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Home My WebLink AboutWalton Homestead Subdivision PUD - Complete WALTON HOMESTEAD SUBDIVISION PUD WATER , SEWER & STREET IMPROVEMENTS BOZEMAN, MONTANA GENERAL NOTES AS-BUILT DRAWING SHEET INDEX 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO Cover Sheet Vicinity Mai, & General Notes BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. THE COTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION Sheets SS1 — SS7 Sanitary Sewer Lines ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. SSW: 14th Avenue Sanitary Sewer Line 2 ALL PLANS AND THE MONTANA P BLICCTIONIAWORKS STANDARD D SPECFCATIONS,TO THEING FOURTH EDITION, SS2: 15th Avenue Sanitary Sewer Line Sto. 0+00 to 12+84 DATED JANUARY, 1996, INCLUDING ADDENDUM No.2 (8/08/00), AND THE CITY OF SS3: 15th Avenue Sanitary Sewer Line Sta. 12+84 to 25+97 BOZEMAN MODIFICATIONS, MAY 1997, INCLUDING ADDENDUM No. 1 (2/19/98), y ADDENDUM No. 2 (3/15/00), AND ADDENDUM No. 3(5/08/01). a SS4: Juniper and Mae Streets Sanitary Sewer Line 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS eeolNu a. SHALL MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER SS5: Jessie Way and Roy Street Sanitary Sewer Line AND THEE CITY OF BOZEMAN ENGINEERING DEPARTMENT. SS6: Matheson Way Sanitary Sewer Line 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT riffin Dr. OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER w' ` 4.°4 I \ SST Apartment Sanitary Sewer Line and Details WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND \ MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE l+ \a Sheets W1 — W7. Water Lines MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND W1: 14th Avenue Water Line SITE MATERIALS BY THE ENGINEER. e«+ R4, r`9� a \ 5. ALL NEW FIRE HYDRANTS INSTALLED SHALL BE EQUIPPED WITH THE "MUELLER W2: 15th Avenue Water Line Sta. 0+00 to 14+00 HYDRANT DEFENDER SECURITY DEVICE', WITH LOCKS KEYED TO CITY OF Oak St. W3: 15th Avenue Water Line Sto. 14+00 to 26+80 BOZEMAN STANDARD. ti "ems W4: North Loop and Juniper Street Water Line 6. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL a e,snst W5: Jessie Way and Roy Street Water Line BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. � I ,°„ s<, a 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION I W6: Mae Street and Apartment Water Line OF THE CONTRACTOR. T mar ck S Z U I W7: Matheson Way Water Line 8. PROJECT BENCHMARK: ARROW BOLT, FIRE HYDRANT AT THE NORTHWEST CORNER OF s: ❑® OAK ST. AND NORTH 17th AVE. ELEV. - 4935.95 (CITY OF BOZEMAN DATUM) MARCH 31, 2000, FROM AUGUST 6, 2001 TO PRESENT ELEV. - 4936.99(CITY OF I° t Sheets ST1 — ST10, Street Improvements BOZEMAN DATUM) c ®❑ 0❑❑❑0 ST1: North 15th Avenue Sta. 0+00 to 14+00 9, ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. Durston Rd. ® ST2: North 15th Avenue Sta. 14+00 to 27+00 10. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED - L DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. _ S ��❑®0� Iug�l� ST3: Juniper and Oak Street 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING 0 z .i ❑QQ❑®� � ST4: Jessie Way and Roy Street ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. "'°'°' ❑01�01_ © ST5: North 14th Avenue 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN ,,,," ®[ai®®Men enh II >t �I and Mae Street FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. I I' W. M in St* �®®©� Im ❑0000 ST6: Alley s st. ❑000 ST7: Matheson Way III It ElWhg. ko ®®®®® ST& North 15th Avenue Painting and Signage 13. WHERE SIDEWALKS MEET INTERIOR STREETS PEDESTRIAN RAMPS SHALL BE CONSTRUCTED ST9: Oak Street Painting and Signage IN ACCORDANCE WITH A.D.A. REQUIREMENTS AND CITY OF BOZEMAN MODIFICATIONS ST10: Street Details STANDARD DRAWING No. 2529-8. 14. WHERE THRUST RESTRAINT IS PROVIDED BY MAGALUG SERIES 1100. MECHANICAL JOINT RESTRAINT, AND MEGALUG SERIES 1700, RESTRAINT HARNESS FOR DUCTUILE IRON Sheet SD1 — SD7, Droinoae Plans BELLS, OR APPROVED EQUALS, THE FITTINGS SHALL HAVE THE MINIMUM RESTRAINED VICINITY M A P LENGTHS OF PIPE. NOT TO SCALE SD1: Main Ditch and Storm Drain Sta. 0+00 t,o 15+00 FITTING RESTRAINED LENGTH OF PIPE SD2: Main Ditch and Storm Drain Sta. 15+00 to 30+00 90' BEND 23 45' BEND 10' SD3: Oak Street Storm Drain 22-1/2' BEND 5' SD4: Block 1 and 3 Storm Drain 11-1/4' BEND 2' 45' VERTICAL UPPER 39'. LOWER 14' SD5: Block 4 Storm Drain it-1/4. VERTICAL UPPER 9'. LOWER 3' SD6: Drainage and Grading — North 8" x 8" TEE BRANCH 47 AION LONG THE HRUN ROFTTHE TEE SD7: Drainage and Grading — South 8" x 8" TEE BRANCH 29', ALONG EACH THERUN DIRECTION OF THE TEE SD8: Storm Drainage Details 8" x 8" TEE BRANCH 2'. W/10' EACH DIRECTION ALONG THE RUN OF THE TEE 8"X6" REDUCER 39' ON LARGE SIDE FIRE HYDRANT LEADS ALL JOINTS DEAD ENDS 93' IS. STORM DRAINAGE PIPE WITHIN CITY RIGHT-OF-WAY SHALL BE REINFORCED CONCRETE PIPE (RCP) OR PVC PIPE. PVC PIPE MAY ONLY BE USED FOR PIPE SIZES 36' DIAMETER AND SMALLER. SEE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATION POLICY, PAGE 48. PE STORM DRAINAGE PIPE (HANCOR, ADS, ETC.) MAY BE USED FOR THE PIPING FROM DETENTION FACILITIES, AND FOR STORM DRAINAGE PIPE WITHIN AND THROUGH THE PRIVATE STREETS AND LOTS. nnhl Rocky Mountain Engineers, P.L.L.C. IRAY H. CENTER Civil Engineering & Land Surveying 4' �5853 ES 1700 West Koch Street, Suite 7, Bozeman, Montanc 59715 (406)-586-4859 Ffq `VN=- UNLESS SIGNED.SEALED,AND DATED, DRAWING FILENAME. /2Co As-Blt-882.Ewg 07/08/2004 THIS IS A PRELIMINARY DRAWNG SET. v EXPOSED AND REMOVED THRUST BLOCK AND APPROX. 20 LF. OF EXISTING 8 D,I.PIPE, STA. -0+10 to STA. 0+67 -INSTALLED 4" BLOWOFF AND BLOWOFF SERVICE LINE. STA. STYROFOAM 40 BRAND INSULATION,4'WIDE -0+09.96 - INSTALLED B"GATE VALVE AND CENTERED OVER WATER MAIN.PROVIDED 6" VALVE BOX W/THRUST BLOCK. OF BEDDING BETWEEN TOP OF PIPE AND STA.-0+07.96- INSTALLED B" 45' INSULATION. BENCH MARK F.H.ARROW CAP BOLT. p`1� HORIZONTAL BEND W/M.J. RESTRAINT. -ti BENCH MARK F.H.ARROW CAP BOLT. BENCH MARK F.H.ARROW CAP BOLT. ELEV.47 CITY of BOZEMAN DATUM Vb STA. 1+39.48 -INSTALLED G Ev.=4746.63 CITY OF BOZE ELEV.=47 .3 CITY OF BOZEMAN DATUM `C 7 + 5 e%1 MJ X MJ TEE, 25 L.F.OF ?+ A +BB 31- INS ALLEO O R) HORIZONTAL BEND W/N.J." 1 t` STA. 6+82.51 -INSTALLED 8" STA.9+50.97- INSTALLED 8" RESTRAINT. 1"CLASS 51 D.J.PIPE,AND CAP C �� GATE VALVE W M.J. LATE VALVE W M.J.RESTRAINT 8"X6`TEE, 10,5 L.F.OF 6" VO W/ 1" FLUSHING TAP.TAP TO BE / D.1. PIPE,AND FIRE HYDRANT BENCX MAR[iF RROW CAP BOLT. STA.6+45.46 - INSTALLED RESTRAINT AND VALVE BOX AND VALVE BO% W/AUX.VALVE ASSEMBLY PLUGGED AFTER FLUSHING. (W/ STA. 13+19,56- INSTALLED y: i U 6%{ MJ%MJ TEE,25 L.F.OF (W/M.J.RESTRAINT) N.J. RESTRAINTS ON ALL JOINTS) 8%8"TEE,W W.J.RESTRAINT 0' 4"CLASS 51 D.1.PIPE,AND CAP STA.6+67.51 -INSTALLED B" CLASS 51 0 1+80.67- INSTALLED tl" k W/ 1" iL AFTER TAP.TAP TO BE D.1 P TEE, D F LF. OF 8" DUCTILE ION PIPS STA.9TEE, 1 . INSTALLED S T 0+38.58- INSTALLED �0 STRAINT AND VALVE BO% PLUGGED AFTER FLUSHING.(WI D.I. PIPE.AND FIRE HYDRANT 8"%6"TEE, 10.5 LF.Of 8 STA. 1 + - II A STA. 2+38.40 - INSTALLED ,�K ) / GATE VALVE W/M.J.8'X6"TEE, 10.5 L.F. OF 6" RESTRAINTS ON ALL JOINTS) W AUN.VALVE ASSEMBLY D.I.PIPE. AND FIRE HYDRANT 3 8"X8' MJ■FL TEE,W/M.J. ' `• 0.1.PIPE,AND FIRE HYDRANT RESTRAINT 57A. 3485.67-INSTALLED (W/M.J. RESTRAINT) W/AUX. VALVE ASSEMBLY RESTRAINT AND VALVE BO% i I u W/AUX.VALVE ASSEMBLY B X6 TEE, 10.5 1 OF 6 (W/M.J.RESTRAINT) I I (W/M.J. RESTRAINT) D.I. PIPE,AND FIRE HYDRANT W/AUX.VALVE ASSEMBLY (W/Y.J.RESTRAINT) 'J o, 2+DO ITV@nu _ + \ $ _ ;1 _ _ - -------_- ------ -- ---- - - ----OF - - -------- - I - 0 00 - --'- --_---- --- - --- -- -- ----- - - - ' tg+oa 3+oD BENCH MARK F. ROW CAP BOLT. - - _ lE q3 - (' -L -l7S3- STA. =1N INSTALLED I- I STA.0+85.5 - I lT /I '�I �/ 6%4�''"'J X MJ T 2S LF.I•I,^, 1;4f` j I B"!OLIO SLEEVE COUP R. i 14"CyuS 51 D.I. W/ 11�FLUSHING TAP. AP TQ - jI r I I PLUSFRED AFTER FLUSHI G.( I - ' RE RAINTS OH ALL JOI ITS) I I n j IRnI � .°°" nr b I Q1 �� ie - / � ' SI i"1I I I 4'11/1� - -_ ^� � ^'��_- - �M' b�MW?�Y'/✓OC i �i-g � ` � I\ �. �w0 1 �• II �~ �' 11lIIIII _ ��F- I� ,(r. I (n ` I I • - / Z{ llll'lll I �. & 1 1� -_ _ /r*i1--_-_-_ /_ 1 ^ _ __ _ -'_._-___�-__' „ '� / •\_\ ''� tz `� I 1 tl / i 11 nllii I ` �`"�=:� -,-- - _ -_ 3• j la'IR j 019B.7B t j I o'j� (;I I:,I 1�.-_. __.J� �. ----- ;- ,j- - -- - - , � � ---c --�L,� _I _ _��'-�•_ 1 -I� i, �•\; j ; � � � �I �., � � . ; � � i o � ji FAr-=� --- -�--- - ---M=•v- -_ --- -- -- - - '� " II I ! I 1 \ M.I j t - - _�$ � J - cl --- - --------'- '\ I � ` NorthOp II 11� I *YI '\I'I'll; I '• •_ I I '�,>�19` _ ` 7 tl �� Scale: 1">=50' I ❑I I' 1 u 'Illt„n ^ •n 7. `I rii - - ( 0 25 50 100 I I AS-BUILT DRAWING it - \ yt ,d �- NOTE: THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE MAIN WHEN FROST IS IN THE GROUND IS <s� _ 14 h Avenue ate Mairi a mm� 3 n sJ m woi<o _�eA L < _ - 4T50 -- _'q , z + 13=�$ - w< --_ - - e- _ =nW - _- z < ;> oo> PROPOSED FINISHED GRADE - ss o I �<z n zwo z z� 4750 i W u W' Sa z< q c;i\H o f m W nS J `R.x Lj; i if, i 'rl F .<j a E%15TING GR NO PROFILE- No�w tlS �W+ +eii wow ? -3 i3 ri! � 'ag' w{ili Fx"3m\ 1 _S2a a: mS<z n 3 o z :F zi c VI`ooe11,; lee' t�lE' r4u� oc - Kr:m In m C \ _ '1�s 14 r z u a � - 0 ' zNi m n� '4 n�^y 3; Ili. xN?� Y" 1°;.I< o .iia - a e NOw I<oN +oN a gg� c7o+i� i-L a a < in4oZ3 jrl� r<ilov3 <�i,m 4740 4740 - - 6.5'MIN, LOT No- STATION LENGT COVER(TYP.) I'WAIER-6ACE R CLASS 51 DJ.PIPE 1320 L.F.8" 2 10+81 1 25.0'AT I k 11 10+81.9 25.0'AT o .._ 0 10_ I 1+22.1 _ - _ n e J 9 11+62.5 25,0' RT RCp '�rc '�'e o 8 12+43.9 25.0'RT .• a Tu' )VF! WATER FERVICE i iw s7 z�rc ` 19 1+41.0 25.0' AT 1 110�< 1 s I\x I n C 18 4+29,9 25.0' AT u \ 3m_ ��>� IS _.2.e. Iff "� 4730 473D _ MM11 p,'-Q� - - e � EOu p 24"AC MININU SEPARATION STA.-0+10 to STA.0+67 - INSTALLED 4' n> s i i 16 8+12.1 25.0' AT > od 1 STORM DRAIN F1i_\\ " 1x CENTERED 0/ER WATER MAIN.PROVIDED 8' « WATER SERVICES (DEQ DEVIATION) Of BEDDING BETWEEN TOP F PIPE AND �� N.63 17 6+47.5 25.0' AT re vloc a INSULATION. o h o n r ry n n n ♦ n a c. n S v + i v .i ♦ • . e a v a v • • v ♦ ♦ a a e v a � v 0400 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 t0+50 11+00 11+50 12+00 12+50 13+00 13+50 Ll FE AS-BUILT DRAWING `�n1gq,H1 DESIGN BY: DATE DRAWN BY: ATE: - .9'''6 RHC 04/28/2003 DAJ 04/30/2003 DRAWING SCALES: �Q� OO �I OLAA.J��lJ�L:,�D UVt�D�V��J�OW (�MI�f��r Rocky_ _Mountain Engineers, P,L.L.C. = i�5, REVS ONs A CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' �JWL5l5 LJ CITY LETTER 06/02/2003 RAY�STCEErSffEN CITY LETTER 07/29/2003 CONTOUR INTERVAL: I' ar�{}�1 �6 �� WL6 vl�n MUM AS-BUILT DRAWING 11/24/2003 Civil Engineering & Land Surveying y',� 9 PROFILE VIEW: HORIZONTAL: 1" = 50' gl T - = 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4,FfN aND`PY�� DRAWING FILENAME: /2WGter-As-Rlt-882.dwg 07/OB/2004 VERTICAL: 1` 5' uwul.�. i i �'I � I 5 Q • /!;l. IA ""ASS" I �9�,1j1.,_ i ---L__,_�--��--. ( i � I I I I / I t gliiililil- I o iiii `d I I I .rh i ; / M OOK I OMro _ mil, IIIIIIrI IY 1� `1 OS KI 3„LAO,OP.PO N __ �-+ �_ 7• -i S_ -1 ---- -------•--------� _�.ta _N_ ti� s_F�=K.° - - - - - ----- i' -i-- �_ VI - -I _ ------ eee�=�35Fvo6"siwsme=_c°°�i•� = j� -�_ I! - - t^�s �G` .L p - I 1 nipiiii k 3�i I �� ._ - __ Ii g i � _ _ _ % I I Mnr��l _ ,J•I��;- - �-- _ aPriLa-s J 1�7 r °� � ` _�.. Y- nl - w , ./�_- _____ �_ - l._ � _- - •� '-� - �L.1.�.=tom'"' f! I � � �, � fI r I I I � �_,_ l a} :, III ; •-_-- STA 9+98 92'�.IN Y lE0 11 t0•SHf _ AI•Fq N _ _- T. 10 .8�r= INSTI ^' --� -f7\.,-I I I PIP�iD FIF�HYD A M. d , -'oF € tl• SEM Y �tE5M�810! .-� 1111 ;• i \• JK i ' ��1,Ki 3 C ^i iBJ '.a `� __________._ ___ __ _- _ __ RESTRAINT _ __�_y_` -19 � '\ "� 1 i ! i u i I --_ \ i-E annm I T A t• I _ l LI In - -tHE q AI ! 0 I y- h/f •b';; , I �" .'J i I ,�16"� _ B Xe'TEE. \ N 1 / h ..4 Ve L_ R I obi ?� SBBB i i '' 'p,a "/ �•i�iiii 1 { '�' S'l li I .` b STA.L6+80- INSTALLED.p• �` i II iI [ IHI I iilii • \ "� �,jI - 1:• GA E VALVE W M.J. _ \ ~ 0 + + +i u ' II� t i 1IIr u a� 11i1ii i RESTRAINT AND VALVE BOX i /I ' I li�i1111 i'iii'i o \ '= iitHU1 n •.Z•R. .'' �/ - _ - - i II ' i I 111 i'iiil I N1 \' t4 O 'F•N. ROW CAP BOLT. 5� 3+97.99-INSTA D I STA.:6+75 INSTALLED Y--,�l F I--_ --- _ �(" 1 1 STA. t +03.t77- INSTALLED 8 BAN H MAR i_H.I AR C - _ A DAT I ---&Jlb'TE. 24 L.F.Oi B 0.1. - -' \I \ - - i IIIIIII I I b 0+90-INST \ B"%"MJ%MJ TEE.52 L.F - y i 8"%6'TEE. 15.3 LF.OF 6' i '•° nlulll I1 c8 6 TEE, 16 L.F.OF 6 D.I. �i'STA. 3+18.92 -IN�iALLEO PIPE,AN FIRE HYORAl1L'T//% _ �y'� � C 0.1. PIPE,AND FIRE HYDRANT i I;I IHIIIIIII �- \ - 4"C SS 51 0.1.PIPE, NO AU%. VALVE ASSEMBLY /�` f� d nIW I III, PI E,AND FIRE HYDRANT W/ 8"%e"'TEE, 16 L.F:OF 6 0.1 A 8+49.4�' IHST I W/AUX.VALVE ASSEMBLY -- P,MmI I q W/ 1TI FLUSHING T P�T I .. M.J. RESTRAINT VALVE ASSEMBLY J - PIPE,ANO LIRE HY RANT 0� ( / ) BE 0 w M J - (w/M.J.RESTRAINT) i i IU I 1 II nN yr \ PLU0�D AFTER FLU No.(Wf' RESTRAINT) t AU%.VALVE AT BLY k .." i 11111111 n1 2k.F.STUB AND CA�-NORIN- '\ � / _ �RESfRNNTS 6N'-FIL�JQINT�{ !, �� - _ - - -- - - _ STRAINT Ji unnl 111„ I W/N.J. REST RA i - _O,y ,� i m ! Iolu1 n1 0 TEE-W�TNRU3T-ULDCK I• �• _ - _jam c � _ _ """ '•'•' - ) IPA - BENCH MARK P: ARROW CAP BOLT. 0` \�' I i !I I - - - - _....__��r i ___ _ .. :t. _.I_. __-.__ •____. '� �STALLEOt R. .ft I.ft ELEV.=474.6B N ITY F BOZE AN OATU - 1ya'KENO W BENC �,ARK F.H.ARROW CAP BOLT. ) _ - 1 • RESTRAINT v ._ I LEV.- M BENCN MARK F, . ARROW CAP BOLT. -- - a 1 ITY F AN I q / - ;1 ,^ I _ - North 15th Avenue BE �RRQ�GAP BGLT i - - \ _ + 1 5400 / I J"OF- N D „ • - aM LJ „€ T e FIT pall ___ _ 1'.1 -- STA.6+00.91 -I T_ LLED OU00 DI"� i 1 (I __ __ {IjSr_+ J.. _ _____i___.-_____ , MJ_)(MJ "E .5 L.F.�F\A\ '1 • I - / I - OO i I I o3 __UlOR9J33lNSTA _ yT I _ TALLED 4'-CLASS 51 DI PE,AND CAP NCH MARK F W CAF�Ocl I -_ If'-1 r I 'lLGOy i I I 1 pf; 8 4 MJ%MJ TEE, 1" FLUS"ry1NG-T TAP TO II I, u1111iii - 746 &- ITY A ` PLUGGED AUILUNG. W 1 Iii�iiii " 4"CLASS St D.I.PIPE, ND CA - VF ( / idW�1"FLUSHIN&TAP.TAP TO B - 1 _ � RSGGED'SN75) 111 illiiiiii - 5�iy''-----�- ^='L I I I . i I { Pl D AFTER FLUSHING.(w/ - _ .....,,-. _ /`'`,� I i !I REI RAINTS ON ALL JOINtS) $ r`� _ __ '� L• __ .�_ -W-M.JJI I _ ___ _ _ _ ____ _ -�` 7 i i I I •STA.4+D9:�7-1 9YALL-D { 1 o>xo-tPu 1-a: eecvicee_a=-ee3 $_ ,--_ \.-._. P � - -/� _ - 3�,• 8 GATE VALVE _ i ! _ x _RES7RAe/i-AND VALVE-BOX Scale: 1 50' g +8.1 -INS A- D UPm,,JIm1nM •r- j AIL _ -�_ 2 - i O 25 50 t00 § - i� Y%D TEE.W/M.J.RESTRAINT - -_ _ - J - - -- , ---= _ >, - I� �� I F1 n n n n A8-BUILT DRAWING n 1'L �� 4160 - - 4760 NOTE: - - TNE ORWII SURFACE SHA BE BROUGHT TO FINISHED E WHEN THE ATER LINE IS NSTALLED TOP EVENT FREEZIN OF WALT III THE MAIN HEN FROST IS N THE GROUND LENGTH 15t Avenue ater Main Y On.m 3 0+82.7 30.5'RT v 22 6+02.9 33.5'LT �� o\ 15 8+41.3 57.1 L i%tj r 3 p y 14 9+10.1 48.1'LT n iz p $ 1 10+34.1 52.5'LT LL 2 10+99.4 52.5'LT 3 11+29.3 52.5'LT PR OSEO FINISHED GRADE oil 'n<Fti -0�7 '`-_� 4 11+99.3 52.5'LT 18" 4750 -- o - -- - - n - b - -- - i p J. u z S > E%ISTING GROUND PROFI E S5 p\ s Jp'-.�. °D o� m .acN 31 4750 ou vli Fti u u pW• ; ��-�' m�<f-^ �u`y' JF n C I W m ry io i 7�.i $ I -py 1 zw p -: S<z MINIM M 1! 7 oc�.�UN „ j ~')� Y'i i0oai rile' 3pZW `z, �` o� n~� u> n� SEP ARA 1'. rA��W ipo n��i �'> -`�iWr -1* alm�im n . xU\ � Fm i iorc - - - '�• 'to- 'J - > i"�ec, a m�3T mS �. ril rilmi 24" It �• � MINIMUM ,t> ry g�<>� �Jr[ a3e Z SEPARATIONS 0 o� s S < 'k. 7 In> 6.5,MIN. 1.5' z �j cO%ER(TYP.) 4740 CIoIt< nIS ov3it _ I`ncis C,aoi rrlm`s � - - --- _ -- 4740 ZE MIN9ALIM SEPARATION Opp a z7� W_ � m ��mmU• rr 1400 L.F.8"CLASS 51 DJ- 'PE o �'•' -o n i �4 1 is i� s<s > > 4730 >R�hIAIN - WA ON HOMESTEADm[i 3�. rl m ri1 tfi V J LOT No. ATl - << qm <v1 a i - - - - oE�W a73o S z mac i cis 20 1+11.3 52.4'L +mw m��>-' ova �I^ic 21 4+DO,0 52.2'L H 3 °' • - _ :a rZ tms<� rod 2 4+633 s1.a' - 2 5+43.9 42.5' 4730 8-BUILT DRAW a73o pi w v e vno N n n a a i ♦ i a a ♦ • v i i a a ♦ a a a a ♦ • a a i a ♦ � + a • v a a 0+00 0+50 1+00 1+50 2+00 2�50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+DO 12+50 13+00 13+50 14+00 14+50 15+00 15+50 0♦3,'r 1d i1j'I,)) DESIGN BY DATE. DRAWN BY: DATE: + y h RNC 04/28/2003 DA3 04/30/2003 DRAWING SCALES: LAJ L 3L5�OO W WO��aU��L 1D �JIJQDO V aU�OLttJ Rocky Mountain Engineers, P.L.L.C. �� 7h� REVISIONS DATE; CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' RAY H. CENTER CITY LETTER 06/02/2003 �JLfUL'�l5 5653 ES CITY LETTER 07/29/2003 CONTOUR INTERVAL: t' {}(!� n wlt M [I M/7/l V[�In MUM OM (aV/l o @o p 0 0 d 0� � su u t v LSW L5 UU L.1 L5 W UAJLz1 L�1 aU LI L ! 00 40 �4 00 Civil Engineering & Land Surveying AS-BUILT DRAWING 11/24/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' y,1,�a R)T F.H.Elev. Correction 04 05 2004 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 PR �N--- DRAWING FILENAME: /2WGter-As-B1t-882.dwg 07/08/2004 VERTICAL: V. = 51 pQ (](�Q WIK417 F 11ga1�,• 7 -- \ - I �111A, TEE...�6 i, !iK IRAE3 , rJ. / ry ti; ______.. II - - _ _ _ __ __ _I .54 - RESTRARIT D VAL 50% ! ___.I_ ` i ,J.RE5TRMIT, - h i LAW +01 7 ASTALLE 60' ' % _ _--_ I 6+ .24-IN�ALLED E O ii -j� i1 ■ ,A MD VALVE T VALVE J I i h BO%.AND 10"X 6"T, VALVE �--- _ SLEEVFC .J I 6 T A z7 - I w ST LE BTA•...+50 160 BEN H MAR F.H.AR I C IP BO L.F. OF 6" LT. S7A.77+70 2 RISTALLE� �' r- _ _ _ __ / I I HEST -, o g I LE.=A BD A ■ 6 - - - - - - L1' I , 1 T nn •t If y 1E SEMBLY STA. IB+ �*HYDRANT �1_ A I I I -I - I i I - - IS LS Y I I I ' •� IN$T z - I I I i ; ^,� I I NT) I I< k I L,I I -a � I I I .. i`o, �I I C GRANT AN VALVE X �� h + 26t00 ----- / .LIP J.VAL M Y I I 14 LPU " __ EVH763.8 CITY,OF q y1�➢ I ' EL41 CAPBOLT. OF BdZEMAN OATU q yr°� I i •.O`O I I it Vj p 0 In la try Oc` °Io e - l x l 1� w 1l°0 - - Scole. 1"= 50' - C31 Z Homesites Subdivision E-11 G 23 5o 100 \ AS-BUILT DRAWING 4770 _ -- -- -- 4na 3/4'WATEI SERVICE STA NING o NOTE: o; ..I 3 0 3 MDEO DEVIATION RE RED FOR SEPARATION FROM THE GROUND SURFACE SHALL E BROUGHT 7 FINISHED GRACEio F y r 7 s H e F EXISTING SANITARY SEWER MAIN.(MIN 0.5') 26 1]+11.1 30.5'RT WHEN THE WA ER UNE IS IN ALLED TO PR NT fREEZINO F < z <G < ii z PLACE FLOWABLE FILL,(MPWSS SECTI N 02.225 MIN 2S 13+6/.5 30.5'RT THE MAIN WH FRO3T IS IN NE GROUND i of i i .j �n o o m,� 3 iEE}EACH SIDE Of EXISTING 55 L NE AND iULI i u i f ri _ WIDTH OF UTILITY TRErCH FROM TOP OF PIPE TO 24 14+11.2 30.5'RT - - - 1 J��Z - T N 13 I � MID-H IGHT OF 8"WATER LINE. - - 23 14+4■.2 30.5'RT ,^o i N g N m n EXISTING 10" '�_ $3 r< SCHEDULE I 22 is+73.2 30.5,RT � o�a S e 91. o > 4 14+76.7 32.5'LT +" 21 15+06:3 SO.5' RT 10 i i= ^`JC i< PROPOSED FINI HED GRADE m<>i SD 42 15+10.7 325'LT k - 4760 -H o g' m EXISTING GROU D PROFIU: x ; 476n 43 13+73.5 32.5,LT B9 19 15+90.7 30.5'RT o SS 16 16+50.7 30.5'RT e u 56� o vmT.nsr. 44 16+36.3 32.5, LT a 17 18+70.7 30.5'FIT \ G RCP [nsmia 45 16+76.3 52.5'LT sa o uuxs.1.6 WININUM 4e 6 17+20..46 5S2.5 - o " s°s o SEPARATION 17 5+12 7:LT 5.6 MN. 13' ;fly 6 LT DOVER my) 15 1■+51.2 24. RT 1 Li 49 19+11.0 55.8, LT a Q50 CLASS 57 O.L 6'40 15+72 _ O 7 rrrgH��>>. 4730 SO MINIM M ' ss 7 7 b; +9 b y o o SEPARA ON �<J 3//"WATEt SERVICE STATIONINGLENGTH omC y 24" I zi I; z _ 14 19+27.7 29.0'RT <=0S MINIMUM + ;< `•' '�' 13 19+77.5 33.7'RT SEPARATION 0 y� i +. + z t.5' SS S Q w n i 3 g u g> 12 20+27.Is 3■.1'RT NOTE: W d M iJ �•' '3i 52 20+31.0 44.6'LT iNE CITY OF OZEMAN WATE�_217T MNETa" 9F1 ME%PEN .73 IJ i rn m 3:i 3 Ili o i '•� 20+70.8 /0.8'LT 4740 - . -- -TW W z 54 21+10.6 35.0.LT 4740 10 21+44.0 47.4'RT NOTE: LLo � i i i N� m o n o i 55 21+55.3 35.1'LT THE CONTRACTOR SHALL NOT! THE CITY 21+81.5 43.5, RT Of TONZEMAN R.A WATER DEPARTM NT WMEN LT i o N Q>_m 8 22+32 0 41.5'RT THE TCITY RCAN'SCHEDULE Is CRE NNiOD S0, F g m jam•_LT_ _ ABANDON EXI TING WATER AN SEWER z< o i t r�m i> 7 22+82.0 41.5'RT E I ES TO H PROPERTY. "<> 9i 1 �i r z U, 55 23+09.6 41.5'LT o �� a z�W 15th Aven e Water Main 6 ?.ez8 4.s;� a _>< <x i 4 24+32.0 N.5'RT 4730 a o 3 tie-_- - Ci rc -I i 3 24+82.0 41.5'RT -- -_ 4730 �$-� = 1 26+05.8 41.5'RT Z�i�Oo AS-BUILT DRAWING 12+ + 13+00 13+ 14+ t4+50 I +00 + + + 1 + 1 + + 1 +0 Z+ +-�C: 21+ + +0 22+0 23+ 0 23+50 2+00 2+50 2+ + +110 215+ 27+DO RHC DA04/28/2003 DRAWN DJ DA04/30/2003 J?RAWNC SCALES: �Qa4OW WOO LAAJLS�LJ�L �DDUVQDD��/�cJ�OO W (�I"Lf1 Rocky /14 o u n t a i n Engineers, P.L.L.C. {T REVI ION DATE CHECKED BY, DATE, PLAN VIEW: HORIZONTAL: 1" = 50' (� [1/1 /� (� �7 s RAY565 CENTER CITY LETTER O6/21 2003 CONTOUR INTERVAL: 1' �p4�W IAA1Q�� z_ LVZ 10 I,60 0 VO gtowg).TO CITY LETTER 07/29/2003 Civil Engineering & Land Surveying AS-BUILT DRAWING 11/24/2003 ]� O� 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ffR` DR p�?y r' FDRAWINC FILENAME: /2Wote ZOAs-Blt-882.dwg 07/08/2004 PROFILE VIEW: VVEERRT ON HORIZONTAL: 1I 5' paQp �� 4 v� CLASS 51 - �Gw , �( y , 3 os— — _ — — _ — _ _ — — — — _ _ —Gos-- __ , ' 1 , - _ — — — _ — _ — — — -W- — — — — — _ — — — — — —yr— — — T —W— — I 1I'I{ O I I I I r �.� AS-BUILT DRAWING ! .L i Oak Street -. - ------------ West < I I nu'ni 4. I{ t t 1 ..T...�� — 1. J I IIII 2 eii 'u I I 71- __ t nnuuu f• p � etH41111tt1 \ // AA �� —_— .nr� .E=cc ------- LZ ........ / oat STA. 2+46.00-IRSTALLEO ew - raxoN' li I i `rs'".a" A VALVE M.J. I iiiiiiii j{ { 10 I RES40 TRAINT AND�ALVE BOX --1 A •� --'---_—� I. r I STA. 1+27.49 - INSTALLED STA. 1+32.49 - INSTALLED 8 XB"TEE.W M.J. e' 11 BEND w I RESTRAINT M.J. RESTRAINT 1 r P S 4 III I iP' I I I B W-OFFHYBRANT,BEE CITY DUCTILE 151 _ _.—_ — - 1r— I 1 OF 8OZEMAN STD.DWG. No. DUCTILE IR N PPE I I 02718_7 I '' __ +5.2-C MNEC7 8- SEE SHE,E/T W7) it STA.0+00,00 1 CONNECTED TO /� ew a---�-,� STA. 4+e%.56 - t+00 II M.J. E5T1NINfl:`'M/ VAL / ' \M�RESTRAINT,W/\ LA•B �_--� 7x00 aa' 2+80.82- BNEET W2) / ( SH W1) +W 2"TAP AND CORP. -'-' � ?` Y.J:RESTRAINTS 0 E S ET Wt) � e'uP, / E� I STOP FOR OLD HYD. * / 7 % 1 r �\ 4 J ,III :%� _ sNr.rz• '�- ��Vao Jr _ \ I r'- - __ F 5+83.9. -INSTALII� ' 40' ATE VALVE W �" I( i '1" =' ; - I I I _- _ ✓(2r7V E NT AND VALVE BOR j - 6+DD 24 J. NT IF ri —} i• 'I � I� 1 ' 9TA. 3+45.10- I STA III{ \ I R ' •-11'I' I Scale: 1"—50' _ \ O — - 1 l _ I I. I ' I , I 1IE4 -MNTV AND VEBOt G 25 50 100 I 26 - �� 27 l - Ih 3 II {I - 4.i`, ' '•-': ai $� IWINS AILEE : I - -.-___:�. 1; i I •I I I I 'I + - IN TA N I L ( 1 ✓>lerm I M' r��l- 4'i i L--•T_--_�--.-.-_- _- i, ia-'i.-_-_-_-_ -_- -.__I I C Oc'7 22 IIII1�� IL1I��I� AA _ -_-_ _' 'ram • I 1 I ACM.W NRU R `I, •'-IE _-_-__- ^alr�en I,urt'nS ly -I I I I ^rn VIP, i I I oat=aestrl„ I pf 7 ev y a 21 1% H I I � / I" i � I I I �� -�•- •i� I I AS BUILT DRAWING l y.� I 'blc�"a.. a am•w i I. I I� i I -}Y -`7` --"-- ------ �_• sting Sewer Din :I rer -- \ -. - ' f -T' i Iw=?&n`mam�"r"siF__ev' 1 IiLt,Enwmniaeemieeee e'.3 I I — _ . . __ -1 _I rr ' RDEER 5T WATER AI�A N - WALTON HDMESTEAD SUBDIVISION 3/4• WATER SERVICE STATIONING LOT No STATION LENGTH 6 4+09.5 22.8'LT NOTE: 7 4+49.5 23.1'LT NOTE: THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE THE GROUND SURFACE SHALL BE BROUGHT EVTFINISHEDGRADE WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF S9 4+60.6 52.5''IT WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE MAIN WHEN FROST IS IN THE GROUND 38 4+91.5 46.5 FIT THE MAIN WHEN FROST IS IN THE GROUND 37 5+15.5 46.2 RT 36 5+34.2 48.2'RT 35 5+39.1 49.0'RT Nor h Loop W ter ain PR OSED FINISHED GRADE Juniper Street Water Mai J E%I$TING ;ROUND PROFI 4750 o�v > I m 4750 4750 Z�> ;� 8.5'MIN. v 3 •3 so COVER(TYP.) Q s ss r3 SS $��^ � IMUM g "; vile; �'kRATHNN 613 L.F.8•CLASS 51 01.PIPE MINIMUM �'R y�y�� SEPARATION <x i'y'•' PROPOSED INISHEO GRADE - 4740 rnmierif 1.5' — - 4740 4710 4740 o r� EXISTING GROUND PROFI O ¢ o m qo u Iy$1O z a$ ---r Cis ppUz In �i J 1a MTj IW$ rNo I<- 1; IH Z3 Zj > .:� m>� oW 1,4 MINIMUM PVC %� i s�- t $3 o c c o i N n n n . 5$ SEPARATION MRUM 1.S' _'^ m` m n F 'Xi �� z + +• �_ _ art m —� .-y 4730 SEPARA ON 00 T - 4730 4730 4730 �W �m >-iioY' in��'' m Ctm m rii +oN 030 482 1.F.8•CLASS 51 I.PIPE oII I o m vNmoo ur moi AS-BUILT DRAWINGS-BUILT DRAWN o o 'S'i ',`•( Y '� F ^ N^, � . � $ '9^I Y ` . Y � '&�� a < Y S 9 ug v + v e a a -0+50 0+00 0+50 I+OU 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 G+DO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4450 5+00 5+50 6+00 T1111"tl DESIGN BY: DATE DRAWN BY: ATE: ` NT ''hr RHC D4/28/2003 DAJ 04/30/2003 DRAWING SCP,I_ES Tw•w�•n1 n I� I� I e D (��f1I� D CV7 0 fVI Rocky Mountain Engineers, P.L.L.C. s '4 REVISIONS DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' n (��O/��"yy�� V 1/� (�7 RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' aO�4� LS��I r L 1LNJ� CJVLNJ�Lr �Q aU�WI KI c U 1JJ L QW IAAJL=,\OLIyULJlJ15 5653 ES CITY LETTER 07/29/2003 tyy7/,1 Off Civil Engineering & Land Surveying s AS-BUILT DRAWING 11/24/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' lJJ v Lf 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 yrr rFfR Vp��V DRAWING FILENAME: /2Water-As-Bit-882.dwg 07/08/2004 VERTICAL: 1" = 5'!t * Is Ill— . y / I i -- - - --- ----- — = - - - _ 000, 8 • I ro rPYar /; r-I - ;ry Bilk 6\, j 31 I I I CO Nnu it 7 I -- —i I �I IV, 2 M - i - �• - _��--R.: - i -0.06+BD---BBNNEGT '----------,--i _J - II TEE,; o _ I I I � ' EST I s•, ..__ ,- _ L.. 1 _ IY7 IL{ I H ! STA.3+71 1+A -C NNECT flD 31 IT 9 ! -- - 1+ I - -- 1 �� - 1 - Ro reel- � � • _ _-._ _ ____ _ NCH-MARK-..H..AR -BOLT.__ _.__.._ _. ______ _ ____ _ ___ __� f ._ __ _-_--�. p-_-' - - - -.• - I !! b"- Bs;! RES7RNNT K VAL M.J. f _ -l ........ "%B-T 17.5'' LF. D 6• I'i Irpn I\ _ P CamD,on J 1+82 INSi �„i r IIII-- F� I� f B 1(6 NEDUCEII• J• I F�E HYDRANT I i I t - I M I h i •n,• I IKE - -- - /A_UX.'VA}VE�5 SEM Y- J - II 1�• r STA._OR+00.00:- CONNECTED TO - iW RrUNT)- —I -_. A.S+S71.60- N3TAlLED rl ST `S+7 '1 s)mle/ 1; /' C J - ---1 ,nuuun E TEE,W M.J. RESTRAINT IRESTRNN K II STA. 1+66.00 INSTA D ':::au �- / I 'I - 1.-"j-_ I .J. 'na•%- ^'-64 EMBL1AI `J %I� -�fl�OLI`D SLEEVE CQU/ER i. ,6ui:iiiei:i: r+-` f \ (SEE SHEETWI) _ _ _ _ ___ Ol _ i1 'N1 eZA9�11 , -� 1 - -- -- _ - - - -- -- --- -- -- I-- - 11 PI -�, \ - _ (O_ ; i ': I. o' 1; •n ri,nu,u., i C 06 ' -__L>_ '° _ _ E1`'�. _ I i ---- - _�•_� __.,�:— 7. ��-�, _ — ,—� �i �L I ` ' iYl %j I IT--?ifr I, ' n. l // T I f Style: 1" 50' sane: t'-So' AS-BUILT DRAWING AS-BUILT DRAWING \ D 2s 50 1oG o zs 50 00 WAY WATER MAIN - WALTON HOMESTEAD SUBDIY15LQN NOTE: 3/4"WATER SERVICE STATIONING NOTE: THE GROUND SURFACE SHALL BE BROUGHT FINISHED GRADE WHEN THE WATER LINE IS INSTALLED TO PREVENT ENT FREEZING OF LQT_No STATION LENGTH THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE THE MAIN WHEN FROST IS IN THE GROUND 27 a+69.8 25.5'RT WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF 28 7+26.6 25.5 RT THE MAIN WHEN FROST IS IN THE GROUND 29 1+79.6 25.5' RT 30 2+26.4 25.5' RT 4780 _— r 31 2+79.6 25.5'RT 32 3+57.7 25.5' RT 33 4+04.7 25.5' RT 34 4+57.7 25.5' RT 4760 35 5+0,.7 25.5' RT Jessie ay Water Main Roy Street Water In 36 5+54.4 25.5'RT 4760 PROPOSE FINISHED GRA(E PROPOSED I NISHED GRADE EXISTING GROU ID PROnLE E 3STING GROUND PROnLE �- �9 S9 J— COVER(TYP.)s o e 1G1A55 51 4750 - D-,-PIPE 4750 _ SO — ,i 9 0 4 COVER MIN. ee 6 563 L.F.8'CLASS 1 D.I.PIPE COVER(TYP,) MINIMUM f 6 NM UI 24' a INIMUM SEPARATION PVC SEP Al'N7N pVC PARATON _ 4750MIN w9w_ 475G ' 1 LF,8"ClA 51 D.I,PIPE SEPAI ATIONSs yy WoW 15' WK 'di Fx 4741) - m , `>7 U m\ 4740 pO R"Vys�1 o I�r, YYYY!!!! W mm -<NUWSW S NQ ZK � Z �� j ' m Om O s �Z�S ♦�'il mWZ p1mJ tjj", > J�N O%WWNr3 tX F<'XV, <„' I\ti ILK Im Iv 1 i m_<_ s i W'^I -r-Z�o m m m rc rii 6 4740 I.r _ 4740 83 oa�i mF pppp��j 8 M <jo b�Z �' 07 40Fg + ± ±> F oFN A -BUILT DRAWING NF6, W r`y� uo3 : `>>o"��`-" AS- JILT DRAINING tam �3 wo Cj r<� m 4730 4750 v -0+50 0+00 0+50 1+00 1+50 2+GO 2+50 3+00 3+50 4+DO 4+50 5+00 5+50 6+00 -0 3+00 3+50 HDO +50 0+00 0+50 1+00 1+50 2+00 2+50 �111j1b, DESIGN BY. DATE DRAW eY: DATE! DRAWING SCALES: �},QNT ''h7 RHC 04/28/2003 DAJ 04/30/2003 Rocky Mountain Engineers, P.L.L.C. REVISIONS: � {<r.' RE ISIO SLETTER DA06/02/2D03 N_ECKED Y_ DATE: PLAN VIEW: HORIZONTAL: 1n = 50' 4 - _- RAY H.CENTER CITY LETTER 0 /02/2003 CONTOUR INTERVAL , �JCt�@P LIU10 NO Y CJLQ`tTgn �&01;`7 5653 ES AS-BUILT DRAWING 11/24/2003 Civil Engineering & Land Surveying � PROFILE VIEW: HORIZONTAL: 1" = 50' PdG�G] BOG p� � 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 rY`(f`iy�fclsT a p.A' DRAWING FILENAME: /2Watar-A6-B1t-882-dwg 07/08/2004 VERTICAL: 1" = 5' Ha,R1AND\�.. -------- ---- irdl A [F I i --------- R rF-- LL --- ---- TT 7 .3 TA 3V3185 4 IV ALEC 0 r AiL I I I I 11. 4 J STAMill n --r i .., - i I in W N.J. 7. ------------------ REST"NTL�1011111"ALVE qOX 1R1STR'A�'T'AW'0:jVZVE pox ------ Exi.fl�g Well EZI l-Jj ftdl`�V�fh Am, W� LEXI 11 VAL f_ IF-6 -7Ir- --5T 0+00.90 --CONNMED] T Tn Z�107=m Z. i L 'OX 0 X&!L-TU-- M.J.RESTRAII R VS 1EET W2)#/ 64A-0+80.00.J O I. STA 3,+q29.85+I 1-XII- E w3l� N.J.RESTRAINT(SEE T W? T STA.2 DI INSTALLED .FIRE_Wtpqw;w/AUX.VAL AND 3 -xq"SMLY W/'N.J. 2,4 L BENCHMARIB.?H,�RROW CAP 4 CITY L Lie A ;�W' I Sr. STA.2+30 4 INSTALLED 5T0 X Hiflii 12 KS2=E` 2i� N Scale: 1*=50' A 1+ 11 4W SEND W -------- -- ------- 25 so I j N.J. '5 RESTRAINT- 4 # JPL. -T _-T G- V-4 E - - - - - -10--W- .;'dz' Scale� 1'-50' 0 25 so IDO MAC.WATER SUBDIVISIONNOTE: 3/4?TTER HOMESTEAD THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE NOTE: WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE L-Q1 No. :��gljQtj LENGTH THE MAIN WHEN FROST IS IN THE GROUND WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF 1 6.6 37.0 R THE MAIN WHEN FROST IS IN THE GROUND 2 1,02.1 37.0�RT 3 +0:.1 37.0:RI 4 '3.0 37.0 RT 4750 4750 51 1+79.3 26.5'LT 1 1.36.2 37.0'RT 60 2t29.1 26.5' LT 6 2+31.1 37.0'FIT Apirtment WELter ain 61 2+33.1 26+5'LT 4770 4770 7 2+35.1 37.0'RT 62 2+8 1.2 26.5'LT EXISTING GROUND I PROPOSED FINISHED GR 8 2+90.4 37.0'IT Ma E Street Water Matin � - - --- � PROPOSED FINISHED GRAD 6.5'MIN. EXISTING OR C JND PROFILE 4740 4740 0 4760 4760 1 10, 0 0 "0 6.5' SS COVER MIJAMUM SEPARP�� T' If 4730 4730 51 0.1.PIPE _-j &V L.F. CLASS APARTNIINT WATER MAI L WAL70N HOMESTEAD SUBDIVISJObI bR S CE -4 1" WATER ER VI STATIONING LOT NQ. ---51A1MtL- N LE GTH 4750 7W 0+66.6 13:5:RT �i tt- , 24 S LT 0 z 0+7 I 1+287..5 22.0.RT + 2+16.2 57.0'LT 2+27.1 22.0*RT Mr. r + 4720 4120 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 -0+50 0+0-0 0+50 1+00 1+50 2+00 2+50 DESIGN BY DATE: DPAYIN BY: DA RHC 04/28/200 DAJ 04/30/2003 DRAWING SCALES: Rocky Mountain Engineers, P.L.L.C. 11 - - M5��V@o N@m'(�JTN�LO REVISIONS: DATE: CHECKED BY. DATE: PLAN VIEW. HORIZONTAL: 1' = 50' CITY LETTER 07 2 20 3 RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' 5653 ES 0 0 AS-BUILT DRAVANG 1 AS 1 9�2 Civil Engineering & Land Surveying �24 03 PROFILE VIEW: HORIZONTAL: 1' = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWING FILENAME: /2Wcter-As-B1t-882.awq 07/08/2004 VERTICAL: 1" = 5' I I 1 o oft 0 3 I F I I _ BENCH MARK F.H. ARROW CAP BOLT. 3 W °F6 h� I" ELEV.z4755.76 CI OF OZ MAN U v I C 0 STA. 11+96.55 - INSTA _STA_-Of00.00 - INSTALLED N I 10%8 TAPPING TEE, W 8"45'AND 11 w' SEND,B"TO 6" - 4'� BENCH MARK F.H.ARROW CAP BOLT. p y - - . VALVE AND VALVE BOX. REDUCER AND 19 L.F.OF' D.I. 4` .N LEA.3+87.12 CITY OF BOZEMAN DATU VQB nJ p �J STA. UDISI r..INSTALLLD 1 O ;;L `l_ _6_SOLD.i 801$LER PIPE.AND FIRE HYDRANT W AUX. T IL^ I LI .STA.3+87.19. IN _ y, VALVE ASSEMBLY(W/M.J. x -b"%6"TEE, 12.5 LF. OF 6" « \ c Fj y, RESTRAINT _ D:1,PIPE, AND FIRE HYDRANT I < L''J JE STA. 10+99.09�ZiNSTALLED L re wj I o AUX.VALVE A55 BLY 8"22 ' BEND W W EM M.J. RESTRAINT) H K F.H.TA CA BO 1 T AINT I r, _ ____-_ _ E V 78 U pP I. I I xP' I I I 5T 1 R.4o INSTALLEb T I .. i_. 7+7.1 I i i _• I I HEST T AIjTD yVl`B I I I I .I 6"�E 2.1 LE OF I._ -•� �L 0- ry I I o I I l 1 I I I ILITa`• I ED] _-_.^.---_-i"•jr-{�I,-_. I__ ___n I _.. --_ ____I1I ^____ .ANBJ_•__V__ _)_v_'_ _ II __ .22WRES3 BI. B 6Tµ "Oil O VALVE X + NA TI - - - N 301p - - °i ,�Wn .Pz 'u1 4a' •� - smilinili I 30� TA.8+55.90-C E6F - II I; r I I;�� y4 h�V UUooU 535? r "%6 TEE,W/ E y DEL i I`:I F� r -rJ�r -L-_---_-_-_-_-_-_-_-_-- }I .._.. :.1 --••--• "+' • / � � I -_- ur o�; y� _ __ _ __�-Li I h r :'� /�_ .__ - - - -._____-� ._.__.._ \_ _ ,_-+✓iws67•owaAi- �l � > - fir. I i�i� - -�__, - 't- "C- ___ �I 0001 _ n ro'Yr/r l_YtEOA s nounr _ _ - I I I _ I 1 •1, / R '-l._ __ �___ �__ ___�_ _ _ .. N `� / /�`` _ - i%iiur I r `� li I t .• ;I .. '�� I I II I I� � I I + I ' a I { , , - ._�--` � .` r �,• / ry j as--� I-- - - _ .-_ -� - � III � I I' I �, r � I )�-� ^ -� '�_ l I J All ?• _ �I I I I -�I I rah LEI , Jtya7 I -�----- ---- --- �- - __ - - - -- - --- -+- - � � � � I J ITS 1 - _ I :11-1 IPI - - - -- -- --- --- - - -� ,� - - _ -- - ---: - ------- i- I I I I � 1 '- �_ / n- `•I aw:'r i - Q'Fj gTy / I � J Scol6: 1'= 50' (I I Il'--IWm 'PepI� III I 0 2S '00 FFIMDEW DEVIATION RE UIRED FOR SE TION FROM RA MATHESON (j. EXISTING SANITARY EWER MAIN. (,IIN.0.5') NOTE: SUED VI ISION i S PUCE FLOWABLE FILL,(MPWSS SECTION 02225,M N. THE CITY OF OZEMAN WAT DEPARTMNET 3 4" WATER SERVICE STATIONING ip >k 1d r.m Matheson W a Water Min 3 FEET EAWIDTH OF CH SIDE F EXISTING SS LINE AND LL AATI THEMCONT ACTORS EXPEN E AKE E TAP AT STA 1+96.55 / L�N��f[NCTHF p�o-< w z d ' MID�HE CHT OF 8 UTILITYTV ATER LINE.ENCH FROM TO OF PIPE TO 4770 -agm3 ��^=o x nm m 4770 32 0+64.9 26.5' LT _ __ 33 0+35.0 26.5' LT 31 1+17.8 26.5'LT uugJ'o 30 1+67.6 26.5'LT w J o 3 i �^' j > •<- u n> 29 1+95.0 26,5'lT a F; n ; i J 28 2+59.7 28.5'LT _ < �i SCHEDULE I 27 3+40.1 26.5'LT I e a i u. - _. I■ i So m w 26 3+68.5 26.5, LT o�iw pimpz + a- j 25 4+16.5 26.5'LT o<m m PROPOSED NISHED GRAD ss 2a 4+48.5 26,5, LT c. i<< ; ,+„i „+, '• np 9 23 4+96.5 26.5' LT EXISTING GROUND PROFIL u 70 5+19.9 26.0-RT 10, 22 5+27.2 26.5' LT J F W m o re m m 3 SS 69 5+57.5 26.d RT a76a m a> m�"` ti - - 4760 8 `�i �aLrriL 21 5+75.5 26.5' LT 68 5+61.3 26.0'RT r S i m i g Dpsrvm 67 6+07.1 26.0' RT z m c NUNS-I a' 20 6+27.6 26.5' LT 3- 6 w 0 6.5'MIN.COVER - 68 6+44-8 26.0' RT (�') 19 B+72.2 26.5' LT o p o 65 6+78.0 26.D' RT -- - p � - ---- - --- 64 6+BI.8 26.D'RT U 9 < < 63 7+19.2 26.0, RT ■s u u p i Ci - 9 = z lli 1 B 7+72.2 26.5' LT �qy� 1 O.1-PIPE \ z 17 7472.2 28.5' LT 19�, ; 18 8+29.2 26.5' LT 4750 - 1,187 L.F.8' o m w m I w n e+72.2 28.5' LT 4750 14 9+39 5 26.5, LT M90//UN z -� i z m+. + t < 9 9+69.5 26.0'RT SEPARAMUMTION 11A ARAO 1 n < 1 -3 13 9+85.8 26.5'LT 1.5' > \ r iR' F, 10 10+14.7 26.0'RT i•S' i rn 3 w i < 11 10+18.7 26.0'RT IT- _ 12 10+65.7 26.0'RT I - u<' 10 THE CONT OR SHALL NOT FY THE CITY FN OF 802EMAN WATER DEPART ENT WHEN NOT 0 3.. m rn m DUSTON ROA CLOSURE IS P NNED S0, THE GROUND SURFACE SHALL.BE BROUGHT)O FINISHED GR WE THE CITY CA! SCHEDULE CR WS TO WHEN THE VATER LINE IS INSTALLED TO PREVENT FREEZIN OF ABANDON E%I TING WATER Al D SEWER THE MAIN EN FROST IS I THE GROUND SERVICES TO THE PROPERTY. 4740 - -- _. _- __ __ 4740 n � � O ,� n ♦♦ .F ♦m♦ m n nl m pryp N O: v, m m N M N N O n n a O In � III N m n n V1 n N n V ^ m ^ N b + m bb 10 n N 1p Y 1 � O f Y V O O ♦ o V < ♦ .t a V f < < J O Y Y n V Y Y � Y r -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3400 3+50 4+100 4+50 5+00 5450 6+00 6,50 7+DO 7-50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 �Z'11j1jIb, DESIGN BY DATE- DRAWN BY: GATE: ` q 1j7, RHC 04/28/2003 DAJ 04/30/2003 DRAWING SCALESSCALES: LAJ/�•.�V`•�OO W LR1O0 LAAJLS�J��L=.1DDUVQDD a V O�l�OO W Rocky Al o u n t a i n Engineers, P.L.L.C. �T4 REVISIONS: DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' LETTER RAY H.CENTER CITY L 06/02/2003 CITY LETTER 07/29/2003 CONTOUR INTERVAL: t' V�/1 �CvOM w3J! �/ 5653 ES AS-BUILT DRANNG 11 24 2003 t.,� caJ LnJ vu t,.� u w tra L.1uu Lnutr,� �� O� Civil Engineering & Land Surveying r / / PROFILE VIEW: HORIZONTAL: t" = 50' 0 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ",", COT �P�� - DRAWING FILENAME: /2WGter-As-Bit-882.dwg 07/08/2004 VERTICAL: V, = 5' pQ p�^ 149 @MNV V 4 Ji I 7,_I r IlN1 - its ifwrs__ - - 'eI" 4 r dl a yyT IF---T4 ---- -----0 1 L : II.d 16'ptl _nq[No. D'2 529-1. ri ---------- ---- -- Net 14+QU II - ------- venue 1 14 orft�'+`)5th A 14QTE: wV lie r 0 el of the w 11+Do 1_2�+00 +00 6 motors 111�wb IN f A- 3106,3. 7+73.4 - �� ILL I- L r.i.iI irfftc atsiui1OI ho • I P_ �Ijt.: P Inkid curb y.11-of fheal *.I STA,'1+-' 84,- --at d I*r,\ SnI 1.1 per C.O.B. draL STiO OF I 'F` STA-34 5 10 'n's '1; 88'1 14 IN Intel no .-I"g No.02529- cf� 1.1 d" I widest, I b!,,n rt . I_ at'in r st or'. -14 -1b '6.ii_ w-I 7_k: elcirdl.rd our Id J. b k, o um C --------- :;A --`6 VMS 3+oQ 4+00 North 15th Avenue ----------- ``� �.m• - IIIIILLL JJJIIIII I(((��III/� -I[ ..... gz:: ------------- 8 NET, 29-14 _xz 1. c.o.B. I+Oo Do orf 2+oo Do Go 400m.o, is 0 ..c LLB y A11:11" 54. �hl I trucr ston, Stand(i4l3rawIng No 02522 14 tlrapardraln 7 ,STA �.o.+.S`ILW�_' O.B.B. C LAU -14 ------/ L) AS-BUILT DRAWING s..I.: I"=so, E O.B.Itondold 10I pp,...h.s 26' 25 50 st.11enadabnp No 02529-11 -t In- rth F1 F] -7- _44th_ F F F Ave.: 11.44.2. 4+15.2.6+31 u7+68.379+58-I Top b=:of curb Vorth 15th Aveque Easl Curb I-I.Do'vc 1710 4750- ELEV- 4735 80 + P\AEIEV-4740.00 Existing ground - HIGH POINT EL E V-4735.60 fIII POINT ST,-0+16.53 z Z ul j P\A S[A 5+12.59 PIA STA 0+19.34 Z rfoce A.D. �5.121' 01 A.D. D.387 32.66'VC 3215 vc loo.o),vc 1 ' T ' PVj STA'-10+M43 In .4 In IR . I - .6 curt PO ELIE 4746.25 PM 5TA 1+49.60 Top b ck of A.D. 0.224 4740 PVI ELEV 4736.02 4740 PVI STA 2_j_+ 3O L., ui PIA ELEV -4743.60 > > A.D.=-D.424 oo.vc _'..O.V, --i'Vorth 15th Avenue Easl Curb Existing groun, .unlace -4110 4730 1 12+DD 12+50 13+o) 13+5o 14+OD 14.50 o+sO I+oo _j 00 7+50 8+00 9+00 9+50 10+00 113+50 If+oo 11+5o -D+50 1+50 2.00 2+50 3+oo 3+50 4+00 4+50 s+oo 5+so 6+oo 6+50 7+ loo.00,V Top I ock of curb North 15th Avenue Wes. Curb 4750 4760 1)D.00*vc '4 I'm ELEY-47 60 1 HIGH .23 LOW POINT ELE f-4734.94 1 4 Poi EL 4735 1 + A.D..--13.1 + r; HIGH POINT ST. D+22.93 LOW POINT ST, -G+55.I P 2 In Pm STA G+19.14 P PM STA G+5 Existing ground surfocir J 0 ELEV4735.41 4734,82 A.D. 5.020 A.D.- 4.669 'A ELEV 32.1111'YC !2j 5�VC -loom vc P11 S'A 5+12-99 0 16 - I EL 7.v 4740.00 Is P\A STA=10+05 B2 A.M 0-233 PIA ELI=4746.25 9 p' m n 8+ n PM STA-1+50 + r9, Top I ck of-no V A.D.=0.099 4740 + • + -A 4740 PM ELEV -4736.02 I Co.11C Vorth 15th Ave i ue Wes i Curb g groansurlxe 'I I 1S-BUILT I DRAWIN G 1 4110 4730 _o+ O+oo 0+50 1+50 2+00 2*50 3+00 3+50 4,00 4+50 5.130 5+50 8+00 -6-+50 7+00 7+50 5+00 9+50 9+00 9+50 10+00 110+510 ,+(,. 11.10 1210C 12+50 13+00 13+50 14+00 1++50 50 - DESIGN BY. A - 11/2003 DRA DAj 04/11/2003 WN U'r. 1AIL: DRAWING SCALES 1 11 DAJ 04 Rocky /14ountain Engineers, P.L.L.C. _REVISIONS: DA / TE CHECKED BY DATE: PLAN VIEW; HORIZONTAL: I" = 50' RAY H.CENTER LETTER 06/D2/2()03 CONTOUR INTERVAL: 1' 07/29/2003 Z@nvm ld"Nk BUILT MAWNG 1 2/11/2,303 5653 ES ASCITY LETTER Civil Engineering & Land Surveying A! /2004 PROFILE VIEW HORIZONTAL: 1" 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 rrrr4 yFf ST N DRAWING FILENAME: /2St,eet-As-BIt-882.dwg 07/08/2004 VERTICAL: 1 = 5' ' w r ImnXr Inwci 1 �-C--------- � 3:� yi i� ii ii I I - I - - I ,I d j6' Id. , I ! -ter r -I `II 17 II 0 25 so 100 1 - (v�aan -f.OB al ndBrQ 01' aA•.� 4r` I' --�'1 .I _ 1 �- ' '� 1Z- _ �"�'r�-' r t-� °�i � °� ,� I "rL_' I I r-+ i �_� / • / / -% I_o I �- h I'I I tdll•d C.OB� r r ., 1 I - - ---� -- a lard OBA- - ---'�-- - - ----- -- -- --- - / `, / •,�l � T_ - l I , �. __f - -:./ .' -, l_. Ir0 ! It �` ------ >; I s�Iled -yI +ba -- DBl11y XN J ��p 12+00 13 +00 + + 17+00 _ - -- l--- %-- -- - -, L - --tMM, � _ _ j ��c � �____ _ __ ___-- ._ -_ _-... ___ __�__i__E_ __._-In i II•d Co.0.8.. ._Installed troflie sl ndord urb_`8 - - - - - --------- t �I( ^� ' al InLn¢Ilgn. 05.a -- detoll on sheet ST10 - + natal)��6'_ • o a 1 Pon per OF 10. r !.� I -' -Z_.I I _� Q�ai-�_._ I I -I w j _-- - I yt.O.B-fld( � IURltly$uKsrAr �2 �'O 6 jjP I 6' wide cro�J Note: Pointed curb yellow al ! 1 ; j I I I� I ( _ I - - -_ + - II w 9 ;. - / -F .O.B. standgrtl drawing --I�--IIIII I % _ o In No.02529 1. _ 02529 1,to be ail fraliic colms antl curb +i _L I _ I w.-I r `I 'a=..j ( I I _ j J 1 _r' " �`I,I 0 444, j I I luded In 9a Dui fon bulbs and Installed Flexible nr I rPr 1 L� .� �p,1 J�� 2wldanTn�o A- DdiD�gtors al point of wldnf _ I -- -I- I _( t- r� tl ` _ / /�r _ I+ __ + bulb-a0d'narrowesl °p ar Forth 15th Avenue I 7 I I I `•i`' •v _J `ZL --- - -- -- -- - ---- -- - - - - -- ---- - --- - - -- - -- '� - / / 1V16- -� 'I ! T ,Pi,3au-, Il«. .j ,-, :.� _ IT J if 0 / �J rr�lrucl i, i _ / ,arm tl MI IVas I f' _ I 0' I I c e. `' LJ a�i'ss=f-i»'.zr �--c�..,,/. ir. I--- --- II I �'L�J I _ Ij I �ory�•�o El I-J G ! 'L-rJQ I '_�_ - r� ILI� �'•��'1�o� '---... - r 4 C .. I - - - - --- [ _i. Li j I tltl K ermzway u ap roacha 16'w,de per slanders + � Ing No.02629-1°ql the 1 h fol wing NONona along weal curb or �� 75 51. t9+91.8. 20+91.8. 22+G1.3. ,p' FA -B T �RAWING \ [3+01.6, 24+in s. 25+01,8, 26+01.6 _T NIGH POINT LEV=4768.20 HIGH POINT A- 6+75,00 PM STA 26+68,30 PVI ELEV-4768.44 North 15th Avenue Eas Curb I I A.D. -5.744 4770 100.00'VC 10o. 'VC 3 6V VC m $ - 4770 + -7.863 m Top b cx of curb 351, - N °urrr PIA STA-22+99.53 m n n + PM ELEV 4760.70 A.D. _-0.358 ' $ a nI VI STA 21+7 2. -� m d m y� P ELEV 4758.76 m m v Y H m S A.D. 1.044 + PIA STA 18450 w 9 m 0 I'll ELEV 4757.09 _ -- PA STA 25+98.96 4780 - A.D.- -0.769 -- m f a ♦ PIA ELEV 1V 2 2'75 N +N PVI STA-24+98.9fi n a (A 4760 Top back of curb l ,^r PIA ELEV 4763.09 i m Ertel g ground surf a A.D.-1.457 61 �}' $ LOW POINT EIEV 4767.91 _ 100. 'VC 10°. 'VC-► LOW POINT STk= 27+05.68 _ - PIA STA 27+06.98 PN ELEV 4767.72 A.D. 3.998 __-- -Exist 18"Clay Pip. Existing ground aurlaca North 15th AveInue East Curb 475o Sohn y Sewer Main 4750 14+00 14+50 15+00 15+50 16+00 18+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 7 HIGH liOINT ELEV=4768.38 HIGH POINT STA-26 78.12 P STA-26+6839 orth 15th Avenue Wes Curb P ELEV- 4768.4 4770 _ A.D._-4.373 4Y 4Y {770 I I low VC 1D0.00 VC 100 � 0. 1 0. O% a $ o w ,� $ PV1 STA 23+00 ,� n rn'6 o c m [NV + PVI ELEV 4760.70 + i p back of cuPo ♦♦ .rpp ;+ iA ry + N A.D._-0.,97 N O �- b+O , In M I ± PIA ST -21+60.99 0 / ,q + N N n - PIA EL V 4758.78 _ (yYn1 A..=0.868 PVI STA- 8+44,44 m m mto yi PN ELEV= 4757.09 - _--- t B -_ ---- d ''n^ $ a a 4760 m A.D._ .765 a N + n r'O`I k1O.r i ba k of cub /�- Y u PN ELEVPM STA-24763.09 + 1O PVt STA=25+99.43 �.i}�; & �, `o, 4760 Top 0 + i PVI ELEV 4765.78 u 5 i > N Existing ground surface ry r A.O. 1,492 A.D. 1.167 r>.X m V �' X 1.2937E ^ In x �.; wF 5m � > wrn J 100.0'VC 100.0'VC a a I. - xiabng ground surface No th 15th Avenue West C rb � _ -ExBli g 1B"Cloy Pp S-BUILT DRAWIN 4750 - Smil y S•wer Moin 1{+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 76+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23t 50 24+DO 24+50 25+0D 25+50 211+00 26+50 27+00 27+5050 1�11",.1j _d�;1r= DESIGN BY: DATE: DRAWN BY: DATE: M - &40K H@MP �UD ^ �T q�'h DAJ 04/11/2003 DA3 04/11/2003 DRAWING SCALES- Rocky Rocky Mountain Engineers, P.L.LC. gy� �':r REVISIONS. DATE: CH DATE: PLAN VIEW: HORIZONTAL: 1" = 50' nn ��11.rr�� L^ RAY A 5853CES�R air LETTER o6/oz/2oo3 CONTOUR INTERVAL: 7' 11 DJ VN Uc�JISW Q V�Lt`JVIS OU.AJL�QO 1J�LAAIISI.tiJ�U n CITY tFTTER 07/29/2001 0 Civil Engineering Land Surveying .,( - AS-BUILT DRAWING 12/0/2003 As-BUILT DRAWING m/o7/zoD4 PROFILE VIEW: HORIZONTAL: 1" = 50' 0 0 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 r'r'4 FfR' `p er-! DRAWING FILENAME: /2Street-As-8It-882.dwg 07/08/2004 VERTICAL: 1" 5' rlrllkAND`. 1 Puii�ii+"1ie 131 I �, u.nw - 1 , uuntret I'. �attar Prrr t;tr I s �I 1 i � ,! °�t1111ttt �" t 1 Pr PiP::i _pu6fb yut I —_—! M. 111 '�i�PAIf6J__h �O o00c JPs iI ' , r-`— I T g, �CCi;CI I: ! I s As c St.. 2Right C to St.. }+6L32 !2 ! °S 3 public Right potation. pullout f I "" fso !�!s pSeefAiuli transportation. �-- ---- -vr -- - — — — — — — — — — — — — —tee— — — — — — — — — -— — — — — — section z we 3 PCPCP I - - - - - - - - - - -W- - - - - - - - - - - -w- - - - - - - - Raaemd zsa ir:gin.-itxb+aa.n- 11 rm 11I I STA.5+97-52 lop aeclion /new cover(Ns-20 STI.0Conafrucled storm Nole: P.Inl.d curb , i 51 q. U+UU - B•I InMaINd CHy of Bozeman End curb k gulhr yellow rot all tro/tl[ I I '�="£' - I Adjust m fo linrsned grade per curb and Her g n gu Loading) ', od)uat rim to 1 9• calms and curb bulb.. --------- — —_— 1 g standard curb and H•r gra per b Ina Inlet chase p•r C.O.B. -�— _ C.0.8. Std. Dw No.022,3-1. 9u flnlah•d C.O.B. S1d. St ndard Drawing No. 02529-II ; i I Deg No. 022;3-1. ( West Oak Street 1 - 9 i - -- - —- - — oT Ex Imo ASPh N' __. —. _.— -- PC= 3+17. InMa1Nd -0 11 -/ r - Utility t I rta X' d r I nzntr 3'I'00- - i�`�3-_ , --5+00- -fi{00- I o ,7 -..-. -. ' 4/za.sz v _ -�- I 3 38 -lnal6 tl 00(( Pon,bed - 0 I 1 d�In 73a1p -- ------� - -- --- - -� — _ - �' t9- I I t.72- 1 - 3 y c.o.l: I In.l Iled 6-and 12" 1 I .._I as , _3- _ ,ealsa?v'__-- ------'---- ; r-`— --�"---'---' r / Z / e I` sue°--- Is*.d. 1 9 elan dart d Utili culverts I I rot 0o' li I Imtoued dead IT d "' I — horrlcrda per QO.B. I r .-. ( �..4 ` = 1 Inalalbd dead d _ �� .land., drowing - o t tandard•per C.0.8. I I i odd o16"ba—I secii- Replaced e lIced 09810-1 ✓(! \ standard drawln I ' ew v P ' ' 1 STA 0 p rCy Irua 6' we m i `� n/ 09810-2 9 - Lootling)1 d 7 djuel 11me,(HS-20 CC I I ll d 1�Q11Ir---000pppppp -i! pl I hrakHon. Sfw =�.(.� er S}f, I II I i T R Gros h dIt'tLJ1j,J.hee1 S 1 1 f?e finished g ode gg�� C 0,8--Sid. I 'f? Drawing Nb 25 -1 .__—� I 0. 1'I I 4 r; �pwq No 022134Yr - i' p 24 r �I 47Y5 101. 23 + T N91TP> 1-- I I a sL.m 1 - - - - ------------- 1 --' - '. s awroa.fwr 4 agdarG curt I ; I�uflbr. I ._ -r /_i_ r r I l._ _ __ _,v Maid Tx+\W, V°B,?� , I r c ' i 7 .�a'o ��- Scale. = ' ? �T-- ia_ar_c"5`c' J 0 25 50 ,OG y, 7 I" 50 AS-BUILT DRAWING Top back of urb = o0 HI POINT ELEV 1751.53 0 + Top bock of curb HI' POINT STA 5+3_' 1, ry $ 8 c LOW POINT ELE V= 4748.44 % 4 -1 3 R ' Low POINT S tA-0+30 v' 4750 -- - 4750 4Z5a 4740 +cs --- a 4740 293% 1 - ^ r4'i ,d Top I ack of curb o u backTop o o ti e + Q+ PM STA=5 35.71 Exl.11n u o L= F Ea a fuM ± + + PM ELEV= 4151.66 a a 3 a A.D. -1. 7s or as L _ 00 xl.hg 9—ral rfoce n N 100.00'V n Existing Grou d Surface a o a a � �} ^ = m e y5 s '+^ + d 6 Etlsting Gr and Surface rn v, la 23. 'VC m O] 4740 4740 1711 173p 4730 PP SETA-D+70 + s0.00'vC zg.00' PN E EV-4748.98 t Jun i er Stre t Nort Curb Juniper Street North Cur West Tk Stre t Sout Curb o 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+DO 4+50 5+00 5+50 6+00 6+50 7+00 -1+00 -0+50 O+DO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+DO 4+5D 5+00 5+50 6+00 6+50 St.. 2+58.22- TBC Elev. = 4735.11 Constructed curb inlet per C.O.B. Std,Owg. 02721-2A. Invert of 12" back of c rt RCP out of South side o1 Inlet Elev. HIG POINT ELEV ,,,Top �� e b P out ofInsilled 3 L.F. ofTap bac of curb rile POINT STA= 1{ n LOW POINT ELE = I71B.81 ,.293% -1.283 U.5 -0. *^5yti Storm Drain eofe Inv. Elev.= 4732.00. ar vp P a LOW POINT ST =0+28.36 4 9,,'f? 4750 O 4750 — 4750 iO n n oo Exl.U..ground surf.. n P STA 5+25. 2 + a -_'a a S 61 s Ezbtin9 groan 'O m surface + P ELEV=1751 6 , + -J J v +o a u r v 17 u rc n r �' @? .- a y a.8 d o. a w n - W A.D._ -1.000 m ____ __ _________�-(.�_QZ ________ __� _____ ____ _ _ m c No o+ a o n r h + n n w of as do w $ - _ — m g d + + + + + i + + + o x 100.00'VC E� — -- m u a ✓+ + a mn o d a` - -_ - - - - - 4740 4740 4740 - - i Q - Tel. Junip r Street South Curb Junip r Stre t South Curb O+DO 0+50 1+00 1+50 2+00 2+50 3+DO 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+On Scale: 1"=20' DETAIL - 11.5' OFFSET AS-BUILT DRAWING BUS PULL-OUT o 10 20 40 �Y - O�rj'd x�lyl DESIGN BY: DATE -A-BY: DATE: �Qa4OUV Ll LJOIfW��D �LJLJDLI U a��OL1V r9 DAJ 04/11/2003 pAJ 04/11/2003 DRAWING SCALES: A 0 0 A D D 0 Rocky M o u n t a i n Engineers, P.L.L.C. 1. REVISIONS: DA . CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' RAY H.CENIER CITY LETTER o6/o2/zoo3 CONTOUR INTERVAL: 1' �1�1 I�1 I�I�F� r�/� 6 I -- — -- € CITY LETTER D7,29,2003 �LILIV�LIE L n amd O�LN �4W�L'�4 �WLI.J-LR10 lJ L7LIW�LJVJ4� 5653 ES AS-RUILT DRAWING 12/11/2003 ��PP F� [1 Civil Engineering & Land Surveying - AS-BUILT DRAWING 07/07/2004 PROFILE VIEW: HORIZONTAL: 1' = 50' @CTO �tY @ 1700 West Koch Street, Suite 7, Bo2ernan, Montana 5971, 406 -586-4859 F R AND `yr DRAWING FILENAME /2Street-As-Blt-682 dwg 07/OB/2004 VERTICAL: 1" = 5' � t 11w„u.. STA. 3+21.27 Roy 5 - In.lall.d ,_I JJ i i I�_ •1 I II - p.,C.O�q,drawing 098t0-L1 `ti Intall.d 6" ,,,�.II Iz"_ UtAth utility "errs - Ibb - 1. 14 ! ' - --- -- �� r t wy IIRy eulvlrb --- x 9u �1 N. % �r I d _ Insiall.d 6"and 12" � _ ' - It. UItI1tY culwrta and, .l.Ce.uOrt r _ e- .r. Inlfall.d 6' id.crop -_ + AD Pon p.r C.O.B.st.ntlar drawln9 No.02529-1. I , _ 7 0 STA.Or 1II1oylo'lletl-slro.l�' n111A 1a0. D Co9eits a l; 6 F. 'I- . SD• 5 OTO18 drowin 9 0 1 I II Y l . I I II�SI I�I l' .y I.°.X :_---- 7C. _7 0 15 SO 100 --�- �X` -Tira�ias"•Eo�"T7' - �W --' -. T -BUILT DR --1- -- F---�-- -�--- --'--- - . I :I Tit •�_�-----�/ ASAWING �m in wd Fol STA=0+17.9 n'p^'H <I + P ELEV=47576.3 1 in o Y1 A.D._-3.939 4760 4760 <j 4760 1780 - - 1760 1760 DIN = 4756.8 LOW POIN ELEV=4749.9 N W HIGH P INT ELEV-4 6.49 In W a a 00.00'VC HI POINT STA= 87.91 d LOW POIN STA-0+08. 7 n.31' It.>9' 1 t 3 a co PM 5 A 0+12.59 .. iO Top boat of c rb 55 Vc I D.5 DO1L V 1 RICH INT STA=14 8,83 W n 5 =x Pill V=4749.44 ^ H n AS 93; 1_ 0 )i',E 0.7 7L - A. =1.558 2517•VC PIA STA=1+85 n y n N^ m i �i �i VI 4751,12 ^r n v m m a a o y -a ° a,+n`vt'a ♦ '�+ ^ A =2.048 + m ^o !a m m min t^m ^^~ O O V m A. PM STA 2+85 II m ^ tl O n b h Y y N I N X N m $ N N X n l PN EV=47L.28 a Na 1 a In ^I m-+ F r + + N , J + N A. -2.517 m wm+ > cif 4750 E m m + N N 471031 �0;ry m E 5>n 4750 4750 .1 N `o il 4750 4750 Y o w a c ^ a s a - Y cj a m d y m Sit W > g t a ( n3 3 22.7e' 227Y m = N> wt}d m 45. 2.77'� j m m L V PA STA 2+37.2 X X tin PN ELEV 4756.13 u E labq IB"Clay Pip. ho Roy Street Forth C rb NN „ A.D.- 0.271 Ezl.li 9rwnd"face 00.00•VC Sanitor Sawa Mal. X R -0+50 0+00 0+50 1+00 1+50 2+00 2+4&60 2+50 3+00 3+50 N+ N� Jessi Way ast Cur p 474U 4710 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+DO 3t50 4+00 1+50 5+00 5+50 N STA=7+51 59 r+v<o n PM S A= 1+33.94 N ELEV=4754.89 4760 4760 P01 EL V=4756.92 4760 A.D._ -1.73 4760 { - 17110 D 191 Top badV-1 4760100.00'VC aP 5 a n100.00'VC 7 bo of nnb I of curbS11.16'VC-+ 2.60'VC 87 826A-0215 .678>, 0 $u e'gn m m _ �- v°4 n n PVI TA-2+68.17 O,iyg 0.7997E 3 mm Z 1 0 76 00 o a q °i„ m m a PVI V=47542 n vmi o ± I TA-1+68.18 AD._-2.507 0' I: f N > > n PN _LE .4751.1 1 �i v wm a o + inum _ ru .D.- 2.054 me ? N g �2+5N o "`gn R �n m r i = o n. um+, T:1.42. LEzhtlnq o a $ nS ground ,^nm .o PVl ST =1.62,17a n a '^ u' a v wrfac. ^E ry $ '+' m+PM EL =4756.61 .e"t o 3'^o X X 'r^ aU 4750 a°0 - - A.D. 2.178 u4750�a m a W 4750 4750 4750 'ao ; 5 d 3 ; S < 1750 3 N in CS W n it �i a a 11.39'11.39' 21 52' VC VC j Ezisti g 18"Guy PIP m N 1 1o.6' VC 1 .10.g ground -face Sonit y S. Main Ro Street South Curb vc U -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 VI F O + W Jesse Way eSt Cu b a 4Fm il 1 4740 4740 -0+50 O+DO 0+50 1+00 1,50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 AS-BUILT DRAWING 111jt14 DESIGN BY. DATE: DRAWN 11 DATE: ^Zfi�NT`�r9°'X, DRAWING SCALES DAJ 04/11/2003 DAJ 04/11/2003 W L 3L��OW �OLA L1�CbJ��L JD �JVQDO V��OW Rocky Mountain Engineers, P.L.L.C. ,, RENSIONS DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL: = 50' RAY N. CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL 1' dC��3pC �p� QO� �3413LC4 [ 1pG30C7C ]Ca �3 -- 5653 ES Cl UI LETTER 02/11/200J Civil Engineering & Land Surveying AS-BUILT DRAWING 12/11/2003 '�� * 9 As-171ALr DRAVANc 07/07/1004 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West. Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 r`4FFRtIµDa`pe4? y DRAWING FILENAME: /2Street-As-Blt-882.dwg 07/08/2004 VERTICAL: a STA.0+38.24 - Installed street -C• D Nome sIga..and Slop sign per �0 yG Installed 6"and 12" C.O.B.dr wing 09810-1. 0�y STA. 5+75 - Installed NO PARKING STA.8+25- Installed NO PARKING STA. 10+75- Installed NO STA. 12+75 - Installed NO ' DtIN eulvarta V 6 STA. 4+50-Installed NO PARKING ANYTIME with Double Arrow sign at ANYTIME with Double Arrow sign al Installed 6"and 12" PARKING ANYTIME with Double PARKING ANYTIME with Double h STA. 3+25-Installed NO PARKING Q 45' facing toward o coming 45'tangle facto toward o coming Utility culverts Arrow ( al 45' r'l STA. 0+71 - Installed NO PARKING ANYTIME with Double Arrow sign al ANYTIME with Double Arrow sign at o^9' 9 m 9 9 9 m 9 ty sign cc angle/going Arrow sign at 45'angle facing q$ ANYTIME wHh Doubts Arrow sign dl 45' angb toeing toward on coming 45' angl lacing toward o coming froflic per C.O.B.drawing n Ztraflle per C.O.B.drawing n toward on coming Irofne per ward on coming tro111e per i o. IS' angle facing toward o coming traffic per C.O.B.drawing tralllc per C.O.B.drowingn 098,0-1. 09810-1. C.O.B. drawing 09810-1. C.O.B. drawing 09810-1. '� /N' Ssa trafllc per C.O.B. drawing n 09610-1. OBBIO-1. 09810-1. I — .- -- - - ( aRea;e+rp.�Aa k O .venue "+ I g�der .o.B. cawing QQ�ifi, -� I �_ I : se A _ A,1 o r I 1 =STA:-0+76--=Installed NO PARKING6425- Installed NO ARK1�40 ryln i -J YTIME with dbuble.-Ar w algn of 'I'// ! T.3+62.00-Conatruafed ale ' 1 I =_ TIMPxHh-Dao le Arrow 44 n at •al' l .f I ' - \ I�t, f� I I I I II n71 ed=NO drlglr lacing toward en coming / 7, Iled 6"oM 12' r I�ays 1 Iel.s�l9> gec C.O.B. L- i l I 45'angle facing 1 award on,oorlllnq ST 8+00 -Ir�afa�l4d -sARKINa ,6I_ ,I , l44 yARKI G ANYTIt Double Iroltle per C.O. tlrowl eulwMs - 1 ndard clog Na.gY529-14 I(' traffic C.O.g drawl 09810-,. I _ - I Per 1 ng I I , AN ME with b e Arr9 Iqn 1 I I I -Arrowrsign 1115'1r�11gb loci - 1 I I STA.2♦56- n.lall y .0 PARKINOi- - 09810-1. I o % I I I Q I l5' 91e foal f�wa tl eemin I I r lowor an co J fnalfle ll I .� P _ I _ _ -I' 0 1/F per Z.O..drowing I= - -d o, 109�f ttr-1. TA. ,`nelall __- _ _ oubls � AN + 1I' _ ;M ANYTIME-- h " ow sign at I 09 , '1 - I I •PI I - ; ST 0+60.30-Con rind sarm / 17 4S anpl-o f g./ rd on coming A.5+ 25-Constructed storm °, �___ ARKIN YTIA with Double dr.i+-ge Intel chose r�C.08. w I � - trafllg oer C B. rowlnfl -- Ino6It loll hose Per C.O.B. I I i +' = I -I Arrow, n yLrtJBiS'.a�n le facing - 51 rd Dra inq_ 02529v14 / I� 09610-1.- In 29-14 -" =1" Iasly/N an o ny-trdtttc Per ! _ h 'A--� 4wN Iy�9��E5 ti- i. wll9jsll « I ~9-J I_- I I 4T'A5 �_ .L` C,p Jcdwin9-B9810-1. I III I 1 etalla6" d 12"- b I 1 I 3 I t)t�l4u _ iQ 00+9 ppH r, tl 41 5 ,. t i�41Wr I _ iuii o` I U1IINy culverlalam,_ !I �� \ +r;tT `1.••A ,p��t -_ I -' iS$a1w'� 9AL_- __.-_-.-.-_-_-__�.J -�,Is m_✓.__+ ��I .ocv--------- It .I - ��'„^� _� _ Imo^ •I act ,,,!N r = rtls ' _ _ - -.-_-_-_ :"7" __....-._-.. V7 _ t a•' J o ?_mom_ ^-'^^�'r�, _ _ ....... ";� _ / M—xaaan c ; I1�1III - - �- ;Op o� L • 9.95.78- --- l�-{ITS-l--- -- "� `'`'J -/% ., � y1/ _ -I /� '�• /__.r,l rn I \ 6e'' ., n I f II I --_-_� .....�.I •pino4° - 1 1e I \ 1 I t` __ __ ul 1 0 \ - - - -- - - - --- - - -- =- ----------- ANY - ----- - - --- - --- - --- - 1 Norftr15)h Avenue v �— � � I _ -ell IIIl l+an '1 I I"nos I In 111'�rt " I - \ -L1_ scale: 1"=50' B \ .` I I i III -- 1 \\ I \7 ' r o 25 SO DD AS-BUILT DRAWING Top back c I curb North 14th Av nue West Curb 4750 _ 4750 100. 'YC—� r 100. VC HIGH POINT E V- 4 37 56 S o HI.POINT S 0+ 7.64 i 100. 'VG 0 Esping"round surface v o [ + n PN STA 3+50 PN STA 10+00 .- m ' PN ELEV 47}9.40 R P'A ELEV 4747.50II i N ♦ mA.D. 0.B47 + A.D. 0.190 ++ > > '� top back ofPY1 STA-6+504740 a. < —. - - m + PIA tF" 4744.20 ^ m m 4740 >a a. p u A.C. --0.657 U m — — f North 14th A enue West Curti LOW POINT E V- 4737.26 ExiatMq and surface LOW POINT S -0+56.20 4730 4730 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 B+DO 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 AS-BUILT DRAWING S111,,1rr lj�,'tlhlDESIGN BY. DATE- DRAWN BY: DATE: IJI,, DAJ 04/11/2003 DAJ 04/11/2003 DRANNNG SCALES: WL:-.�LS�0OW LFL�LAAJLSc�J�LSL;�� caJIJL.�DOV�UDOW Rocky Mountain Engineers, P.L.L.C. � �4i REVI51 DATE: a ECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' RAY H.CENTER OI1Y LETTER 06/02/2003 CONTOUR INTERVAL' V e -- i 5653 ES CITY LETTER 07/29/2003 C`1OG34Cz1 �4}f G� GQC1CaMC D 1pG30dCGA]CG�14`a A9-11lALT DRAWING 12 11 2003 I� C1 Civil Engineering & Land Surveying ';�� f AS-BU LT ORAWNC o7/oi/2004 PROFILE VIEW: HORIZONTAL: 1" = 50' �� QLr L10 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 rl' FF I ap `- DRAWING FILENAME: /2Street-As-B1t-882.dwg 07/08/2004 VERTICAL: 1" = 5' I Itl RAF``" _ _ __ a f al 6' 1 a croaapan C I I I I IL_ 4-11i I LJ u I It_I u I u U I 9NN o2s29 f' ii I Ii I �I %jl _ / / t_ -J L/ / Z�J ;I LSf I IS �J--- __ *__ _' -- _-I -- --- -_-- I -- -lMlulvarn _ --- ---V--�� \ _ - ....LLLL .._ - --- - - --- - ----- - _ ---_-- ---- - - --------. - _--. aN._ -:. _. y. Inf I ---- - --- -- -------- ------- - {, �^ tr•[ee wwpada �tSCC _ F__ - _ .,r- _`6 , -, - s� iiiiu��li I - - w - I \?`(• -�'� _ _.. _ I Ali .� �i IODIP S. .S -- --- -- t I �:�». _rw=.»%u�.�fow'�ai": _- 'mil: l� l'��.�/I �•��_ _' - - �,/ din ii 1 m611 -- r - �-�- _ 1l C � - '.'I--I, 0.�0 M'IOI_J,BAM.Mf �.• V.• �_ &� Iliii:illll -_.,y - STA 0+'20--Mr E) 6 a,.-pan P. . �• _ - , 9. I;I..ntl D In= 2529- Is / 6b I Il I/ STA. I: TI -- --- -- - . 0+15.00(W) u _ p.r c.o.9.s ndo, 6 w '� / w C_ 00+s — �/ STA. + �.1 -Conrfr led 6' wlda (m '- 025 _ P C.O.B.SIo dard D awl No. ak l �` l l l- '�a �:lC J�♦ '� L I IJIorth 15th venue — ti dard d 8' I; c 02529 par C .B. I ndard Drowlnq No.02529-I 0 Scale: 1"=50' d I ; 0 25 so 160 ?i �cl j 7 n ir—s l n f-1.� c � is ;�f 1 I r= l I� 11�1 AS-BUILT DRAWING 4770 4770 4770 4770 Alle.v East Curb Tap boo standord curb (city of aTaman drawn (32128-1) Mae Street No It Cur Y HIGH POINT ELEV 4763.66 k` -- I PINT S7 +6.5 m HIG Top bac 100 k co u e° . VC Ien RICH POINT TA s 0+41.87 0 1 g957L S. +S I.tinq 9rauna Fo -5094x '^ n o 'g m u PM STA 1+47.56B95R m $✓h mni $ a ,n'Pi PM EIEV 4757.58 + Y �o a A.O.^-0.892 _ 4760 - m ri +♦T o 4760 ^ n II n 4760 4760 -05 mco u -y> �$x . bYyY j Top b f d �Vq oYe 'Yn4=:2ocro c + DOR > o > 7% u Cop Dock of A".r vi" 5; U 55 "" lia $ o. > Z.7'�7.2 � �� 2 78' � 22.77' w N VC VC VC 4750 L — 4750 4750 4750 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4770 - 4770 4770 All West urb Top back stars d curb 4770 u 0252.1 11)ozam drawlnq .G N Mae Street Smith CurLf m� Top Dock HIGH POINT ILEV=4763.72 c 10000 -- HIGH POINT HIGH POINT 5LEVTA i 047+82.42 of urD HIGH PANT TA=2+76.89 .o LOW POINT ELE 4751.50 `em �`f, g PM STA 1 38.06 Eklstinq - ° N+ c _ m round 37 '= R 1 LOW POINT 5T -1+35.15 Ilo a m ,'Pn, PM ELEV 4 57.se n 9 _ n� + a 4760 g c a A.D. -0 722 _ 4760 r v n R n .� n+ o +ouQ 4760 4760 mo +n i� m$a e n °, ± nmoN b roro Y p Nw �,On Y,b,'b.t ao a�i n n Top back of �'m J1 vI N n g I>>I y ov moan N ro O I? h ro + 0 + + >N>" (J < a Top Dock of VI STA=5+3.50 w ,m > S U n a o°i n 1.0—curb V1 ELEV- 47 20 v i ° 1 a a "Im a4- as m m S Hci w n A.D.-2.54 w°m W a a a s 0 o < 'VC MisrI1.79'11. 80' 27.20 n 50.00 30.22 22 7 n VC VC VC 4750 4750 4750 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 4750 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 AS-BUILT DRAWING _ oNT ;'ll DESIGN BY: DATE: DRAWN BY: DATE, �)/�n MM /� �+ .9'.4J DAJ 04/11/2003 DAJ 04/11/2003 DRAWING SCALES: - .21cTOO W LlL1OtAAJ�aU��L=QD �VUD�V�U�OW (�ttl(r�l�� Rocky Mountain Engineers, P.L.L.C. � X4i REVISIONS DATE: CHECKED BY. DATE7 PLAN VIEW: HORIZONTAL: 1" = 50' CAUL L5L5 - __ -- --- -- -- E RAY H.CENTER CITY LETTER O6/02/2003 CONTOUR INTERVAL: t` rn 5653 ES CITY LETTER 07/29/2003 Lr.QL5L5� lJ l:S WUQ� �4LfUL7L54 �LMJU'LIUO IJ L`�I"+IL5LfV4lJ �,J(/�� [1 Civil Engineering & Land Surveying £,, ' AS-BUILT DRAWING 12/11/2003 D J V O� L10 4 AS-BUILT DRANMIC 07/07/2004 PROFILE VIEW: HORIZONTAL 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4r"'44"R A A �p= DRAWING FILENAME B/2004/2Street-As-Bit-882.dwg 07/O VERTICAL: 1" = 5' NDL�N."_"� al jW .I I . 3 Ina,albd 6"and 12" STA. 14+49.51 - Installed 11-1 C.O.B.d \ �• i Net—a19na d Stop sign per er to X c - IN-. r o I raw ng-99B70-t. i� 4WJ ` - _ ------ Li __ __ __ on _ __ .._ _ _ ___ I - ii� --_i -I- -- _rX! , widn � � 3 1 C. I_'. Ii- rwJLo__-= -;..� -4. o ,-- - -- I -- n+r•r j I � �\ / i'.'I� I i DO— yl.,._ Jl� 9:ePlj}ucle. 1. storm' r,_.� .fir-drolnay.-Inlaf:5,@s�M C.O.B. r... ._0:':�»::C.'.y -_ &•�� _�.0 1_� a nut nii j --_ I w ` �:.\. ,C, _ _-_� 'I.� i 'il I (/ �F�._- 1--� cI-dard DfaAbl Na.�E02529-14 Con'rua,od-6' Id. _i ro P �6Y9 51 I. -- ---- --.- _� _ _ L._ _ - �~ rolnage lint f eh Psr C.0 �� r�Q�., rrrr -51 i Ne i ( �' ., / .,� $tondord'Dr�wln No�025211 I.i T_ ro: �, f it I .'� _ °i__� i , �'` --- --- 33 ,�� T � � _F• yy01ff'''�_ - '� 9x me t9n�9n ,Ipg P• h ''w•IJ� - `- .01 Or 'i �l L= wi F- � � �- ' ,I�` - --- -- � Scat.: ,"=50' - / AS-BUILT DRAWING 4C b0'VC 40.00 VC 40.00'V HI POINT ELEV 4770 15 M theson Way Eat Curb HI POINT STA=15+25.47 Matheson Why East Curb n 5 7 P STA- vet fi.97 VC 23.50%-25 ' hf tao dsl °^a•' ni+>y + P ELEV 4753 7 ± AD.-1.000 L + V .195. VC 94.1 VC VC G r " 6 n 'a Y Top b k of curb m 11 a j a It S a t P'A STA=8+04.98 �' P STA 14+8 31 a 3�' 4 r PW ELE =4757.75 ' f P ELEV-4769 49 g t o $ n m y v + m A.D. 0.779 ,� o A.D, _-0.229 IS, 52.71'VC J J 22.[ +c 9i ^ .. 17 61 4780 'i PVI STA=2+00 1 A PN STA=4+50 vi m ^n o r P w ° ^ 'V -� < Uniting ground surface �i' PVI ELEV 4754,50 + F a < <J o. i PVI ELEV 4754.25 v± n n Y 15. N STA 12+50 v,G m m A.D._-0-479 m 1 r '�+' G w d N A,O, 0.041 w u' y w± y� PM ELEV 4762.93 + PH A.D =2 0 - y1 PN ELEV=a7 A.D. 1.650 w W .. a s 6 Existing gr and surface G < m m �i 100. VC - za z� 945% $ a Matheson Pay East Curb -1-250t - 0.5 m Proposed tap back of wrb ENIS Ing 18-Clay PI a S-BUILT DRAWIN o 0 Sant cry Sewer Main 4750 -0+50 0+00 0+50 1+00 1+50 2+00 2+SD 3+DO 3+50 4+00 4 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 1G+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 + 17.87'VC c PM STA=1 +26.49 33.34'VC .34'VC 33.3 VC 33.34'VC PM ELEV= 764.75 HIGH DINT ELEV=4 70.09 Ayys 9y^ Mathes Way West Cub A0.-C 298 HIGH POINT STA-1 +28 m < > A - $ of curb 4770 pt� Nw 5~ J l�3e <m'r^ +r'P,Ia +o Yo rb Ma thes n Way West Cub s�wJu a� 1 1 M s 4Ya.' r `.' o - Tap N o o y 95. VIC-� n 94 IV VC _�-1 .00'VC -- fl85 27.50 16. 7+10.73 n :1 _. ur a a 4i G w d G C7.4~ r a VC vC e n PN V 4757.75 m > w Exiatln9 9ro d curlace YYY�++++ m �i, m o o yam; a A. 0.177 n m A 1ai + w w VC u 9 8 �{ rv^ PV STA-3+55.75 w r ,+y a PVI ELE -4754.25 w 1.16 '' m"f i PM STA-11+55.75 4780 i Exhtln9 grout d wrbce PN STA +00 W r� A.D. -0.779 m G PVI ELEV 4754.50 y$ n ^ PM ELE -4762.93 m m � e � w v o+ w ,n A,D.-1.408 A.D.--1.420 H d + + y 1- iN y 1 0 W� + I. peace top ba of Curb -. 1z 0 1765'A o to 10 00'vc I M theson Way Wet Curb -1.687x Erlshng 18"G y Ptpe Exl hng IS e Cloy Pp. S-BUILT DRAWIN Sanitary Sewer aln Son tary Sewer Mal -0+50 O+DO 0+50 1+00 1+50 2+ 2+50 3+00 3+ 4+00 4+50 5+00 5+50 6+00 +50 7+00 7+50 6+DO 8+50 9+00 9+50 10+00 10+50 11+00 4750 B 11+50 12+00 12+50 13+00 13+50 14+00 14+50 1 _ 111n1ry1h DESIGN BY DATE: ORAVM Y: DATE. f'�f1f'V'I -` ^t}.�NT`�.q�f.ry77 OAJ 04/11/2003 DAJ 04/11/2003 DRAWING SCALES W9Le LV W Rocky Mountain Engineers, P.L.L.C. y R% RENSI7NT DATE CHECKED BY 0 PLAN VIEW HORIZONTAL: R = 50' 'x RAY H.CENTER ' CITY LETTER OIi/02/2003 CONTOUR INTERVAL: 1' IA.eUW4��GOW �C,-J� �4wISL7� OLAA1LrWO�/�tAAI�W L1 �7 ['� ;i 5853 ES 3 -CITYSUO LETTER 02/11/2g03 'A6-BUILT DRAWING 1z/n/2oo3 PROFILE VIEW: HORIZONTAL: 1' = 50' Civil Engineeririg & Lind Surveying 4 r AS-BUILT DRAwINC 07/07/2004 pdQ� (�G30O C[�Q �G Q4 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 r`rr�PfCOST e _ DRAWING FILENAME: /2Street-As-B1t-882.dwq 07/08/2004 VERTICAL: 1 5' " = Hi AND S1 4 ----------- fan -If];P11 g10 STA. _Ah. 244, .3+9- f Vh AN A NII Na ('pa of + oft lo, a 45 4 Af, now ig 0an pm A. a - jl Annne ad-Bike bat n Whit.Th---PI.Sy"' "IrIg OTO is"Iia j A 9+70 E 1 At I In 01 0 "rp! =,Inri 41 N AVE 4.+00 Me, In., d Thenrif. oslFd Aoy:h-"`A\Ines for PC.d.. E-712ski1ed 0 DESTRIAN Cr cloys p•r f sign Per C.O.B, drawl II CRGMNG sign with advi. A EAD latest NO PAIKII ,I11in STA. 7 1" ,1"11,d rest.C, iii - with Lsll ".w fillin of'StG 4.X,E In. tied�A So E litj Ili-'1..f.11.d NO PARKING D. t1 S1 'j.._Id gin,an, gn In!Right in.GO I. -,TURN& OU. IGHT T� -1. Iwght Arrow sign.at 45*, STX\2�j LET I G-1 94-1fildl. on 04 drawing 09810 Per C.6.13 Inorn Stq. 1-tallilto Rp PARKING, led th, Anne 4 !.1.losing'1.11 corn ir'C.7.0.8.dwtn.9 020 -1. S�iA.2 12-j97 J R AN n.l. I-Ing low- A" 9 bin 0 g. the Word,,. and A ISymbols yWhi AND P"I.r A+ - tied NO _rX Vl 3+17.38 J Pit N �D Pilifigfttan al♦, "\fh,..rb Y.Il..Inern -6 Oth Left (TI AJ E ark .0.1 w FI ;D9816-1, 14D .1 C.O.B. *019811, 4rent +1 f P -'tTlk. 12+58.20 W- 2+73.55 JNPRN Way "IneftWill PEDESTRIAN CROSSING sign 1,7 C,O.B.drawing 09810-1.Lon $ le S A.�+40.35 to�+2 If If Tii:en 11 1" 1 400dal W Its h ryn,�. plo.1 10:1 + io.5, North 7,5th ly 10.5, i Pi4 ------------ JA STA.5t25 W - Initialled NO�� _ `� `1__ _._�--�1� ___ I. mwr,nr I _f I I LL� , J `1A �j 2+ h RIO `EIV12D d"'V c!10!8N`1W1= W-Installed Yellow ANYTIME with Ti-1 P$fl T 12D 4* ♦ i5 VW4 + !AT 17 ------- P�A411 Inward 41 11114 A. :'Iffl. IO�at Ing kne. h4 a R-17 Int of 4"wide whits,bike Ian INC ANYTIM Arros, TA.4+85 W lnldl��,,_�,r At I PEDESTRIAN ,.. - --7 I Ing traffic, n cii�ts I 1 .0 pc,t per C.O.B. drrl.:' d:arking laine strip.* pla; ------ - --------- ..'no D9510 Y. 420 ==-F (9 .,b -ocaning- =2=77=-Zp 1.AN.Point. - 2-10- A. J: Ph SL- Now CIA 17 h 7 cj,onn. 12, I-- Ai V)m, 17= ory 31 scale: I"=50' Ie U ti 0 25 so 100 II 1 (4j AS-BUILT DRAWING .L-O A` ---- ------------- M 1g0145 STA,1+9 R 71' --n 5' V( Let, 'I. A I IN P. d, n W n'..I� *,.rwd, -.o-I., C_C�B, S A 2.21 ROY N I is S 11.1gog RD shi. !car qz-r" , Y L Td drd;I. Im - ( - - NP I RIM A B.o. 1. STA. ,I . 7 1- 11 5 ji RIA S'a:1+�1110 EIon , 93 R,.h, *rnin -/3 NPR RK AM Q: yO Palnlad the rb Yell._,D 41 I'll N.0, _f 0 4 1 8 ipp...'sm -A' 4. 2� S JA26+48 to 3 n tied ING L E I. I'. J A,111=1.1 Right Arrow drawl _N - - Aft" - ----- 1. 1 -A,W.1 43' 9�.' ara1 45' .691.facing toward an I / I d. R-17 an am. Ob, Q.0.5 ( 1. drawing 09811-1.AND I Aram a _C.O.B/ 93 In 1. GO00 b Yellow fr..St.. a 6+48 E to 6 STA. O+r Moo S-E ulf- • 11.00 5 ROSSI rI +Qpinfy 9L=� newirt d 17452 W insTaIrW PAR KI I•al C I STA.13+63 Adel -AW 3+1 1.25 J �S_ IMEE Wfh-L I Arrow 0, w w Installed N f�'I, dry 'rf At 14E 11 t;.ft Arrow ^r jitin 45' f.,i STA. 2+20 1. 26+6877III Painted'double 4"was Yellow TO C-1.01..4" Part Typical), lt V, 26+68( V STA. 21hg.13 Install T_ Ad Pointed 4" wide white b i- A $tap sign .i Pqfta, strips.(Typk.1). P11 L..1 Oy_%illw9 _5 Ill.I... �Tlli.2+ AN 7TA. U,It4 .3 Y vSniJe In led%'�P the gm c-ol.d oh�...,;Yplr, drew 92410 an- rre 7 from S�..0+831 T N to 17+ JE Ile Way Y kIL A-.2W- Is :DES IT In, RG------r------ ------Trli* 41 Jlil,.. 11 1 nL n j t angIe;foc(nqr,1owafd am • sto f'.b'��Oy S."40 IBI�68Ow -W sP c �ohd 91 Z STA.28+37 W-Installed 71r v it ID Pointed the.,b Yellow I NP PARKING rJME-with-Loft- --STA.0+89 R0 S Installed T -16'in U10.9.jro -Sta-24+311,1 ---- ----------- s�,n an'%...In a. c n..' d Rim-0.w. Ad .... . 1-cr, -- ---------- P sr�P--. .. 'Ing-.11, P fell in. 0,0-trom 37 W 66.39 W.I.Ap or.+ UILT DRAWING 26+ I NI F [AST D _7� 0 25 F1 n R4 A INC is �i DESIGN BY. DATE DRAWN U1 DAJ 04/11/2003 DAJ 4/11/2003 DRAWING SCALES; Rocky /14ountain Engineers, P.L.L.C. KIASKINS DATE. CNECKED BY,--DATE PLAN VIEW: HORIZONTAL: 1* = 50' TTRIVW�a L2MD RAY H.CENTER 0 CITY LETTER 067�02/2003 CONTOUR INTERVAL 1' 50ES a rY LETTER 29/2003 Civil Engineering & Land Sur AS-BUILT DRAWING 12/11/2003 PROFILE VIEW- HORIZONTAL: 1' 50' Surveying AS-BUILT DRAWING 07/07/2004 VERTICAL: 1 5' /2Street-As-1 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 t-As 07/08/2004 R DRAWING FILENAME STA. -2+25. 20' left 10 0+75, 20' left, Remove.slsting.hold.,edge 11ne. STA. -1+19.23. 16' left to 8+75. 16' left.Cut.It.--.. and Dispose of _ .slating asphalt sholder toper. (See Oak St.cross-section shoal 105T) S � C'OS r g co lb'cYso > > c0 �`SO ?�J Installed Mvlble D.11-olor Post at end Points and of n points along taper. Co.— — — — — Cae- - _W— _ _ — — — — — —W— - — — — _ _ — _w _ — — — -- STA.0+05,20•left to 5+90, 20'left, OAK STREET Pointed 4' wld.white dashed lone line. 'f ♦ f I � wesf Street - — -- _ — — — — — — - -- - - - ,------------- 1 N Edye ~ �. -- - +sc.-. I — _yF- � -F - -- _ '+tee - of w P9. 6+71.6 5' /to +7 20 pl-Aephnu p SM STA. -2+25, 20'IHI to -I+88.24. - - o� -- -- _- _- r '_ _ _ -_ ten d _ Asphalt left,P+71.66,9.15' leffhtlo salid5 STA. IMI,. 20'l 4"wide hlte solid \�- I _ _- - -1 -�, L _ 3e-� — sholder lone line. ahold.,lone H... _- --- _ -_ Pare approach 1,Nor1h 141h Avenue w _ STA.-1+07.09, 13.71 left l0 0+ B' r IY _ _ _ --—_ — .- ' .—_ _— I with 25' radius at 6+73.010 and 21.62' -- --- Id1,Palntetl 4' wlde whBe sold ' ,' - '-_a _"=` -- 1i -- —1\ sholder lane line. +v.- 1---— g' Right. !�`� Molnow Cora r 2+07.75,8'left to S+97s2,8' II I =_ \---- v� i I I left.Pointed 4'wide white solid STA.0+00.8'NH to 1+10.7 B' 11 I - I J ` , shadier lam fine. STA.3+75-Imtalled RIGHT Ii, i i Y h 1 Pointed 4' wide whits solid a older �� A STAI 0+ - Installed P�,R - ENDS elan per C.O.B.drowlnq, + ,$ lane IIm' ANYjIME I Ifh Double A row ¢Ig 1 .� •t 09810-1. - lid I 1^� �\ I I i 4S Iangl facing'toward l n ice i t '0 I; I f9 - I �•trolpc r C.P.B. drawi Oq�O-II I ,. I n STA:6y75- Installed PARKIN I it /��STA, 2 5 and 4+00 A Installed % �. ANYTIME with,Doubly sign I IL -11 NO PAR ING ANYTIME with Doubts �- T\ 45'angle lacing lairs' w eo�ml I' 2I 07. e'1.11 to Sr97 2,ti' Arrow qn a,(m43'angle facfnq/. I ///'''��,\... �Imllla per C.O.B.°d p P fnte C'wide wh8.to I n a In9 traffic?" l I/ / ) pKt0-1, I ,AAA Itle Iontttt. C. ..drowlnq 09810-j i // - ------- �J- ' \ - I I Scala: 1"=50' ( -=-- - - - - - i- -';� 'w. as "- I I AS-BUILT DRAWING AS-BUILT DRAWING ,vA"'w1j�4 DESIGN BY: DATE DRAWN BY: DA FL: �13T""r�.q'y DAJ 04/11/2003 DAJ 04/11/2003 DRAWING SCALES: YQa4OW WOLAAJ�aU��/,".1D bUVQD�II�U�OW1 Rocky Mountain_ Engineers, r o•L.L.C. t� ti�hv MS S DA CHECKED BC DATE: PLAN VIEW: HORIZONTAL: 1 = 50' RAY H.CENIER Cc LETTER o6/D2/z°o3 CONTOUR INTERVAL: 1' Mnum 5653 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying r A5-BURT DRAWING 7/07/20 3 Q4� OG BOO '� AS-BUILT DRAWING 12/11/2004 PROFILE VIEW: HORIZONTAL: 1' = 50' 1100 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 43FF I 1•h ? DRAWING FILENAME: /2Street-As-Blt-882.dwg 07/08/2004 VERTICAL: 1" = 5' ��p4 4 1jNWua Scale: 1"=20' D o 2o to Q Installed City Standard Curb and � I TYPICAL CROSS—SECTION Gutter 12+17.60 1'h OAK STREET WIDENING Remove 0.15' Crushed fop Surface, Debris, Road Sanding Fines, and R�W Vegetation a 1 ; Least I' Beh Behind Curb alndCGutter.at 21' {r-- iGrade nd compact se 14.0' 11.5 Prior to Construction e of Curb rand 12.2' e' ® 60ttrxisting Asphalt at Full Height 1 + 154 150, = — Existing Bituminous0,30'Tocet Mix Thickness 3 17 BPT Ju Ip.r (2 Lifts) Remove and Dispose of Asphalt to an EPA Approved disposal Site ]49.65 6w` , P I ® Compact B Place one Compact Course 0.15' Existing 0.15, CR. Crushed Top Surface ed r�At�• 1 �'-, / Top Surface Apply Promltol 25E or Approved Equal 8 .l /Q` Existing 0.95' CR. at No Less Than 8 Gallons per Acre •ir• rrtn '14rrg- f - PC -U Bose Course with a Minimum of 300 Gollons of Existing 4.00'/5.40' .� Special Barrow Water per Acre. All Areas wibe th ` / Application cedwi of ProPlant Mix shall in Existing Geotexlile Covered with Plant Mix Bituminous Surface within the some Working Day. Extend full road section 11 5 fet from Prime d Tack - Tack all Vertical Sid, 2+34.10 to Sid. 3+61 32 efo Public Surfaces Transportation Bus Pull-Out. Place 0.30' of Plant Mix Bituminous _ 1 Surface(2 Lifts) TYPICAL CROSS—SECTION NORTH 15th AVENUE 13+43.29 1 1, PC=3+ 0 sb# I \ \\ Note: Painted curb yellow at I 5.\ -•---- I n cll trclife calms and curE 3"A /ALIT PAVEMENT -- -,q.._..�" / bulbs and Installed Flexible _3% 3s 2A Q-- 1 91.05 Is1h= (/j!/ O.u...for.oatrpalnl o/wltl..t 3 r bulb ehd n r ow.sl sorest / II_ 75 0 _width. 6",1"-MINUS CRUSHED GRAVEL I 5'w1RB SIDEWALK 1 (, 9",6"-MINUS SELECT SUB-BASE GRAVEL =-'F�- SEECA rY ST. CURB o GUTTER SEE STD.DWG.No.02528-1 i i N j I I TYPICAL CROSS—SECTION TYPICAL CROSS—SECTION WEST JUNIPER STREET NORTH 14th AVENUE INTERSECTION DETAIL It Juniper Street & North 15th Avenue S..I.: 1" 20' I• 5' I8.5--- -18.5 .`-� 5 1. 1'—.► 5' 71A8.5' 7.5 25; NOTE: ALL CURB RADII ARE MEASURED AT FLOWLINE3"ASPNALT PAVEMENT LT PAVE ENT 2% I 5:l1 2% L 1"-MINUS CRUSHED GRAVEL AS-BUILT DRAWING 6%1"-MINUS CRUSHED GRAVEL I I WIDE SIDEWALK 5'WIDE SIDEWALK <(` 9",8"-MINUS SELECT SUB-BASE GRAVEL CITY STD CURB&GUTTER CITY STD.CURB&GUTTER 9",6"-MINUS SELECT SUB-BASE GRAVEL SEE SM.OWG.No.0252E-1 SEE STD.DWG.No.02526-1 B"white Th—Pla.bc Lin. Concrete crosswalk Nhall be 4000 pal,untlnt.d,6"tnlcl w//4 radar an 24"center each Way TYPICAL CROSS—SECTION TYPICAL CROSS—SECTION street Width vorls. PRIVATE ALLEY PRIVATE INTERIOR STREETS 11'PUBLIC ACCESS EASEMENT 00 BACK OF SIDEWALK 1 V 70' 10' 1' 1' S 15' 15' � Inetalletl.xPonsim pint Joint line.shall I ASPHALT PAVEMENT mnt."d.t OP of curb. hone tooled edges 3"ASFIALT PAVEMENT 1 3% 33; '1 27s It 31c" TYPICAL PLAN VIEW �}{fJ 5'WIDE SIDEWALK ON ONE 6',1'-MINUS CRUSHED GRAVEL I I �CTY STD CURB&GUTTER t6'WIDE OR BO1H SIDES OF PRIVATE SEE STD.DWG.No.02528-1 STREET CROSS WALK 5', 1"-MINUS CRUSHED GRAVEL ROLL-OVER CURB&GUTTER STREETS WERE SHOWN ON 9 e"-MINUS SELECT SUB-BASE GRAVEL PLAN SHEET. not to scale 9",6"-MINUS SELECT SUB-BASE GRAVEL AS—BUILT DRAWING \\\A1h�11�4j DESIGN BY: DATE- DRAWN BC DATE: ��7 (7J� �'V''�f� 1ADNT�'9N1h DAJ 04/11/2003 DAU 04/11/2003 DRAWING SCALES: �e ��lJl1 J WOO LAAJLS ��L ADD �3MC3D� Rocky Mountain Engineers, P.L.L.C. � 71 REVISIONS: DA : CHECKED BY GATE: PLAN VIEW: HORIZONTAL: 1" = 50' C JLl1 ;j RAY H.CENTER CITY LE17FR 06/02/2003 CONTOUR INTERVAL: I' �34GiGC'4 D[ 4La�d� 5853 ES CITY LETTER 07/29/2003 �4�0 OQ 90 AS-e1ALT DRAWING 7/07/20 3 rn 0 0 0 Civil Engineering & Land Surveying `4� R h J AS-BUILT DRAWING 07/07/2004 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 r`'1 FFR; `pts�` DRAWING FILENAME: /25treet-As-BR-882.dwg 07/08/2004 VERTICAL: 1" = 5' n� IVIAN �-..aaa, °.°oa ,$' fa r,' ��II i l nnpr ,rs r vi.fw.aA7FT i 1- �q. I I az I I I Io b'A ,' I I I I( I• ;j1�1,11 i 1i 3� -1 1�Y1i@1111AI1tr' ♦�7 I I ' until ; ilA' , '• � F��— Op. JYb:r a 1e North 1Sth Avenue -I�^ I ------------------- --- i , I s w I or mn iiiiii�; \i I x s5 - ��'t i s ,n' m ! ,0•alllli�iiiii -_j s:. Y I North ISth Avenue -'' -- =File Ir I i , s. , ` - r ID all Y.rrr„rr wi- Yeccec 'I i � _ .---------- -- -- ---- ��- ---- --------- ---- I ^'3a -I -t-x- 55.5 n n __1•-.i_lz�--e + 45' 6 51a.15+T0.78-E�Mling H + 0 Open Channel + -,sr + Sta.12+42.86-MIN SD-2 Installed 72"D Invrim'l vU1m ;E i + M.Manhole ! Rim El., 4718.59 Sta.7+lHl-Begin 36" Inv.In(S)=4742.50 C Sta.6+50 to 7+00-Installed a 12'thick RCP Storm Drain Pipe Inv.In(E)=4742,92 o 14) O p St..10410,37- MH SD-1 i S 3 layer of Riprop below hall of awe RCP Inv. IIZ la 4737.76 Inv.Out N =4742.30 E {� Storm Drain. Rlprap moll be a well graded Installed Flared end Installed 60"Did.Manhole w/IFCO ( ) layer with 60%of the pieces to B"dla.or section /debris rock per 788-1 Ring h Beahlve Grote N Rim Elev. 4744.50 NOTE: Gl 0 ' P N larger. Riprop snail be placed over a 6" C.0.8.Std.Dwg.02721-5 _ i thickness of 2"minus crushed grovel. The Inv.Out(N)4 4R 22 DESIGNL ELEVATIOE RIM N .AT UNIPERON IS THE (n h crushed gravel shall be separated from the STREET IS NOT PAVED AT THIS ! Sto.0+00-Flowllne nubgrade by o toyer o/Amoco 4552, TIME. MANHOLE RIM ELEVATIONS CP_U Storm Drainage Channel, on-woven 9-te:tie fabric WILL CHANGE WHEN ADJUSTED TO C Inv.El.,-4730.60 THE FINISHED STREET GRADE. a I NI� N W Iof r{?_� VO ' _Sto.0-61-nowline Z Storm Drainage Channel -- n,El.'.4730.00 t' AS-BUILT DRAWING Scale: 1"= 50 0 25 50 100 N R Z a ry 4760 to 1 R 4 so v� z auN"' S °c --- pl � ekis ing ground .75 - MAN ST RM 1�'�_ _-- d I E`` _ _ 4750 D RAINA ION E '+ EE ANN " _m o fr i1C' _ S CAL CROSS ON _ 19HRU BOB OF 8 o Y a+E6 L 382 LF, "O-Ring Go 111 RCP d IS W d 60 0.91% 474 - -- E_ In _ existing ground 232 I36"O-Rin9 lae9 111 RCP Sx — -- 4740 1.023711 O.BO7G �• AtG diodeyjg W "0 LP. 0, MINIMUM SEPARATION ODWI1� 1.0231E MAIN STORM RAIN GE PIPE 47 4730 AS-BUILT DRAWING 0+DO 0.50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+DO 12+50 13+00 13+50 14+00 14+50 15+00 OAST11111p (�I II��jjI� I�/� �yl��I� �1�J �qI"I F�1 41h DESIGN BY, DATE DRAWN BY. DATE: l U[ L7QOO nJ GilOLh UC �4CGA�D CJL LJDD V�CJIJOO W ' DAJ 04/09/2003 DAJ 04/09/2003 DRAWING SCALES: Rocky Mountain Engineers P.L.L.c. �� ;, REVISIONS DATE: CHECK08Y DATE: /� / ' / / PLAN NEW: HORIZONTAL: R = 50' �� D��,�r, �400�� DD�(.=.�� RAY H.CENTER CITY LETTER 06/02/2003 w 5653 ES GUY LETTER 07 29 2003 CONTOUR INTERVAL: 1' Civil Engineering & Land Surveying. * AS-BUILT DRAWINGS 6/03/2003 l=lD lJ OLJ O 9 9 J 9 rr�� AS-BUILT DRAWINGS oe/o3/2ao4 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman. Montana 59715 (406)-586-4859 rrr`;YFfR r `�4?? DRAWING FILENAME: 2SDrain-As-Bit-862.dwg 07/08/2004 VERTICAL: 1 = 5' P6C1G9 F>'t G�G30G�mQ ri Q4 -- -- ------------------------- 1- ---- ------------- - --------�--�--- ------ - .\ \��\ I ICI I I 4N.Tep of \ '\ _ \-c J• I I, 6h - t IIIIII 1 ` Imo. - ---- - r �,IR'll� I — faD w 'st- -- _.avo (-_w_,wno , j 6w eZm .:,1M. nllllln - - rl - - y� 1111I111111 I. _ �i ' I j r sl «7Eae��1.Wislk_ wr } Nlnnnn I I I I I I _T' '/ --.---•—.• —_ -p 1._ \ �:.( i Tt / eidaa of @�lMtNre -�1 ..ti5?1=___�_5 —_—_ _— _ _—_ I o 1 _J - �- - - C L -- - - � i Z � r ,L � I ftil i�'�- ��'-� � - _ �_,� 25+1 ?z= �fp=( I I Iiy Iyi ff I I I -r I Dio.NRemoved BesislMg Nared end I I AN I _ SS.O �'� Sy.O I I ♦'- t' I of I O n,l j ` i� �y - _ _ �_�_ _ I _ .In ( I - to connect es(stinq 36"RCP ~ I I _ Out( culwrl to now 36'RCP storm droll _ Rim Elev. 4769.15 I I I r L1 <L ; a762.39 r — �----= I �i -; al(N)_4762.19 -- I II • I - - - - - - - I 'NIA ��[j y�--------- � � I�III ! I_ I I�I I j I I I I l i t _ orfh 15lh Avenue i I I' — J— D' Bann a7 � r. � I `I .,I, I , I lO i'"" IIIII'IIr - Ifs( o_� lul I - I I r"�� [--szs-- rsa E -NJ�--• Df�o �' �(/_ -- - I --- - ---- nn r«ne I i I 1:::.-^:.:: �'J -�j 00 1 2 _ .�__ I ' I __-_._____._ .1m,. - --� .._ - Ste.24+50.33e-MH SD-6_ — °' I_ -- - s« moEle 72 Di..Mennd. -- Rimm Elev. .4763.40 757.03 SD-3 5 Ste-20+60.42 Inv.Out((N) 44 4756.83 SCOW 1'_50' Inatdled 60"Die.Nankde ' Rim Elev. -4752.52' Inatdled 60'DI..Manhole 0 25 50 1DO Inv.In (S)_4746.13 Rim Elev. _4759.50 AS-BUILT DRAWING Inv.Out(N) 4745.fi3 Inv.In (S).4753.02 l i Inv.Out(N).4752.82 old o: C a 4770 4770 - oo �wY1�lV �a 1 _ .,^ I d .. existing qr and FzIt 4. c e 1.. North 1 th Avenue -p tt I Existing 36'RCP + Isil rc F S 36"TB:G E E a 178�,�.T81C G 111 RCP '6 BCLyp III RCP 4760 ert—r _ �, -- 4760 - S-Q oE- Sto. 15 20.78 S61 LF,36'o-Ring Class 111 RCP d 5 d existing 18" sanitary sewer .00x Invert 49.02 MINIMUM41. IF t 0-Ring Cogs ul R G T ON o IIN v 5 SEPA V_w5ARA ON i .00% W 15 1 a iO p o + -m > s 8'c om SS" e i i z:9 I DEZ yyE> YY inrcw ercE-. 4750 4750 -w _Ring Class 111 n�� 1 - 435 LF.36" 155% N e MAN ST RM EXISTING CONCRETE FIELD DOLLAR AROUND JOINT. ,6 DRAINAGE PIPE VITRIFIED CLAY PIPE.TO WEST,AND 18 DUCTILE 4740 IRON PIPE TO AST WITH a_ - - 2ER0 CL A-WIT" a AS-811ILT DRAWING 15+50 16+DO 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30450 � t11111, (�!'�7/� MM M rn /� r�'91I DESIGN BDAJ DATE:/09/2003 DRAW DAJ DA04/09/2003 DRAWING SCALES: r!=IvOW WOO WffQ3V9L D UML3D�lJO��OO UV �O� Rocky Mountain Engineers, P.L.L.C. = l REV SIONS DATE CHECKED BY DATE: PLAN VIEW HORIZONTAL 1" = 50' CITY LETTER O6/D2/2003 WLaOa Mv@m2 `off@ ] PNLUK - RAY H,CENTER CITY LErrER 07/129/2003 CONTOUR INTERVAL 1' s D 0 D 5653 ES As-&M.Y ORA1wNM 12/09/2003 Civil Engineering & Land Surveying % As-e11ATORAwNOs 06/03/2004 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozemon, Montana 59715 406 -586-4859 �F cl T3a VERTICAL: 1" = 5' ttFgt�`��-- DRAWING FILENAME: 2SDrain-As-Blt-882.dwg 07/08/2004 6a ga m �� n az� EE i7aNN� �f w ez u yI��O �• V,F oSpYeVY ..N Onrc�uN N' IT ep� ?i bI> sG3 <a sm .11 qf� vIaw m RIIS'c yrc — — — — — — — — _ — — I West Oak Street --_ w- - Ny.47 4I ------------JW.�—L-_____________ — Q+'00 �00-- 1{'sz— +W 4Td1}��— 3i'00— � - 6+71.70 �--- --- _-=_-----__ - - - - - - ---- - --� w t eeeaeeg_o o eeeee=:d , I i anir/'� ' Q I 7 > Ji \ I = Z Z a I i I i J stole: t 50 AS-BUILT DRAWING ----...-_-- --- - ------ "- -_-_ a. - - ------sa1s----- - - - 0 25 50 Ic. - - _ _-- -- I 4750 4750 V D � o _ 4740 4740 ��. N a PROP SED FINISHED I RADE c 5 F EXISTING OUND PROFlLE 283 Lf 2Yz36•CI w III RCP 0 0 BR MINIMUM 411 LF,22•+ • Cka 111 R O 0.30R MI MUM r�-f SEPARATION SEP ATION ysV I 0.5'. 4730 4730 •DEMATI REOUES No.DEQt- SB OAK STREET STORq DRAIN -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 AS-BUILT DRAWING Tt'tI", sDESIGN BY. DATE: DRANM By, DATE: DRP"AN SCALES /09/2003 DAJ 04/09/2003 Rocky Mountain Engineers, P.L.L.C. REVISIONS: DATE: NECKED 8Y DATE: L VIEW: HORIZONTAL: T" = 50 CENTER y CITY LETTER 06/02/2003 CONTOUR INTERVAL: I' @5M @CTNIZG4 �3"T@ w DIT25M �I CITY LETTER 07/29/2003 5653 ES As_%C'ORAwwOs 12/09/2003 G Civil Engineering & Land Surveying ��,22 i As-anT DRA9IRGS 06/03/2004 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586 =:"9 4;ff pep?= DRAWING FILENAME: 2SDrain-As-Blt-882.dwg 07/08/2004 VERTICAL: 1" = 5' IL '4gRtAND�;..` L (� % __ Min.Top o/ I. I -- --- �I -- `- —•-I ��`� 5s.o - - — --• - ---- 1 _ — —————— —— — — ——— ,————— —— — —— — _-� oD.s I ao.e h` _ — - _� u'y ;� I _ Imtaled 6o—Di. Monnoleow 1_::g :::-----p__:-:-::-:--::�- --- `u.•.?: 92L [SiA. 6_ii_ _ = _ 1 Ring k DeehiveGI t .- i------ ----- ---------.1ttr EIEv. 055.76 b N_ __: - : , � SOlC N1Na59 YnY In (S) 4752.33 .t•_-••--••- '----"---------••: P+i S _ _ _ ._ _---- -wpm+:aj: re.a •••_/ o650 S�iio0ed 'a+w.a2 SD-1♦ ) {7�4.68� N ltf o dve 17 ATopInv. (5)_{ .66 I � y --'ST 1p,�35.79 dfi, •` Newuon- 5 S-18 Rfm Oev._47 -30v ( I �II I -'�1v. l(N): 4a i I i-- 0 i 4 ¢=Mf�ande \ �' {a R l / / ORi�ndEI I ", onhde %(��Icctt Out Q•!)Imo.._4 20-- _ ,? j T �Y+823 SD-11 I e ss.o 8 p� + I - 'I' ID I kn n.(S)-EIe1.- Iq� Nlv. '4746.a2- �q J 0 .put(wN _4748.22 _ _ 1_ _ __ ._.- O North° Sth Avenue + �' 1 Z j j �._ -T ti l j j O — __ - - — _ �-- ------- � I°' I y�Vv"�in N I •fnv.l Out(N�_47,�7.08 I / _ I' LaN I STA. D+96.t5 SD-10 1 ? -- — -- —__ — _ — ld 80"Dio.Man d• og �j R.'" m EIEv. 4749.05 - I Inv,In(ESE)_4745.2 I AY `% \ // / o '` \ill-- -' I Inv.Olt(W)_ 4745.2 1 \-\- Na edm,w/4: ffCe / / - - --- - - - - - - ------ -- -- -- -- ----- -- -- I-- d•6oit 1 t - - - - - - - T%rC�s Y wvc 'M WWI.k -f\. i. iFpnd. 8 -�- II _ _ _ =:_1 2 I o o o o :::::::..::::. �r- -- =•TIYf•N Tf.iO. _ - -_------_ i AI 45.0 46. >t STA.0+00 So-2 I In•tdled 72"DI..Manhole RIm EI., -4749.59 Scole: 1"= 50 Inv.In(E)=4742.92 In(Inv. S> Q 0 25 50 100 In a,t(Nj- 42.50 4742-30 , I E I AS DRAWING w IIIn BLOCKS 1 AND 3 STOR DRAIN U snD -- _ 4770 v b N '^ o_Nr1 n c tl fhn S 7f'n aNll jmff a] Q m� cbY fg o n�• ��v Itlf N is,N c _ n o ,o $�o so Y'o�Yn� 8, .!) •e ail _NY $ d v dvNnY bw wI S^o:ES _z�= •_— is o f_", N _N • .,N _NN LE -- 47600 NV I0 EXISTING OUNO PROFlN0 -�•SS� E S15� - x awS x $�Sa _ wEs �— SttSS� fiefs SS _— pram 01.7 St dj— PROPOSED FINISHED GRAD North 151n Avenue — _— — — Droln t1T•X' Y PVC$to m O 0,50% ARS iN - 4750 475D -— - 4"PVC Stain Dmbn O .540i NIMUM 0 4�* 1 " 2e PVC OSt Drdn O a w SS � PVC St m Drain O 04 24"P Storm d•ln _ 0.46% PVC td% MINIM N SS YINIMU I Q MAWTAIN ER VICE,GRADE AND ALIGNMENT OF EXISTING 16"VITRIFl D CLAY SANIT RY SEWER MAI NE. PLACE proM O 53 SEPAjR,S• O SEPA1 R5 ON FLOWASI ILL,(MPWSS S CTION 02225),'MIN. 3 FEET EACH SIDE'OF EXISTING 1 "VC SS LINE AND FULL YN WIDTH OF UTILITY TRENCH FROM TOP OF EXISTING la" _ 0 VC SS N TO MID-HEIG T OF 24"PVC NE. 47w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4100 4+50 5+00 5+50 6+00 6+50 7+OC 7+50 8+00 8+50 9+00 9450 10+00 10+50 11+00 11450 12+00 12+50 13+00 13+50w AS-BUILT DRAWING ONTI,1 DA ev.DESIGN DRAWN BY. DATE �6 L�OO a WOO tnnl��I�Lr.VDD CJVLJDD O V��OO UV 9'b DA.I 04/09/2003 DAi 04/09/2003 CRAWING SCALES: Rocky Mountain Engineers, P.L.L.C. Y Dr ' REVISION A CHECKED BY DA E PLAN VIEW HORIZONTAL 1" = SO' --- - - R RAY H.CENiER TyCIT SETTER 07/2�2003 "'R55 H ES clTr LETTER O7 29 20" CONTOUR INTERVAL: 1' 1`(1Jlll(J"IW(`C"J� yLll C/-A,\,� CJ< `C"wJi'IUf o L/rA.\1 �j Civil Engineering & Land Surveying - AS-bta`T°RA""`5 12�D9�2°°' �3D4 Old %yT c AS-&MT DRAWNCS 06 03 zoo4 PROFILE VIEW: HORIZONTAL: 1" - 50' D 0 0 1700 West Koch Street, Suite 7, Bozemon, Montana 59715 406 -586-4859 a,F '6T YA_= VERTICAL: t" = 5' pdQb �� n1�FR AND VP,�� DRAWING FILENAME: 2SDrain-As-Blt-882.dwg 07/08/2004 47--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - North 74f?j Avenue 04 ---------- --- ---- ---------------- ----- --------- - ------- ---------- N.2 I t i f STA.7+58.75 SO-" II` CInstalled 48"DI.Manhole J1 I 1 1 RimElity. -4744.82 '5" In(S)=4739.15 %.talld 4W,Diol.-M-haki-W TL Rin 9 M 19 at _E;OT V11 ad-S IT .t(N)�4AY12 am K ----------------------- FT --------- L------------ ------------ ----------- I 'E D JE'E A ri I IF— - --- ------- • 1� =ad a. I. go" TA_9+ SD-20 A-1 Sail-� ";I z RWAI 0. -"47%..5 In all In.In(S)-4732.50 Inv.OL t(W) 4732.27 10 A j —-—-—-— —- -—-— Nortel5th Avenue Fs 6 0+711.50 SD2I r Installed 48-Did.Manhole 474 E)- 4735.69 it I uum iuu i$ \ i I I I _-_ '� 9' �i 5. LIL L T Scale: I"= 50 North 15th Avenue s 0 25 50 100 AS-BUILT DRAWING BLOCK 4 S7 ORM DRAIN 4760 4760 C N n 0! 0 k- d"i 4750 P _y IE 4750 4750 4750 • to .0 A SY c; PRO105111 111111HED IS _q GRADE I a P-1 V In 3-,UI Att ,,_-- Old Z Pro Dosed _G 9 CE In f EXISTING ROUND PROFILEsurface 4740 4740 4740 4740 Storm aay' 120 E isti.9 ground 24'11 St-1 37"0 0 DRAIN 0 135% NUM SEP All 4730 4730 4730 —- 4730 AS-BUILT DRAWING 0+00 0+50 1+00 1+50 2+00 2+50 3400 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 _0+50 0+00 0+50 1+00 I+w DESIGN BY DATE DRAWN BY. DATE; OAJ 04/09/2003 DA 04/09/2003 DRAWING SCALES, IM21u@K M@w9@V19L1�D ��UDDMMK Rocky Mountain EngineerS, P.L.L.C. r REASIONS: DATE; CHECKED BY PLAN VIEW: HORIZONTAL: 1" 50' RAY H.CENIER CITY LETTER 0612�200 MM C;Tyy LETTER 07/9 2003 CONTOUR INTERVAL I' M@@n 16 @V@Ew DEL 5653 ES AS-8kALr DR&" 12/og 003 As_ LT A �2 Civil Engineering & Land Surveying Elul De=s 06/03 2004 PROFILE VIEW: HORIZONTAL: 1" 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME. 2SDroin-As-BIt-882,dwg 07/08/2004 VERTICAL: 1' = 5' pQ AS-BUILT DRAWING °e1BR"''ems E `24 Instdl,Mi L.F. IS"dlnmeler Nonce+ B la ponA•wi.h tnln,um G14SliM arec i10 u+l a,Mora a14 Lrnanux alp*ur upprcvsA ugl,d will slvog^volume of 463 c.l. Build Pond with m[nvnurn sac vac Instdl 873 I..F L"'1,oa,rr4, Haxa rnn.mum ataays I."Ie n, 77 L f Della ll"Iti.t skr .A.r.snap vdame of 144 a'..f. Detentuv, LaiMnar , ric0s'e dewt[w al I-a,ttlmuv PIPu be conetNttad to release w0el atW.CI!be shall be Ont^I'an Arcn a7 sIV! r approved equal will' nllnllnum 1pivpa olurne al 117:a 47,1p.,00 Ullent.-AIII3J11 ,^,i In_S cf.at 12 water depth 8.116 0 with m hum elonag• .onetrvcts7 to raenx O,ItS rrs PI installed 848 LF. 18"diameter Honcar Lantlmar pipe flowllna 'to,O •of Landma pipe Cbten 0c41 Inlets: Install 400 LF- 18"ddmetwr Hnncar (t0-ylnr slam)will'a+ll:t valuma of 146 ce�nl'Gel-lion-det 12•water depth(10-year slam) or approved equal with minimum storage volume of 4 J,SS.IM Detention Area a79A L?als I.-ti- 4740.00 Lclndmry pa@ a-PPI w,rya wlm ,nv4,l -4741 Gil ('-.1.ct to sfmcture shall..constructed to «I/h..list e,vart= 474a.50 2324 .I. Flowline elevation of Landmax Pipe= Detention In4m Built Pond with minimum B.11 v l.valich-4737 25 i-im:rn+laagw velum.of 110C•1. 1, l'onrtcl to storm drama a pq,e 4742.80 Grote alevatl0n=47,36.50 taoge velum.o1 236 c.f. - PPu, nannel w/10 L F. 12 ADS release O.t I5 eh nt 1 woW era 9 - Flnwhne.N¢n+llai of LanAmus plyw pipe F♦0.505 (i0-Mar a`Nm}with ru0et invert - x/lu I.F 11 ADS pipe. De tent ton InIaL Ifotlam eI.-Alcn 4734.'2': Detention outlet structure D«lapllon outlet structure shah I�r 4'738 D0 4744.50 ^en nett Ic storm makaye Gate elevation 47M.88 shall be constructed to -Itluct.l In release 0.1144 Its nl 19" Owt-ton hllela. B011an elevation>4742,05 Detention Guth,et"111.re*,IN L•, release 0.068 cfa at 10" wale' uepth(10-yea p14r'ml clots elnv 6- -4740.00 pip.w_2 L_f f'_AD pip.. c-Mrumled to releaN a30E cfa❑, water depth(10-yeal atom) Glul.ill-l'--4140._ Belt-,mwu llon- 4737 25 Detention Outlet structure shall be constructed to 16"water Jplh(IU-teal atMmj with wtlel Invert-4738.20 Bnnom elmvton 47372:. release o"It cfs of 18"water depth(10-year slam) Grate dewl'I 473710 Dlechage to cross pa,ill fw+Iwcl to storm,Nan m+xnndd w'.W Dela•llrw'Mlhet atru,:turn All ue Grote sil lon=4745-85 Bet hY"Mev<dlai- 4734 25 LF 12"ADS pipe O I,Ox I F 1T ADS Pero Y 1,05 ''anur,.aad to release O.Y43 us,n Bottom elevation 4742.05 (;Onnecl:.a rtam d+..""g•Pipe IA"vest.,depth(10-yea lain) Connect to storm main manhole w/10 LF.12'ADS 3 I I w,''-ve t.F, I"ADS pill.Y 1 Dx wale maamion - 4740.25 pipe O 1.0% Baton Me'll,on- 1737 25 carnal to.ta'm draw mm11„4e : ./115 L.F. 12"ADS ppe'S 1 1-7. n -- _-Aire nue-- --_- --- ------------ ------- -=--- - ----- ------_-_------------- _ 8N- Ij mslinaBe i omlatl ljo mma5 p-p elreovave dt e q ruel"ael aswe it h0.179 1 IiI II L iII IIIIII --III Ip' :.IIIiI u-l'-L`1 a`•,---------_-__-_ -.-�w_/-__�-_/_-'//�s_'rIII_1i-/1..~...ri111'-_•_..-,nn�_n�a„��Jln�NIuI_,;AaulIr_iyl";,N_'I r-_. ((\_____36..3_- ,III II---eaI- --I1-,- ---- _-II.,nrir..�jq�(-t,@ f p•rs'''IIIII1t1.- _ 1II;I G�iI -_-_1a1l------- __-----r'�_i-n�_r,,IlIIIIIII`I;.I'I-p•-1IIII IL'�1_/a_-,_y o-_l/u c/.-r_-_ __--__I-_,M_"l iiy�I_____--_I Pw-+I� ,4,�aI L- -E--7-:-d-a-.u1n•�I'In III-<I-r+_-r,_- --_r- Mi n of Iy/ I,lI� - Detain Installed 450 Lf a,,lon Are.023 H-cor Suro PIP storage-.me of c.f. Flowline elevation of Landmax pipe-4734.75 Delntion Inlet; ct Gra elevotion- 4736.75 is ion-4734.0 INLET Dp eana52D.lentiwuoutlettoINtre be nect.- tha , water depth(10 yea rmt � ----- - _ ----- -__-. Gro elevation 4737.00 I'll, •Bollomw -4734.00 Mage manhole it LF. 12"ADS pipe C-nett to clam ma aos 55 O / •-r 1.0x I �I I I - „ // i fifll1✓,�NLEI I Z - �ii, 1 6-lTJl lb'-p ]. �- 1 - - - _ .pP,oe bl `'�N I S I_-.�_�.�.T/ _ --_ �� (� -__.-_-_-__� 9 x (llit"A nAfeu 1.:2 I I �lxl I 9f'ibf f ` --_- �_ _�_irll��llll' -___C111 f{'IFS er'al - :iefalrl'a„rNok nF"(KPM�1 @Ile•l W ._ - ___ ah Iedw F I I `\ x,unaall ¢ waved copal wit" °I L.-_ _-_-_-. 1 - d apt I .,I _ i fiS�r�.'Irxlrt,slam w vNll/n4:,1 IBtl � I '---- -- - _ - 9y y nuwllne wl4wuon d Lanan.;, '• i � -sr.,pfrp rr _ _ _ __ _ - - - a r I 55.0 "G I.ntla,Inlwl: _ _) I r.-. l � �Uu 7.'. a ,, � IICI a 101 I ____ ' W i f='x -c-I-' - - -ai25e--- ---- I.ralc alevnli.an>_•1736 F I I _ it -' 1;'01� - u,n 41ew,vw'- 473475 1LET'+u1„1 I iv, I 1 +I I�-l- - - f!',o''•e,IIn:tro1a10 sir l Ie,•I ed1_d 1.a ra l=ea a-e i�I III Op II •i�uiI II I Io IIII l r.ul \ \,\ '� 7Fl111l tiinii"iioi1i,rt u3+ii�1g�i.'+i`l�li't'F II h�e-i�4F.a� +l•ilii�o 'rE 74 �J ___- o9/�i,• I`Mlon fur/ ,Atr b 1uo9a ea INor�th wl51h Avenueis' Aoler depth rtt _-__.-- -_-_-_- I.Iti- 4737.W 714.7A n.lwIt A open Inlet w/CA _r M I I^ tiiiFu� 1 1 r. D5 pp.0 19x I �, an 'I 47� illlu' °" „ 111LET --- - -- - - it;11, r;;I I; a �11111, � /3 -- - ---- --'----- ---- - - --------- ' Dsiemuan Area In tolled 1450 L.F.5-diameter I I 111u111,111¢i I$ s- Honcor Surelok non-perforated OO1U1°11 $ ^ '0 "non uu j� �_ i I .y wine W29 .a. Pipe or approved equal with I ii liiii11111L'I.1 1 % (- 6. voolu Ith minimum slorr9e atom I minim m storage vdame of 506 U it •\ ' I I fir // w4 I I 10l bet onal clad`tole Neese 0�062 J/ o I v I i c.l. nowllne elevation of �i ' Landmax pipe-4733.43 I I uiuu Ali a,�nSi '\ `fit\ 1 - '• yy - r Detention Inlet: 'l""i"1 LE i - d� cfa at 9"water depth(10 )e Grote elevation-473430 ,� )g• lii I' I 1 �/' \y\\f� I y 11 N storm)0 I h outlet invert- JJ JII Bottom elevation-473268 I y I 'l lI'MI I 3 I I p„li Detention 0i structure shall ^7^^^^�-^r^ I IL be constructed to release 1 1213 - - x14 J n s at 8"w cf ater depth(10-yea atom). -- Gale elevation-4734.25 I I ✓ - - -_''- -_ ---- --•---- --- ---Bottom elevation-4731.88 I I I North 15fh Avenue ' Connect to open cnannsl w/13 I a! LF 12 A6s ------ ----------- - -- - , r 1' ea I'IIIIIINLE7 -��-zITM �------- • I �_ Detention Awap 12 O I s Build pondm minimum I I I l fl , ! i I I;I,TLE1 ::I,f _ -- -- ,•OU TLE.T----__-. __•_�� ___ s a E storage vdums of 354 tf I I p +.J u.: a_ Id---- -- __------- Detention outlet structure N,dl I __Jell - .__ __�_(._._+w.a_'a ".- ___ _ S 1__ _-...________.._--____ _ _ ___- be constructed to release 0.10], 'I _ _ '---- s h at 12"water depth 1 ,,,I n Y 45. year storm)with outlet I I \\-\ e Invert 4733.30 Cori to I 36.3 en op nonnel w/10 LF.11' Open Channel i-•FI I Detention Area all ADS pipe O 1.0% ,1 1 Detention Mea/1'L Installed Nancor Grath Derain • I e L ` I Built pond with minimum storage sstt fora` .volume ot,403 I I \ w/IFCO 700-75 grate. Detention Area a5 vdums of 533 c.f. Detention outlet 9• re Grate elevation>47443 Installed d pi L.F. 18"diameter Nancor SurNok N I gtI'�l structure shall be constructed to Detention be outlet structure \ Bottom elevation= 4743.25 perforated pipe a pprovea equal cllh Y6' hail be constructed lb \ Connect to tam drainage minimum aforage volume 1 2609 -f. ICI release 0.133 cfa at 16"water depth release 0.084 as at 10" morl w/12 L.F.12"ADS pipe Flowline Newti-of Landmax pipe-4743.50 a tat1w AIg;L�f31 M 1 410-year id-)with outlet Invert= water depth(10-yea 9lgrm) `I Install 54V L C 1'. diameter H.nca f,ndinux pipe a O 0.50% Delontion Inlet: 1 ealu•.d w11h min,mum etnr aqd valuma uP IU31 Detenlon Area MI6 Connect to storm drains a onhde with-Us invert=4net Grote elevation= 1141 SO V appr+vr.« 1 9 n, Connect to open channel cl nowllne W:wtion of Landmax pipe:473.rv� Built Pond with minimum storage w 105 L.F. 12'ADS pipe O 21% Bottom Newton-474275 0eleniton"4als. \ volume of wit c i / w/10 L.F.LF 12"ADS pipe O Detention Outlet structure shall be Grrle wI.-I n = 4734.50 Detention whet atructae ehdl De O.SOx Grote dewLton=4714.50 constructed to release 0.768 cfs of 18"water Bntlan1 eIe uo,- 47341 5 c*,,Irull*d to r lease 0.145 ch al depth(10-year storm). 0elkrtlla,9u,Jet structure andl W_C^natn 'Ad 1- 10"water depth(,0-year storm) Gate elewuon>4745.75 ,el-use 0.100 Its al 18"vidler Awplh(1fl-)en, \ with outlet Inver)-4735.75 Bottom elevation=4742.75 open w/8 �jentlu,Ar4a!1.'d 4slr'111i Connect to en channel w 20 L.F. 12 ADS utccnt Connect to en channel 0 L.F. 1 zr Area 1k9 °P / Grote ehw0w-4737 10 12"ADS pip.O 0.50)C - Install_'0 LF 18' diamete,N.C.Landma, a,st.11:,60 L.F.18'd'+vnete- pipe®1.0% 0altm'Nxwl,cri 4734.25 gR.LE93CJILl1fLL.l�uT - - ppe a appraveo egad with mmws,m storage Hausa, Su Ial,pnloruted-pe 0"F Instdl.50 LF 8" mamete Cu,wlecl to Ile rn droinn ,ox wi40 L.F. I' Al'', \ volume of 60 c.I. F'I(•@tins alewn Hun of a1.....I at x61 minknum f Pu,.b 0% \ .,Our Surwlak V0 with Id pipe' -4/3600 doruye vdame oft L C f ` er aD o.eA e d with IninNm,,.' Detention Area VISA tmdmux Pp.Pr q'+ F,pulinc elev.lion at Lonemw la wllun�e of let)cl BuNI pond with minimum storage Oalenll-h,lei: -- -- UslMil194 Men it FIowllne elewuon ul Lrnehrin+. volume of 112 c.l. elewat , 4740Gt1 pipe= n I.I.I.75 Scale. 1•'>< 50 I Ballet pcwld with minlmum 0n 91 ppipe- 473e,75 Detention Outlet structure shall be BnHnn lewtian 4737 25 Mtmtlan Int valuma ul w1 al. Detwnhon 0i constructed to release 0105 cis at Deleation Outlet steucture shall be Octe Mewlwxt=474739 0 25 50 100 Delanha'•wtlal ah ucture snas ue Clots dawns,> 4736.60 5"water depth(10-year storm)with -b-ted to rNeoae 0.1343 ds of IS, Brtt-dale— 4'3B G6 (�Q constructed to release 0,0M cis a1 Botts„ IswNon- 673500 outet invert= 4737.20 orator dpth(10-yea,:lam). 13"watwr tlplh(lU-yam atom) OHenOa,0uhe1 struatwe shall Discharge to cross pon w/8 L.F. 12• Grate.Ilivah ,n 4740,25 Do!enHa,Bullet strut Wee 'all DETENTION AREAS, 8, 9, 10, 13, 13A, who uu1N1 mMrl w 4734 85 ba Constructed to rele,,wr f1.C145 A05 Ppe O 0.501L. be cMblru4l@d In relater 0.335 14, 14A, 15. 17, 18, Bottom N@w0an=4737 25 19. 20, AND C-hscl to open Channel w!10 IT cle nor:I at. depth(l0-year (>,rl la open,.hohl w/13 LF, IC ADs cfs al 15'water dq•BI f10-yea •tPm,) 22 HAVE NOT BEEN CONSTRUCTED _nos pi'e o I US: pipe O 1 aP staml Grate elew0on=474250 AS OF JUNE 3, 3004. AS-BUILT DRAWING ( Gas.Newton- 4737-25 Ballcm elewtlls,-4739.00 el,it-dewl0an - 4735.W GanI1x1 10 anion Chill w/I^ toreuacl to open_y,ulnel ill LF t2`AD'plpw O 1.0% LF- 12 ADS Pips O tr`,0lF 1i'O'� rj`a A shy DE51GN BY: DA ORANM BY: DATE: DRANANG SCALES: ��6, V p X ��r�4�QDD @IJUDU V NI)0 W 04/09/2003 DAJ 04/09/2003 ��4 Rocky Mountain Engineers, P.L.L.C. °"J n1_ (�f1I�L ;Y} {i+,� REVISIONS DATE. CHECKED BY. DATE: PLAN VIEW: HORIZONTAL: 1" 50' I�!� ffV\f1I f}�Vf"jI ff�� RftFF11 - _ RAY H.CENTER �s CITY LETTER D6/D2/2003 CONTOUR INTERVAL: 1' DD WL:,.��LAJI%@[� A ©QL;,�D�WC) - l MCIFN (� 5853 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying AS-WILT MAwINCS 6/03/2003 AS-9NLT alAwNC6 06/03/2ooe PROFILE VIEW: HORIZONTAL: 1" = 50' r� n �- VERTICAL: 1" = 5' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4B5Y r4,IPFR ANU`peH?? DRAWING FILENAME 2SOr0in-As-Blt-882.dwg D7/08/200a Datenbon Area Y4 Detention Will: Detenllen Arso 1 2 Detention Inlet- 0; c4 I I lj Inatdfetl 381 L.F. IS-Oameler, Grate dewtion-4751.85 .0 rC Install so 1620 L.r 1B"diameter Grote dewtlon-4754.86 Detention Areo Y3 Detention Inlet: E Honcor Surelok perforoled pip- Bottom elevation-4748.90 E Hancor Surelok perforated pipe Bolton elewtion-4752.00 Installed 300 L.F.12"diameter Grote dewtion-4760.70 x or approved equal with minimum I or opvrowd equal with minknum HMcor Surdok perforated pipe Bottom elewtion= 4757.65 torage vdume of 1046 c.l. I Detention Outlet structure shall be N taroge volume of 4443 c.f. Delentlon Outlet structure aholl gpproved equal 'ih minimum w Flowline Ievaliao of Landman constructed to rdease 0,433 cis at 15" N Flowline levalim of Londmaa be constructed to rdeoae 0.950 Detention Outlet sWcture shall p storage vdume o1 793 cl. r pipe- 474,all water tlapth(10-year slam). Crate dndl jW ipe-4752.75 ale at 18"water depth(10-yaor be constructed to rdeaae 0.287 9 p Flowline dewtlon of Landmos 66 Oa an IFCO 515-7 home&grate alarm). pipe=4758.40 cis at 18'water depth(10-year Scale: 1"= 50 T.B.C.elev,-4752,90 _ q7 Grote elewtion- 4755.45 ) slam. 9 Bottom elewtion-475ZOO Orate elewtion= 4760.95 0 25 SO -1Q9 Bottom dewtlon-4748.21 `, tTl� Z - a y, C O �1 Connect to:farm man manna" 3 Botlan elewtion- Q57.65 Connect to star.drain rn-hde w/3 P w/8 L.F.15"ADS pipe O 1.OX Connect to dorm drain rnwhow 15'ADS pipe O 1.07E w x j N c w/25 L.F.12"ADS pipe O 1.0R. qa W ____ - FPewNa�l7m �la•�I F deLi"n I i i i - ! i � I i I i i - ( � _-- -" Z. Lj L JJ R — -- —.—.— -- _ -- - ---- — _ f_1 Ill Top of % - _ --�- � � ��-�� i � i I / - 55.0 — — —------------------- _ - - - �'. '\ \ - \ '� i,:-�m —— — , - 3n_ I i� LEI,e I dti ice-- —— —r - - -___-- --_ nnllllnl*fynll ' 1 Beehive Grate9 Ie. _ -� • �\ F �_ III"111111 \ )r `' e]L 7� " ate' T ll ————-- —---——-- - ----- -'an�oq ,; / -�'\_ V- �Un"' II �I — --- / N \'` "e ,owe eT«z"°�l. "'11ral�ll —— — I I I \; Y!'-- 1 IIIIIIII } b Top I —— — I —— o cl �� 1 - � ,'� �,,,��,I - , j ; �. -��i 7 �,; _ � I �xfr.� _ �o� ��' '�- _ -� -�_� i� i - i - i i• � � � ��'�I I I > .ad I I I I I I i o I i T11 I I -_ ------ 1— t AS-BUILT DRAWING j I I I Till I' � l — In -4pI I ; -- -,----- ------ - I I i n,a i�' I ilk j h I i i i i — r I I j I I fl l North 15th ve I 1p' ; II --�L_---—_�- _-_— ____- ,•_rnna nipui :•_f%--, tbo.,wwtkinn,-W.51� ?:-?eec-9-ee a,FT 4 ��^ _1 a ///'•h�-/e---- IIIIL-- J•II II I II IJ I — _ I'`• __——_ _ __ , •Ae'w :r.ac•3' S__--___-___ _ �i Detention Area YI Detention Inlet I: +g Inelalled 428 LF 18'diameter Grote elevation=4756.70 m" AA®8i Hancor Surelok perforated pipe Bottom elewton-4753.55 m I g veal equal wi lh minimum.Osten Hon Outlet structure shall o oppro stooge vdume of 1171 dril be conatructetl to rNease 0.402 Flowline elewtion of Lgndmaa cfs at 18"water depth(10-year Pipe - 4754.30 atom). Grate elevoGon=4756.80 Bottom dewtion-4753,55 Connect to 36'storm main w/15 L.F.12"ADS pipe O 1.OR AS-BUILT DRAWING wn1„1 DESIGN BY GATE o ONT-vV I`'+ pqd 04/09/2003 pqJ 04/09%1003 DRAMANG SCALES: ��d a4O� �0��4�[;,�D UVLJDQ V QaUQO ��4 Rocky Mountain Engineers, P.L.L.C. � 9�`h REVISIONS DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL 1" = 50 RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' DD G3GJQ IQ�� " ®Q15L:,\ODQW� c �Ov I�uu 5653 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying = AS DRAWNCS 12/03/2003 AS-BIMLT ORA7NNCS O6/03/2004 PROFILE VIEW: HORIZONTAL 1" = 50' IYWCJIYlL51-� (.lftTT.�1757 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859f� `1 sE�= DRAWNG FILENAME 2SDr0in-As-Blt-882.dwg 07/08/2004 VERTICAL: = 5' IIyfRLAND�P� 24" MANHOLE RING W/BEEHIVE GRATE, INLET CASTING PER IFCO 788-1.OR EQUAL C.O.B. STANDARDS SLO1 SIZE AS SPECIFIED SLOT SIZE AS VERTICAL SLOT IN SPECIFIED Surface Outlet OUTLET STRUCTURE PIPE FROM PIPE FROM Det Areaon Width WIDTH VARIES BY POND PIPE OUTLET DIAMEIER VARIES UNDERGROUND I —� UNDERGROUND I 2' —� DETENTION PIPE 2 PIPE TO STORM DETENTION PIPE I I PIPE TO STORM 5h 3/8' I SYSTEM DRAIN SYSTEM SYSTEM ` DRAIN SYSTEM J.— 9 3/B" 10 3/8" DETENTION POND 12 11 3/$" DEPTH VARIES 3/8" 14A 1/2" BAFFLE SHALL BE 2' 9" BAFFLE SHALL BE 2' 9" 16 3/8" OUTLET STRUCTURE: HIGHER THAN THE TOP HIGHER THAN THE TOP 17 1/8' 15"I,D RCP SET A MINIMUM OF 12"BELOW GRADE OF THE UNDERGROUND OF THE UNDERGROUND 18A 1-1/8" (WASHED AGGREGATE SURFACE) DETENTION PIPE DETENTION PIPE ISA 3/8' FILL WITH CONCRETE TO ELEVATION OF BOTTOM 20 3/8' OF DETENTION BASIN TYPICAL DETENTION PIPE OUTLET DETENTION PIPE OUTLET — AREA #4 VERTICAL RPV A%Eo (FULL HT.)FOR INLET TO STRUCTURE WITH BEEHIVE GRATING WITH INEET CASTING Cross Section View Cross Section View not to scale not to gale TYPICAL DETENTION POND OUTLET Cross Section View not to scale Sab-Soma.. Outlet Detention Slot Area Width 1 3/4" SLOT SIZE AS 2 1_7/8" SPECIFIED 3 1-0/8" 4 7/8" -_-- 5 1-1/2" PIPE FROM ---- 7 1-3/4" UNDERGROUND PIPE TO STORM DETENTION PIPE DRAIN SYSTEM 13 3/8" SYSTEM ---- 13A 1/8 " ---- 14 1/2" 15 1/4" 18 1-0/8" 19 1-0/$" 21 7/8" AS BUILT DRAWING 22 1/4" 23 1/4" DETENTION PIPE OUTLET Plan View not to scale Properly 30'Easement L e 5'Channel Width 3 Berm BUERf Oboc GRATE(IFCO 700-5.24 DIA.) ;:,. -.t.� :o.:,• .d TOPSOIL 1 �IF-24 B' `T T l..,r Iw a»'Seed side slopes wiN pasture mix.;'I4E-L'y o sue-LO(an$CIE Install silt fence at edge of pit run 6"Minus Pit Run Grovel,3'wide,9'thlek. SM PLCK gravel on baN Bides of channel. Separate Olt ran from native SoN Wilh 3/4HOP'PI - "0 DAETB+ VIESNonwoven Gwtexlile.Amoco 4550.or equal.WASHED-,.I%9r. " Compact grovel by"walking"a tracked ROCK 'F'8• ��y,+ dQ;;a ERAL bullw2er pock h froth aver the gravel. SUITABLEBASE 2"WASHEDROCK BEDDING — 40 mil PVC liner w/ 12"FOR PIPE 6" ealedseamslong UP TO 24 TYPICAL CROSS—SECTION Bottom and sides to 0.2'above top of pips. OU°RE TYPICAL CROSS SECTION NEINFORCLD MAISTATOG+ORONSA,CHANNEL CONCRETE BASE ,rot h>scot° (3-/3 REBAR o 9'a c) TYPICAL CATCH BASIN (Non-Traffic Areas Only) �tla➢Alfl(ifITNInTT of wale uu�,uHEADER PIPTLCATER u EAN-OUT PORT E-DRILLED AT EVERY 47H LATERAL) UPLER DUCER /�AL ® AS BUILT DRAWING NES �U HEADER COMPONENT ECCENTRIC REDUCER Plan Mew not to scale not to acola 1q1j h DESIGN BY: DATE. DRAWN BY. DATE: ��nn ((llff�� rn ((�� //�� DAJ 04/09/2003 DAU 04/09/2003 DRAWING SCALES A G^�d4OW WOO UAJ�C vgr,1DD �J�C3DD V��OO L7J Rocky Mountain Engineers, P.L.L.C. _ REVIS40NS DATE CHECKED BY- DATE y Drr LETTER as/02/2ao3 PLAN VIEW: HORIZONTAL: 1" = 50' - £A1 RAY H.CENiER Cl LETTER o7/29/loos CONTOUR INTERVAL: V 0 p e e p e �I 5653 ES AS-eutr DFAWINCS 12/09/2003 �4oa� �aQoacac�� Qod Civil Engineering & Land Surveying 'T� J AS-BALTORANNCS os/03/2oa PROFILE VIEW: HORIZONTAL: 1" = 50' 1 5' DRAWING FILENAME:1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4�f4° T W 2SDrain-As-Blt-882.dwg 07/08/2004 VERTICAL: " = Rktfq \; = i I I I I MH 1 St.. 0+00 H Sla +76 /1MH4 3 5ta. m+53nl,91 t47 4 5ta. m1+3e0v67 4]10.23 Rlm lay. (( )) 4113.24 Inv.Out(N) r 4730.57 Inv.In v(522 4714.35 Inv.In (S) 473g.27 Inv.Out(N) 4728.56 Inv.In (E) 1734.15 Inv.Out(N) 4728.56 mv.Out I + 6- PVC AST4 3034 - `+ I .T _ +6tf_ - _6� ��- =6+ 9+-Lb 'Tif00-3 m -1T'0f I -- --- ----- -- r-- - ----- -- -�. --- -- ---1 - -- - --------- - - -- ------ ----- --- - - -------- - - tt - - -' ' U41 �` III g 3 -_J -. __ I� -= - ----- - - - ---------- =- -- - x _ l I a s m f 1 i �u roni I " ------------ 0 1 r rl ,br[::` Or95.9P I T I _ I` j a 1 ._ --- 1- T�s +� 1 I, _ I \! € - +' 9 r, ., .•0. M S i nr • r0.pM `{,6i -. M' - � 4i• - i I _ i 1 arrr i - - Y I ~ 0.2.76 oMC 1; �1'„ ---- ---- ------------ - 1 q (�r I ` I ; - „b��„ I € �� 1 � �I �. T j �j �4!I � I �� F'i Di 1 n'�5'to '� c � it `3,1W^f , te'k; �•' (-/ - u Scale: 1"=50• 0 25 50 100 I 1111�1 n I g I � I di t AS-BUILT DRAWING II 1 nllil'�1 II 1 / � I NOTE: MANHOLE RIM ELEVATIONS ARE THE DESIGN ELEVATIONS. 14TH AVENUE IS NOT PAVED AT g W THIS TIME. MANHOLE RIM ELEVATIONS WILL 1 th A enue Sanitary ewer CHANGE WHEN ADJUSTED TO THE FINISHED STREET GRADE. Fourteenth iv sous SANITARY SEWER LINE 4' SANITARY SEWER SERVICI LOCATIONS - Sta. 0+63A Installed 36.0 Right Slg. 3+64.0 Instal lad 38.0 Rght e"•� Ste. 5+31.7 metalled 36.0 Right E'c' Sto. 7+62.4 Installed 36.0 Right - �+ Sta. 8+-19.1 installed 3&0 Right Sta. 9+95.2 installed 36.0 Right d 750 Sto.10+55.9 Installed 36.0 RI ht 4750 +9. nsta a -R qht H i Ste.11423:9 Installed 36.0 Right •+ Fl raWt o' street e> surface _Existing ground surf e� ASTM 3034 ,9i Ri N 4740 50R 35 PVC SD-- 376.9535 PVC j''32Y �I 22 e 'I RCP U ASTM 3034 �31.R •0.96W 4730 4730 -- wn N O N + a) ea N h 'n O Fl al G W h N nR 11D. � ^ � � � + ♦ � a + + a + � + a a v a a i s i a a ert -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+DO 5+50 6+00 6+50 7+DO 7+50 8+00 8+50 9+DO 9+50 10+DO 10+50 11+00 11+50 AS-BUILT DRAWING _ rjrl'l h, DESIGN BY: DATE. DRAWN 8Y DATE: RHC 04/28/2003 DA3 OS/02/2003 DRAWING SCALES: �Qa4OO JOO LAAJ��L,11DD UVQDD all�caJ�DOW s Rocky Mountain Engineers, P.L.L.C. REVMONS DATE CHECKED BY. DATE: PLAN VIEW: HORIZONTAL: 1" = 50' RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' A �� LA y� 5653 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying' %9 + J AS-BUILT DRAWINGS 12/04/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4 PfR ANpW`peF? DRAWING FILENAME: /2Se.e,r-As-E1Il-882.dwg 07/08/200a VERTICAL: t" = 5' 5� 1- I 4-'1 __�i..__ __ __ _ .I, _ __.,dd o r_.Paoaar sLL rra'_ i iev i _- ---+-'�-~- / -'�+ "' .� _ ------------ r•1 - j- 3 ,L112MOa N 1i'=Y -... E } - ' i°.N 0196 �- ` 1 tl •^ , __ I IRQ--`-- - - 'dl _ - 1 i'j6 N N aln � \ vQ ar 7- Go d ' ( -:• __-_-_= ' -- -- '�-�--- -- -�------ -I ! NN Sta. f2,63. j. - - --- - _ - S I`or � to � t 47 rr� _______ �..472 BB tnv.In 2 Inv.In i� .76 47'2. 1 .Out N .._I__ LL pill eee�� S1 -r 1�^ lµ 10+00 11+ 12+00 3+ 14 00 1 +00 Ii I .Wlk-; \ '' {,pliiil 11 I_ ,' I I '\, \ I I1 I { 1111�nlli, P • , -/'1 I{I lfl{[I I �� f.�� ' - , � U In , L] 1 I f1 I Ill lllliiil j �' + I$ ��1Yn. I ry I �4736791nv In I� 8•PVC AST4 3034 �1 I Nun,l Ig 4738.79 Inv In ( ) 4730.59 Inv.Out vim, I I I j jl. 11 1 'j rill h IM 5 Sta 0+00- \1\`\ i= -- i -�- I _ - 6 -« � `�'•arrAA11 � �I21� I j i I I I' III I 111 eV: IIII b $la 2+ .v2 / drminlll 1726 2s Inv.In" S) Tj E r I n eP : 111 nil llliil � 4726.24 Inv In nlnnl � S• � I ! „In„I I I 4728 21 Inv 0 '1730.94 In ill I Rlm EI•v. -- � - - _- - - -- y I�' IIIIIII IIIII 1. - I t 4734.05 Inv. \ ,'}1 4733..85 Inv.Out.(N)) }3 [- _ ,rr .Ct r - - I - T -_ f -- I � 1 T - � � r 0 I 1+00 2+0 Nort 15th ven e'ro l - _ _ - _ _ - M A• �:` _ •iG,f, S - ------� ww. \ - -- --- - -- - - - ---I- -- -------------w-------- -' -- - r 7.• + - _ � tA.r nl. 1 i j 5 --'----[anea.__I ; j%ea.daoPN 1.a / 11i1 [ -'- fi .` _.--- -- brat-• i -- -- -=__ _ - ---- - --- - - -- -- -- - -_ --- x �M B Np271 , I _ - - 9 _77 _--- - - - - - - � III_ f apart Cnannel `I-,S/ - f - - - AS-BUILT DRAWING s _ °Y - / \ Scale: 1"-50' ! 0 25 50 100 4760 - 4780 Li Y 15th Aven e Sapitary Sewer vV Ws �a y, ■ p�p� VI IE _ .- A s. IWIJ 6.0 N2 nEiCa rv� 4750 - -- 4750 n F i e FlNahed aurfact a_Li>i a a Exlati9 ground AST •e.�.$ i0 n �35 PV •OMbBS 4 SDR 35 PVC•0M8 S34 3p0,00 LF B' I[i,aa,M 5EPRATION 4740 STA: 12+70.19 ELEIV 4742.59 •5 tuna - - - - 4740 Asn 3D34 a 1bD 31 L PVC!1 3b% 6 47 LF • AST ASTY 34 27 Flft-th A e SANITARY SEVER LINE 35 PVC SDR 5•1 04S 222.61 LF PVC AN •f.16 v n 4• SANITARY EVER SERVICE LOCATIONS 22"x38• RCP ASTY 4 Sta. 0.65.2 Ins lal l•d 1.5 Rlpht 2-"f2 PVC b 1,11 St o. 0+88.2 lne lal led 1.5 left SORdlum Sta. 3+84.2 Installed 1.2 Left 4730 A Sta. 5+39.3 Instot led 9,9 Rlyht 4730 1.5 Sla. 5.61.7 Ins tot led 0.1 Left r_�__.TA 2+28.99 ELE 1730.74 W Sla. 3+23.1 Installed 7,5 Left a ar n ross ng St.. 9+22,5 Installed 5.9 Lett Sla.t0+37.6 Installed 1.5 Left Sta.f0+98.2 Installed 1.5 Left Ste.11+38.2 Installed 1.5 Le/t S-BUILT AWING Sto.13+70.3 ieeieiiee 1.5 Left Sta.14+85.6 Ins 1.55Loftalled1 ftSt..15+25.6 Ins L 4720 1 1 1 1 1 4720 ro n n o n a n m e o e m al v ° $ $ g - - a vi a v r + + + + � + ♦ � + ♦ + a e a a a a a i < 0+00 0+50 1+DO 1+50 2+DO 2+50 3+00 3+50 4+DO 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+DO 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 1111 O�Td Ar�lll OE9GN BY: GATE' RAWN DAJ A 5 �pd40GrJ a0�71� 4CC1D �MC3D�d� �OG`] �+ 91Ih, RHC 04/28/2003 05/02/2003 DRAWING SCALES: Rocky Mountain Engineers, P.L.L.C. �2'g REVISIONS: DATE CHECKED BY DATE: PLAN VIEW HORIZONTAL: 1" = 50 '. �Y5653L ESR q�zf�a CITY CITY LETTER 07/29/2003 CONTOUR INTERVAL: 1' Civil Engineering bE Land Surveying ';^ e ff' AS-BUILT DRANANCS 12�oq/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 a3F 1T -3= VERTICAL: 1" = 5' Qp �� Q� 4p,fq ANU`P` DRAWING FILENAME: /2Sewer-As-Bll-882.dwg 07/08/2004 4740.se - :'aFica"o'vos3a+vee .I - QT►� _ 1\ i 'i a�."- �L� ' pp - I _ ........_ I AI I rrEl rll J- .. D - M.00an.do-st8�1 rrrlrulnl ----- -- --- --- ' - _ - Q) nrnwl 1- , a� �. I � � ,' a� .wr � II � `y � ,�. i � �_ r� •\ ! � Y 1 / i I �.- -- -- - --- � � r, I I I I a NN D eta. 2.v:99 >� q�� ,w s, I � I � I � � I 4' � ,o, 'I N+I f"''_ I � ` 7- -��-\ 1 '\•L- `' lA li - I I � '.. � � b �- I � I _) ,7 .ln ) r'w3 - I I 1 t J. Inv.In f ' n. ---I-'-- --- --- --- ------Q s9-Ina-M"- % -_--�- - PR -`•, / I I 4715. Inv.to I I I -�\. \'( I - -- 7-•.=77 I �o l , L {7 .7 in.out N r _ I "1 _ _.4745" -1 t"(' - 7 l 11 F 12+00 3 14+ W I, I I PVC ASTY 3 , 1 +00 +00 1 +00 I tu - / /_ / S In In (N 4756. • )z f �756. r - -w -- �n _ 1 �47 Out i' I IL i •' 2 xoo i ~ I+ I I I f I I I i 4746. f .art I I, 1 _ - _ 1, i 1T539 -. D ln�. .11 (N �� -,{ - + - � I I h I If, II I I�I � \I I � a✓ �� I � 'I � I �� I 1 .._sa..�F_. l•pn=._ �^�- - .1�ll _ -- - - -- Iluull II rl �f OAT I � LI� i _-_,^,�__ O:P�/N•W ll..l0 �,p WeMoW ��-1/n� l-� �_ �-._-�- 0221ss w Basis o/Beerirlgs AS-BUILT DRAWING ;w w Scale: 1 50' I- I - rnIU - 0 25 50 IW La T s �o 15 h Avenue Sanit ry S war O N 2 4770 o_=ia -- _ -- 4770 ni9 3In20 N Fifteenth A anus SANITAR SEMER LINE u o $i '& 4' SANITARY SEW SERVI LOCAT I ER CNS I'. u. n a ° c d n Stu. 16465.2 Ina tal led 41.5 Uft e i c Stu.17+25.2 Inatalled 41.5 Loft Sto.16+16.7 Inelulled 43.5 Left y u q street "r Stu.18+45.3 Ina lolled 36 6 Rlghl Stu.15+83.7 Inatal lod 47..9 Left c ^^d surfoas Sla.19+22.7 lnotal led 45.9 Left ui�.�.W y O •_E c f / 4760 to. +40 ne a39.1R la. .1 a a • 42. .0�?v - - - - -- 4760 Sta.19+8q.6 Inatal led 43.11 Rl gyht ,n_ u4 m Sta.20+02.9 Inatolled 38.3 Le/l wowo: Sto.20+39.2 Installed b.3 Rlyyht I 4E_ S1o.20+42.7 Inatal led 34.5 Left S1a.20+e2.5 Inetalled 30:0 Lefl §� ASTN 3034RCP c a <p 140Y 4.27 LF 6 ASTN 3031 _ 1 qR 35 PVG - Exlsli g ground Eu ocs SDR 35 PY 6 D.40% M1MMU0.� .•a Sin SEPARATION STA: 3+71.65 ELEV: 4755,82 W 15, 6" 365 33 pYC 9 1N 4750 WIIM �:4eat er n oea nq -- IN 4750 216.64 Li 6" ASTN 3034 SDR JS PVC•0.549 Fifteenth enue SANI7AR SEWER LINE 4' SANITARY SEMER SERVI LOCATIONS ---- - - Sta.21+22.4 Inatal letl 26.S Le t St...21+3s6 na to a Iyy t 3� A5T4 3034 ASTN 3034 TA: 17-11.83 LE1: 4746.70 Sta.21+62:2 Installed 23.4 Lalt SDR 35iP 6 0.68% 300.00 LFPVC•0.64% r ne roes nqflight MI INUM SDR 35 Sta.22+27.0 Ine lulled 24.9 aft SEP ATON Sta.22+41. Installed 57.6 Rlyyht Sla.Y2+61.0 Inatolled 28.3 Lett STA: 12+70.19 EL : 4742,69 .5 Sto.22+91.9 Ine tal letl 55.6 Rlyht 4740 _ Sta.23+07.2 Ins tat led 27.6 Left Stu . ne a e iq t -- 474C Stu.23+90:1 Ine tolled 52.5 Right Sta.24+40.1 Inatolled 52.5 Right AS-BUILT DRAW Sta.24+90.1 1.a tal l.d 52.5 RI ht Stu.25+10. !natal led 30:2 Left SLa.25+40.1 Inatal led 52.5 Right St..25+90.1 In•latl•d 53.6 RlghI 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+50 16+00 16+50 17+00 17+50 15+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 "`1d 1ii1jr DESIGN BY: DATE: I DRAWN BY: DATE: (�7 =. � .,qb RHC 04/28/2003 DAd 05/02/2003 DRAWING SCALES: W/1 n O O /1 D nD�t}/J�(��-� Rocky Mountain Engineers, P.L.L.C. � �T'.r REIVISIONS DATE CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' 1L� /n1 LJ lJ L JLNJ 910F:*:�4 -- - --- -=__- - - -- --- - - - - RAY H.CENTER CITY LETTER O6/02/2003 CONTOUR INTERVAL: 1' ��l�Ull Q MAUL 5653 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying %y AS-BUILT DRAWINGS 12/04/2DO3 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 y` FP 01 T 4 Nefl=- DRAWING FILENAME: 2Sewer-As-BIt-882.dw 07 08 2004 VERTICAL: 1" = 5' pa I �iiieiG. II4 --^ uj � �iiiniii �� I i•+ ' --__-� �E ILIJI--� ! 1 >' \ e/ .�_ 'y 'I � � , 19 1fl •00 A• u � I s i ........... iiui i _��!1 •II i { i 17 Vie'-=� �I - I iiy l�a T 11 -.iI 1P -� s........... g�u i - ' i I nu.ur.0 / I r I „j iuii I -- �tn`29c_c=_.cce, LL� I ivaquuu � ! /� I :, g I rv3'caam 5a I uunnwn r 'ii ��-_ t i j I, I, _ --_-� ��_-i__J i __ a1m6�3Eed i I ' III Jam. `i r I9 147637. 4744. 6 66 3Um In 4743.9 RInlmv.EOulat v.('h r 30 20 4' r�l 1 0 T__j AS 3D34 92 FillI_Elt(('Aj N SIG.: +e., 47{{.63 .Oul I I i {Inv 4`� 15 `-j,56 15 79 iwa dl ' , II III � 7 � 4 ItL 2.3 �i 4�U- ' _-_-_ _-_ ��u' r r j I s� i •w •� f. I h' f.-.._ i�t�\ / ✓!'��J �iFl � J ,j rsm.a wwnea.Wit'.•r ; -" 1 I °e` Scale. 1'=50' I 1 .. 25 50 100 _-rd'�_-lei - ,ua - -�-_ i8M111� •r I j T- xv; WL r I i r ver oin _ s -I- : 31 fT i - -T- IIs ass os --teti - 1---- 3° n 1 30' - - - -- - _ - - - - - -- -_ -�- - r -1 1 �r AS-BUILT DRAWING 1234.1 - - - - - - - - - -a'-SS- ze+0a p - 4 0- is+'Q - - - - - -weax,.,� AI_ - - - I NOTE: MANHOLE RIM ELEVATIONS ARE THE DESIGN ELEVATIONS. JUNIPER STREET IS NOT PAVED AT THIS TIME. MANHOLE RIM ELEVATIONS WILL NOTE: CHANGE WHEN ADJUSTED TO THE FINISHED ELEVATION RIM ELEVATIONS ARE THE DESIGN STREET GRADE. ELEVATIONS. MAE STREET IS NOT PAVED AT THIS TIME. MANHOLE RIM ELEVATIONS WILL CHANGE WHEN ADJUSTED TO THE FINISHED STREET GRADE. Juniper 'Street Sani ary ewer Maa Str eat SANITARY SEWER LINE 4' SANITARY SEWER SERVICE LOCATIONS _ e. + n a e g 4160 - 4760 St.. 0+98.7 Installed 28.0 RI ght Mae Stre t Sa itar Sew r Sta. 1+39.0 Instal lad 28.0 Right Sta. 1+55.0 Installed 37.5 Left Inw3 _ sea Finished si:. 2+08.2 Installed 37.5 La9lt v wa w street +-a Ste. 2+14.1 Ins to, 26.0 Right +� 4770 _ s Sta. 2+28.1 Installed 28.0 RI ht 4770 s aurfaae yy E> '- " - Ste. 2+3/,2 Ins tel led 37.5 Left :,- .. .� Sto. 2+80.2 Installed 37.5 Left Y^^� �� naiad 14 St.. 2+56.♦ Ins tat led 26.0 Right ,n Flnishad 2 m street surface 4750 4750 Existing grc ind surface Existing gound surfea - � - - - - - 4760 274.46 LF 8' WM 3034 4760 - 561_ 275 41 LFPS,C 1134 OR 35 146.E LF 6- As TM 3 34 MINIMUM SDR 5 PVC a 0.68 SEPARATION Jun leer Stre [SANITARY S WER LINE 1 5• 4' SANITARY EWER SERVICE LOCATIONS ns a e STA: 1+35,58 ELEV: 4743.05 tar -3.1 - 4740 4740 Sto. 3+D6.5 In tailed I.4 Right Ste. 3+37.4 Installed 9.3 Right $to. 3+41.4 Installed 7.3'% t Ste. 3+51.5 Installed 6.5 R 91 1 Ste. 3+91.2 Instal lad 1.Ei Right Sta. 4+14.3 Installed 0.8 Right 4750 - 4750 O N pp N O O N O - W m Ida m N fYe a � v i n ♦ a i a + -. a a -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 -0,50 0400 0+50 1+00 1+50 2+00 2+50 3+00 S.Su a+tn-- 4+50 5+00 AS-BUILT DRAWING AS-BUILT DRAWING �NT11_"cq''+r RHC DATE DRAWN BY: DATE: DRAWING SCALES: A 0 0 - - 04/28/2DD3 DAJ D5/D2/2DD3IG�d40[;J G�0 �4CL^QD �3MI3D��I��3� �3GLlCC4 Rocky Mountain Engineers, P.L.L.C. {it% REVISIONS: DATE: CHECKED BY DA a PLAN VIEW: HORIZONTAL: = 50' CONTOUR INTERVAL: 1' CJVWLf13 L,"-.1pDp LAAJl.=.1� �[,�pQ L1(„�LIL}U bU�IAJ�Q RAY H.CENTER CITY LETTER 07/02/2003 �xCa� O� 5653 ES CITY LETTER 07/29/2003 2U�cc��JJ Civil Engineering & Land Surveying -, e s AS-BUILT DRAWINGS 12/04/2D03 PROFILE VIEW: HORIZONTAL: 1" = 50' o VERTICAL: 1" 5' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 'fFfR AND DRAWING FILENAME: /2Sewer-As-81t-882.dwg 07/08/200a = _ i _ x \ ----i -- - - J_ .L. � 1111 �' -t J `J1-L----i -_._ ` ' �� ' I f D I �x •-- I ---- '-��•-/ R, ------•---------- -- ------ ------ wv--+1W�os ='_ja'" I ` ------�`-i 30• - s0' l '-_ - IRA- ----------- �- - � +---�' / L, - '': ,S I w - 1 I e 30 f^-_'•.:::::::::...•_-•-- 2 1 i I 1 _ ------ _ I Tx --'tb"- * c._�ee"e53c No :::: : •----�;. 1 _-' '29e a q Iv' __ - T _ / pl ''`SF � ( � i � II i i -F �\_ I moo_ ---------- _ a _ i - 0 n - ----- -_- _-_ --- " - - ti 7 �. I -- - -� - r• ''I 1 ,- I r-i Opn F-• ld --- ' I I II I m - - I , , e I ,d, __ _ I I oLl I r / .� I IlyL4--y 44 21 sla.m v' w , +00 I I � MH 6 i 1 44744_93..3986 Inv.. t(E; y- y: I_ 17a1 7 ....... "fin Ou - .I ---- L I1p�J - 41s�P,S5_ 70 R al Eliv.' UII d_ IE ..•.---_ I I I -- -L- J. •u�'`+�'�, . Y'I l o-_ 1 I I i �� ` �IiiinnZn" i'ii i TrI ' I I 747.2 I 1 SS51 1i �� i / a1 ��y �,•. -»» SdrB� "1\�I / , CD),,` '- ' a , -- y .nIN - - - - Scale: 1"-50' 7 Scale: 1'= 50' AS-BUILT DRAWING AS-BUILT DRAWING D 25 50 100 0 25 50 Do - _ - Jessie Way Sanitary Sewer `"a 4770 4770 O Nv n6C Roy Street Sapitary Sewer 4750 e" - 4760 Jessie Street SANITARY SEVER LINE NOTE: -, < 4' SANITARY SEWER SERVICE LOCATIONS MANHOLE RIM ELEVATIONS ARE THE DESIGN =`�o Sla. 0+56.9 metalled 15.5 Left ELEVATIONS. ROY STREET IS NOT PAVED AT .. Y^',a Sta. 0+9b./ Instal led 36.5 Rlgnt THIS TIME. MANHOLE RIM ELEVATIONS WILL M , o z Flnlahad Sta. 1+n !natal led 15.5 Left STREET GR DE.ADJUSTED TO THE FINISHED _ c� alraal av Sta. 1a51.3 Installed 36.5 Rlghl w-c +e`•-` Sta. 1+b0.7 metalled 15.5 Left • 6' - Sta. 1+95.2 metalled 3b.5 Rl gnt Sta. 2+23.7 Installed 151. .5 Left rr Sto. 2+35.7 Installed 15.5 Left aoom �� 4760 <»� Sle. 2a71.4 Imtal led 36.5 Right 4760 ++,o ro al of �,r^n Existing grou d surface x,+ 16' Slo. 3+70.6 metal lad 15.5 Left a<+r +re SS Sto. 3+29.5 Installed 36.5 RI ght 4750 - 4750 Sto. 3+61.1 Installed 15.5 Left Sto. 3+76.5 Ins tot lea 36.5 Rlghl _ Sla. 3+94.1 Ina tat led 15.5 Left 5• ASTM 303A Sta. 4+29.5 Installed 36.5 Right _ Exist) ground au ace 2S5,6S LF p30 Stu. 4+41.1 Installed 15.5 Left SOp 35 PV •1. Sta. 4+75.5 installed 36.5 Right Flnlahad Sla. 4+92.9 Inetol led 15.5 Left Sta. 5+16.5 Installed 37.5 Right alraal ..-R � zurlaw 28b.R036 PVC•1. z CYn` o'o - G= 3 m 4750 4750 228.DO LF 5" AS u s 3 w SDP 35 PVC•0.BSz =J - NIA UM < w� S SEP A710N _ H- 9, _ 4740 O 1 5' 4740 NOTE: --- S u<O S A: 2+17 ELEY: 4746.42 W MAN14OLE RIM ELEVATIONS AR THE DESIGN 1�dr <,n i ELEVATIONS. JESSIE WAY IS NOT PAVED AT 7 0 30 ] er ne rose n THIS TIME. lANHOLE RIM ELrVATIOHS WILL 222d _ CHANGE VI ADJUSTED TO THE FINISHED STREET OR ° S-BUILT DRAWING W o O^pS 4740 4740 AS-BUILT DRAWING - NI V N- u�N1 O �Wp n 7w u50 4130 4730 n m r m `N V, -i Y � n •= - 1+50 2+00 2+50 3+00 v"I -0+50 0+00 D+50 1+00 -0,50 0+00 0+50 1+00 1+50 2+00 2+50 3+DO 3+50 4+00 4-50 5.00 5+50 11j"'1'I DESIGN BY DA DRAWN Y. DATE: gh, RHC 04/28/2003 DAJ 05/02/2003 DRAWING S G SCALE JL,=.TLC L1 OD LI�J tJUOU.A1��L=,�D �VQDOV:/��OW �2{ Rocky Mountain Engineers, P.L.L.C. � K'`4 REVISIONS DATE: CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' - RAY H.CENTER CITY LETTER O6/02/200J CONTOUR INTERVAL: 1' dC ��pG �p� Ug n@v @IUWL G4 �L^Qa04C1G3W �C� IGG3 7�f -- -- 5653 ES CITY LETTER 01/29/2003 Civil Engineering & Land Surveying F fella a J AS-BUILT DRAWINGS 12/04/2003 PROFILE VEW: HORIZONTAL: 1" = 50' r Isrtz VERTICAL: 1" = 5' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4 EFR `ptQ?y DRAWING FILENAME: /2Sewer-As-Blt-882.dwg 07/08/2004 q,awAND y A g I R5 N -__ I ---'-'L- - 'I-_--.I__-- i "_ - ------- --------- --- ---,i------ __ --_ - i _ _ ---- - -- - 4 17 I 1 I I I^I HORI AL 45 I I I I R` JUT �^ _- IRll ! I I� I I� I II fi=r✓ I _ - i" ! 1=. I_ , - I - -- -- I - - } I R`� II ' 4 0 5+00 8+00 +00 8+6a 9+00 -------- - --- ----------- _ C-- ;' - r' -- dRdJ -- --1 II Il i r l 7b9.20 Inv.In v( `x �-I-j -- - - l - x 14 III 1 1 ! . . ,,tA�{l 91IL �Q11 A------ - --- -- �J\' A1" 11191 111 ___ _ _ jl uwa°1 1M°ill• -/// 1 l�lll - �r\___ _ .�...\_- \ _i _- _ _ - td'BOl �I. : R t - - - - - - - 71 ��° ,,�� 1' j � i i - �'• �: I �l �- �,. I y !- a! - �. C^�-��\ L l= l 1_ � I .� ,I t �'°°,� � � ��' : / / N. •� I-n jl � s I ``� I � I-�� I 1 I .o� •�- I I AS-BUILT DRAWING 15th Avbnue I R _ �1I�`��I-I�' 'jI1I� -1-1 Scala' 1" 50' Y _�_ r- _`.-.L. r-� _� ._. I .'r- _-_ ..,�.- r�--l^� r---�Ti _ �I-� \\ _ // f / II II I� II II I�,fll II 11 11 I� � re, II.. (Il II IL. - 0 25 50 100 , x o - - o = ow athe on Way S nitar Sewer �_ E%]STING 18' SANITARY SERER LINE ..6 4" SANITARY SEVER SERVICE LOCATIONS is N E G Lot 34 Installed 10.3' 4770 -- Lai 33 Ine tat lsd 10.2 - 47J0 NOTE: w g pJI MANHOLE RIM ELEVATIONS ARE THE DESIGN ELEVATIONS. MATHESON WAY IS NOT PAVED AT THIS TIME MANHOLE WIN ELEVATIONS IN S c CHANGE WHET ADJUSTED TO THE FINISHED z 7 STREET GRAD. ~~ Mathes- SANITARYWay 5EMERSANITARY SERVICE LOCAtiffFinish I0N5 eMesfed za~ Ty 03A Sta. 0+I 3 Inelal led 15.5 Left Y!Fi•J ° - $ fuAoae $C§2 5% Sta. 1+15,4 Inetallad 15.5 Left 113 35P Sta. 1+89.0 Instal l•d 18.5 Left Sf 5i Sta. 1+85.0 Ine talled 15.5 Utt S Sts. 2+63.5 Installed 15.5 Left 4760 M "" __ Sta. 3+19.4 Ilutatled 16.5 Left .0 -` AST4 3O3A 4760 Sta. 3 02.2 Ine tat led 15.5 Left <2 vw b" 31, St a. 4+24.1 Inetallad 15.5 Lsft f 1,343 pVC 2' Sid. 4+72.2 Installed 16.5 Left 5DR Sta. 4+94.9 37 Installed .0 Right St 5 . +08.5 Installed 15.5 Left Sta. 5+33,4 Instal led 37.0 Flight Exlstl ground su ace Sta. 8+48.1 the tat lsd 18.5 Left Sta, 5+57.9 Installed 37.0 Right ASTM Sta. 5+80.8 Installed 37.0 Rlyyht 34 Sta. 6+05.8 Instal led IS,5 Laft - 4� LF b` SOR 35 PVC 12 Sta. 6+19.7 Instal lsd 37.0 Rl Ill Sla. 8+18.5 Installed 15.5 Left 1 211 17 LF B' A M 3034 Sta. B+78.2 Inetallad 37.0 night Sla. 6+54.0 Installed Right 4750 Son 35 PVC 4750 Sta. 6+95.5 Imtal led 37.0 Rlqht Sla. 7+05.5 Installed 15.5 Left Sla. 7 45.5 Installed 15.5 Left St°, a5,5 Inelal led 115.5 LefI Sta. 8+48.5 Installed 15.5 Left Sta. 8+05,5 Installed 15.5 Left Sta. 9+42.8 Installed 37.0 Rl yIt Sta. 9+57.7 Ine lal led 15.5 La/t Sts. 9+91.6 Installed 357 0 Right Sts.f0+05.B Instal led 37.0 Right Sta.1o+21,1 IM talled a0.6 Rl qht 8-BUILT DRAWIN 4750 a7 m n m ront dl N N n N + Ad w n ^ , <- n o n 'i N " Imo b b n M + •� Y � r < ♦ 1` •e ♦ •� Y r Y a a a Y a e a V Y Y Y Y Y ♦ Y V Y f N -0+50 O+oo O+SO 14 DO I+50 2+00 2+50 3+o0 3+•50 4+00 4+50 5+oo 5+5o 6+o0 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 DESIGN By DAM DRANM BY: DATE: 1_IUL: L U@K aOLAA @ LJ NZI!1D @VUD�V M[l m .9'I RHC 04/28/2003 pAD OS/02/2003 DRAWING SCALES: �J lJ Rocky Al o u n t a i n Engineers, P.L.L.C. _ irI REIASIONS DATE: CHECKED 6Y DATE: PLAN VIEW: HORIZONTAL: 1" = 50' RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: t' ��e 4LNL5�OO W ��a ' ��e N W u 5653 ES CRY LETTER 07/29/2003 (a� Civil Engineefing &L Land Surveying ' AS-BUILT DRAWINGS 12/04/2003 PROFILE V1EW HORIZONTAL: 1" = 50' *alSTf IYLS/-un: C•3 IYW�JLYIlY� t�JUla3L3 U 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ',`�tiffR AND C�e�?�� DRAWING FILENAME: /2Sfiwer-As-Blt-882.dwg 07/08/2004 VERTICAL: t" = 5' Na 1 Ir4.1/ s .. S a%00 — I DETAIL — BASE FOR MANHOLE #1 AND #5 J Ia n I r I CUT EIM AND REMOVE TOP OF EXISTICONSTRUCTION r, Tn II 4 R P AFTERCONSTRUCTION ' ,qr h_ _- _' �i OF MANHOLE(BASE AND SHELF. 11 I I __ _______I___ SEE STANDARD DRAWING.02722 1 n I �I ( � _ -- u•1'78- � -�-- I FOR CHANNEL ALIGNMENT. 1 I I s 60" - -—-—-—-— ------- — 11!! p _ North !h Ave TOP OF SHELF O ELEV. M. _ At "\ t-E CHANNEL FLOW IN y OF TOP OF 8'PIPE C •'' . � �_ b Y_� _ I_ �•,- NH 6 Sto..m+ .v�`I v/// 1 ��- k` SLOPE1"P�� 1 4736.79 Inv 1 e(SE) �j ` B'PIPE 4 -7�_tnil' (SW) 1 SET BOTTON SECTION OF BARREL 59 Inv.Oul(NM) N�•� PIPE 'v r / OF 3).SO THE BARREL DOES NOT ON B"CONCRETE BLOCKS(MINIMUM I BEAR ON THE EXISTING 24"PIPE. POUR MANHOLE BASE IN-PLACE. �+2e BMIN. A .. 4737. I v.�0u lv(N) 1` 15e TY OF BOZEAN STANDARD T M DRAWING 'R740- No.02722-1 $, R e: ^"I _ — — — ` PLAN VIEW - SECTION SANITARY SEWER DETAILS m„I,11 4 m e NOT TO SCALE p 111 III 1737 .36 Inv.In. S) .21 F1 R P [I V. ^. o � onlpl 37.1 l S I AS-BUILT DRAWING Scale: 1"-50' 0 25 50 100 4760 4760 Apar men s Sa itary Sewer APARTMENTS SANITARY SEVER LINE HONE: 4' SANITARY SEWER SERVICE LOCATIONS ELEVATIONS. RIM ELEVATIONS ARE THE DESIGN ne c e r1g1 ELEVATIONS. APARTMENT DRIVE AND PARKING Sto. 0+76.5 Inelel led 13.5 Leit - — ARE NOT PAVED AT THIS TIME. MANHOLE RIM Ste. 1+09.5 Inel9tled 44.5 Rl qht ELEVATIONS WILL CHANGE WHEN ADJUSTED TO St,. 1+01.0 Ine tcl lad 14.5 R191t '�"><`S` THE FINISHED ASPHALT GRADE. Sto. 2.23.a Inetcllad 36.9 Lefl $ts 1 4a i Irl-• 4750 4750 aIp m ��$ Flnished suAaoa •' Erletmq grou d—face 4740 41411 I�pp736FP •0.4014 125.5SDR 35FPVC 1 T11.3 40 31 NININ M P TION W 1.5 4730 4730 ^d a AS-BUILT DRAWING 0+00 1+00 2+00 3+DO AS-BUILT DRAWING DESIGN BY RH `'26'2°°3 DATE: DRAWN BY: ATE= DR AIVING SCALES: W L;�a4OO LlLl G�]]O (][ �lJ LSL,�.1DD bULJODD l/�CaJ�OW (� Rocky Mountain Engineers, P.L.L.C. �rYl Y"�II REHSID S. DATE. CHECKED A /02/2003 Y DATE: PLAN VIEW: HORIZONTAL: 1" = 50' RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' DOD DG4Ca�d� 5653 ES CITY LETTER Civil Engineering & Land Surveying' %T 1 r 'T. i AS-BUILT DRAWNGS �2%04%2D03 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 I,Ff ptf?= DRAWING FILENAME: /2Sewer-As-Blt-882.dwg 07/01/2004 VERTICAL: 1" = 5' „R„AND