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HomeMy WebLinkAboutSID 512, 519, 520, & N Wallace Ave W Jan. LEGEND _^ Esst�nq Cvncrere Curb — Esieling Aspnall c Pavernenl Esleling Walk i II—IA -SSA— Eiiisling Sonilar Serer nn 1 I` I - tt'd Ee W ls9inq oler Noin L 'I II mtf -G� ELlslinq Gas Main Foisting Sturm Dtuln I- - '7Y[_ - uL - _ rr - I�[-•r �1 �_ --_-� Ear$ling culverf 7 Existing Morhole Iti T �' ! I --{� EeistUnq Fr• HYdront .I _, -- i � PON M POI$ � r I ,^,..� �_ ___ I---_I ���~ ' �ly-. I.�_--I Crr�+E J,��II�.-__�'l - r,.ei,. —�I I r-_ �_��� �--�-�I___��_�,.--`rr-`,lrI —�r4' r��_,��' ,•I _k'—.r_r- -_ �(__ _-�—� `\�, \ — H-- -�-- i Si gn S I.D. 520 SLD - 519 Guy w'ra NORTH WALLACE AVENUE Hodge Wire Fence Ditc Center I,r, Monument PUG— Underground Power Ca bl• —TUG fi1 Underground Telephone Cable_ Nrw Cnmb-ned Cvrb 9 Gutter ti _ - -� 1 I I .� -�I]TSUI0 - Nrr C.oncrele Alley Aorar I ) iJC t�!L11� �L i )_IT ZItJ T�r -� r I �01��1 Crl T T IT 1 I 1 m P P1T _ 1 r � � l L �� �- — - -- �_ New Inlet B Inlet Apron _I J_ � � ` New Monnnle I II r_!�LZII(I_ I I I I- I �r I II_I_ 1 I r JL� �s tc�` = �1 '��L1L1J-LL Now �r l ly fines V L' ]w' u — -- -• ----a Yer F re Hydrant lY JOB r"�G' New 01111.ty Line5 Or Other Improvement Shoals not�Onn, �� as y y, tryUT' h• fdxl' ! >� [ I w rl iGTE L m mr_rl� I° 1 GENERAL NOTES `1 c t7 }sl C S,1.D. 51 G. 2 I I II L 5freer nrereecllans curb ,odll fholl be IS AI ol'er Told sall be 5 1i2' 2 Alley oprans lahbe constructed to bock edge cf y �pII I N D E X �^ w I ! I �I I,I I, e'dewolk line of one front frnin she property line ILLiL DESCASF-IOFi - - - � � �I i .l I�`t yt (�I ? Corfrocl n ar shall notify Utility Company , writing and shalt be respons,ble lot tole eeect I 5111 Location Map - L JI � location of oil existing utilities oefore SID 512 - ` 21"4 $aulh Rouse Ave paving .4 �f I vsitmC stT f ll heglnnrng eLcavarian 536 Sa• - 1 _ — � All power, telephone urd Motor u114.1v poles ar �th Block Ave Povin a ; i 4 I t I "r i' ' I Ir I' s which "Ierfere w it, tee conslruct-on 7 5auth Tracy Ave Povtng '� p Y 'J q Y 6 ErJst Cdevelund, Garfield, Lmroln SI paving _L .RT shall be removed or reloca►ed ov olhers. 9 Cat1 rAnson $I Pav,n;l - �L e� �-� fee esacl site and nuTber of free{ to be I� Hereford St. Povlrr7 '� ;� �,\ - ° �, _ y'� ,$moved shop be determined of the r-me of II SadlrPouse Ave SIDrm SnwerL l \� In� �t, 7r consrrucllnn I.' Herela•d St 3 ✓Eosr Mason Sr Corm Serer 3 Ur mo a Slrar.lwe GelalS I I I I' - -_ _- ` -s- userr - - a SIDD $t 9 !— � 14 fLa-lif Mendenhau 3 i o51 Lrsmme St Pnving Z�n1h Ponng DRAWINGS IN THIS SET HAVE BEEN f x n t weet Beall S►Avea Poi b Storm sewer rk P � ti �l REDUCED TO ONE-HALF THE ORIGINAL SCALE- N0t1TN WALLACE AVE _ J iT N.•tlh Wallace Ave .'avl•sq ( -- - IQ Miscellaneous Defolls oFvfafoPK —PA1r 1eeG� TNOMAS. DEAN NOSKIN5 INCS_I.D. L O C A T ION MAP et BOZEMANt MONTANA _L$ - - U�Ir r�•ww l[.L�.. Lr 4•rL u�q t•..ur.ru . e ► I CyGINLfRINGCONNOLTAli G"FAIFALLS MONTANA LEGEND & GENERAL NOTES " ., " N o Note All stationing is based on o'lstances. Prof/le grades Shawn are bosedon actual back 0� CT li a C b a Q of curb length. See curvedata k �" 0 N �� -6 \Q 0 for back or curb curve length. QQ QQv � PVC y � h � . =3rn� �0 V) � i m� hmC %L m00v °m No o,� h\ V C rn aW�. � 'h .�N � � � �' F • 3 ro rnV ,. �. C�, pjJ rb� xJpJ f11co -r n 70' 80 90" 7429' Bo' �0' BO' \ / -_ 8850 70 --- Q � ' 2 3 4 SOUTH 5 6 7 ROUSE $ 10 II AV 12 13 14 I �5 7O, - Bo, 90" 90' 90' 60" 80 - 75' b�h B8,64' --70. --- -- -- T I r U) U 0 � y my � � m my U) z �' o o � v ep J o � w �a � 'v o W C �� v) x ° W bhp v � U) + Z 11 p 0 0 o C o� > 0� e Q k h Q N 10 Q P T , � � � a Jaea ado, Q � a, � 1� 8o ro of west o �, o � h construe/ion 31 bolt on \ C V m ilym v J b a fire ,hydrant at /V W. rr corner S Rousec East j 0 o v �� o f ° D�0 v ° J C/eve/and E/ev=484278 nQI Ii cnU�(1 Nv u ' 0QQ � ult ulR + n � U) � - - f 0_ -_ -_ - -- - - - - - - --�_ -r - - —�- - A T C U 8 _ �Aa _ PI E e S Z 1 -4860 1 ' j .4.4 -90 a M _ - --- -- - a 4630 . —� I� �� »�� — " x� ---- I 484 — � T CURB - - - -- �- - -- ---I W E L4 r f _40_I a - - - - OFJ�i� - ---- - - --5 5 - - - - — — f P I /e 4�00 I ill 35 • - -•_ - _ — _ _ _ -_ — __- y — IT) ^l: — O . I I 1 Cl, - Qj —t - h, II 0 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 REVISIONS I ^ SHE[T n0. BY/C DATE'O"73 .eSIR_.A5BUILT �S-E E f�cr,ix 1972-3 _- DRAW. GN JOB No 4-4-'72 THOMAS. DEAN & HOSKINS INC. SID 5I2 SOUTH ROUSE AVENUE l8bun S, DATE - DESCR ___ _ /�-S"ve,t DESIGNED ✓� �/� F B NO/"=SO HO//Z. Jf- �l/5ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN MONTANA PAVING DATE DEBER APPROVED '�� FILE NO _ SHEETS � lb � X Z o y� i a �v v z zt m3 C �� Z � 6J6 j� ti� � � v �� � � n � � ' nC Qo h ti h J 0Co 3 3 v V� 3 � V o QD 1 to w 0 0 b R b V Q Irk O:fc h h y C f n\ x w C O j W x— x x x x F 3 14) i h C N J ° �X _ a ti 'n cn cn u)S u) u) w 90 9/. 0 , \"00 1�5 17 18 SOUTH 19 - - - ---2�AVENUE� - - - - - - - LT I0 I — - --- - 90' /29 9S i V v a w o v t p Z v� atie v v o ZQj ^ k m 0 FR1Vo3R qj �rnl� °' � 0 v Llj oip v ° � N ' m\ C ��� � �� � U �, '0 N a o Ul F Ib �\ o �3 ��� o W +u OI c� u�1� 1� � V�� � R ° a�Vrc4 v u, "o n tov toy h ti� �h v - - 4870 � 16 �. � i ( _ - - .r� I _- -Yl - �AS CURBTV 65to4o -- - I 6 ---- - L. - I - - -} -L-- - � 113 vi i " !► - i 6 0 - -- -� - -- -- - _ a 6 -- r r . -- --- - -- - - - I - — , Y • ti I d, 55 b I h mj q b �� • N ll N to ! 4 8 5-0 -_ .4850 4870 I — I I t I , ` I t ---- - -- g5 _ - - -- - -WES CURB /r` n 63.9 -� - ---- ---- --- - - - 6 I _ . — p6 � ` T to4 - - 1. I 60 r I y I _ 1 - o f 0 1 I - ° - - � - �J: $ - I U p 55 - �- - -- .j ] _ j v.' � � 5 5 8501- - 4ill"ii 8515 16 1718 192021 23242526 27 289 -I--- -- 30 �4 REVISIONS n.ccw o�TE lo'Z( 73 ocscn.q5-_CONSTRfIGT6D PLgNS o�Te .qAr�; �973 nwnwN_-_ G._N Joe No. 4-4-72 THOMAS. DEAN & HOSK INS INC. S I D 5 12 SOUTH ROUSE AVENUE 18 SNEET No ogre ocscn - /`=S !/erL ucslcr+Eo_wFLL r e.No /63 TEBOZ EMAN MONTANA 3 o♦TE o¢sca su�E/ =SO h'or/Z. AP-VED4 �' ENGINEERING CONSULTANTS GREAT FALLS, MONTANA PAVING 9HEET5 ILE NO. a ro � y � � �0� � � �0 w U) ev a ° �o � o 1� �1 0 nI No rn AoP oxirri.�t�/y S/a 33000 Q J �S Q 1e ll , O✓&A ate/y ° M � Q �V �y r\10 91 x 0Q a 0 D e Q) C 1700 Cu R- Aca valinr, I , h 01 i 0 X SX tj O N _ Q G7 W \ b N Arid! e /9 u.Y'S. Pi/ Pun to�V C N 11�Q� Ile W L � . � S� o� v D �x O X X q ¢, J (n �� �� � �� Q �� `I ��� �ro� �� °�a �rne EAST MASON ST. 30 SOUTH-3, - 3 33 34 ROUSE 35 36 37AVENUE 38 % 1.5 16_ i i O I C �Cuive De/p -- / I o a C d =49 2440" 3 o �� Q� Q� 0 z �ro 0 �' J i4a45Ecurb x3s1 41 �, v ° a� v m� 0cD U + � Oa v v ? oo �. Q h� v �� rD N i t �CurveOato � ' �� v v o� � �� x� vrb � > n,� NNuv 4 = 90`00' 1BPPG � n1h�� R= sSOfJ' �Z 3� o �' � V� � � :� "� T v `� �� `� � v t► r)+ v �1 � � v� a0J bl �2 fJ v y �r T=SSOO" 2 ak y J 0 J D ° ham\ v ID K k 0 v O D C rD ��� G -86.39' 3 Sta. -4/fo- ./BIn- �QQUV' �� � � �� `) �� U �3� ��U` � ��� ���� 5733NCurb Gsh Sta/kdN/onument //5455.Curb Se at//Box. _- - -- - - - - --- -o TH B - - - _f - - _ - — - - - - -- - o' � s 4890 - - -- - -- - -- - .y _.. - --- -- - + - - - - 3 -_ _ { _ _ - - 7 EAST - - - - - fl - - -- - - - 1 V - ; - - {{ U % 860 _..Q - - - -_ - - --I -r 0 - _ - - -- - - - - - - -- - - - -f !/G - 7- - - - - _ _ - _ - - uv 4870 - - - - - - -- - - - - - - - h v � "{ SOUTH ~�t IoS - - - - - - - h /ot�' , t/c; so uc. 4 8 7 5 __ - i __ - - - - -- a� r -- -- - -- �C I k V9 � - - - - --- 6 - - - -a - -- -- - f3.6: t .o - - - _ J r�- - _ _ _- - - -- q; - IC b - Un 4860 7 5, _ - I _ } f . ^ 'hl _- _ _ - - - __ - ` _ - Obi a {- : N �4 - - -- I - - I -- I - - _ - { _ 14 * - - - - - 30 31 32 33 34 35 36 37 38 39 40 41 14 16 17 REVISIONS THOMAS. DEAN & HOSKINS INC S I D �J 2 I HEET NO Brcc'N! DATE/o?��3 DEB— A�-co ra�c�Eo P�vnis - DATE AAr/�%�-3 R.vN ^/�N _ JOB NO g4_?�z _ SOUTH ROUSE & EAST MASON Br DATE DESCR / S Verf DESIGNED v�V[_ U i.B NO /6J PAV I NG 4 Br DATE DESCR SCALE/ -SOflOr/Z. APPROVED%) �'; — EaE No__ ENGINEERING CONSULTANTS GREAT FALLS. MONTANA �BOZEMAN, M ON TAN A SHEETB I B M#287 Stamped Sta/of34.2 To/2+3.5 Sty./2t35 Ended N bolt on lire hydrant at � co swlf_W/L fOfConc Li/7C0/ . r7� South Black / ASPha/t Pd v� ¢`Jnsta/led . Curb�Gutta/�O 4% "9 E/e Concta A-f/�aJm/w = 4562.40 � � m , Z Sfa./D*G62To/2+35.0 6Q BM#2B6 Stamped {/anc�e v b 0 U Bu./t/99LFOfCox. % j �� ,U 0 ba/f on f>re hydrant at p m o +D 0 v k Q 0 k " CuibfGuttev®0.629e n1 V y p I g Linco/nE South Bowmen h aj y y y 0 h �. 0 ti `u ry 0 Yv Op LL y 0 E/ew =466407 �\ C\ � � C\ 0 C� 0 w c) 6 " 0 p ti\ O � � \ ti� � �� \ U Nil p � w oG CurveOata n q 0 1 ti Lj U C Mai MV J x Q 4=/7`3o'Lt m C C V� C U C Q U O S a U hU �iU N a m o, � h �� a` c� Q ` ,k�u3 ntoao MSC m y z 0 � � V x N \Q N U P\ T= 7702 l > a / M N m b N* v N U pp+ a > � N � u'l NJ N. wm Nw vQr) C Ib o O N U M S nx /4 7.20EC&rb a 0 OUH C pj o U AVENUE I �7 / w6,f - o q6 0 `cco Qj 00 �> �� � �tu �� C ��0 0ti3 �� 0v'6GN z �ro '� Q Q� m � v � th\ o� � � h i c hqu o NJ� • ae . � � /� .� � � h � � ` z OY � UJ NJ �� � DO y v v � l a � o � j y 0C � C \ m � nC � C N\ NC RJ NFU Nw� N - - - A 0'4880 v - -. — - - - - _ - _ _ _ - - - ,11 617 PI few=6 /O - — - - -- - - -- - I E R- £fie 7 8p70- i /2 _ a - C u - - - - -- - - — — - - - - --- 870 - - + - J, - - -- y D' VC: _ /00" VC: -- - Y.C.' - �FSa - - - 4880 - - o' vc / o' v a _- f- PL• lei- a - •`4illu` CU - 75 r 010 _ 1 I " n 0 -_ — 0 -_- - - - -- _ --- __ G5_ - - _ - - -- - /7 - N _ _ 4 8 6 0 a. a, -- -- -- - _ -V; Al*�_[__, 0 V _ 0 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 REVISIONS 1r,1 ,re 7 DES R A5 BU/LT oq.E Flpri/1973 RgwN G H oe No .7-4-20 - THOMAS, DEAN & HOSKINS INC S I D 5I2 I� SHEET NU U,TE DES.. / 5'Ner t OE—Ne. I'V E Ll - F . NO /63 SOUTH BLACK AVENUE ZIP / SO SCALE APPROVED fNorl z. x iXS`�� FILE NO ENGINEERING CONSULTANTS GREAT FALLS. MONTANA �BOZEMAN, MONTAN PA V I N G SHEETS 5 O,TE OESCR W w Q W r Y p z r) m b v Q h0 � W u 0 U N ­� J C R Ln Q Sta 41/5 y rn _v�s-r�ct:ori ry p q o h w h o J D V co Q v d V C Iz []Built 321 F Cone Header N Ll ti ) U C \ m n u .� F- 1 4 \ ni N u 0 \ �curvaData v 2 °c Y m:t 1� i 22 v O.; U R =37000' ~ Q Q U C � � �� �0 7s, z& O �� Y J bIn J e C Y=/48s3' I� p 0 v /4//O E Curb ". V ^ V b L i =/2 5 00' 0 p u, Q - ^ /55 95W(fu,-b m / N = m h 0 m Il�-, iL LE V 96 35' m 'i v h v It SCurb =/67 29' 'Ilk-, lM1 V IV Curb -2254 p 2}a _ - ` 2 -21�= _31 - I n or , Q U) _ CAROL PLACE 13(c SO SOUTH BLACK AVENUE `� y ,0p v v � 0 J O V -1- h1 0 M v u Qj C'4 h �� u n a v i J ' a� 11� o ;oa fob 00 rye j11 rl maim �mvvti �� � �m � c. cNN ;`y i KAGY BOULEVARD F I I ;EAST C RB Rl _� a j _ -8 SOUTH C B PIE/e : 4 90 55 4. 8 8 4 4 _ - - - — —-- -- - - — --- - I - C 6 -- I` S i U ! f ! - j ! �40% - 7�3' . 4850 _ g8 �_. 485 -- vG = 85 �3 - - - _--- - - - - �yAl 0 45 h I 45 4_8B-Q -. Errsf'r, dam, — 3r I h e4 l l0 0 - p -_ U - � -- -- - - U �� 0� hu - n,U -_ ti 84186 ?. i - 55 NORTH C I�B .� .h � + - 4 8 9.9_ WEST T i, - - - -- - - - - -_ Q C RBI / o" v. C'U - J oo PT /e `=B4 s 5� 1. _n �� -� - - - 4850 - _ 8a _ 4850 45 45 Tu, Fxts n 6ro nd I- C: -- 1 Uih kt __ $. T" N�l ---- - -- - 0 131 ti,U 1 31 27 28 29 30 31 32 0 1 2 0 1 2 3 4 REVISIONS D.TE//-/-79 ❑c-R As- CONsrkucrEo /'CANS D.TE F7P�il -AWN Gf-/ ,�,allo - _ THOMAS. DEAN & HOSKINS INC. SI D 512 SOUTH BLACK,SOUTH TRACY,& CAROL PLACE 18 SM[ETNo ,. DATE DE... / = ocsic�ED w F U E a No /63 ❑.rE -ALE/'=SO'NO/'/Z. . RO 2E ENGINEERING CONSULTANTS GREAT FALLS. MONTANA �BOZEMAN, MONTANA PAVING CCALE NO �HEErH + IXJ a e m a 6 . ke ry , eoo �� QI k k o C V Q� � b � b h�° �.4,'� �� a B./✓7 "29/, On Fire Hydrant `(n /7 In isecf a 7 OFS Trac h -� - \ f to Q• And iSagy B/✓d. y Ci� �� �I \ Uf m3 roo mh 06 p 6\ N3 QN tivo + rov r\ C Nth � o SOUTH TRAC AVENUE 1+1 -------------- Note= From APP�oxirnate/ Sta./4+08 To W Crib°/653A' y 4'Cur✓e Oates Sta .24fSB .E�erno✓e APProxirnet�/y d=25 48' 22 00 Cu YrJs Of Sub-Exca✓a f ion,And \\ P/gce 2 _00 cu Yds.Cf Pif E'un Subbvse IT=379 99' a 7 = 7989' Mate�ia/As Direct°d By Tf�Engineer. L==/5708 - �— -- -- - - - Exi tin -z — - - -- - _ _ I / ' V. ._ v .3 1 f 4 8&0 36: r� ,y 0 -- - 870 ti, - * - MCI L _ _ - - - - -T -- - - - - - - - - > - - -- { I % - _. . -- -- i 7I lev .3 O r �`-EX I � - - - - n - I 00% 48 - ro IjI 4870 h_. a � _�_ WEST CURB _ � i 70 0' 65 /s o�, - - - -- -- - } h 4860. --` __ - - - -- --1- - 0 �;n -� - -t � --- -�— --- - -_- �' 2 2 I x 2 2 3 2 4 � 25 13 14 16 1 1 9 - - 117-7 — REVISIONS C THOMAS. DEAN & HOSK INS INC. S O U T H T R A C Y AV E N U E p1 � , GATE //_/ /.j DESCR A5-Co✓5,et1CTED ✓ELM( DATE �Pl'll "9? DRAWN v y - JOB NO¢4-72 S I D 512 I/� <HEET NO. p♦ DATE .. DESCR / =S ✓,/ert DESIGNED�W/ F_ L� F R NO /6-3 PAVING �}.(! 7 DATE DESCR. SCALE / -.SO//O/�/Z._ APIROVED2 - -Ar FILEN ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEM AN , MONTANA HEETS v N a w w v h k p ro � 6� �� Q a ° O + �i nkV � o w v w o v �� U °� ph o c o r ~�, -D `",'° ° ° w o o � � ha Boa oo p u ov cn v ° n ° cnT h_ V h Z� hQ� U � , I - --- _ E LEAST GAR-FIELD W. EAST CLEVELAND o ao c;EAST LINCOLN --- - x p OO - �� / ,0 - - 90 90' B.M-280, Toa OF West U ► d�anf At Inie�sec tio� y — -- I ° % o l u1 U V7 ti O of S Rouse ytE C/eve/ar"d O � � aO� -IeV =484278 nk 0 Q * ply (n � p j ^ � EAST LINCOLN ST. J 9140 q q i - or �C07C CurbfGufl�r —T F• - - -I - : t 0 3, S U _ -- --; �- - UR %SOUH CURB, :NORTH CURB �- - 0 --. 4840 fog of ! 4840 I o I 4845 4- 4860 _ - — - 4835 ° i t,^h 4 4840 - o v 4855 _ I f Aft iV F; AS T RUtl _- 4/10 r,7 - - - - - ---_ �S -U T4845 C - _ -485N TM CURB; 6 ' 4850 4845 48604 o --4840 4840 845 4835 483 5 4840 4855 1 14 Qj 14 . --- -t -_ — --- - ty� 1 -- 0 I 2 3 6 7 8 9 5 6 7 8 9 REVISIONS THOMAS, DEAN & HOSKINS iNc. EAST CLEVELAND, GARFIELD, & LINCOLN a, 5 D_&Zy--j oEs<R 45-CO/V5T,eUCT D GLANS A,E f7orl//rJ'73 DRAWN G N oa No �4 7Z S I D 512 I Q SNEer NO e1 UA- DE<<R /*=L5L-�l'�ver—t ocsicNEu ./WF U_ r e No /63 Q R1 OA- UESCR ALE / =` oWor1z, APPROVES% ruE>o ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTANA PAVING 8 SNEELS Sta/t049ToS�G42 Sfa S{oOBu./t SDI Sta ?�?S j Sto 6to5709+957 See Sheet/Jo. 5 Bui/t 490 C F OF Jn/etf42 5� YGs Bc�.Yt ?-�z SQ yds. , $u//t 375. L.F Of Conn-trCirbfG�/}�i Concr�/c Apian Ca-rrrf Ti/mot AP on Concrc>PCuibEGrifter � EAST MASON STREET - — ------ p - _ _ I 2 !3 4 1 � L s sue.. v u N >� hl � C� b i j 7 - IV _1 T Z v ° v \ AST MASON STREET O of o r` e s — --- co co _ _ i ,4 ` � Q 'b O7.U.G. Z B/1L7 238- On Fire Hydrant C b of L b b *l3 J Y { >nte/Section OFSGYi//son � � � � f � A o J J �EMason E/e�=48B/ 22 (n O / 5/,,/0,.36 E:To/4t00 co Bu//t '311: L.FOf See Sheet /Vo. S- rr 5,OL llG NORTH U R - P Z/ ✓ 67 4 I 4875 gy iI 4875 Lm— Tr so' vc - - - vc. co Mrs - I�dR H GUR �_ -- — 70 To 65 ti' --' - - -- _ I � 4860 -10 --- - - - 48 5 - - - -- -_- .-_ X I QU H R - - - - - -i _ BOUT vc j.CURB � E I SO 7 5 7 70 6 . 9 10 7 0 486 V I - - .�_-- — - -- - -- -. 4$ Q -- Vim -4= - - h �_ h ti a h D h NI map - b I - b 1if v '�o; 0 I 2 3 4 5 6 8 9 10 10 It 12 13 14 L REVISIONS-L/V>ik'bLiL D PZAA15 - DATE APri/ >:'. pRAW G AAGadn 4-4 -;2 THOMAS, DEAN & HOSKINS INc. S I D 512 EAST MASON STREET �8 "EET DATE DfS.R - /°=see,-t APPROVED ,' r 4/ E R "o 63 BOZ E MAN MON TANA PAVING " ' c /� Gf yy"� ENGINEERING CONSULTANTS GREAT FALLS. MONTANA Br PATE Df SCR SCALE PPROV EO i/c/sL V�6P--- r ETS v n o O O P vro \ a k u v + k h k 1 v k \ 0 + o N h� ti d 0 h 0 +� h� ro k m 0 v ° ° j N � * a *oj h 0 J o vQ� OokO � � � ~� QY Q� �� �r �� ^ ° � � tO � O 0 v N V o C o u u H v e M A/Curb=347 z' 0) d' ° �t p h o n v K 0 + tD * • U dj * O Q h U v1 0 0 a J a tl C 5 curb°33/o' J J N J J V m nv J J r \ U1 v M J [iCurveData w + 0 ro SO tD �%A to , h d=2S'OZ' v to In ro v v J i R=776./8' v HOFFMAN STREET =33932. Z A - ?- 13 - O HOFF A STREE) ( T j i ,4' x � - a // v 9curveoat� Q o a=/9.05' N R=50000, T= 7957' 11 U V , �j Curve Data /c=/-5780' k NCurb°/63-6' n LL1 Q 0 O �1 y 4 =42•/4' \ , Cn APProxim�fa/y S>a.Of 0 e Rt R=96 7/' S Guib'/52.0 P To tz5 P�inov�A xiiha /yam v T=3735'/ M O J ~ 00Ci Y s Su xc a vG flan, v d Qj V G Lc=7/29' p1 0 ti And ni�c�/ u Of Pi/ Pun 0 ^ V 7 A/Car b-57.7' V = Subb a Madoria/ As i�d Ih y �, > Q ^y h S.Curb=84.9, f- B h� Ei�ginc�r. b �'Qt it Q•� � �� � �.M�13 = 00 \Jo 0 ----- ----- U) — - - - --- -� - ; -- - r �1 I. tttt r i ` I EL Y.=T6.8i I I ;e v 754 - _ I - - - RFLb = Sl - -- -- - - 1 - R -- ; RI e =7 70 i } 4 - - - - - - �7v - _ - - i - 7 h: _ - m Q h h - - - - - 4870 C h �I ~ � N. - 0 a I � - - - - - --- - L i 7?3! � -_ r -- - - - �- - — -- -- �, 488 I I /ev 7�4 - u PI /e , I O 75 - -- -- -- _ - -- =- -- - 75 10 N - _ ^ _© _ - 4870 n e 1 Ci U � U Qj - - 1 I � 4 _ 1 0 1 2 3 - - 6 7 8 9 10 1'1- - - 12 13 - 14 15 _ REVI ION S I D 12 R.CC.Yt! (0 73 UESCR s onsfiuc��� P/ons D.E_A r//, N 4-472 THOMAS. DEAN & HOSKINS INC. H 0 F F M A N STREET / /973 G � SHEEI h0 1 DRI.WN .1 JOB NO vQ OTE ❑ESCR /"=S'lie// DESIGNED-Yv F d E R NO /63" ocD - i ENGINEERING CONSULTANTS GREA FALLS BDATE 'E / -SO�7Ciz. n,E AOZ E M A N, M O PAVING _HEETS = J' ' I T U -- �- o 012 3 — - -- -- - -- #� 44 - -- -- - -- E. LINCOLN ST. ---ROUSE - - — - AVENUE O ui �1 w W z — w n W - t�� o(n v�� 3s n H U) rap J10 iQ c p Z 2- v m `� O Q j� s�3 � � Q mC� Q nv � W Ohm Q ��op �� oV yin ri m �� h �v�r ENO gQ M�0 aN� cn-h v, Q V) k �v U) I 75, - - _ 14870 - - - - +—_ _- - - I 65 - 3j i 1 -- -- _ 7 __T_'_7 4860 - : -- - - - - _ 4860 - -t-- -- - - - ,0_;'6 - C. r r z •�. - - ' 5 5 55 4850 4850 - - -- - 'ET T7 I , Ty Ex a✓ 3ior�; T g ck 7/ 45 x -- - 1 _ -- - y - - y v v 0 1 --- 2- — 3 `— — 4 - 5 6 7 8 9 10 11 12 13 14 15 -- -- REVISIONS / THOMAS, DEAN & HOSKINS INC, SI D 512 E. LINCOLN ST. & SOUTH ROUSE 18 `""'" er[.L'.W Dort //-6-93 .—Ft //> L e//>riut>(Gc✓ inS .,c F.'P�'/i; 197- on.wn L.f-/�✓/ roe r+o 4 72 „q,E oE4 R /"=s rret ES,ONEU 'c�/A.N , , �o BOZEMAN, MONTANA STORM SEWER on+E oesc R. . e/ =SO 1_110 i.Z. PPRO o;D �� FILE NO ENGINEERING CONSULTANTS GREAT FALLS. MONTANA srEE rs NN N O G A - w s w :D m z w > Q \� EAST MASON STREET A HOFFMN ,STREET \ --- - , 3. ac \ �.�See Oetai/ �Shect /3 f \ 7L LLI U) cn 7L ��� ��� \ � � op o ^ R� mryv env u a G h'4� n N \l L f +�� :D 0� O y� �Ct � h 4? h �o � � rl�Jh. U) � V) � : v,vlb F huh u vk cn N N -- - — - - - - - - -- --- --- - - 1 1 IR W W - t 75 4 880 4880 7 - ! I ?�D ExistYnq Gro nd j j - ` C'irn E/. 73 t _ 8 I + / 1 j. i - T- f 4870 ! 75 4 7 I I, - 75 I w - 487 6 5 487 0 - I Sl f 2l 2fP,C/L't N " I 6 5 486 0 I I - - - - -- -- --- ----- --- — — — 4 8 6�,I � 4 7G- B".PCIRC/ 65 ! -- — i ---- --- - - • I 1 f - - - - -- 1 -- - I -- -- 5 ram` va f -- - 4860; 4860 55 L. � I�F� , e n � 0 hl I f� ( ` 9v i ` I I � ? • I 1 , , T -- ---- -- - 0il,1 L - \ 4j'Q 0 II O - - - - 0 - OIL 8 i4 - _ - h 11 NJ, ! -- - � - ';y- --- �I- --- �- 2 1 2 0 1 9 1 8 17 16 15 14 7 6 5 4 3 2 I 0 18 —ET ND REVI ION THOMAS.—DEAN HOSKINS 1Nc. SID 512 HOFFMAN a EAST MASON STREET C� a.cc.,� DATE //-G-73 _'CR �3-c�0�3�/UG3�� /pis D.TE APB, y�� DR,wN /� M Da NO -� �z-- B 0 Z E M A N M 0 N T A N A /�'.5 (/eYt DESiGNEt. •/^ � _. F.R NO STORM SEWER MEETS I DATE- DESGR - - /�i3 ENGINEERING CONSULTANTS GREAT FALLS. MONTANA 1 DATE DESCR SCALE.�w-SO NUriz PPROVED� " FILE NO Cons}ruG/Bp/ L '3 /aOLFofo,t�h. I v� N 3 F .456 \ .Z �ee,o Layer /JSLF ll/5 .PC PC/assl , Of, �PraP At �r IFi/�xistir�gCr�akBot � �I Cons/rucfc�ApProx �/�,r EndSe•cfions..Sae �/ `-''jT To Match Surrounding /SOLE OrO,tch S,o�cificationy. i / .t/a fora/Ground And / �"Oidch 6"Fiom East 9 f' Sfa.5�4oBu,h'/n.�t / i grmit hramay�. / Of South B/ac,p,8o/ ToF;J ,24 RC-, - Layed 25L F/�"PCP Sta. 7+35 BuiH/n t/e 1` Be 2"Wide Wi/h 20n/ -__ -_ k,_ FL 68 9C C 9.30 rc:=1o6./�FG�v.`jU laYer120C F/2 .BC P �AROL Side S/Does- F�- o-•_ , - -- — S/a.5+24Bu,/t/n/a � 7C-64 99,EL-6L.24 �- -- � - y i- Ins fd//ed Standaro /oven La ed37LFi2"PCP (PLACE /nsta/Ld20"OF2Oe_c Layer - -- �; End sect/O� W,th CarBte On Y Of PPra/o At End Section TC=66.39 -Z.=6-264 Sta J><25 Bur/r.M h'A/o 9 �-_ ; Scc S,occificatior�s - -�End. FL 60 84 W,6/ 04 N�S. Fi//edExstiny Cr�A'Bot r '� - To Nach W O Sta.7f35,Per»o✓e�Exisk Cor�sfruc t� Surrounding 'P W .?O! F f Ui tch SO x3/%xS8�G MP Arch Pips. Natures/w'round,And Bred-o C;ty Man/ Yard ingCre k.60f 24 Perrnit Orainagc. \ ICenstructed To Match Suiiounr/i / \ SM..30,,4 1lzsta/fd/3xG0"PCP 130L F Of( itch /Ua/uie/ Ground And C/ass III, `L B/0 9/,80.SE Sta.-5 28 -- _ --- Sta 7+35B11i/7' in/et Permit Drainage. Insta/k»'36 n58f x80' � I Ga 20LF/z .P.C.P � I InstaLEd�IO•O{ 2"pee/,Layer CIF Co"sr.ac fed //,xj C F D F Pprap At End Section And Along HOFFMAN STREET oiteh wtr, feint. Conc Arch 177C.-64.99,,-1-=6/.2¢ The Outer Ba+n 30)k.See S ec/fica tion3 Pi �� Erb Sec �S�p At P (STA. 2 Side S/o oe s /ass III With I -tom_ +F/zredEr�o'Ssctions i e'C I P/ace�2"Layer O{,Q�orap At A/Both Ends. � FL 60.705E,S99�ti�✓ o >> i i �SPec f ca o � r1Cu/✓er>R Exlt � Far 40"A/on9 y Fi//�Existin9creekBo, SOUTH BLACK AVENUE �, _ exterior as"k �a//s Barr / ------- - - *--- To Mafch Suiio u�dirg Penx�v By O>rlcrs. P /Vatura/C'rou.d And ( STA. 30 + 47 ) � Permit Ors+ireye. I '�� Q / IR/,o,Pao ��ConStiucPed , ' �`12 Ocap Cay�r Of -- .200L.F - � o_ - ss � • F.//Edln Exist O,1c h Tc, EAST MASON STREET (STA 6 + 78 ) Ora,nage. P/aced2CayerD�,P,)r I Instaikd(o6L F.Jr- .?/o""xSB%� A-a,o At Eno'Section. ReinP Conc.Arch P,joe,Cass III See Spec,fications. W.lh F/erred En'/ Sections At \ � Sr a.5v1159"It /n/e !. Both Erds.FC=77?W 76.9E 7G.°746gFL=7o.50 F.L.= 70.0 .r 'T '� Cu/Jett. See Spec-f.catlons, Plprap t urfh S,dc O'P channel Bonk For 6nt,'rc. ;Disfdnce Bcfween Cu/✓erfs SOUTH TRACY AVENUE sfa 5.z75Bur/t ( STA. 24 + 48) Vl-- _ Z'Byod-33L.F 1;mac Ua"' Tc- 74.60F1 25-10 \- -IAJ Constru t¢o/ 5ta 5+325 /nsta/ 36 x58y x69 ti 2 oz.c Or C k'einfconc.Arc/i fiGe,C/assQl _ Piovide✓2'OeeP Layer Z'Ca er C��pra _ / With At Of R/o Rap On Side R17d P Bath Erds.FL J/zSs, 7ci50 v Bottom Of'Oi/ch la/here Ar�ndStetion. Rico Rao Is Indicated. See S/xcifications 37;2 _ 37%2," .2 -- 33%z-- z.. TYPICAL DITCH SECTION -� - -- ( SECTION A-A > HOFFMAN STREET JnStd�/ d,r� Naz9/9s-c.. E/=' 60 ( STA. 5 + 37 ) Ncoa✓y engf Hea✓y .�-- � —InI��� Caeca✓�Co✓er.-- 'I �17 r5 Coon over 9 &r /z",e C PC/ass I17'"+ Concre'}e F.//a - � o Ofe Used .$tarn9ard FLarCc/ _ 1!-CTF,. F - f- a i�y A// SECTION A-A \ PLAN FIELD DRAIN INLET DETAIL REVISIONS HEFT" RrCCl� D AS-Vona/rvc/ec/ P/Cns o rE �Pr/�/�J3 DRAW" J H!/C OT e. �1 4 7z THOMAS. DEAN & HOSKINS INC. S I D .512 r 18 •TE //—�—7� OLSc:R SOB"O B. DATE DE11R DESIGNED GAt/ . B "o BOZEMAN , MONTANA DRAINAGE STRUCTURE DETAILS 3 Br DsrE DeuR E / =30 fiOriZ gpppOOED - r,EE" ENGINEERING CONSULTANTS GR17AT FALLS. MONTANA SHEerS x N 411 � �� � 31 r. v M a h V�j� p � � v �� �� � 3� �� h � �Qr �'v Nix \ ��_ �w 3 a - - - Xlp -� T� h : -T X a C E. M ND NHA ST o o E. LAM M T. 1. o — — — _ v oc C F.'re Nydran t Al it/or f h 10_ a F I I t4 a, Strcet -le -,on=479L00 LJ I�ry III -- Q _ �6 QI s z \ \ Q _ _ Q 0 �s ? 0 'o z �� 1° 'ZI h� Q�v p a Z . hm h. e �m h�Q �m �Q PRO - - - - _ - 95 - - - - 4790 -- fi±i - R8 4790 - -- : __. Wiz . - _ 4790 -_ --- -- - - - - - -- 85 85 85 95 W- 7 - - 479 - --- 0-- - - - - S TH 4790 - - — - -- - _ - p o --- - - _ -- - 4790 - -_ - — - 85 - -- - - - - - - - - _- 85 - - - - - - 85 -- - - - — 85 - - 4780 INA REVISIONS 0 1 2 3 4 DATE /L Z73 DEscR AS_-CCJNSTPUCTED GLANS DATE. AP/l/_/973 _ DRAwN L /�M _ ,oRND 44 72 THOMAS. DEAN & HOSKINS INC. — '/ .. _ _ SID 519 E. MENDENHALL 8� E. LAMME STREETS 18 9NEET NO. D DATE _-- OESCR /F�`S •er�' DESIGNED__V E� �.1�.,, F 8 NO 8r DATE _ DESCa. / -SQ NOS'/Z. _APPROVED `-ate-I.L.NO ENGINEERING CONSULTANTS GREAT FALLS. MONTANA IBOZEMAN, M 0 N TA N A PAVING I 4 SNEET9 1 \ 4 h Jv y� V u u v k � k -0 rov xk h I v v t0 " o h� ryA0 o m �.0 Q\? e o j C 0 0 0 cn � 41 In � hv�0 � C�y� /9 n� v ny nx � � 3> � Ox �� � s r N am ' ti S \ + + vat a x a �� a x a \ /6, (r �CurveOata m Q l Z / Is/aac/ Oe tai/s� n \ r 2Q o =49%D 03 �► `\ o u h R=38777' N See Sheet No./67=17740' W \ � L7LCurb=3/S 60' � •i O J Std /3tSo Ad�usleJ Y' t �O y `a \q t va/vd.BoxTosic �rsoa. 65 \\ �\ Ei h v \ O �� �• w � � � \ i\ Q = 70 30• Stree f !y'dth Transition O U ` / ` � � 9 Uy \\ R=3820D Dffset .Distances Fromm Monuinanf !✓/Box- y e C \ \ T=269 DO' To each Of Curb: (�!V. 3 1 !G ti tr V t \ Z_=470.DO" Sto Lion Offset FroAn L M 0 ti WCurb=4SS9/ 3~SD 3Q10 B A2 AlW Consf Bo/t 0i7 E.Curb-439-/4' 3f 7S 27S' x 0 j —_ - Stv/3+zo0 Fire Hydrant. Corner Of \ \ 4tG� 25.0 ° On U Ssio' '8"It 2'4.2 sp Yd 4+ 5!/S. 191 "/�/o. POdh f7✓e. 2 22.5 Y / E/e✓ = 4803. 86 \ \ 4,4 20.0 V. 0 3 Corzrcf Ir/cfA�rors Sta//�/5 ro //'55 Oroped Cornstiartion Lirn 1f5. y 0 Curb For Drlvewa Ciro ,or O/vemay odd `V Y C✓rt, for Dive may u - - - _ - -low -- Tgy-y :4 _ _ -- -- _ - - - - - _ c - - - - - - _ - - - _ __ _ -_ — - - - - 4800 4800 _- - - --- - - 4795 4795 - - - - - - C - 4790 : - __ _ - - - - - - - 4790 Iv -- 7. - - -- i 4785 4785 - - - - m• L Y _..C. 480 - - - — - - �+ - - ' - 4800 0 vi -- - - - -- - - - _ -- 4795 4795 -- - - 4790 4790 - - - - - -_ _ -- 4785 � _ � -- -_ - �. ti - - - - - -- - -94785 -- - -_ -- Y.__ 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 THOMAS. DEAN & HOSKINS INC. SID 520 NORTH 2Oth AVENUE 61 �--y 7-7✓ DATE //- 3 Dts R_AS-CONST,PUCTEp PLA/VS .9�Ori/_/973 L,fH/ICI 44-72 I /1 sNEET NO REVISIONS DATE , _ DRAWN D9 NO ____ _ SHEETS I5 Rv GATE.- DESCR - - /„- S t/er t DESIGNED �- ��' _ F.B NO. --- --- -- ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTANA PAVING BY DATE DESCR. SCALE 7"-SONOriz APPROVEO - FILE NO _ v N LJ y o k tiv°` �; � � C � lb _c tom � n ova o oC � / �'.gk `�: 1 hk � MN 0 /" a4 �' O h j 22.5 22,5' 41 0 C1 h b V o n o cV m J `� m°� u u� m `� �. o 0 z v � p Aga ^� � � � 4 � �� �I�I- ¢ � 0) M � m � � r6co �� F n lil TW" ST B ALL STREET_ _ w — �,� ,T- ..-�_ ---•'7 -- II \ /i ,Zg9, GF 21 --� I � 3 _ N P, 90 L F �•W Fwall � � N' z \\� �, v .: 70'30" 7 269.98' B/A * 260, On Firma Flydrai�> Tj T p \ 0 � Gc=47000' N Intersection Of No 20th F7ve F h N w Bea// Str. E/eV --4 787 S.S ; NORTH 2 0 t h AVENUE l(� ISLAND DETAILS \ O' S �o V.G - - - 4785 _o -- - I - - - -- - 4785 - _ -- J . U 0 g; _- - -- - - - -- -- -- - - - - - - - - - - - -- - 4780 -- 4780 = - -- - - - --_-_- - - _\1114 1A - 4785 - - - -- - 47854=_ — - - - - - - 4780 & 86 F S„ — - - -- c. - 4780 - - 11, - - - FS' j!I _- - _- - - - - I - f- f 0 1 z4 - - er�� 7_73 RE IONS DATE - -- _ DESER AS-c0/v57r,PUcrED vL4N5 DATE A7,--1_/,/973 __ E—IN DNA —.. ,°a"° 44_-72_ ___ THOMAS, DEAN & HOSKINS INC. SI D 520 WEST BEALL STREET— PAVING 81 STORM SEWER 18 9V DATE _ DESCR /"=S'v"" DESIGNED G.A.h' E s ND _ _ Br DATE_ — DESCR GALE/ -SO HO�7S. AppROVED - � rcE No._ ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTANA NORTH 2Oth AVENUE— ISLAND DETAILS sNEErs 16 I e ' a � j3 � \ � a � vvXO a � I z �A � 3 � � a3v � � � h v x a3 3a \vh h0 + h + 7 0�� a > h\@ v u v�� a y"� v 3 3 �ti u a > h a Q� v� u� r z k� aiy y0 m + � c� .r o b \9 0 ti v b Ll 0� � Q M�\ V) PVC' v 3 3 � �h �0 a ha, 3 . � 3n, a� �Wv av nv h h3r x� ha + rip Nv `� Mys�i \ hu �� \9 u RIQ br N " r � + �h\� u �� k" u� uVv0 \9 h �ti u � � N Nti . v c °0 � x a0 w � v \ e a a 13a > � � � 0 k� 3 •� h � o q�03 �w ` ° rcl .� � 0 o a ��� � he � , o \ Q �� a� iF°0`� oV �\ "I, Ri � ok� kar � wa 0 ry �. x � u �W� p I V 4 F .c v V \V �Oux ��� aa �� �V� ��Ih� k � �� �h �a �b o� v �k� �� �kv �v ���oha + � ��� hRl h� � F h � yv aQ �eh �> m n \y�a'v � a �pti� bq� h� +po \o . � Ohar4� �� nq Nip \9( u ,'4' \9y,hh� o ; f°l7 a + y � wY� b Oa1� G� TiQ � \9 0 \ CO h N� � �� \�v� � vr N�hZ�S o�� � a m� N vl ,,� �\1 N F ti h .Il Il h IO r Q r ♦ * \i. + t N `�" ^ ll ll h + py i Cwv °V wOv)�0 >� 0v �h *�� h � �� Nv \i a� F4 ,a axv.i0 �vv ° \ tip ro ` a0Mhv``t :� a` q1 Y uvn\ �: u v� v � �hh 3 � �� 03\ �h�l��\ v�a�nZav � �cck � hh a� s� .vh x� '� +�\ aClxhaN �O`0 x° vav� v v `� T � �0 h _ h�9 j\Vly le h\,�� n _ Vl �t/I \� �I°7 �a0a1 h \ �0(��h�_ i ' 78' - h - N0. 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An TYPICAL PAVEMENT SECTION �epiaCod Rs '01ret:11ed By t S I.D. 520, NORTH 20TH AVE—STA. 1+60 TO STA 3+96 17'bw 4179i'onre­ -t -L—j ckw'�_sw �16­prl 'La- N Tj.00— St., J4 e /o/7 1 �\ A cz$rlc '13vie C_no"'!fe 5':t-- -j -50 Ao sls i- '41 L­-Avcm RAILROAD CROSSING DETAIL —( PAVEMENT REPLACEMENT) 4sA.'F?.f"1"L coxrcte 'Bose Course Af A,�*u.72inoi.y 7acA Coa,0­4 Tm A/,Pj& Concrete 7yP.ca 40 [++L ' x TYPICAL PAVEMENT SECTION TYPICAL INTERSECTION LAYOUT S I 520, NORTH 20TH AVE— STA 3+96TO STA 13+10 21 01 Ccvmcnrte- Aweewc-?r (p/.-c4r 7- Bose Srarel -subba-so J'r'4-_rr A 7.VCA L1,14riO fir it 41 Ave". 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