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HomeMy WebLinkAboutSID 432 i E �1 r E �TAl�� l�✓I k F i f rX „ 19, f l' ECIA IMPROVBOZ M N DISTRIC �f NO 432 o ID s o � '. Co C IA 0 Prepared By : J ' HAROLD HOSKINS & ASQOCIA'TES E:ngineering r'�nsultants Lincoln , ?.'-oraska - Great falls , Montana ' II 1963 w �'�'"�+ F1�:,;'..�1._�"".....':�'`� T��� ' - �'��� �;a,.,Es'�I ��. ���•:•:� "' .���'-* � _'�-•',••-' Schedule of Approximate Quantities Special fmprovlamen/ District ,llb 432 trC�y'` , I 7' 1 r nli D-tv.* a ' ; ' la ;� Descriphon -- - L/n:f • •� 'Ns- sK y:�� rr,1� + [�� ���r .1 Rol' '���'�i'''` i�' Schedule I St.eat Z � ., r- �s �� • .� i `Id"&M.9 Sfrer7gfh Sanitary Sewer Pipe L f 5549 'r , �- . 1a, ai.•�' 7 ` +0"fWra Streng h Sanitary Sewer Pipe L F. 3 700 to M'*}; I L1�t�•viF,�7 'd «.__- t :2'Ex/ra Strength San.�fary Sewer Pipe f 3 056 �}� •�,�, �� .�'1� �� ! I ;�• ' I , c %S'Extra Strength Sanitary Sewer Ape L f 2504 +B-Extra Slrenglh Sanitary Sewer Pipe L f 4 002 .� `_.; y •�•Sv i � 11 �. ►� " -�{1» - - -r a Caaf Iron Pressure H9 e, Class /50 , f 36 'MYt I�t�{ }Z` l0'Cast Iron Pressure Pipe Class 15D L f 150 i*,fiA., c> _,- � 2"Gust Iron Pressure Pipe• Casa 150 L f 20 1114 � ��'s�4j• ;. �� -y�,, 18'Cast Iron Pressure Pipe, Class /50 [ f /60 �4 . !A'r u ` - a •� .�„ ,r fi• 1 36"C M P /rrigafion Tubing L F 149 '�,. ;� •� h ` R^ OCRrl�l '� 14'CMP for SIpfron L f /B h ` ` 1 �F' ~ y- 7 fxf IL /ra Depth aFMavitw/es V. 273 5 h e r t 7 "'* ; h E e f a 111 [� Yl "� y 62e7nechev7 to Erist+ng Manholes Each 3 ��� :_ S''+' ►' o a, l��` •' Earth Excawhan with Type I Backfill C Y. S 67t r ii�►+1 1 �! Earth Exvvatno(7 with Type 11 Backfill C Y 10 606 Sheet 9 ,• Rock Extavatjon with type 11 Backfill C.Y /00 t ti�xl r���_' b L-: r�.` "+er�r�'�►i`�''t. r• AD& Bead n9 Materiel C X SOO Pavement Reascement f Aspha/tic Concrate) 5.Y 72 Pavement Replacement!Cold Mix Asphalt) S Y 1396 �� �� � ['r *• J n I �_ Concrete Flow Stroctura Each / ���• 1 ►► - `� '/ - , - Caxrete Wafer Stop Each 3 TAop lu - 41Z eet /4 Sheet 15 v 1• eras +1+k Schedule ff B' Extra Streraglh Sanitary .Sewer Pipe L f 4053 10' Extra Slrenyth Sanitary Sewer Pips L f 5470 P - - - - - '`- c 7 15' Extra 51rengib Sanitary Seaver Ape f. I065 s N Sheet 12 10' Cast Iron Pressure Pipe, Class 150 L f. 20a',- _ yP6 / p I Earn 30 v li - Manholes TyAe 'B'(4'depth) Ean+r 1 r L _ - - l Y Extra Depth of k',inholes V.f /87 ♦.' - - ` - S Remove Exist;nq Manholes Each / f - Connection to Exishng Manholes "Ich 3 4 10'x 4' Wye Branches 'FaCA, B �Tr r Earth Excavation w+/h 7ype I Bsrkfifl C.Y ro968 Earth fxcava>7an with type 11 Backfill C.Y. 2 707 Rock Excavation With Type Il flvckfll C Y. 50 Pipe Bedding V'gteria/ C Y 70 Pavement RBplac4errier7f Kola 04 Asphalt) S•Y 1549 _ Bid Sc&.-+ /e LocatlonS Le end Genera/ Alotes. B'cj from Sto- /e Str- �� 1 AeriMay 3 Photographs tar/his proj 5heef Aib ect Taken Schedule ,Vew Sewer Line May 3, /962 2- 7 I D-00 to BB•225 Vew Aforihole 2. Bidders shall sahsf themselves as to saI 7- ,o ll ftE ?2.5 to ,43`06 VOW Wye Cannechon ,and gro✓.•id waler ea-&Ybons prior to bidding. ll I6 I 0�00 to 88•O6 - iwshng -5rwer Line a ier ass ea's✓ar no resparr�+f i,ty d�yr&x>d l7 11 0000 to 15 •75 "'6 Exis.ing Manhda o,.� 1 B IL O.00 to 1 a OLD •'• Fxishnq Sta.m Orman water rack a•ea'tier .wbsur/are candiJ•on s en- 19 I 0-05 to 15 43 --�-- Exishriy Wafer Line carnMerr� al the Irma of construcnon 0 A �•00 to 7 b5 Gas line 3 The exact locafian of existing utilities is to be 2 2 0 II 000 to /0►65 Existing property Line de'ermined in 1he f.eid by the Ca17tiactor The 71 Lr I *00 to 6�60 ____ -__ fawner>ssunes no respa•xsibility.�s fo the aeniracy of the locations shown. 4 All manholes to be constructed are 'TWw A' unless otherw,se designated on the profile sheet I -- HAROLD HOSKINS & I N D E/�ASSOCIATES X 8 I��� • *..a* C.7!( rusr,- ENGINEERING CONSULTANTS BOZEMAN, MONTANA L _ I GREELEY.COLORADO GREAT FALLS.MONTANA uNCOLN.NEBRASKA SCHEDULE OF APPROXIMATE QUANTITIES .-� J • •� MI - r I • Mom OEM ME==M ME MIIIIIIIM RoomMoll - all MIIIIIII- MIIIIIIIIIIIIIII R1.2 pmw_.MM::: C— _ m I,iEEEEeE��G��i� IIIIIIIIIIIIIIIIIM _ Ii _ - -- -=- e =� =9�== — •- Rd F-F E IN - - - - �a �. mom limm IN — =aa�_—a MEMO ME ---=—��_--EE:lC—•�_=_—=-=wL =_ = E-M- _= .,=M-om= _ _ _-- ME_ — — —_—=_CS MOM= - --- • . • - _• i 1 = K, • ' r ,1 Nei ■ �� � MENARM MOM � -- -- �-mom 0M WE ffl07 -- _ _ ---- -- -- _ Wnw- MM -_- -- _ _ - EM MEE IN rs MM M ==NEE INS -M MEMM mom -- - -- -- --- -- 001E • ol • . • • d , • - � r, ' • t I 1 , 1 5' i ' 1 I � � 7• • J 1' 1 � s _ SOME�E—_ EE EE�E P•/f�•/. • .l. 1 i. •. , lfw.� E_�EE��E--E_�� —�� �r�� �R�!/•, _ N�N N— N—�_ _ N� • _ SEEM _ _ _ _ _ N—NN� E= =�E _E=E_E— E_ _ �__ _E—__ Sa� � __ � EE_MEN E �E=SEE E=E—EEE _ —�� -- _ g. .�� _ acaS -- _� MEMO owlsME _ -__— :CI _ — _: .—LL 1 �S�— �� • N -- _— ---- +- ����uool_'�=� l�YQ - _ sib mWasm miMENEM= E -=E _EE E�E E�� �•��! ��N NN—�='�fitN_—=C_—— --E — =00 — amm El _—C•./�__r1I1�_�•_E EC_�_=�EE_—�=—EEEEEE�EEEE EEE� EEEEE=E_EES`EE __EE_NE�f�—_—��__—___ E—--�E aim N_ _—m I __. __ SEE ��EE�EE��EE S —N�����_N NN N ___ \L�� �_— •__ EE • SANITARY SEWER 1m=1 i _ ddhm Ask.. aw- i•r - c • � � �• pis � , =O Eli=�� = =� �_ = = � J=WMIRM E- E {� .'• ME. , nun= --r �r••.�a%i ��_ �-��__ r•- � � ==� E E�;��eEEEs � �_ ����E��E =��=�E_� �� a.�•=� E_ E_ (`y _- -_ ___ m Wn M NEW olmlo melt ==111 "s= E�i�E -- --�--- - --- -� E= :oEE=EE �� M _ EE - �� _�� C _ Elo no __ _ _ _ _ EE� M_--__� E �EE=E�=EE=��EE_� _._sM _ _- __•__ ----- HAROLD HOSKINS ASSOCIATES BOZEMANI MONTANA ©© • R t'� - IOL r MGM ME _ ---- _ ME � ME mom ME 0 ME ME �� NllfilrA7• --- --- M MOM _ SlE --••- MM MM Mom IN ME MEN - � -- --- - _MMM� M��__==-=�C=mac ==� --- MMINME ==� �i��-= _ MEN � ® MOM _����� =i m == ME � - — . •cl _ Y ` ,� � 1 • if f �� � �` bo II �\.w� � �• Ate T. � fn - II 1 - _ r w� .._ � - / is � i II • �' // '- , J■ 1111 � �® ��® PRM , SEEM= _ ====E�� E= 1 m�EmE=_!� MEN � _.� �� •aaa•-------���.•_-- '�------�--�- ..�. ----- -------.��---��-•is �--M--•ram--�..- �- --------ram-- 1 fff• - --� ---��.-��---- -,lf.•r.--�J�-- ---��-- fi• - . i -�m1•--�� � ; ffa fff• ffa• iS�--�.-�•�----_��-_i��--_fi--------_�_�.!-_ - --� r\III 1 ----���•�- -�.Y-•If, -���----- M\- �_____� Ems _MEMEEEEmom � __--=-�__=_=_s�_:�_--____—_—___�.:! 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DT. „ HA OLD HOSKINS & ASSOCIATES s _ • ncw. , INGINEERWC. BOZEMAN, MONTANA MANHOLE TIES 24 �'.CVLJ4 NEBRASKA GRELLCY COLORADp ANTSl3q U.T -ALES MOW ANA 23 1-:92's -d I 1 F' l5 9' iApprorl I 44-0• 1J kip Rep 1 A P Rap 1a; 00 o �� a 1 COPsr Z4--J4Cj CMR-8ily-0us Coated o, o �o` fo` V GIB; i�?I G Matt fJ Ft Of Ends tO fAlSt Ground C fn0 ^p 0"���CO�. ----____ a 0 SIPHON DETAIL 1 Sea/e %i_ /'o Sta 31 3 r, 0 {- e � A A _ l r- - ` gl LLJ 1 4-b., �1 - — WATER STOP 1 - - - _1r— - - Sca,e 44=r-o. IB S+nG'+3I,63.4763r62 rHv/r,ne te•re a?9a Aye) 22 PLAN �t I ri 00ri ( ti Z QG p r t�rsn v^^round n. c, yJ, � ► ;Yr,---�-Trf,r rT�1�T11�--:.J"iT-mrr7 - P.pe r;r' w ?r, le.,l SECTION A-A SECTION B-B CONCRETE FLOW STRUCTURE -� 24 wrn vs REVISIONS -` HAROLD HOSKINS & ASSOCIATES BOZEMAN, MONTANA MISCELLANEOUS DETAILS /� Q„ �,��� u.l• «'I F-NGiNE£AING CONSULTANTS MISCELLANEOUS L04,MN. NLORASK♦ GRELLEY.COLORADO GME4.7 FALLS, M0047ANA •"rrn r. w�/ rtac• -