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HomeMy WebLinkAboutSID 558, 559, 560, 536, & 564 , Lj GENERAL NOTES L � THE CONTRAC1pR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SMALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE •"• z•voc[ =� BEGINNING EXCAVATION. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR �1 111 GUYS WMtCH INTERFERE WITH THE CONSTRUCTION SHALL To - ____J �\ `` BE REMOVED OR RELOCATED BY OTHERS. - - I [FE ��-r ' (! STREET INTERSECTIONS CURB RADII SHALL BE 15'. ALL ALLEY" RADII SHALL RE 5 4/2'.vNLESS NOTED _j l I� ULI - .� OTHERWISE IJ LJ L I ALLEY APRONS SMALL BE CONSTRUCTED TO BACK EDGE OF SIDEWALK LINE AT ONE FOOT FROM PROPERTY LINE. �J T�I 1 THE EXACT SIZE AND NUMBER OF TREES TO BE Tl� � y 1 `I�-� REMOVED SHALL BE DETERMINED AT THE TIME OF ��-77-- i I ,e S.I.D. 563 I CONSTRUCTION. _ LEGEND T-, --7 I 1-1- 1 mtcq -q- - �r -� �- -- I -1 EXISTING WALK Ll �f S-I.D. 559 T' �I��T-L � l� -1 !Tj _ J I 'lr- w.� _1 r �L1J� - -- - EXISTING CONCRETE PAVEXISTING CONCRETE EMENT / * r --� r �.-�-, - �r -I � , r EXISTING CONCRETE PAVEMENT I . i I rr �I�� I J,)_ l I I —sue EXISTING SANITARY SEWER •� I �J Iwtl EXISTING WATER MAIN T [emu _ EXISTING GAO NAIh Tffq � "�r = , rV� nnlrin�U —SDI- EXISTING STORM DRAIN _ I on oo _ r - n�pUQ F i �� EXISTING WATER VALVE �1 ' JI� ';! _ I Y 4i.• �� - EXISTING MANHOLE EXISTING LIRE HYDRANT F ��� I n�f rl1 I ,rI � - I ■■I I� � U ,u r POLE *wma, LF Lilt i I Ill _� ' GUY W IRE r STREET SIGN L�J L] I LY (I 11 TREt HEnGE sm' - ..� ` ..ul [ III 7� / '� r' -w- . • WIRE FENCE Lurca • CHAIN LINK FENCE G 7 ,l_L L�i ILL I .I I WOUO (ENCE I i I Dlt H Sit, obI �IE � ,l � I j � '! I 8 CENTERLINE MONUMENT —AV-5— UNDERGROUND POWER CABLE -rug— UNDERGROUNU TELEPHONE CABLE L i NEW COMBINED CURB 8 GUTTER NEW CONCRjTE ALLEY APRON �!— NEW INLET 1 INLET APRON I amr = 4 l C �— NEW MANHOLE �1 .• l �� [ NEW UTI,-ITY LINES NEW FIRE HYDRANT NEW WATER VALVE NW U IMPROVEMENTON S.+EETS l _y C E X,STINa GRAVEL RUADWA► S-I.D 564 - � -•.. .�- - Z_� EXCESS FILL DISTRIBUTION AREAS S.I.D. 558 S.LD. 560 I I REVISIONS THOMA5. DEAN NOSKINS INC. S.I.O. LOCATION MAP 10 [M[R No •, N.,. OIK.. qAT\ u•AMN "Eb. .n[ro yo_ .1 & .,- , [ NO ' -I BOZEMAN, MONTANA LEGEND 81 GENERAL NOTES 9 .n O[K. .cAcr No nc ���•��Y � _V- faENGINEERING CONSULTANTS GREAT FALLS MONTANA [wan H S- C_Oc15"CQ�JCT�..�� ESTIMATED QUANTITIES (BY SID NO.) Or- aS L11Joe��lu>�p ITEM NO, DESCRIPTION UNIT SID 558 SID 559 SID 560 SID 563 SID 564 TOTAL 1 . Excavation C.Y. 5,783 1 ,745 855 905 .512 9,800 2. Concrete Header Removal L.F. --- 33 33 34 --- 100 3 . Concrete Sidewalk & Driveway Removal S.F. O &t 50--- --- •23cb �w -__ 3X8 4. Water Applied M .G. 1QQ 48 25 25 2 200 5. Combined Curb & Gutter, in Place L.F. 4662. 4 2,247 1,188 '77(6 Z6Z 1t034 9 An 9 0)8Z,7 6. Concrete Sidewalk & Driveway in Place - 4" thickness S.F. O ti 18C --- 4o1 ___ c8l 7. Concrete Inlet Apron, in Place S.Y. %.0 3*wc 16.8 --- 8.4_ 4.2 44: (-S.2 8. Concrete Valley Gutter, in Place S.Y. --- --- 44 -- -__ 44 9. Concrete Alley Apron, in Place S.Y. --- --- ___ 22- - ___ 4#- Z•Z 10. Concrete Header, in Place L.F. 107.5t431 66 33 --- --- 11. Adjust Manhole to Grade Ea . 17 4 2 0 2 2� ZAG. S _2 i. 12 . Rebuild Cleanout to Grade Ed. - --- 1 --- --- 1 13. Cast Iron Monument Box & Base,in Place Ea. 13_ 4 3 O -2r 1)-SL 14. Street Sign Relocation Ea . --- --- ___ I �_ ___ 1 15. Subbase Course Material, in Place C.Y. 1 .980 880 51W 320 400 4,,080 16. Asphaltic Concrete Base Course,in Place Tons 2,452 1,1161 1:;--= 53,E sqr� IU' 17 . Bituminous Prime Coat, in Place Gal. 214-1-7 1)315 Z, -l40 310) 47* 18. Bituminous Tack Coat, in Place Gal. 0f7C) 1a3 1�Suii 9V p 1 - 19. Asphaltic Concrete Binder & Surface Course, in Place Tons 14G56 3= IF'LI-I ' 3oS = I(a2_ 1= V4 = 2:A= 307-1 20. Asphaltic Cement Gal.54,9 V,1113 0 1940 11,6(-1 9,24Z 11l ,50 3 21 . Type II Bedding Material, in Place C.Y. 5 10 --- 5 ___ ___a 22. Trench Excavation Type B with Type 1 Backfill G.Y. 100 100 10 40 --- 2.50 23 . Storm Drain Pipe, in Place 10" RCP Class III L.F. --- --- --- 12 --- 12 12" RCP Class III L.F. --- S3 --- - -__ 15" RCP Class III L.F. --- 58 .54 15" CMP, 16 gauge L.F. 70 --- --- --- --- 70 18" CMP, 16 gauge L.F. --- --- 65 --- --- 65 18 x 24 CMP Arch, 16 Gauge L.F. --- 24 ___ ___ 24 10" D.I. Pipe L.F. --- 37 --- --- --- 24. Storm Drain Manhole, in Place Ea. --- 1 --- --- --- 1 25. Storm Drain Inlet, in Place Ea . 1 4 --- _-- _-- .5 26. Relocate Storm Drain Inlets La. --- -- 27 . Pit Run Gravel C.Y. 255"S 4:!.Iz too _-- -__ Z 9 eau 28. Drainage Ditch L.F. --- 350 --- --- --- 29. Grouted Riprap, in Place S.F. --- 60 --- --- --- 30 . Concrete Flank Protector L.F. --- --- fg@ --- 31 . Extend 8" Sanitary Sewer, in Place L.S. 32. Extend 611 Water Main, in Place L.S. - b., . ... Mdp. 1976 _ �p_y.� rHoMAs. DEAN & HOSKINS INC I O .».. » base. • - 2_ .Ala- w.a. - __ ___ ay. Nd/lE _ „wfe .•a» LN7 WEER WG C21N9ULTAfVT6 Cd1lAT FALLS MONTANA h NOTE ALL /NTE CT O n PAD1115 A,PE/S"&NL E55 NOTED 0711z�pW/SE O� '---4 �� OO v � O V ti he W h o�° o S0 3rd o� a O `' ou o0 Z�� QO� v�� a �m� pV o v ' O hop a O Z tl it nc -+ fcc 4 5- fs.._ 41 O C� O C4 O O ti OVCO � ?fie Qo en Qo J.O nZl�h I hCl CEO i �—r 5HEE7 4 WESTRIDGE fi - w/a= fl — DRIVE _ I s — I 2 3T13 ao' A GOHR - STREET 37• , - _ _ -_-- v --. - , o0p O _ - '�I ti ' � � ^,: Ne V� ,,,e ZLd oIn o �� 0o aW �� e ti �v I c�S J � /Gw So �W C 00 0° w� 0� ^ I �� ho �cn l etii �j u ( �u~i L� �� h O hj� O � nQ �Q h lj v � In Z IQ �V n�� na n�v ��V v �� BMF/RENYD.PAN7A7- "OR 0 I 2 0 I 2 3 4 (n 5 6 ELEV���20370NR AVE ro b -0 - - 1 - h --- 49 0 25 25 4920 — — i d \ e O 1 I �, 15 3! 9 S6 4�300% 4910 15 � - I - -- - - 4910 -�_ �� - _ = I -� - -- -- - - ^^ _ - - 15 - 1 + � 4910 - 491 - - 2 - - - 146 4920 , 25 Q10)115 492 I _ _ -- xis n Coo ND 49� 15 —- - -- _ - 4 7 - 4 - -- _ 4910 4910 -- I - � 15 l -- 1 - - - -- -- -- - - 1 T - -I =- — 49104910 o f - _ M lo kj -- -- 0 I 2 0 I 2 3 4 5 6 REVISIONS THOMAS. DEAN & HOSKINS INC. I O SHEET NO, BY - �_ DATE �,e-T� oEscR.��§k'✓7 �.�,�. _ DATE—ICLAy /9Z6__ oRAw„_ __�h, -- JOB„o_��-/s _ S. 5 58 WESTRIDGE DRIVE & LANGOHR STREET Y _ DATE-__-_DESCR._ __ /'•=5, VERT oE=,�„Eo_ ! F.E, „0 24 S -. BOZ E M A N,M ONTA N A PAVING 3 DATE_- - _ OESCR. SCALE.1-.,.5Q�HO(9ZY-_.AvrRo�-Eo.��� - J/y'hE._ FILE„o- Q_ ENGINEERING CONSULTANTS GFEAT FALLS. MON7ANA N ff SO, 3rd o� v)Q �h t WW O6- 6C7 � 1.0 h Qo h� M a Ob oo �c °14 mo :o° h�ti N� hroh' �°� o� Q ^oh `�y " ` a °0 ro� c � o �' J �O oF�CI \ ti ��, QD� j tiQmo Wye e0� 0 hj T� eJ� Fr0 <J ul SL N :!1 �0 o - _ l Jl V O 41 Cl ICl_ ir) v;Ql Cj 7- vl U - �-O� �- T i 3 v 60 9 i u°'i m �/1 � •6� I i L I — — - 51 - 5D30' I - -- - ARNOLD w/0'" s/o` 9 110. 60 — JI 1 1,2 STREET 0 I 5/0"-- - 3 LAWOHR _STREET �ViO- ( ?' - 60' - -- 31 - al 1 I J � O 1V nIQ V f BEv//vOCU.PBF/LZEDcr Oap?� v W 0 O ��� � Q O ?v c� ��p J W `4 '• ti a ow m v O AIPNOZd ST.PEET ONL Y O�V ro' gVIQ c b Z� 0 0 v O J Q to v o '� �JO a W O B M Fif C NYDRAVT AT MORROW L A/VCOHR A 6 7 _ 8 9 10 II 12 0 1 2 3 fZZY:4-9z057 35 o 4940 j o ;© =_ -^ - _ 4940 tj - y u R M 51 h - 4. �: 4930 ' � � I- �� _ �I: >, � � o {/ 30 35 I �. � 35 -- - i .3 6 --� 200 I 491 I — j 1l fl - t l 25 /00' vc ' �33r% 9s' vc. 25 -- I 493 --__ __ - -- - 4930 PI= 23 /l _ F1= z /0 09 - _ v e - - - Y - - 4x� I 4920 25 NORrve Pa i - k - - - i � - -r 25 4920 - - - _ - — I 1 � , 1_ 35 = /oo v c j 35 - -1 - 494 so V c � 4940 - -- PI-- 2545 - - -- ° � 4930 -. I— _ Z o _ _ 4930 - 35 ( ( -- - - 35 -'P57/NC ROUND ° ALP 0 - �� � td<ES T CURB - �- fiN E Ao 4 9 3 i 4930 - 11 4920 -Q _1 ' - Q ti - -- I �t - 49 — 21-5(d.7,,Y �� 25 — - - -_ - - q -11 - �� xI°. r� � i� �"_ 6 7 8 9 10 II 12 0 1 2 3 REVISIONS �,/A p �J /� C/� RT -.� DATEZ./B-.T� DESCR_ L4eC�' i.'pNr3 DATE IVA.Y 197b DRAWN 1C,�//l�^/_ _ __ JOBNO,_ -/_- THOMAS, DEAN & HOSKINS INC. S.I.D. 5 LANGOHR STREET 81 ARNOLD STREET 10 SHEET"o DATE_- -_ DESCR -_— — - --- s vtR), DESGHED_1LY1 Q E 9 HD L T_s .-- BOZEMAN MONTANA PAVING I 4 wTE — DescR SCALE / 'SO HQ�'/Z APPROVED '�GS�--ci�E ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SHEETS o a b o WW LQ v ti V V) >O qp h w.� tip �Q eOQ �S �0 0 Op �e N~ �o �� r� V ap a �Q h� y� eh aQ oZ o oG o oZ Z Q 0� m o� ov ov hM o` OZ 0� o < 0 Q� Q Q��I CJ C}� '•'o " RI � K °o O� O 41 V a J �!I. o o h o h o4 ~0 '+r `� V) ti� 0 J 0 W ao rr p o-e mp .s �� � ° `t0� Qv Q QO'� Q� o v Ri Q �'� Z v,�ro `�-� �� ¢� avti Ic-� la-� �� �� U1 � T J \ ali t Rv 1 H r p lU N N Ul T of n n r T T —.T - w 0 — —---- — ice — -- — _ --- �, 4 __ 3�REER- 2 37 I 5/0, Q -- -- STA S*//.6 ` 37 - �PR1I�Sz - - - -- 4 MORROW- 3 _ _ 2 TREET 1 - 37' G �� P��I i 37 4T - i V NI O �p fV 1 ha3 Cl Na a0 'C -.1 ho re a p >°m r e� ao o �o Nm�e lU I. =W ,�� tie ' -a `? ^1 =LLJ 0�W mm x7 pl �� F-j O� O Q 0 0 ti1 j Q~ J `Q J 0 Q~ n o Z h Q 4J,� OQ44 h OC � � v 0� �� OxviQ In NOTE GRADE /5 A&ASEO <7/V L� Qv� WO O�Lki V STAT/ON//VG T04403.29 TNEN '� ^T Q (? OA/ 9,4CA-OF CUA'B TO 5-+//6 Q BM F/RE HW eAN7 A7 - �� _4 O 2 p fZ 4-9YiLANCOH'P AVE 5 0 � �T .p , �I ELEI'=492087 v i _ 3 I Y V { ! I y, , IOfN a 35 4930 � /NG O /VD kj I 7 C.POUND � — Z _ y \ 4930 Ex/sTavc i� 4930 [ 25 - o -L __;IIAI s v c.Q of 25 _. 25 < I Frn/sHEo c�aoE- �3a� j 4920 --- -- - ( 1 vo 4-20 _ — — --- -- --- — — — — ,,� NO TN CURB PI- 3 00 _ 1 � - 2 4 O PI• 916 /00 r - �&rueB-t l I i_ --- 15 i T !I ; I /ao v /ao' v - --� /00 r so v c - - - P - I= 2�DORZ i9 23 O PI. 19 60 PI-24 2 -- 35 L 4930 �i i - 4 - -- -- � - --� - _4930 4930 25 ¢ram. - - j- fib- - ---- - -. 25 �1 25 [ 492 2 �93y - - ° }al2oo - - 25 I ¢/ 492 I I 0 L� j anyot�rs/cuPB I ti. ti - - — S�UT</ CUQB - -� 15 -` -- -- 4. - !� ^ V -- y Nf ---1.__ ._: -- _! 15 'is h m --- -- I VlRs k 4. . 3 2 I 0 5 4 3 2 I 0 T REVISIONS _-- --"- -- BY 'n DATE a 0EBcRit �t - � _' DATE MA t- 1976 _ DRA_ - c K rOB NO �0 �5 THOMAS. DEAN & HOSKIN�S INC. S.I D. 5 58 81 SPRING CREEK DRIVE MORROW STREET_ - _ BY _ __ DATE DESCR - __ _ / -S VI-k T ESIGNED- •Y ry ZI) B DATE- DESCR SOLE / -SJ NJi4'/Z. -1—ED ._ nee N. ENGINEERING CONSULTANTS GRf-AT FALLS, MONTANA BOZEMAN,MONTANA PAVING n h vl vW J J O n �>� V �O Zh hZ0 Q oe o0 00 how �ti 0� po 00 Q �O�i� �' ti ��p ? Ok �Oj °o m'Z o> h OW OO Q C4 p.��v q p rrhh >vG ro� O o� Opk oo Nh m F ro J O� oRi �� 15 ti�Wti �W ro� v V. �� v m a vv Otis e n v u 00 ti h z ^h Q ^� v �a �h � � Z Z �� Oh Q ��; Zh hOh eZ �� ��., `�p �,Q 0 v~ �w �� �Q �� � T m ���v .n� � I � �`� vi�41 m� v�02v v��b ,n,.av �l?4 I j 0 1 - ,2 �t J SOUTH 3 15th AVENUE --- 5 f - -- 6 - - �_. 8 9 -_-54, _ 1'o eo� 1 37 S r 12- ri I % 37 If LAJ ti O If r O 00 tiG �Yh a �C, °0O O �O G � �•� 41`a Nin; eF B M '�3SSF/YE 11)VWAN,7 AT 10C11 P/S1X 5T.?EET 0 I 2 3 4 5 _6 7 8 9 10 I I _ 12 13 EzEv ¢8�z s^ row' ��, �� m; - - - - v 20SIDE 20 EAST r dK 15 I E I r Nd c,�au�vo I ! 10 1 �c �o - R — - - :r. _ 1 I -- - ye � 0 05 - --- 05 15 5p i I I l ' WE 71 T S — - _ f , 20 E ' N v 20 1 - �- - —- --- - --- -- x7 730 I 1 1 15 _ -- -- -- - - 42 15 i 10- I 0 t r I � I -I I I i I v 4805 � _.�_ I 4805 b I h� - -- '-- _ --- -- L--� --i - 1_ k 1 - I � — 0 1 2 3 4 5 6 7 8 9 10 11 _ - 12 13 REVISIONS BY DATE? B."'___ DESCR. t'-A�s MqY, /976 _ DRAwN o B 70 75 THOMAS. DEAN & HOSKINS INC. S.I.D. 5 5 9 1 0 sNEer vD. - -- -- - DATE- -- ,DB ND - -- --- S AVE . o I t V s'vEez ' ' ` z4/ BOZEMAN MONTANA PAVING 6 BY DATE DESCR__ DESIGNED. _ _ f B.NO..- ----- - (d ! ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BY ATE - DESCR. SCALE -51.�yUR�2. APPROVED_FI AJ -FILE NO QJ T 0� w N W :D JW O > Q I &?OOMEO S:JKfifcE � J �, O O �y/SCR/BED CONT2ACTiON o� �� ar c� 0 ✓o/NTs s'� f o� w � �Q � O 0� �O_0 Vo � r oh - I I Q� N� O� p; BANK PROTECTOR T� �� � ZS� DETAIL \ SC, LE: I"=170 7 I� y �� 2 3 GRAF 4 STREET 5 sio. b o 7 8 3' -2 sia..3�� ---- COLTER AVENUE -r- - -Z - o � Lo a � �-4 N� ?1 �v m� 14 cq,pC �"V �JO HYDRANTONCOZ7Z �. BETWEENCPArF//f✓DEP501Y 57 0 I 2 3 4 5 6 7 8 3 2 I 0 E/EI, ass-70111 - _- _- 0 r �f — - -a - -- .Vim. C_tl =� _ t cl m i 1 i M1 55 1,lA7" £ TOEt/57 /VG -- — --- - -- - - - T --�� I 1 f O F3i y 11AY/N6 M/ T : I v 5 - - R. . - I /,II -I----�I h� �-._-- ----—� --• I� - -- rEN OO.? NH CJCI'Et U-/xR.PB/B I riiv+��i� o-u--nO jI o- _ _ �Il 4950 --- 4950 r -Ij /P2J-•7 —'sIia 5":_ -- , , 2-.- 45 t — u —jI W--E-S!I•T - rI{I ---- H-E Ers -M—E7E4 N 0 5 V 55 v 55 55 3.� AV1*4 t M 4950 554950 34 -TSo 49545 - 4940 5 fA5 171 0 2 5 6 7 3 2 0 CR IVA 1. RAF STREET COLTER AVENUE I QT RY DATE..------DESCF ✓"OT DESIGNED A- :- F-o Na BOZEMANMONTDEsREVISIONS THOMAS DEAN & HOSKINS INC. S.I.D.SID 560 _u DA E - - w oo Al5 ENGINEERING CONSULTANTS GREAT FALLS. MONTANA ANA PAVING DATE D—F, IALE PROVED Ov _ FILE NO to �� h� �� W o �� Q OR ti� >Q = p tim � • �� w Q� � I 00 W� �� 3 L �� �i ;roe ep� ~Q � it aV��`� 4°, � � .L Q hN I �o �ti " ti� ti� �- F- O Z III k1 � 1 I rr " v s�� = n z 2� v _ EAST LAMME 5 14srA s.1i.bf � s CUTTING STREET_ sio i 3, 2 3 _ 4 _ STREET �� eS �t _ - O�J a a 'j j 00 Lo V 4 Ow `�� w pLk plil � l, p Q� pU �h 0 In h F\ LZ M p �O�' Oto O� �IV � O O�� y\�v � �� hp N 0 vp � 'y� BM-65F/,PENMfAA7A Bh1F/PEHYGIPAN7AT 0 pmvb� � * h x W"OWiLAN6'O7HA'A✓EN!/E 41 Q x J ti . . a 0 Z CNUPCN�LAMMf SrPEF OK �uu Q0� ELE✓=492097 '��0 �� OOe x �t0 n1� hOp ELE✓=478391 o W 0 v 3 0 9 riac v Qj� Qa0 QQN RjOQOp Q� IQ WO Q�j Q� QQQp� W� h f� r 5 7i c ul Op V to V In H v n '�ut m N cn N ut X v V n O N Z v In V S.I.D. 564 >c S.I.D. 563 5 4 3 2 I 0 0 I 2 3 485 _. Is °' °� '� -- 85 4780 25 - --- -- -- - - — — — — 25 hti ' 5 � --- --fiN H fyRA E - ----- - - = - } i __ 4780 i- - - t - -- - - - - 4920 7-s i - - _-I 3 4920 = S 75 ' I S I5 �^ --- - 3-I 00• V. 50' uc - I I ' 00 VC SO ✓C - - 1/99 PZ-/BOS25 _ 25 8 - - 85 4920LL - _ 4920 0 --- - - - 4780 -- - -- --- i 15 --- - -- 15 75 7 5 - �- - -- ti _ - 00 �� k > o - _ - ' _ - - ti N j( 1 - I 6 - - 5 - 4 3 2 I 0 0 -1 � - � -2 REVISIONS THOMAS, DEAN & HOSKINS INC. DATE ESR. �E[o/�<yl S.I.D. 563 8 564 EAST LAMME STREET 8 CUTTING STREET I 0 s MEET„D DATE DESOR-_ _—_ - — / =SvEA'T DESIGNED— wwo F B NO z4s ENGINEERING CONSULTANTS GREAT FALLS. MOLT AN. MONTANA PAV I N G e OnTe _ DEscR. - SCALE /'_✓�%/OR/Z APPROVED-d FILE„O— 40 � - r r N 1 END OFfX/ST CONC KOCH KOCH STREET STREET CnNSTRucrEDNEWSTORM --ti:, "Z;')E, ORA/iV MA/VIYVZ Z, 4/L1 /G, /7" rLEVATiO/Y=2020 — /S 97 E 6 7^ 51P /3 5E 27LF 0 269% ^� 5 RCPr �� T o �EDCf OF EX/ST/NG' P41//N6 - FL i708 j FZ,r/74 w NENY CONC �O HEADER —Z 0 W a STORM DRAIN DETAIL �� J '4; ^^ \, �� �QCf �pcnv Qj � � ��o� 44 h� p� HOUSEo�0e � � �I � G vyI< t COUNTRY WQ�Oh� BOOKSHELFh �hZZ Al i iT R h - i� L,✓ I W ARCE 101N, TREES ——----— -———— 1 — TREES L •• ---�Y--- _.tea.-��-, — _,Jy_ � �.-_�-�--= - --��,t - =_ y 1 WEST SABCOCK STREET 41 QE :; -CAS/;1• � �-- (7-- 20'-DITCH THROUGH MISS KIRK PROPERTYTC-G8 BbS� Z 3 TYPICAL DITCH SECTION ;�Esr ti rr501VZ A C r > PER ONST_5,D NO i// Fn Q REVISIONS THOMAS, DEAN & HOSKINS INC. S.I.D. 559 DATE��_� DESCR EC4Ki; / _______ MA}' ��r' - DRAWN. .LL JOB NO,.- G __-..--- E H ET N DATE.- SOUTH 15 th AV E N U �Q B B. DATE DESIGNED c,v_- . ND 24-f BOZ E MAN M O NTA N A PAVING DETAILS 9 DATE ---_ scA�E �5 _.SNC'I Y�Y _ _ ArrRDveD . ' %j-CY ,.raE No. FO ENGINEERING CONSULTANTS GREAT FALLS. MONTANA sHCErs is be uis jfar //y graded / 57'-0"Widtii`7 Patrsbo%ic Crow_rs 5=_O" _ _P4RA k"Y ARE.f ra BE ✓arils YY✓d/k UNIFORMII' G.i'.IIaEO �, �- 2".IsPha/t;c GOncrBta S1.rf.�►�P Coarse r 7y P/C.a[ lxoA/vsro/✓ r r ✓o//VT LOC4T/ON G" 4"%Osl�ia/t;e Concrete Base 4ourse! `\\o��� S/ �P�Os� ft. // 6 Cr sisi/ed Grave/ SubDasE Courst A A. R IV,4 BE RV4fovTO ` - rBY THE E/VG NEER EC EO � y T�� Eq'Controte /s Z,15 / Bi tu,ninpN s Tack Colt ¢G STREET S/GN [OCA T/ON \—Bilur»inpus PY-i�sB Coal' TYPICAL PAVEMENT SECTION "` �owtrF•r yet SID 564 563. 564 9 (SPRING CREEK a MORROW STREETS IN S.I D 558) WNEE1Cr/A1Ae AUMAI SEE � ICUNCRETE �e7R8 ANO GUTTER To be vn,form/y graded lYP/CA[ /N[E/[DCA7.k2rV 25*-,0- Width-5"Osrabo/ie Ciprvn 37'-0'FW1;2'1h- 7"Parabo/ic Crgwn __ 10'-O`kVid/h - Er Para by/iC 6row7 �'?'ar cs Walk 44'-0" Width 9'Parabohe L-,own _-4-4L - TYPICAL INTERS5CTION LAYOUT 2,� i—3 AsPha/tic Concrete Surface Cpurre �� i r— 5 AsPIlis/1iC Concrete Bass Course � i t 6"Crushed 4-rave! Subbase Ccu�rre ec-•o` • 1-P--�• e•bI "r a• • e " ' e0 � o•, a - � 'o " e - _ .z4•COnC ret! ,.�s'�7 --�i turninpuT Tack Lott `Curb j Fea/ter. 1. Bi tuml-prows t d .I Q TYPICAL PAVEMENT SECTION S.ID 559 8 556 (EXCEPT FOR SPRING CREEK a MORROW STREETS) + C0/7Gre'lc 9-urb � 6uttei- rk H4r.t� "a woya%'sou Loop i//beet st 4"L rv,rn "Crown NEW INLET AT LANGOHR & WESTRIDGE SCALE vz"- 1'-0• CROWN TRANSITION ( FOR VALLEY GUTTERS) REVISIONS Q1,y, /911fI C r 7- VL7S THOMAS. DEAN & HOSKINS INC lO �" 04611 [IL W. Wo „ � BOZEMAN, MONTANA MISCELLANEOUS DETAILS to vote orrc. I�/p,vP •N"wra A.�.� r • �� INC,INC&RINO CONiULTANTy. GREAT FALLS. MONTANA •„•••