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HomeMy WebLinkAboutSID 567, 568, & 569 I - -- - LEGEND EXISTING WALK �► } _ - EXISTING CONCRETE CURB ` ' ? EXISTING ASPHALTIC PAVEMENT` - EXISTING CONCRETE 5r EXISTING SANITARY ENt SEWER -+40ir_ - EXISTING WATER MAIN G! EXISTING GAS MAIN EXISTING STORM DRAIN LJL- - - {C� l� ! •I, I - EXISTING WATER VALVE Ir'L_ •� I --�:- EXISTING MANHOLE ---a EXISTING FIRE HYDRANT t II • h.,�, �� UTILITY POLE I • l 1 _ GUY WIRE .� nl [��mJ(�� - '�. . STREET SIGN TREE HEDGE -r I =LI r- �' _ I L' _ ILL I r •--.ter. WIRE FENCL tT1I I) I "-"-- CHAIN LINK FENCE ■t - . I= 1. �.-,-.,- �- o WOOD FENCE DITCH _ I A ," -'l IE N_ n� h ( 1 j \. a� CENTERUNE MONUMENT UG- UNDERGROUND POWER CABLE --7ut; UNDERGROUND TELEPHONE CABLE - - -''y' - - �- - NEW COMBINED CURB 9 GUTTER NEW CONCRETE ALLEY APRON NEW INLET B INLET APRON r T�j n NEW MANHOLE �- 11"� C� ,W., J!T�� '�llU.l NEW UTILITY LINES 1�lIII I �_ -/,�'I I I11T�J1t-JITl,lll - � ' _ EHiI T�- p � 1�� �� NEW FIRE HYDRANT l iljl I m m I 'I n I I � rT nT�rl , / rnr LJ'lIl�;'rL�IIII' lI��,llmll��ll LtW l�l 1 g- �HHHIIIJ__l!J�I ------ - NEW WATER VALVE '1 1 cs- ----- ---- NTW UTILITY LINES ON ] lI'.i7 OTHER IMPROVEMf NT SHEETS tn' GENERAL NOTES h 11 DIE� _ I *`? 11 THE CONTRACTOR SHALL NOTIFT ALI UTILITY COMPANIF_S IN WRITING AND SHALT BE RESPONSIBLE FOR SECURING • I THE EXACT LUCATION OF ALL EXISTING UTILITIES BEFORE IT I'll r� -j lI I' BEGINNING EXCAVATION. IfI r I i ALL POWER, TLLEPHONE AND OTHER UTIUTr POLES OR li I k f JI r GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL t�- � BE REMOVED OR RELOCATED BY firHERS, •�`✓ ' THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH EXCAVATION TO INSVRE ��"fl i CROSSING CLEARANCE-09 v imp ENGINEER SHALL DETERMINE THE FIELD LOCATION OP ALL WYE BRANCHES. S.I D. 569 ` S,I.D 567 d 566 •I I _ II °'M` - ����+ --- - �,...,q!/@.fy1 r„F?h/ OS_ - �G -TH0MA5. DEAN Be HOSKINS INC S.10. LOCATION MAP 1� s•,cr�r_ �.� MONTANA • . rure .�..r irv�yf .r _� �•,•!► _-„ , , C-,•;,N C S 80ZEMAN 4,LRING uNSULIANT GREAT FAILS I40IITA04A LEGEND & GENERAL NOTES ESTIMATED QUANTITIES (BY SID NO.) Item Description Unit SID 567 STD 568 SID 569 TOTAL Item Descriptluli Unit SID 567 SID S68 SID 569� TOTAL 1 . Type II Pipe Bedding 13 . Gate Valve and Material, in Place C.Y. 1.84 f 1 40 2 S` Valve Box, in Place 6" La. --- 14 5 19 2. Trench Excavation l0" Ea. --- 2 2 9 Type B with Type 1 Backfill C.Y. 14 , 483 --- 1 , 629 16 ,47_2 14. Fire Hydrant with Auxiliary valve and 3 . Trench Excavation box, in Place Ea. --- y L 10 Type B with Type 2 Backfill C.Y. --- --- 1 , 682 1, 682 15. Fire Hydrant with Auxiliary Valve and 4. Sanitary Sewer, in Place Box, and Barrier Posts, 4" PVC or ABS Pipe L.F. 2 ,645 --- 530 3 , 175 in Place Ea , --- --- 3 3 811 PVC or ABS Pipe I..F. 3,611 --- 768 4 , 379 10" PVC or ABS Pipe L. F. --- --- 625 625 16. 3/4" Water Service, 811 D.I. Pipe L.F. --- 100 Ion including Pipe, Corpora- 10" D.I. Pipe L.F. --- --- 20 20 tion Stop, Curb Stop, and Curb Box, in Place Ea . --- 76 1 ? 89 5. Sanitary Sewer Manhole, in Place Ea. 11 --- 5 16 17 . 1!" Water Service, including Pipe, Corpora- 6. Extra Depth of Manhole, tion Stop, Curb Stop and In Place V.F. 65 . 13 --- 13. 8 79 . 6 Curb Box, in Place Ea. --- --- 1 7 . Cleanout, in Place Ea . 2 --- 1 3 18. Railroad Crossing, Open Trench with Encasement 8. Wye Branches , in Plcjce Pipe, in Place Lump Sum' --- --- 811 x 4" Ea . 83 --- 1 84 1041 x 411 Ea . --- --- 15 15 19. Connection to Existing Water Main Ed . --- 9. Connection to Existing Sewer La . 3 --- 1 4 20. Gravel Stroat Replacement S.Y. --- - 31 10 . Railroad Crossing, Open Trench Lump Sum --- --- I 1 21 . 24" C. M. P. Culvert, in Place lump Sum l 1 . Water Main, In Place 6" D.I. Pipe L.F. --- 3, 325 1 , 937 5 , 262 10" D.I. Pipe L.F. --- 929 653 1 . 582 17 . Cast Iron Fitting , ill 3,095 1,465 4 , 560 �� �s1oNs A!/I. "f7AS THOMAS, DEAN & HOSKINS INC -- - - - BOZEMAN , MONTANA S.I.D. QUANTITY SCHEDULE 16 r.2� c... _ r.rrr___-__ _ _ __ etiur.o _ — • w - -—- £NOINEENIND CONSULTANTS GREAT FALLS MONTANA abler— s.x. NCZL _ •.wr. Nu.o •«..,. N � y o ^0 aj oQo m `9 Q ti Q Q h W 3. h W T) 10 V V) _ n Z I Z 2D•TYP W I W Q � Q ARNOLD STREET W— - -- -— ---- 8-- --rid— L�-- --- I - dl a� ^' W tra _ D a el m v h a 20 TYP W 9 a a ��+ U v ^ h ^4 = F- Q 30 30' M a0 a- W tiV 3 J O O \\ n h P e y W I \-SEE S4EET 4 V) V B.M CONSTRUCT/O/Y BOLT OrV F/�E ///DQAN ON N.W CD.PiI/E.Q OFX/✓TERSECT/O/V ON //LNDERSOrY-571fYE7-%LANCOf/1P XVZ'Nl/E 4934.37 STA. 2-30 TD 57A./0,25 — TYPE 'B"EXCAYA7/o111 v TYPE / BAC/(F/LL 5 \ 4940 4940 RIM ELEY-3GJ 35 - - _ R/M ELE/f=34.0 - -1- 35 PROPOSED F/N/SHED 6'PADE — — _--- J14930 4960 I t o0o z o aoo 2 5 t - - - 37S L.F 324 L.F s PraE _ 4920 4920 - - i 15 15 +--, h� hh ON Z I W� f N aa 12 I I 10 9 i3 7 6 5 4 3 2 - S DEAN & HOSKINS INCARNOLDM ETN REVISIONS THOMA 567 A R N O L D S T R E E T RV G_•?.M._ DATE-lI.-.Z/-7L DESCR.—.5'EGOR:J %� 'i�'v GATE AUI�./97l� - ORAWN. C�' JOB NO ' DY DATE---------- DESCR -SIGNED F a ND BOZEMAN, MONTANA SANITARY SEWER 3 ASsy0/yN ,y /J,. ENGINEERING CONSULTANTS GREAT FALLS. MONTANA sMEETs BY _.. _ DATE. _. DESCR. _ - ----- SCALE APPROVED-// -�QGLf-+.FILE NO. _- _ ui Z 3 F- + Z i 4i ui L'i W °I , 00 BZ SEE SHEET 9�_ O °v °v M "1 °m °v `✓ v � I I °� °'� o� � � o�. h 2D TYP. \\ �j ECOR AVENUE `r W F W I 2 3 4 5 6 7 8 9 10 Ir I- - -- — ---- — —D4LDQ ---� W`-- — P1 — w` -- / cn -- ---- ----- --Dd -- ----, 30 30' 3 W of 3 � 3 3 � � 3 3 3 3 � W Z /3` m 3 3 3 3 3 2D'T/'P � i V U V v w O Q ; M In TYPE 'B"E,YL.41IA71-IOIV y�A 4960. ryPE / eac sFi/� 4960 55, 55 R/M EL EY=52.2 4950, � �-RrM E�Ev-a6 9 ' 4950 E;Y/S7ii1�G 6'RD/J/VD � �-- 1 45 RiM E2-Ev=42.5 45 f� �f F//V/SEED GRADE 4940, T � � 9G2 4940 35 35 93� L f 8•O/VE � W 4930. /96z� 4930 3z F 8,•oIPE lk 25 jl 25 4jh 0 1 2 3 4 5 6 7 8 9 10 1 1 REVISIONS —^ SHEET No. e C.A.M. DATE U-2! -Z2 DES RE ISIONS D P[A DATE AUIi/976 DRAwN CK. oRno_ 43 7(o THOMAS• DEAN & HOSKINS INC. (V^ —__ _ — —__ S. I D. 567 R V E U E DY DATE _. .. . DESCR. -.._. DESIGNED �+ a ND BOZEMAN, MONTANA SANITARY SEWER 4 DEsc R.. sc ACE N /I Ar R.— ENGINEERING CONSULTANTS (TREAT FALLS. MONTA NA —TS a D TE__-_- _ i�E no. z� � V \ eV ch� � l, r ,N N• .� b I W 0. ' V I 20' TYP. h I h -- - ----'-- 5D3O-- — SDjOT-- --� — — xl 7 - -- ---------- i -rt- I _2 s o- - --p�_-�- ---� - r ._ -SSA_-�--.-q_-=_----' -,-+ -- - �- 5.---'- �- - -- - � �ar�1—J --- ---�-i --- - - ,00-Ti -'-w,o -T ----T-- -r - - -SIT I�-0� -fi -- w^y - - - - - - �-�� i r - - - I .� - -N'I/0- ua� -I� � I 1111 g l g LANGOHR AVENUE al 311 II o w ,9� o I I ~ Ic 11 v = � W W JO W WD 30 3 30' W =3D �o W O H d' W Z It Z a Q N U > Q = I f~!1 z z o I ^v a 5EE SHEET 7 ti n SEE SHEET 6 BM CONSTRUCT/ON BOLT 0" F/RE 110,PAN7-ON NW eiMNER OF/N7E.PSEC714::)N OF AIENOER501V ST,PEET!LANG'ONP.4)�N!/E ELEY=493437 ST4.25,25 TO 5Ti7. 28+3"4 j GP�r h TYPE 'B" EXC,4y4T/111v 5 TYPE / BACACF/LL - - I 45 - - - 45 i R V EY.-4L6 4940 4940 rRXM ELEY-33.2 �^ 35 - --- — _ 35 - _ J � 4930 Q. o I 4930 --- — --- -34 L.F. 8"P E _ I a i _._- -- 25 25 I ` o l f 4920 �,- — `^ � 4920 C D 15 , h i 24 25 26 27 28 29 REVISIONSSHEET NO BrCdtt1.- DATE1L21-ZZ DESCR.-f8ECORu Fa )N. __ _ DATE AUG_/97G DRAwN. el(An I.BN. 4.3 _7l0___- THOMAS. DEAN & HOSKINS INC. S. 1 . D. 567 LA N G OH R AVENUE BV DATE_-___._. _.DESCR DESIGNED. ,!./M . B I - asS'110 N "� BOZEMAN MONTANA SANITARY SEWER Br DwrE - - —DEscR. _ su�E APPROVEDyr �`YS/� no ENGINEERING CONSULTANTS GREAT FALLS. MONTANA , SHEET. �R w v °p o O o' Z w v W j « 3 a j�0 �! G w « Z O 0 ly M U N o �' 0 o cV V ti O w Tj Illv~ F a � I', v~iQ. I w h F h h w Z v ZD'TYP J Q V1 U I w w cr IRWIN AVENUE i F Q STAUDAHER TREET - - to cn — w g7.a8 = o I w = a W o w , > e e > cn 10 ° ° I Z n h a Q, h cr �r Q 31 vj — n i \ L5LE TH/5 SHEET —SEE TL//S S</EET 574.Df30 TO 57A.4 13D TIDE 'B"EXLA{4T/ON TYPE/"BOEXe,4i14T/ONo PyE h T/'PE / BAC{fF/L L TYPE / BAC/(F/L L 5G � 55 4950 \ 4950 \ / R/M ELEY=433 rR/MELEV.=42.6 rR/M ELEY=4 � 45 45 I P POPOSEO F/74:-,fA,9z- -777 4940 _ RIM ELEY-49.3 �. ��\✓�i i - 4940 3 35 �D.400 q AO.8"P/PE 'D 4OD 35 245 L F 8 'PrPE 4930 j 4930 25 h e, ti V y IN V o`^ 5 4 3 2 I 0 9 8 7 6 5 4 3 2 I REVISIONS - —.__- BYC YR_ DATE L!-21-_7T DES- REcarr.� PL1,X_ -ATE AUG. /97G DRAWN Cf Qj-7G THOMAS. DEAN & HOSKINS INC. S. I. D. 567 � IRWIN AVENUE st STAUDAHER STREET 16 BNEET"°. -_ JOB NO- ---_- BY DATE. .-.. _-_ DESIGNED / F.B NO. _ _ Br. scn�E AS SHOi1%fi ArrROVED./ "IE No_. ENGINEERING CONSULTANTS GREAT FALLS. MONTANA � BOZEMAN, MONTiNA SANITARY SEWERSHEETS Z OI I 7 QMT—_ W Z w I y� nN > I w I \ a I ct z I � I a w I HEND RSON STREET X g1— ---w—"'-- ---- i — -------- w`""=--- — -- -- ------- w 3 , N o � _ U 'I r � y = W H0 o O '91I o h v� ro ti el o� a�J v N P V v b Q u�e V h V) N ^ "` V) \-SEE SHEET S 57A. O*3S TO STA. S*30 GP TIDE "B"EXt,dYAT/0/V S 45 TYPE / 6A,h'WIZZ 45 /'•=so• -- - R/M ELE✓=39.5 4940 4940[ - --- - _ FR/M ELEK=37.2 EX/57/1YG GROUND 35; \ RIM ECEv=33.z 35 F/N/SNEO GRAOE � - 4930 ,� . 4930 I i 25 25 4920, i.m - - 4920 zq b ' I � 111111 � 2 i I r\ N r - HEET N AA REVISIONS Aac ,9,6 cam. 4. ,� THOMAS, DEAN & HOSKINS INC. S.I.D., 567 HENDERSON STREET116 BYC..I_LYJ DATE/L _Z/=�Z DEBCR l Er ORS v4HN ------- --- DATE DRAWN _ _ JOB NO _- S I D BY DATE---___ DESER __ -- --__ _ . DESIGNED P F B ND- BOZEMAN, MONTANA SANITARY SEWER ,/,/{ - ENGINEERING CONSULTANTS GREAT FALLS. MONTANA 7 BY_--. DATE_...._.-.___DEBGR.-- __-. .-._. - SCALE ArsfrorYiv gppROVED �(�- FILE NO SHEETS N o a���ti o o �q� o )\ Q Vc) Q V \ a 0 ha hvk,��� O� " �"'i V\ h v ovl�>� " v V) a Mb�� of Iol w I h w Z Z S I y N ^ I ARNOLD _ __STREET - - _ I 6 f 5 4 3 -- -w v I I 8 7 n wd� h V v � k 0 a Z 1 J V V a• V W i9' h h H � h h ; I = > 1 h ^ ? ti in � o Z i ° I- Q 90" r\ b k� �' P "� J 0 2� h I In 0 I h h H kn 0 I w _ SEE SHEET 9 U B M. CONST.PUCT/ON BOLT ON F/iPE HYDRA/VT ON 7V&CORNER OF/NTERSECT/ON ON HENDERSDN STREET `LANG'Of/R AYENL/E. ECEI�=4934.37 5TA 2,3/TO 57A. ------ TYPE 'S"E1CA147&21V 7 YPE / BACKE/L L i I I i 4940, 4940 ---- I 35; EX/s7/NG GRodNo --- 35 PROPOSED F/N/SHEO G'RgDE� �,._ 1 4930 --- --� -- 4930 I 25 - - 25 4920 4920 V 57A 2,3/ TD //fG0 /1Y5741LfD929.L F/0"P/PE O - Q 1 2 11 10 9 E3 7 6 5 4 3 2 -- --- /r REVISIONS .' /976 _ DRAwH_ Cff. ,Da Ho._437G THOMAS, DEAN & HOSKINS INC. S. 568 A R N 0 L D STREET SHEET H BYL.A.KI.- DATE �.-_- DE.— S.,i«',- "..� -.---.— DATE__ - sID 16 D. DY DESIGNED mo " F e MDDAT _ DESC ENGINEERING CONSULTANTS GREAT FALL NTANA SHEETS BOZEMAN MO WATER MAINS $ SCALE A.SS//OY✓N APPROVEDyr _�' FILE No _ _ � W � o V R R W Q v V W o 0 � •° � � j Q v �n �• v I�C15 C� , Z� ?v QW�� �W �ti ww V ���v U > ��l >v n4Qr• v n, 2h U SEE :iNEET/D y > U v eti v mWh; cr h - z�o ") � � ?e r`:�, " h r• o ti h SEE SNEF7 B - � O`B tV O J h M M•w. V) O\ x J C>� `� > � a4 Q� R�1 �Q �W tiv Q�hQ H Qv QW = V' M ti v �W Q2 till h� vv vi>w. h cn� uh �� � �N� tie F W ¢ ^ e �� ti 'N SEE SHEET -- `� N~ ' p T h N W - T SE OR AV�NUEin - - w w w w -4_x_X - - - 2 - - - 3 - a- 5 s' - 5 - - 6 s O 7 - - - 8 - - - 9 s� - -I - cn F- � l -- , -� J h a > v U O cr ti a w h \o ti + a �RcO Ra -SEE SHEET 8 qk'v� �Re y��Cl Qv\> STA. 0./9 TO STA.//.6.f TYPE 'B"EXCAydT/ON TYPE / BAC//F/LL =SO' 4960. 4960 55 -- 55 _—� v 4950 4950 45' 45 _ F/N/SHED GRADE 4940 - — 4940 35 35 4930. 4930 STQ O+/9 TO 57,4 //+S'S w t a s W O WIn W h /N57,4LLE://96 L.E 25 25 a _ P k 0 1 2 3 4 5 6 7 6 9 10 I I 12 REVISIONS T --T- — - - a.C.A..M. DATE i- 2i -2-DEscR---A Coe:J P,vi✓ DATE. lJUG/97G DRAwN Ci>. ,�R 43-7G HOMAS. DEAN & HOS S INC. 8 S E .- KIN E C O R AVENUE N U S. I.D. 56 _ RY DATE -__ DESC R.. DESIGNED ' F C DATE DEscR_ E As$f10/YN OVED - ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTANA WATER MAINS s"EET. vM w >v D O v v ChQG Lv G h J " I Z hO�hi Zv��op V `9 �Vl _� `O� h Q�v� h\ vF` m pm m� M' o w h ?p > O �� I� > Q t NZ � h q 4i w m v V r.. O„ QQ�a� � ��Qv �. h� �Q co � VI �� .v~ W h Q vn-'4 mA ti � T v nvv n — Q v� ul q w z V - I °' �a�� �� I > �^�" �AUDAHER STRE rn IRWIN AVENUE I Q q " 3 I w' cn 3 I 9 4 9 7 --- ----- 5--- 5� --- —� — e' I _ w �I o w Q U I n I I,) v k h H Q I O W I Z h ^ ^ =O /.9 U) 9. w 19 I P P 4 (n > I M N Q' ~ N Q m h op 30 1D' h h y Z e e — Va 4 } 71 SEE TN/S 51-1EET J cr T SEE SHEET 9 SEE Tf//S S.;'EE STA. Or/9 I STA.S+OS _- STA. /+97 TO STA- 9+36 zl� E 'B" EXCAI'AT/O TYPE 'B"EXCAYA710TYP TI'PE / BACKF/LL � 55 TI"PE / BACKF/LL 4950 55 45 4950 \ — � E sT/NG CKouNo _ EX/ST/NG GROUND - F/N/SHED C.PAOE �� AINisvED MX�C 4940 45 h 35 4940, 4930 35' n v n Oil M v1 W M � ku v W Q STA 1+37 76 9+36 . it �I /NSTALC,P73-9 F 6'P/PE � O y STA. Q s/9T0 S+OS /NST.4LL W96 L.F G"P/PE � V �aj � N`� v - --- t X ` 5 4 3 2 I 0 9 - 8 7 6 5 4 3 2 I MEET N REVISIONS ------- GK.---- 63-.,G_-. _-_ THOMAS, DEAN & HOSKINS INC. S.I.D. 568 IRWIN AVENUE 81 STAUDAHER STREET �6 / n AuG !97G 10 6v{./1�./✓. DATE 11�/-_7-L- DE9CR. .'Y�Lid�rl I��IN _. DATE - DRAWN JOB NO... R. DATE_ - _ _ DESCR_ F R N� BOZEMAN, MONTAI WATER MAINS AS SX/O/s�iY ENGINEERING CONSULTANTS GREAT FALLS. MONTANA I.E.T. R DATE DESCR. _ SCALE _ APPROVED - FILE NO. - `v 14 v Q� 00 5EE51-/EE7-9-+ v h� �L�i'N4ti h v hj WZh ui > 2 p, P In r� Ot� O�Iv of h �v �� � Q N w ID Z ham '`` o, h 2 W Q I I ; m I \ , Z I \ w HENDERSON STREET I � a Q - ---r --- --- 5 4 3 ° 2 I W ------ - -- — - - --I � x M xo h x x W ^ 0 o n I O I p cn I SEE 5.4EE7-9 B.M. CONSTRUCT/ON 3DL T ON F/RE HYDRANT ON N W CORNER OF/NTER5EC7/ON ON f/ENDERSDN STREET!LANGONR AVENUE. ELEY=4934.37 -- - T T - -- --- 6 TYPE -9'EXCAYAT/ON TYPE / 3,4ell /LL I I 45' ! - - 45 4940' _--- _ �' _ --- 4940 - -- _� �\ -Z I/S TING CROUND 35 _ _ --- -- 35 { _ - ', 4930, 4930 1 4925 I ! - — -- - — -- 25 4920, _. 1. ; � ---- - - -- 4920 I w V) W 57-A n.4i 70 7,86. W �t0 I /N57,4C4W-94f LE 6"A/PE vi LV i. ♦ W -� - - 8- - --� - 7 6 5 4 3 2 I 0 - --1 -- - REVISIONS THOMAS. DEAN & HOSK.INS INC. SHEET No. R nm O AUK/97G Cis. 437G T S. I.D. 568 HENDERSON STREET `+ v1.1-"c Mt OATE.LL'2J___72 DEBc R.—l1.LLQBQ - -/_�L/I11L — -- DATE— _ _.—..—.__ DRAWN _—_.—..-- JOB NO.. -- _ - Dr DATE DESCR. n�J`�o)uN DESIGNED n P� F No-___ BOZEMAN,MONTANA Dv DATE—_- DESCR.—.__. .. SCAL /l _____. APrROVEo ENGINEERING CONSULTANTS GREAT FALLS MONTANA WATER MAINS sNEE1s _ FILE NO. -X m41 oo Q. wO� �� a� Zt tiN 4� Q� ��i Jai t� c- h EY/ST/NC SEIYER D o CA ai I —W tiG E1/57"/N6 SEPT/C TANK \ 90° \ �\ - j � - -J o'i c�,, d- of �}-o'• �j W c0 ^�Q PROh/DEDNEW SEWER SERY/CE � . '1� '� n � �, 40 L F FROM MH.'`4 i CD/VNZ-ZIMPTD W E S II D \\ 1 e` f w 6— _ _ GE DRIVE— 3 W G_ z EXISTING SEPT/C TANK N E. OF _ _ _ - 9UMM/T E/Y6'/VEER/NC 8U/LD/NL,' i \ A PROYOZ-D CL EANOL/T !O EASEMENT f l / \ --- 60'GDNSTiPUlT/ON 3/ �� \ ' - �a 20'TYP t h C +W * N ' UI Qo u V SEE SHEET/3 R It I O 574/2+D2 BU/LO M�L"4 3 Q� p O / h j Z o N 1 v 0 Q ^ T B-M. CONST PL/CT/DN BDL T N O O J ON F/PE f/,VO f,4N7-ON Q Q g AVENUE C UTT/NC STREEZ FLEK=4 9/9.88 57A A+30 O ST4 /2 D2 - -- _ - - ' I _ i I I T/PGr 2 ACK /LL i TA �GD 7D d 7 3 TTP '8" YC Y4T/ # TIDE / AC /LL i f I I I I 1 i I I ' r - _- - - - - --- - , I 4 - - - - - TIL-ED aYE YYc� P E 5E E R ER - , - I -- _ - EL£lf-/ j - 1 j = -- - - — - 4920 4920 -F/L EDTQTOP /-/lj!f/ RIV - - i - - - - - - — - i - - — - i r �t �t z - _ 15 15 4910 4910 20S L D a Z = 2/ L 7111 05 05 , -- - - - i } � - - j. , -t 13 12 II 10 9 8 7 6 5 4 3 2 1 0 REVISIONS AL/G. /97G Cis 43-7� THOMAS, DEAN & HOSKINS INC. S. I. D. 569 SUMMIT ENGINEERING a„EET ND. DATE-- DRAWN Joe No. ENGINEERING CONSULTANTS ' _ __ ____ DESIGNED_ �'pM F.e.NO- -- BY.. ._— DATE OCE=R. 104H GREAT FALLS B02E MAN-KAL19PE1L MONTANA BOZEMAN MONTANA SANITARY SEWER a„EETe � 2 eT DATE DESGR._ SCAL APPROVED l ALE NO _ - t s q. 11111ED TC, ST/NC Y&'�- k 4" SEA" PP--EX/5TLNG 5EPT/C 7ANKL1,5 1,4 I 13TB,M C4/V5TRUCT/O/Y BOIJ O/Y FL,PEA ORA/VT ON/NTER5ECT/O/Y OF �CUTT/NG STREET ELEK=49i9 88�Z+D TD 5TA. 4 j - - --- - -_ -- , 25 2 7 TOP:OF N. TYP4920 - - - - i} ROU/Y t - - - - 4 20 - i EY v7 s - - - - - - _ 00 - - 15 5 ; -- -- -- {-- - 1 - - - --,-- } i - -- - ---� 1 , 4910 4 91005 I { 1 T 05 q i . Pr , 1 I -T } 16 15 14 13 12 II 10 REVISIONS AUG/97 CIS. o3-7G THOMAS, DEAN & HOSKINS INc. S. I. D. 569 SUMMIT ENGINEERING SHEET NO BY C.B.A=L� OATE /,-,J-JI OE6CR.. 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MONTANA DETAILS SHEETS 16 -.- __.. _. _ -- - APPROVED FILE NO._ _