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HomeMy WebLinkAboutSID 576 & 578 L ImuAAT3--'ellawlts(gy an,lira LISP— 'wL=Dum Unix ilri S;b Lm—_ FT 11114AAll" OW I 1. TVPC It fue .10(teuxi 3. lrwi,J-Do'..v.uar" lypa I! WUI•TrPd , da-.I"Ill 12.75r. n&ItWrY Sewer, Ln ftmoo 4 pipe 1,509 h . S I.D 576 � 0 Lop` r. 01 Pr F�F:9 in Hart X.. 'bd7a idle l [ � +^ m �- �I InII L. V07"&Rwhal, Ln Plarr, is 19 waur VrL,,if, :1.1. pipe I 4 O.J. npp to I'l. " I 7_1 pkpt �7 D 578 L A f IF In FIbm c� k., ILI , �� 4 J." Fire livarlot witjl owgillasy Valor mul lj*,L, In Knint iQ' Fd LL��H hd q Ltj, . * - F - -I !I, J,4, WWWr�i-rvLv . ImA.W.-j- Milm carparaucm;;�P. cum 3k",40 GJA on.. la%are T TI I'll I T_ jr; Ell If, 1_lAvr-oUwo tc LALctlwj Wc,tcr Mw 1-4. L TTIELT I'll T 1�0 H -1 ILT1011" T T UIET IT j , gym start Ir- a I _j JL �1, l - I i ! ®I , Q�� ~ �I I',',y l LEGEND GENERAL NOTES THE CONTRACTOR SHALL NOTIFY ALL UTILITY COM15ANIES E XIS7 ING )VALS IN WRIIIN47 ANr) SHALL BE RESPONSIBLE FOR SECURING EXISTING CONCRETE CURB THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE r L EXISTING ASPHALTIC PAVEMENT BEGINNING Ex(;AVATION EXISTING :ONCRETE PAVEMENT _S�r EXISTING SANITAR'l SEWER TELEPHONE AND 01HE09 ALL POW E R, UTILITY PC-LES OR 0,'- EXISTING WATER MAIN GUYS WHICH INTERFERE WITH THE CONSTCONSTRUCTIONSHALL — BE REMOVE[i OR RELOCATED BV OTHERS. EXISTING JAS MAIN % L 504!__ EXISTING STORM DRAIN THE CONTRACTOR SMALL EXCAVATE ALL WATER LINES EXISTING WATER VALVE PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE c CROSSING CLEARANCE. EXISTING MANHOLE EXISTING FIRE HYDRANT ENGINEER SHALL DETERMINE THE FIELD LOCATION OF EXISTING 5RAVEI RGADWAY ALL WYE BRANCHES. C. UNDERGROUND POWER CABLE r, uNDfRGR0jN0 TELEPHONE CABLE ALL HIGHWAY CROSSINGS SHALL HAVE THE PAVEMENT NEW MANIP-OLIE REPLACED WITHIN ONE WEEK Of THEIR EXCAVATION. -AL il N[W UTILITY LINES EXISTING FITTINGS ARE SHOWN AND BASED ON DATA NLW FIRE HYDRANT FURNISHED By THE OWNER THE CONTRACTOR SHALL NEW WA7tR VALVE BE RESPONSIBLE FOR EXCAVATING FITTINGS AND NLW UTILI(Y LINES ON CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW OTHER IMPROVEMENT SHEETS riT TiNGS. lap— 'ITHOMAS, DEAN & HOSKINS INC S.1,D. LOCATION MAP, OUANTITIES .&.-4. 1 . - ENGINEERING CONSULTANTS..,... BOZEMAN, MONTANA! �LIIIPIIIL LEGEND a GENERAL NOTES io 445)IC .� �. 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BOL TON f/,PEHYORANT AT S rY COR/YER NORTH IN STALLEp 0 CENTER OF LOT 2V A!/E/✓UF f BEALL STREET ELE✓=4788.5S W OR AS D/4ECTE0 B y THE N h B.M EA5T CONST BOLT ON F/RE /-1,'OR IVT AT NAY CORNER NORTH E/YG/iYEEY /9*�AYENUE �OU,Q6'TD/✓�"TREErE[E6.=979/9B — - - - _ - - -_ - - - - - - S -A O - f Y rP - 1 1 a • t i _ -- I _ -�_� 4800 95-- - - - - -- I , t , , — i 4790 -- I _ - z r 1. `. 85 t AEA_ 4780- - — — I I - r ( r I , XYJ -- - - --t - : - -— -_ - _ — - -- , I I , 75 4770 r { �rA I ' , I - '�LO 3r - - - - - -- - _ N3 Z .7 Q - -_ - --1- - _ -- tt - 65 r { Wig -- - - , LLCO 7�-_-FE L 4760 --1— 8 9 10 I I 12 13 14 - - REO I 2 3 4 5 -6 VISIONs THOMAS, DEAN & HOSKINS INC. S.I.D. 576 NORTH I9th AVENUE ATE- ENGINEERING5 9NEET NO. �cvrVsr.�a.Pu9'E791 APR/L, /977_ cP /11WF FC/4-- ,or No z6 77 - D � •=. �_-oeecR �- '^S' n�--- -.- ---- -- - - 'wN_ E NGINE ERING C ONSULTANTS ..ALE PALLS BOZEM<N-K4LI9FELL BOZEMAN, MONTANA WATER MAIN 9NFRE _ l Z � o � � N I I oZi � � W6 -+- -------- -Do---- ---wu' -- -- JI NORTH 191h AVE. ri { ----- ---r--- > FARMERS CANAL - 2 3 4 15 6 7 18 19 110 I I 1 2 - -- - --- - --- - - - - - --- - --fl4- -� - -- - - -- - - --I -4Y'- --- - -7L - -- � - IVB.. 3 TYP W -� In W Buhl N�ht ti-.Mi �ti�t �`vtlt ��ht ant�N gN hl AD��, ht A, Q� p hl q �P Q I I m 9� V h V V n Ct - ruG - ---- Toc — ------ 9 M EAST CONST SOL I O/✓F/RE NYORA/✓T AT S YY CORNER /YORTN , -AVENUE E BEALL STREET ELZ{t=4799-5 S.M EAST COiYST BOL T ON F/RE HYDRANT AT N.W CLW/YER /✓OR2 /9^ 4yEN!/E fD6W f7-9 STREET 1 S A 4 O TA A4' _ YPc B" '_,( 4i1AP&lY - - - 4790 4790 i - - _77 - + _ - - -- - - - - 85 85 -RIM; E[ t7_4 478 - - 4780 , i. .. - -_. -- ._ - --' - _ - _- -__ - -- --_ - __ - - - -_- _ F/AV/S O GRA E I - - - - - - - - 75 /tCAf EY 70. / - - — - 8 - - __ - - -- I i f• rt � : Pl 4770 4770 - I k , .•4 , 65 i� - - - -- - - - - - - - - - -- 65 -1 --- - e Q �2, 3,0 --- -- -- - r- - - - - -- 4760 ti -- - - -- --- --- - _- - - _ -- - _ - - 4760 55 j - - - -- - - --- - - - i 4750 _ -- �, _ # ! _ - - - - -  4750 - -fi _- _ i- - _ - I I. - — - " I i _ _ — - - _ - - - - -- -_ -- �- - 0 I -�--2 y- 3 ------- 4 1 5 -- 6-�- 7 8 9 10 I I 12 13 ����frL p��� REVISIONS � � THOMAS, DEAN & HOSKINLINC. S.I.D. 576 NORTH 19th AVENUE 55.EET Ni[-Al DATFAf, lZa_ DEBC11-JL1L��VV1T-_TSATQ---_ _—_--_--- OAT[.__-_.__�___---_pFAWN-_ —_---_-- JOi NO.._—_.--_sY PATE -- pEiGi_ _. .___— ENGINEERING GOIJSVLTANTSBOZEMANMONTANA SANITARY S E W E R 50yQR/z GREAT FALLSEfOZEMAN-KALIBPEL_ 6NEET8 3 by PATE--.- DElC11. SCALE - A1•PROVCD FILE NO _ _- _ _ -__ JJSTA.0+00 RlAf49YEOEX/5r v h lz Q v v W j V v O C W STA /+/5 //YSTALGCD/U" CAP i CONNEC7EDNEk//D"L/NE h ��� w,O �e Q�h, v h> gZh ;� GATE VAIiE VALVE� ;;. > h w•0 R O BOA' �4 Z N `w ♦. y lu +i, Zw. h W Z r�STA /*56/NSTALUA'D"x I., �c. , TEE THRUST BLUCKS h a N� Nj�� tl is ' STA./+56T0 /+G3 REPGACED�� hW��� `u\ 5'TA D+UD TD 2+95 7 S.Y. 6RAllEL O n h °' Q h h __ -- EPLACED 2 79 9.► T �\ R GRAVEL U) H _ 22, d_ AVE. ---- — — a- — --- -- — ---- ---- --o a' \ STA./+7S//✓STALLED — - 5 I - --- -- -- -- 13 ---- _ 15 16 I7 I 9 2 0 2 I 2 2 !O"GATE VAL t/E i - - � -:.•.•1'•�- •• ��� °+ 1 17 "1 0- �4 Ili 'A. z 9S ,,"STAG LE,w'-p a 7 f TNRG'ST dR .' ` ti 3 m Ix B,M EAST C'ONST Xk BDL T D/✓ F/RE f/YORANT AT S N CDRNER NDRTN A0"'AVENUE BEALL ST,PEET NDTE=&47ER SERE/CES h h EL EV=9 799 SS Q c W> r1 Q //VSTALLEO n� CENTER OF LOT h•w.Q6 o n No7e ALr JfR✓/cES E.rTfvG Borti' s1 n ZW AS O/BELTED Or Tf1E BM EAS7 CONST BOLT DN F;RE h'YORANT.4r EAJT i{,/EJT To ;irv/ E/YG'//YEE.4. /NDRTN PO'^AVENUE f rJUFT9TON 5'T,4EET _ EC EV=477D./D - TA.rO+D TO }}STA: i9S - �� --:. i - - — t 57A. 9+,9 T S7At 22 7 E A T/D -- T.YPEt-B eAY Et - I { I t k � I __._. - I 4790 r { I { I I __ - - - 4790 ' I - - - --- --- -- --- - - - - 85 — — �- - rt 85 4780 -- 4780 t — — — — — — — 75 �— — — — — — — — — --— _ � . — _ t 75 lr'05 NG :GRO ND - ;- i - Oi' SEO_17 l -L7 - - --- - -- - - _ - - - _ _ 1. 4 7 70 -}- - _ - -- --z 4770 I , 65 _ 65 - - - - -+- - - _ f r - t16 f _ -- - . . i FEJ - I t -_ - _ - -- - _ - -_ _- _= 4760 � D TO - 4760 - / !Z - +D2 D 9S -— - 0 1 2 10 I I 12 13 14 15 16 17 18 19 2 21 22 REVISIONS / 9 sHeL�No m.rc__AFJS/�T DeAWN..__✓�C -_ ._ __ JOe NO._..��7 T H O M AS, DEAN & h�O S K I N S 1 N c. S.I.D. 578 N 0 R T H 2 2 nd AVENUE _'J_'___• { 7 ENGINEERING CONSULTANTS DATf _ DLLCe.. _._ _._.___-_-_ S-1. /~�5O �Dn/z - �rI110VED�c^ -�r_LC�^�.'- riLL NO__-__-_ ___-.._ _ 677,GREAT rA'��5 B02EMAN-KGL.�SPELL MON TA Nd BOZEMAN, MONTANA WATER MAIN 9HlET9 4 Z a" -o IN 41 '.V oil I � �jth �'41 37 ORTH 2 nd AV "':''.•: I I �' 2 1 3 I 1 6 1 7 1,8 1 9 210 2 1 {1 .:'.I..•':{{ __ ._ — — —_— — — .— ._—_——_—�}_--- — -,.• .. cn Wit' :t::` W � m 3 KK 1V �°� V Q `n phi � h �mI � ^VI �e, . `� � �'•'�`•' V V V � V Vv ti q BM.EAST CONST BOLT ON FIR,,- //YDRANT 47 V V V SLY CORNER NORTH e0-,4A'ENUE f 864LL STREET ELZ_/=4768 SS B M EAST CONST BOU ON F/RE IIWRA/YT AT NORTf! £D AYE/VUE f 4VfSTe>VS7R6W77 EC EY=4 7 70/D A +73 TO ST-A /+Z31 r h _ - } - --- - B" XCA 710 - 1 - - ! , — - j - -- - -- - - — - - -- - -- - i 4790 - - -- - - - 4790 - - - - -- - 85 -_ _ - - - - -- - - — - - — t 85 4780 - - -- - -- - - - - -{ 4780 { ' 1 f 75 - �{ - -, - - - - -- -- — - 75 , �rR -1-1 t r b9.7: i 1 \ OPl?SED=F/N,/SK L E r - -- - - —- — - 4770 4770 —r— :,RAD f 4D - _ t -- - - — --— --�- — , IOc_ oo 65 65 _ - , - 4760 -- 40 r- -- =-, - r t— : , 4760. 10 7-T- 11 12 13 14 15 16 17 18 19__ — 20 21 22 --'— _ S. Lc�P 3D N R/Z--- ArnRovm•:'✓A.C F -- NO REVISIONS 19 7 Z(�-77 THOMAS, DEAN & I10SKINS INC. S.I.D. �j78 NORTH 22nd AVENUE ' v DAT!- •tZ''••^. _ D[fc R.. a• —_ —_ DAT[—..__ DRAWN-- - �OII NO.-- -- 5 z�� 04 H ENGINEERING CELL LTANT MpNTANP BOZEMAN MONTANA SANITARY S E W E R F.L. f,NO.. _ —__ .:�pE AT FALLS�BO2E MPN-KPLISPE LI. � SHE[T9 5 ,L[NO __