co SHEET NUMBER DESCRIPTION R/W RIGHT-OF-WAY UTILITY LINE IN PROFILE SF SOUARE 1 COVER SHEET BENCHMARK' SS SANITARY F SEEWER w� 2 PAVING AND DRAINAGE - WEST BEALL STREET STA STATION q FIRE HYDRANT #458 Sw SIDEWALK CONCRETE NORTH SIDE OF WEST BEALL STREET SY SOUARE YARDS a BETWEEN NORTH 22nd AND NORTH 24th AVENUES TC TOP OF CURB NORTH CONSTRUCTION 0 TEL TELEPHONE REMOVE EXISTING ASPHALT ELEVATION = 4787.06(CITY OF BOZEMAN DATUM) VC VERTICAL CURVE w WATER S EET NO. 9640—CS. W SHEETS RE/C)ORD/�R}�AWING�S���J� T'h' 60'-D" DAVID J. CRAWFWFOD ' '.NO. 8709PE j°f TD& a +ocU►!a QiG 11'-6" 37'-0" 11'-6" PROPERTY LINE r�OB �1 ti ONf_ In GRADEPROFILE FINISH GRADE _ 1- PROPERTY LINE 2_O CENTERLINEOF STREET= 2-O" LL TOP OF CURB LEFT AND RIGHT TOP OF CURB 0'-9" ( ) 0'-9" az0 T_ / 1/4" PER FT. 1/4" PER FT 5'� I j U ao I I II Z Z00 > Ko I ml V)21 O 1-5:7 NOTE: FOR CONCRETE I U1 4�CBOLIC CROWN SIDEWALK LOCATIONS z z 2 Z ; a `^ SEE DETAIL w 2 x Q 0 a F-: NEW CONCRETE CURB & GUTTER e m N (SEE COB STD DWG N0. 02528-1•TYP.) a o 0 V)J w 0 n n 3 3" ASPHALTIC CONCRETE SURFACE COURSE j I x Ld Z a w o,i Q 6" CRUSHED BASE COURSE - 1" MINUS I j U N o JJ Jmact WKaja o 10" SELECT UNCRUSHED SUB-BASE COURSE - 4" MINUS NclLj� o�jU¢ mw 4w m4mN roZ� m 0 50' 100' 150' VARIES: 4" MINUS PIT RUN GRAVEL EMBANKMENT PLACED ON y 0, o ^ ° ±o i 1 1 1 1 1 1 I I PREPARED SUBGRADE AFTER TOPSOIL REMOVAL I l j U z O z a wo 1 1 z N c�W o a IRO W S C A L E NOTE: EMBANKMENT BENEATH 4" MINUS SUB-BASE COURSE IN TYPICAL j o o Q z� n o� o G t zo 5� vo x c W J J STREET SECTION IS INCLUDED IN "STREET EXCAVATION" BID ITEM. w > W N �"m Q W 0 ORa _ �U ~J Z� _�_ x �Q TYPICAL STREET SECTION wa _Z I Inw o ^_.-U on< ,�u w �I O S� w% UO M(wja� -a�W O J Kro a p1n 1-N 20 1~/1 +Zw `w'n0 jW w m+wQW In �z p0 ua 1 Q��r m,vJ �m NO SCALE rvvJOw a ow zua 1 ! vlw o� 0 zc=i BUJ Z fZQ9 V�p2 mn I NmXQ �p v1�N1A zow= �w I z�a0� wl z"'Ilal�QN ,oL m"1 m �< II ��' oF�z _ ~ �I�I�I rO�1 w03 K aoovoi n,00 N i ,Ouii i `"?"'.- W w�� W I L) '�"" (Ct1W �- c�c� E- cNj W k- Z .._.., I i' _ __ J c� °, 01 ¢;� N K� Of UI UI'rl W In W m o z ?w.-. I I 'tSL J °ju rn o a vmi ao o '� a o NOTES: 1 ADJUST MANHOLE RIMS AND WATER U U U U �o as zwzo Q I ez > ry rva �n mz ) EXISTING GROUND (VARIES) w z >s -' I I // /^ Q F n Q VALVE BOXES TO MATCH FINISHED -Ay- p �w w w Q Qa zN I umz W u3 uQ 0 yw um GRADE ELEVATIONS AS REQUIRED. N, Z Oct, Liz QW,wow I N j z u f` mo z �g Ir < 0 2) ALL VALLEY GUTTERS ARE 6' WIDE, TYP. GPSG CDT Ni Ua uUzo _ �U n �3r v U 2' O n z z x z I U i I In w Nw N In �ii BENCHMARK 3 CULVERTS SHALL NOT HAVE TRASH DITCH N >�I 41 I w z1- - ✓ MATCH I 0; z; z>-z z; z3 NORTH CONSTRUCTION BOLT ) wKnI�INl coiw mNvrZ 1 91 1, a I /t FL=78. P ow w ow Oz0 - ow ow RACKS. - MIN. �-• 0 � I ( u z w u z u u z u z ON FIRE HYDRANT - r v ao a N -0 m a n Z p a U I� I � I �/ � � ao � �'/[" I ELEV = 4787.06' 4) REMOVE ALL FENCES WITHIN R/W _ -�� I_ I ?.1 r0 w FI 1I�I E (1 a Iwil w no J m u ' o y i P CQN00 D d ; 1 I" ` 5) CONTRACTOR SHALL GRADE AREA 1 2" MIN. �`• _ �IOy 3' RIPRAP a ¢a¢ �'O I I BETWEEN GRAVEL DRIVEWAY AND (�'� __ _ p 000 CL '� �J I _ RELOCATED IRRIGATION DITCH TO T 1I-1' I I I oom rc� ?aa; -- I N I( / �� + 0 GHT' '�- I 'u - -- _ T �2, 1 CmilKlwl w� o \ p FL=79.tlt3� RIG 40' B D UNIFORMLY DRAIN TOWARD DITCH 12" MIN 1' KEY �lol Yl J In m '� _ FL=79.96 ELECT F OUi=79.85/ _ , FILTER FABRIC I I I u m �? / 'n FL-80.26 �1-TV PEDE A g - W W�— >_ >>> w z'� I u - 193 -_ MOVE SET OF 3 EXISTING BARRICADES �I 1--1' KEY m m m m ti w x S1� i ELEP ONE PED STA I , ! _ ,... TO LOCATION SHOWN 30' LT OF SEE PLAN FOR FL ELEV. _m _ — 6'1734 STA 0+70. ��� NOTE: NON-GROUTED CLASS I RIPRAP fO BE PLACED ALONG 100 LF p u '20 32" � L 3T 0 DITCH, AS DIRECTED BY ENGINEER. m _ x z in o o ao 9 J- TC 84.39 TC 44 i.- / / �? TYPICAL TRAPEZOIDAL o --- DITCH DETAIL 3 0. a^ 015, W '' 1' '"� lC 9 I 85 'i NO SCALE m�m TC 85 L=81.14 1. Q n 3 F.y FL=80.82 - C a W FL=80_76 ro s j 3 F o w w V ' I c; No 0 p ' a ?w ( i'� H Z � U NwOU J K Q W ME Z aQQ o r z 4 v a 4 OZEA l z z W N N W UWN'JEj V) Jk '..� W J V' I� Lo 0 3 PROPERTY LINE 12" 60" Q OW W J� Y W OIN x w r �J^mJ K_u U Uw w F Z O o O i o ¢ zo In p gox .� c�z In InzrvNu o> >0 0 P Z� U ZO 1-Q O 2 iflmK �'1z o ?O w & �� ao zF= x Q x a 1-- 8z �0 0 ^ ti ez u~im 3xu W - -�I�" d o Y z InN u uU s Nao wv v ozn- 41z a oo O (Y / V w Qnn — UOJ 1 m-, Q UX�Q (Cv XU^I. V1Ya OQU OWO 1- ZW F- �-Ibi / J �� z _ �3 c�im 0w i m woo n� o n +emu U� c4z mv� SLOPE 1 4" PGR FOOT TO STREET—- Ic Q >0 / �t' Uo w� Vf'ntt 32 jp ]j 2>ry N Zw y "gyp¢ a�N 3i��n aiw �u `f w0 - I �N / Z Da JW U wWU.~J..oNN NU Q�W O OJ.-. m O~N >O KZ I I-/I�v Z ^7U • _ FF 1�1 m 0 ` m voi0 0 w3 z z3 c 0. v .60, U ww uww +a0N= o�i Qzw I ll- li - --II Z LLI n Nw _w w o"Z pz0 oZ Q w woo rcw n uNn Uz v~0� �-I Ili_IHl 11 11_..._..11 II. Q z x J1, z w r �z Uz r u wa11 04 �z0 wwotn I r�-� Z r^ WO � z ;,.� w ci1A 'o WZw +r x� > '.. OF V1U2 QJw o i 2o0 omen wry zzF w 5 Q iCL _� 1 0 zQo Qw wzaa W7W ono �coi 41 v13"i!u O Q V) Q z, �a wx 1 w a n zu o m 1 n COMPACTED GRAVEL BASE <J -� QQ zU z0 V1J i�QQ 4" MIN. THICKNESS �/K f W 3m �„ Ko1p Z `j PVI E I L =8 I STA = 2 09 TYPICAL SIDEWALK DETAIL 4 a4 o J 5 ROWN I EL = 85. 4 PVI STA = 3+2 .57 NOTE CENTERU E PROFILE E UALS TOP OF ;rzl F Z Z Q P I EL = 83. CURB LE AND RIGHT EXCEPT WH RE LLJ TF ANSITION 0- VC D' vC 50' VC SPOT ELEVATIONS ARE SHOWN. Q Q 4790 4790 W IIr^1 A-`0 mn Ao mw L1J V 0 +viz +vi +4 + . + ^ ' /� N m J m N t0 N M 'V �..�/ N W Vt W Vf II N II z m,?� » WU u> U WISHED GR DE EXISTING m Q >w> 85 85 EXISTING GROUND (VARIES) Q ►-] a — ---- - � EXISTING GROUND � m .�(✓� n - 21� [✓P > O 4780 Q V 4780 m DITCH MIN. 21 MWM N U r z w z q.l ?.' ? > WQ a Q >w K 1 ---� E-1 Z a a a ISO]ry U P W <Q 'W� z 51 a TYPICAL V—BOTTOM o f o owl `1 5 +< al DITCH DETAIL r2 +w + + +++ + + + 1 2 3 4 50 5 6 7 v 3 CENTERLINE PROFILE SHEET No. WEST SEALL STREET 2 B9640-3. W HEETS