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HomeMy WebLinkAboutWalton Homestead Subdivision PUD - Missing Pages 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 Map, & 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. SS1: 14th Avenue Sanitary Sewer Line 2 ALL G PLANS AND THE MONTANACPUUBLCTION HWORKS STALL ANDARD D SPECIFICATIONS.RM TO THE NFOURTH EDITION, SS2: 15th Avenue Sanitary Sewer Line Sta. 0+00 to 12+84 DATED JANUARY, 1996, INCLUDING ADDENDUM No.2 (8/08/00), AND THE CITY OF BOZEMAN MODIFICATIONS, MAY 1997, INCLUDING ADDENDUM No. 1 (2/19/98), SS3: 15th Avenue Sanitary Sewer Line Sta. 12+84 to 25+97 ADDENDUM No. 2 (3/15/00), AND ADDENDUM No. 3 (5/08/01). _ SS4: Juniper and Mae Streets Sanitary Sewer Line 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SS5: Jessie Way and Roy Street Sanitary Sewer Line SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER �� O d Y Y Y AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. _ SS6: Matheson Way Sanitary Sewer Line 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMEN, SPECIFICATION SHEETS. ETC., FOR ALL EQUIPMENT ANDT riffin Dr. OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER Z I \ \ m Hp�4 \ SST Apartment Sanitary Sewer Line and Details WORKING DRAWINGS MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO 4 THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE W2: 15th Avenue Water Line Sta. 0+00 to 14+00 Sheets W1 — W7, Water Lines MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND �""o• W1: 14th Avenue Water Line MATERIALS BY THE ENGINEER. SITE /�90 \ 5. ALL NEW FIRE HYDRANTS INSTALLED SHALL BE EQUIPPED WITH THE "MUELLER HYDRANT DEFENDER SECURITY DEVICE", WITH LOCKS KEYED TO CITY OF I Oak St. - W3: 15th Avenue Water Line Sta. 14+00 to 26+80 BOZEMAN STANDARD. 5, W4: North Loop and Juniper Street Water Line 6. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL •� exmzl W5: Jessie Way and Roy Street Water Line BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. _I �, # „� sI. oo 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION W6: Mae Street and Apartment Water Line OF THE CONTRACTOR. �I ; S1 �i_. I °.zI_ Tamarack St. 1 W7: Matheson Way Water Line 8. PROJECT BENCHMARK: ARROW BOLT, FIRE HYDRANT AT THE NORTHWEST CORNER OF , s, _ L� ' ❑Z. OAK ST. AND NORTH 17th AVE. ELEV. - 4935.95 (CITY OF BOZEMAN DATUM) a..w."z,. ❑❑r, MARCH 31, 2000, FROM AUGUST 6, 2001 TO PRESENT ELEV. 4938.99 (CITY OF t«•«• p �J�sJ LJ Sheets ST1 — ST10, Street Improvements BOZEMAN DATUM) P ❑���� ST1: North 15th Avenue Sta. 0+00 to 14+00 9. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. Durston Rd. t ® ST2: North 15th Avenue Sta. 14+00 to 27+00 10. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. o ®10,L31 ST3: Juniper 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING oe Z •' ❑QO��� ©© F ST4: Jessie Way and Roy Street ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN „" es ®®®©Men enh II Ell FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. J ^o I I',. W. M in St.� ©©D©� �1 ❑❑�❑� ST6: Alley and Mae Street a ®®®�®S ❑� ST8: North 15th Avenue Painting and Signage 13. WHERE SIDEWALKS MEET INTERIOR STREETS PEDESTRIAN RAMPS SHALL BE CONSTRUCTED s 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, P AND MEGALUG SERIES 1700, RESTRAINT HARNESS FOR DUCTUILE IRON Sheet SD1 — SD7, Drainage Plans BELLS, ppOVED EQUALS, THE FITTINGS SHALL HAVE THE MINIMUM RESTRAINED VICINITY MAP LENGTHSSDI: Main Ditch and Storm Drain Sta. 0+00 to 15+00 NOT TO SCALE FITTING RESTRAINED LENGTH OF PIPE SD2: Main Ditch and Storm Drain Sta. 15+00 to 30+00 90, BEND 23 SD3: Oak Street Storm Drain 45' BEND 10' 22-1/2' BEND s' SD4: Block 1 and 3 Storm Drain 11-1/4' BEND 2' SD5: Block 4 Storm Drain 45' VERTICAL UPPER 39•, LOWER 14• 11-1/4' VERTICAL UPPER 9', LOWER 3' 8" x 8" TEE BRANCH 47'. W/ 5' EACH DIRECTION ALONG THE RUN OF THE TEE 8" x 8" TEE BRANCH 29', W/ 7' EACH DIRECTION ALONG THE RUN 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' 15. 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. tiy�ONT�',q!, Rocky Mountain Engineers, P.L.L.C. --- RAY H. CENTER 5653 ES Civil Engineering & Land Surveying q 1700 Wes*, loch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 UNLESS SIGNED.SEALED,AND DATED. DRAWING nLENAYE: /2Cow-As-81t-882.dM9 01/05/2004 THIS IS A PRELIMINARY DRAWING SET. U-ki. I o� 45 u cl j7 I ��^-----r7�- _ /��•�-�+ .� ,_-2 '-- -- ,-a.,l: t nl v I .' '•� 11°- I I / ��' • ,',';�'ll I '� � - ----TTTTIT l -- 1 M:fJ,W.d)N , 14 F- I � � k1i IJ1 �� � PL5J I 1nn0 TJ Ir STA.9+9892 IN D h II I .- _ 1111 Tr� %6 TEE I6 LF. .I. x-ro.ax _ PIPE, AND FIRE HID A W/ STA. I r. I Jh it - _ ....` .�... ..-- I. Z I I �,.I AUX.VALVE ASSEMB Y - _ ( / -' --_ _ -- -------- \,.q1, �� -L- ,13+7�L11 I � � i I,In \ {� ` I N.J. RESTRAiII l IOU I _OI,_ l- 1 v . W I ,� , I = --- ---- - --- iRA1NT NO VAL .fig. I ,,� '. � � -- I � �i� '� •--- A. 7+, 7 N I � �l N t 1 h Aven � �`�� \ �� I'=d��r I wV IF - B F _ -_ $ ,I " �jL- M.J. RESTRAINTII Do+ RESTRAINTGATE VLAND VALVE BOX o' � - �n STA.8+e0 - INSTALLED - t, IIy' _� -- STA. 12+50.4-INSTALLED-- STA. 12+03.87 -INSTALLED B XB"CROS IE MAR P.H. J \,\ BENCH MARK F.H.ARROW CAP BOLT. STA. 6+75 INST D L- _ a-X6'TEE, 13.5 L.F.OF 6" _ IS%3+97.92- INST 0 I I ;-Xe TCC 24 LF.OF 8 -� lI D.1 PIPE,AND FIRE HYDRANT S 0+00- INSTALLED a"X4'MJ X NJ TEE, 52.5 I PIPE,AND FIRE HYDRANT W/ �' W/AUX.VALVE ASSEMBLY 8 6 TEE, 16 L.F.OF 6 D.I. \ STA. 3+4e.92 - IN STALLED {'CLASS 51 D.I. PIPE,I I. AUX.VALVE ASSEMBLY A.a+94.41J�' - -- I (W/M.J.RESTRAINT) II. N I N ty rV pl ,AND FIRE HYDRANT W/ 1 e%6"TEE, 1e Li. A 6 0.1_.- IW/ 1°RUSHING TAP.IT T (W/M.J. RESTRAINT) RESTRAINT •J 1 I l _ 00�� I I I I LL %.VALVE ASSEMBLY PIPE.AND FIREHYDRANT W/ .PLUGGD AFTER FLUSHING.(W}' I:., .I - -- I I M.J.RESTRAINT) AUX.VALVE ASSEMBLY (RESTRAINTS ON ALL JOINTS) I t I`t IL-._�_ NCH - �l L J I[.J� 2 .STUB AND CAP-NORTH (W/M.J. RESTRAINT) ''`> - --,.-_.. I - i E MARK F.H.I.H ARROW CAP BOL. IV ,-LE - L h h ' 0 TEE WJr ilMU9T 9LOCK I - STA. 7+21.23 f I,f. V.=47{8.8 CITY F R N ATUM \yOC`^ry1 I ; �,. -._- I INSTALLED BW/ .�� .I I- _�_ - 6 O4 I I °sl - _- •_-__ / M.J RESTRAINT BENCH MARK F.H. ARROW CAP BOLT. ." . 2 Id l TT�� ELEV. 4 1 CITY OF 0 MAN DATUM BENCH PARK f1.. .ARROW CAP BOLT, _ - - - A'7-'F s- I - r .R __ _ -_ _ r itTyNorth 15ihVV IL�Avenue t� .v<o-_ i o�Ww�MULTAru p avr, � � + I }F s= I II. Ll J ' r - 1 4 __ STA.6+00.91 -OPAL 1� �.s � � �'� n - _ --- - 'F BENCH MARK F.H.ARROW CAP BOLT. I _ I _ - jT r 97 INST ALLED !' CLASS 9 D.I. PIPE,AND CAP rA rr - � LEV,=!7{ 0 CITY MAN DA ,S{ i•0e.2e -.qqi �r- W/ 1' FLUSHING TAP.TAP TO BE ) .,� I , ..1 J ,IO Oy 8 4 MJ X MJ TEE, 52.5 LF. OF - ( / I - TRAINT AND VALVE 901E RESTRAINTS ON FLUSHING. W G I I 4-CLASS 51 D.I.PIPE,AND CAP __-. ALL JOINTS) I _-__-..--•-_•-•-- W/ 1" FLUSHING TAP.TAP TO BE STA. 4+95.82- INSTALLED PLUGGED AFTER I' I 1 ---- j1"" --- _A -- ` -- -_ T- .- C - PLUGGED AFTER FLUSHING.(W/ _ I 6 22 BEND Ilk W M.J. � / t 2 I �I '�J L -- _ - I - •O- --. -ar- rrinrl .,i REBTRAINTS ON ALL JOINTS) RESTRAINT ---- -._ 1 I STA:=}4i9iF-- STALLED _ _ Scale: 1•=50• a. B GATE VALVE W Y.J. -- _.-S.yA�_ RESTRAINT AND VALVE BOX Ism 0 25 50 100 +06.16- INSTALLED RESTRAINT ' _ AS-BUILT DRAWING F1 4760 ST 4760 - - _- NOTE: - THE GROUN SURFACE SH BE BROUGHT TO FINISHED C ADE WHEN THE WATER LINE IS NSTALLED TO Pt EVENT FREEZIN OF THE MAIN WHEN FROST IS N THE GROUND 15t Ave . ue Water Main 3 0+82.7 35.5'RT 22 6+41.9 33.I LT o 15 6+41.9 57.1 L J o 14 9+10.1 48.1'LT 1 10+34.1 52.6'LT � 2 10+89.4 32.r LT 3 1I+29.3 52.5'LT PR OSED FINISHED GRADE 4 11+69.3 52.5'LT EXISTING GROUND PROFI 4750 0 3 oy d\ °D „ vl x n�^ I G ' n; Sp MINI ' k'ii-; �+<.- n� SEP s W K Cj� ' W O < �,-•< ua:� �i� � zycmn �^l I - >< xv+5< w• e'v3 rioS<�. rocf �io� 24" go2e: -__n;a ei n'°rc�,1=, i ']';1m1 MININUM n� 1 ^- X,' �' K u b SEPARATON O m 'r 1.5' S5 �I IT F n��>z M> COVER(TYP.) LS "'Z y10�<�� Or��w VfVK � _Ni6�G IAV r � W k s 4740 47. rsCLP�A MIN UM ,� < & ATION � t uu o �1 13i 0 03 x •Wz<>'61 �g +�F 9Zm '-: Nu z 8 o sue.. CUSS 51 D.1. m z J ' 14CO L.F.8 o W 1 �3 n 5; 74�P z 4730 - °'m W ' '� .15 e'` � W=� +mWVi >>; >77 0 20 1+1 t.3 52.4'L m P: 3e , Fo 2t l+00.0 52.2'L I^.r; .; n� - 2'WATER SERVICES + 2 4+65.3 SI. 2 5+43.9 <' AS-BUILT DRAWING 4730 4730 n _ n m w o m xT n m n e e ♦, + - o m m o n o +16 +, ,Y, n xZ n n n n ',P, 'F, S n ^ n n n n + n $ $ ,�♦ ♦ ^ Y + v ,♦+ + `$< 'S < . i . g ♦ ♦ v n ♦ i v �+ v i nl f V � � ♦ r 1 ♦ ♦ 'f ♦ 1 � ♦ V r r < r � ♦ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 a+00 6+50 7+00 7+50 e+00 8+50 9+00 9+So 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 74+00 14+50 15+00 13+50 11,1„'' DESIGN BY: A DRAWN BY: DATE" �DsT`�'q'h RHO 04/28/2003 DAJ 04/30/2003 DRAVANG SCALES Rocky Mountain Engineers, P.L.L.C. REVISIONS: DATE: CHECKED BY DATE: PLAN VIEW7 HORIZONTAL: 1" = 50' [ ���011 J LfUOLAAUSCaJ��QD C�JLJUD�V�C�)OOW �(LF(��� i' CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' LIUU Q i RAY H.CENTER CITY LETTER 07/29/2003 u ](� �7 5853 AS-BUILT DRAWING 11/24/2003 1JU C5 O� U Civil Engineering & Land Surveying PROFILE VEW HORIZONTAL: 1" = 50' e��G, J F.H. Elev. Correction 04 OS 2004n �'iAQ4 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ``rf3Pfq'aTLa`��`>J DRAWING FILENAME: /2Woter-As-Blt-882.dwg 04/05/2004 VERTICAL: " = 5' aaaiND / I �•-- i _til-i --L, 1i PE E /`� L /°tia ..- 1_ x - STA. 17reo1 i� -- Ioff --•_- ---- - I 1 1 f - _- Y.J.RESTIIEAMR, /r` r20+04.7 '-INSTAIJJi. _ ry I I y I i . REfTRANT D VAL BOX `_ \ n 1 / AD7(.-VAEVE'ASSEMBL� , ' `.�•- _ -T--,-_ I _ r � _ - IF / �PR'E,ANC it E HYDRANT./I a0 J A.264 1.21 INSTALLED -� J / 8 TAPPIN VALVE W VALVE r� I I`rt BOX,AND 10-X 8'TAPPING M '!��il ;rr _ -- /frYA.2Y+94,D3- INSTALLED Ib_ I c9 yJ. STA 23+02"00- NSr D - I - _ -" I �• C - tlI' M.J.RESTPAJ - 4- N TALLED - -e`-GA A ��. U / REST0.A11�T ' BEN H MAR F.H.ARRO C BOLT. 'STA. 17+70'B2-BI3T I - -- v 1 -' IE HYOIeNi B= _ - i I cR sTn 1e -war oo+2 "s i I' � I vI r I { I �y I �p I ,I I MSEMBLY �[Q�, j N W I ry I I�j N I I I r•' I jlll _ ��a,,cI RESTRAINF LI I L_ J it L 11 s I oo+,z +o0 23 T) IIz 26+00 JI I v� t YARK F 0 CAP POLY. h ' W CAP BOLT. I -.� ��.�---�- --1"�• 1-.. I-_�F - �� _C_-I�y_ _1_�_ - �-�_ I _ %. ./.. /� X OF --. - -_ - � -. B •.TEE 27 Lf I _L ..i. .I�" EI WL , ..~.D I e / `��/� In f- qj � � - �_J I�11 O.I. PIPE.AND FIR 'NU7�, I - I I �I �a _ --_ W/ PIPE VALVE_ - rf `I _ } -_ � j - . - �f l _ i:F. j . L / q �IMi''R� j h j I�11I I- - --rr _ �nn� II r =Jj I I II D ! I I I _ -nr - o L- ff l 3�•, � I �� b .l I � I �� I I a , i �� I� !'_ I 1��- G ! _�I i _ - =- - = = = =� -. s /,' - ----- -----�- j - I . . i� � � :__:: :_ .ce y .. M BOLT. �[ - - I '{ - - - ---- -I• n AN ATUM ,- - C ` 6 i ti / 4 L] l� Sr�F - j o I � � N f M p ,�0 Ln h I II I Doti o� o,j� �- �� 1 1A` Scale: t._ 50. --- xI� L,J 0 � Homesltes Subdivision E-I1 0 25 So t00 -j \ - - AS-BUILT DRAWING 4770 4770 N HOMESTEAD SU1023ON _ � TION- 3/4-WATE SERVICE STATIONING NOTE. o; �� MDEO EVIANITATION REO RED FOR S(M 0.5' FROM TION _LLNGTH THE GRO�U.. URFACE SHALL E BROUGHT TO FINISHED GRADE io r ' $ ; EXIST 0 SANITARY SE (M MAIN. (YIN O.02 26 13+14.1 30.5' RT WHEN TH ER LINE IS INS ALLED TO PREVENT FREEZING F PLACE PLOWABLE Fl (YPWSS SECTI N 02225).YN G rr o 3 FEE EACH SIDE EXISTING SS E AND FULL i THE MAIN WHEN FROST IS IN E GROUND i O nS z Y i�' .c WI UTILITY T- CH FROM TOP.. PIP T 25 13+69.e 30.5'RT c -,,, __._ - .I - - -- I_i n - T j�C YID-HEIGHT OF 6'W TER LINE. EXISTING 10' 0.1.YLSI. 24 14+17.2 30.3'AT G X g __<n SCIIEDIIE I 2s a+49.x So.s'AT o g $ g o J 8 22 14+73.2 30.5'RT o> n ^- t �F <' 41 14+76.7 52.3'LT e� �+ >rj PROPOSED FINI ED GRADE i>z u yL i`p'n >v�4Wi 21 15+06.3 30.5'AT <> - - 42 13r 16.7 52.3'LT x d « «R" E%1571NG GR D PROFILE x i 4780 4760 49. _ - - < n 7 n su l� 4 16 43 15+73.6 52.5'LT ' o 19 15+90.7 30.3'AT 0 1B 16+30.7 3o.5'IT as p 0 S6A n1RIT.EL6E k 16+35.3 32.3'LT o RCP 9X16� 17 16+70.7 30A'AT 0 MAW 1JY N 16+76.3 FA'LT +23.5 ea 0 SEPAILATpI Q N 17r25.4 52A'LT - 6.5'LAN. se 0 47 16+126 58.7'LT ��(T�•) 0 13 16+51.2 24.1'AT '~ N 16+72.1 38.T LT ee o 49 19+11.0 55.8�LT - O - s o 0 F,B'CLASS 51 0.1. . N L 4750 4750 MININUM m ]n; +N � 3/4'WATE SERVICE STAT ONING $EP ARATIDN � Z i j 2� G�2 24' t.5 zi I Jiys I 14 19+27.7 52- AT T T` �rrc� ; MINIMUM ^. o<z o<' G 5' 1N77.2 33,Y AT u ♦"„j>~ H <>s 12 20+27.6 S8.4'R7 NTHE CITY OF POZEMAN OT[. 9EPARATON u u z YI rc SHALL MAKE NE 7M A�ST 26+97.73 1.5' jc j «i ix x� 1xH AT THEC ORS 4 62 20+51.8 44.8'LT a S3 20+70J! N.B'LT 1 4740 o W _ 54 21+10.6 36.0'LT 4740 - tt;_ -s 1 o 10 21455.3 35. 5.V AT NOTE: K 21+SS.S 35.1'LT THE CONTRACTOR SHALL NOTI THE CITY n7 O W • 21+01.3 N'91 AT OTHETOON ROAD CLOSSCHEURE IS PLANREWS TO WATER DEPARTI ENT WHEN _ < o a 8 22+19.0 41.51,LT DUSTCI ROADANDON S CLOSURE IS PLANNED S0, J W rz I I a> c op f 7 - SERVICES TO 1fTHE PROPERTY.WATER AND SEWER_ .- F n o U 7 22+82.6 41.5'AT So NLT =� , n=Wo 15th Aven e Water Main 4 23+32.0 41.5'41.5' AT 3 23+32.0 41.5'AT 4 21+32.0 41.3'AT 3 24+e2'0 41.5'ITT 4730 1 26+05.8 41.3'AT 4730 -_ ___- - 'iw.: i o AS-BUILT DRAWING + + 1 + + 11+ + t ♦ 1 + + 1 + + t + + I + + - 2+ 2+ 1+ t+ + + + + + 4+ + 2+ + 6+ - +00 �hdn1AH_1A DESIGN BY: DATE: D A BY: OAT 1}+1-1�N T_�V+91I' RHC 04/28/2003 DAJ 04/30/2003 Rocky Mountain Engineers, P.L.L.C. ,, DRAWING SCALES: ] a T'i RENSION: DATE CNECKE BY ATE: PLAN VIEW: HORIZONTAL: 1" = 50' Q��OW L1lJOU U�CaJ��QD UVL�D�ll �7G� �M(��� RAY H.CENTER CITY L CITY LETTER ETTER 06/02/2003 CONTOUR INTERVAL: 1' �L��� 565J ES 07/29/2003 W O� Civil Engineering & Land Surveying %� AS-BUILT DRAWING 11/24/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' nn rrif + J F.H. Elev. Correction 04 05 2004 1700 West Koch Street, Suite 7, BoZem On, Montona 59715 (406)-586-4859 r,� FFR IF`7�?� DRAWING FILENAME: /2W0ter-As-Blt-882.dwg 04/05/2004 VERTICAL: 1" = 5' EXPOSED AND REMOVED THRUST BLOCK AND APPROX. 20 LF. OF EXISTING PIPE. STA. -0+10 1,STA. 0+67 - INSTALLED 4" BLOWOFF AND BLOWOFF SERVICE LINE. STA. STYROFOAM 40 BRAND INSULATION, 4'WIDE -0+09.96 - INSTALLED 8" GATE VALVE AND CENTERED OVER WATER MAIN.PROVIDED 6" 6}0 VALVE BOX W/THRUST BLOCK. OF BEDDING BETWEEN TOP OF PIPE AND �j� ♦ �c� STA. -0+07.96 - INSTALLED 8" 45' INSULATION. �C QC Q BENCH MARK F.H.ARROW CAP BOLT. HORIZONTAL BEND W M.J. RESTRAINT. VO 6 h0' BENCH NARK F.X.ARROW CAP BOL1. BENCH MARK F.H.ARROW CAP BOLT. V.=17 ITY OF OZEMAN DATUM STA. 1+39.48- INSTALLED O�. V M EV.=471 Y AN ATM C P INSTALLED8'%! MJ X MJ TEE, 25 L.C. OF 1• 1 + .3 - INSTALLED O.F HORIZONTAL BEND W/M.J. 45• QO�, yG STA. 6+62.51 - INSTALLED 8" STA.9f50.97 - INSTALLED 8' TEE. 70.5 LF. OF 6" 0 RESTRAINT. 1'CUSS 51 D.I. PIPE,AHD CAP O y t! GATE VALVE W Y.J. GATE VALVE W/Y.J. RESTRAINT C1 W/ I. FLUSHING TAP.TAP TO BE BENCH F.N. ARROW CAP BOLT. STA. 6+45.46- INSTALLED RESTRAINT AND VALVE BOX AND VALVE BO% D.I. PIPE. AND FIRE HYDRANT PLUGGED AFTER FLUSHING.(W/ W/AUX. VALVE ASSEMBLY V.47 2 CITY OF T 8 X4 MJ X MJ TEE, 25 LF.OF (W/M.J. RESTRAINT) STA. 13+19.58 - INSTALLED M.J. RESTRAINTS ON ALL JOINTS) 4"CLASS 57 D.I. PIPE. AND CAP STA. 6+67.51 - INSTALLED g"CU55 51 8 Xe TEE,W M.J. RESTRAINT STA. 3f80.67 - INSTALLED 8" W/ 1" FLUSHING TAP.TAP TO BE 8'%B"TEE, 10.5 L.F. OF 6' N STA. 9+55.97- INSTALLED rTA. E W M.J. PLUGGED AFTER FLUSHING.(W/ D.I. PIPE,AND FIRE HYDRANT _ + - TA D AND VALVE BOX 8 X6 TEE, 10.5 L.F.OF 6" A. 12+11.1.33 STA. 2+38.40- INSTALLED RCSTRAINTS ON ALL JOINTS) W/AUX.VALVE ASSEMBLY D.I.PIPE.AND FIRE HYDRANT 8'%6"TEE, 10.5 L.F. OF 6' 8"%8' NJ. FL TEE,W/M.J. GATE VALVE W/Y.J. D.I. PIPE. AND FIRE HYDRANT .67 - INSTALLED (W/M.J. RESTRAINT) W/AUX.VALVE ASSEMBLY RESTRAINT AND VALVE BOX W/AUX. VALVE ASSEMBLY RESTRAINT , 10.5 L.F.O6(W/MJRESTRAINT) AND FIRE HYDRANT (W/M.J. RESTRAINT) VALVE ASSEMBLY RESTRAINT) - _ _ _ _ _ - - UO - -M-001 �' -- -_----2+00-- - \_+ _ _.-- -- -- - -_- -.. .-,i--1�--V@l7U - -- --; - -- -- _ -- - ------ - ---- --- -- ---- - -- -- --- 3r00 III I + + 12+00 .g t I 50 .. BENS=47ARK F. ROW CAP BOLT. .. / frT' STA 4+27.88 -INSTALLED I h. / 1 I I � INSTALLED / B XI MJ %MJ TE. 25 LF.' '• = E I I �� I� B SOLID SLEEVE COUPLER. CLASS 51 D.I. PIPE,AND W/ 1' FLUSHING TAP. TAP PLUGGED AR ER FLUSHING. F-r777 N­_ / RESTRAINTS ON ALL JOINTS) I ,1 a i - _ =r� -f i � \ j I ----- 1 - ------------ / A�� -- - T T I VV ,r X, - o � I j I � �'�f� •� l 111.1.1_1_1_Ll.l.l_U I I j ------------- l T North 1 th Ave r� Scale: 1"= 50' 017 AS-BUILT DRAWING I i, NOTE: THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN THE WATER LINE 15 INSTALLED TO PREVENT FREEZING OF THE MAIN WHEN FROST IS IN THE GROUND wig a; m j T o�� „<�__ s 1411h Avenue Water Mai PROPOSED INISHED GRADE 4750 4-50 �wA-oi -- -- SjrT EXISTING GRO ND PROFILE �;� +rdxi - N obi 1. < :p�� iis 7� ���i .0 73 •� .:�vr^ < . 3ma 3i' �d,�z tom. o; z z; � iE i� n�J i o =r�i i - -�__ -- I I.n ;R vlmo��; m.31L IF' nmrc I c -m < F - -- --- _ -. Crm I W . - O - 10, u .� o 10, of 4i y: �w� +j +z3. i {31 "'>j¢ ^ S<z r o im mi 0x 1-ni - rnm 4740 6.5'MIN. D �"WATER SERYICES _ 1320 LF.8"CLASS 51 D.I.PIPE 12 10+27.5 25.0'RT 11 10+81.9 25.0'RT io 10 11+22.1 25.0'RT , O RCP J 9 11+62.5 25.0' RT 22'x3 7 F 8 12+43.9 25.0'RT < oiW z 888 1+41.0 25.0' RT 7 4+29.9 25.0' RT m noo \ 4730 - "7'/1TI ' - -----I �1 - --.9+Oz.8 2.i0'�T-�- •r7 m 4730 24"�AC 11 MINIMU SEPARATION m > W 3 N STA. -0+10 fa STA.0+87- INSTALLED 4+ � z 1K'WATER SERVICES n<� r�s �r 0.5'TO SANITARY SE-q STYROFOAM 40 BRAND INSULATION, 4'WIDE u n i 16 6+12.1 25.0'RT i < 1.0' TO STORM DRAIN F x \ CENTERED OVER WATER MAIN, PROVIDED 6" (DEG OE NATION) OF BEDDING BETWEEN TOP OF PIPE AND 2"WATER SERVICES 17 6+47.5 25.0' RT INSULATION. i 0+00 0+i50 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+00 12+50 13+00 13+50 AS-BUILT DRAWING < pI1TANga DESIGN BY DATE DRAWN Br DATE: DRAWING SCALES: W L; Lv@W WOO UAILSZ'J�LS( 1DD �MC3DD �J���OO W RHC 04/28/2003 pq� 04/30/2003 M RockyMountain Engineers, P.L.L.C. = C['ri4 RENSIONS DATE CHECKED BY DATE: PLAN VIEW HORIZONTAL: 1" = 50' ['� rn(�n �7� n rn M �W��u RAY5H.CENTS CITY LETTER CITY LETTER 06/02/2003 CONTOUR INTERVAL. 1' LI�{}(?� /a\M�Mn l LAJ L�"-.)TI Ln L�.�JQ�Lt\J Civil Engineering & Land Surveying =,� + c l AS-BUILT DRAWING 11/24/2003 PROFILE VIEW: HORIZONTAL 1" = 50' uU Uu Lpav�uva J LLB zerr,cn, Mr,ntana 59715 (406)-586-4859 y$EE 'STEe _ / / VERTICAL 1" _ 5 L I q A� DRAWING FILENAME' 2Water As-BIt-882.dw9 01/05 2004 -1--A Y- - - CLASS 51 o-- — — — — — — — — — —fyx— Gw - — — — — — — — — —W— — — — — — — — — — — — —W— — — — — — — — — — - —W— z AS-BUILT DRAWING West Oak Street I I - - $ — wM \ I l I I I Cb — jl ;—— j ,ei! — — —IV ------------ ------ I I � I ' INSTALLED 3 7 . - - _ 0, j RESTRAINT NO VALVE BOX _„ j STA. 1+27.49 - INSTALLED STA. 1.32.49 - INSTALLED -- ------� ` --- - - --- j 8 XB TEE,W M.J. 8 11 - BEND W 1 RESTRAINT Y.J. RESTRAI JNT jBLOW-OFF HYDRANT,SEE CITY 8' CLASS 51 _----__—__ _/ �• OF BOZEMN STD. DWG. No. IL I N I \ j i � j 02718-7 _ LTA. 2+75.52 -CONNECTEy 0 �---- ----- STA. CONNECTED TO STA. 4+81.56- CONNECTED TO =_- _ CROSS(SEE SHEET/W2) _ MJx Y z j J r ) M.J.RESTRAIN,W/VALVE BOX SEE- M,1. RESTRAINT,W/VALVE BOX(SEE I+00 Z+ �r STA. 6w02.90- CONNECTED TO j - 00$ 00 STA.2+60.52- ST SHEET W2) SHEIY-.W1) I STA. 0+04.78- INSTALLED \ 8� 22 - BEND W E E, W M.1. RE B-CAP.W 2'TAP AND CORP. - '0 - ($E SHEET WI) \- STOP FOR/BLOWOFF NYD. ---- - N.J.RESTRAINT 8' CLASS 51 \ I ----- IL N 1 1+00 30' STA. 5+83.90-INSTALLED ,40' 0 0 j ✓ GATE VALVE W N.J. a� E ANT AND VALVE BOX S j I z I 1 it41&1+70,52IN TALLED �.J.111('BEND W/ 7' 6+DO I ' RESTRAINT-�-_- , STA. 3+45.10 - INSTALLE 1 Sc Ole: 1 50' M. -_- . RESTRAINT AND VALVE 25 50 100 1 I L•. � j I;' f �------------ �— li C �', I �� STA.5T 1;7-IN `.D 8 SEND W1 M.J. RE RAINT, CD j r I A 6N2.90 -IN TALLED j ; .—.—.—_—.—.—.—.—.—.—.—_—.—"T"---.-----------------"—"-- 00.' i CAP.W/THRUST LOCK jI----- ---- - I I j --------- / AS-BUILT DRAWING ------------yll 3tin9 Sewer Main -------- i JUNIPER ST. v 3/4'WATER SERVICE STATIONING IO1 Nn, STATION LENGTH NOTE: NOTE: 6 1+09.5 22.8' LT THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE 7 4+49.5 23.1' LT WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF 39 4+60.6 52.3' RT THE MAIN WHEN FROST IS IN THE GROUND THE MAIN WHEN FROST IS IN THE GROUND 36 4+91.5 49.5 RT 37 5+15.5 46.2 RT 36 5+34.2 46.2' RT 35 5+89.1 49.0'RT North Lo p Water ain PR OSED FINISHED GRADE Juniper Street Water Mai o v o v EXISTING ROUND PROFI - n5G 4750 4750 — - - — i 4750 W 6.5'MIN. SO COVER(TYP.) 06 MIN 8 i ; �� ; SETP I AnON 613 u ' MINIMUM 1.y. L.F.B*CLASS 51 D.I PIPE . ti PROPOSED WISHED GRADE'' a uWsi SEPARATION 1 P H UN r 5' 47401 — __— -+. __.— - --_ - 4740 4740 -_- - - 4740 EXISTING GROUND PROFIL� SO uti $ N F i 31 W ? MINIMUM P� -p I I; I I'; I✓� ;o L+Li SS SEPARATION -iG zap4p v; vm $3i Z. ns o;z nH n>< I A - MINIMUM 1.5• INN 1�3 NIJ 'i �� R. Z. 993 O' SEPARATION i.lm W uZ <� "& $mZ ��z �� �mH �O 15, 4730 �W -�\ x K K m °o oc 1730 482 LF.8-CLASS 51 D I.PIPE +oHi +;oc qua i " ix �mrc : u O m tlil U a L,7 o vl " 'Om FUO AS-BUILT DRAWIN mimeo AS-BUILT DRAWING T L + 1+ 1+ 4+ 4+ a + -- + 4P 0+00 0 50 00 50 2+00 2+50 3+00 3+50 00 50 5 00 5+50 6 00 -0+50 0+00 0+5u I+OC _ 2+50 .+00 3+50 4 00 +50 5+00 91jII DES GN R DATE: DRAWN BY: DATE:OST DRAWING SCALES: �_ 51 1`ff OOLfl WOO LA UL5��L5/ 1DD DU�JUDD��/�aU�OO W Rocky Mountain Engineers, P.L.L.C. {Z i, REVISIONSHC /28/2003 CHECKED Br DA DA 04/30/2003PLAN VIEW:DATE HORIZONTAL: 1" = 50' (n� � 6 RAY H. CENTER CITY LETTER 06/02/20 CONTOUR INTERVAL t' aOO W�W dOO OO L� QLttJDD CJVWOL L5W �34QC�[ 4 W Lr Q��Ln] LAAJL �OLt`J 5653 ES CITY LETTER 07/29/20.3 03 Civil Engineering & Land Surveying % i AS-BUILT DRAWING /24/2003 PROFILE VIEW: HORIZONTAL: V = 50' m°b O� T 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859ffglF`p� /2water-As-BIt-882.dw a1 05 2ooa VERTICAL: 1" = 5' DRAWING FILENAME q / / 1 I I �I I I , I - - - .� p .� ::--_ \ -.--- -_ _X-:--3 Y i- -- ----- - - -- t °°c'° :F c \� rI i I -- - /� m r- �- ---- ----,I-+-. i `\-\ y - I - -- _ ---�-----�-- ---------- I I I 1 ,, I •. 1 -II Lo -- 30 .#�L1 O0-seNNEsi - - -- ---� TEE,W M.J.RES p•CLASS 51 I I I I I (SEE THIS SHHET) Ye71tf-IMN-Pft -- v j STA 3+71. I NSA o-- - - - - y •I I 1 / - - TA. 1+4 0 -CONNECTED 30 IIF Xe • I _- / / `___} -- X CR 53 E.SHEET W371 .. _ - OY reei L B --.---NCH PARK .H.•Afl OW -_-_- -._,`., /i•-_ _�f _I V._4753.7 CITY F BOZ M 1+1 .00 INSTALLED T + 1.44- IN T r - 7A. 3+62.60- INSTALLED• GA AL M.. 2o'i D.I. P LF, 0 6• ;. I X6 REDUCER, W M.J. RESTRAINT AND VALVE BOX !1 JJ ETA 1+92,53 - INST L ) O.I PIPE,AND F RE HYD�ANT - GA VE W Y I M I I E3TRAINT / ;! �- iI ------ Ji ETA. 0+a4,3B - INS ALIED /AUX.VALVE' SEMB Y /I / / .'I. *ESTRAINT AND YALVFTJ'BOX _ STA.0+00.00-CONNECTED TO !' /M.J.RESTR INT) 1 I I I - STA. 5+7 10 - INSTALLER / -- J p TEE,W M.J. RESTRAINT JI RESTRAINT AND VAL BOX I B�CLASS I STA-S 57.80 - INSTALLEDJ� 1 1 FIRE NYD ANT W AV%, VALVE - STA. 1+66.00- INSTA O RESTRAINT Y 1 "(SEE SHEET W4) I yE I 1 DUCTI ION I e Xe TE W M.J. 0 RESTRAINT) / �- �I -w f I --- - I I 1 -=- - A38EMBL (W/M.J.RES \`\ / '�fl SOl1D SLEEVE 1I in IIt i"f BENCH PARK .H_ARROW CA► OLT. / / \ / //_ �+ WC7 IRON PIP • I I, sr 2+06.L - IN T o 8 GATE VALVE W M.J. 1 I •d ,i•, RESTRAINT MlD VALVE BO% , 7 III i IIi I / - 0= Scale. 1'=50' Scale. 1"_ 50• AS-BUILT DRAWING 0 25 50 0 25 50 100 100 AS BUILT DRAWING 3/4-WATER SJESSIE WAY. ERVICE STATIONING NOTE: NOTE: THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE LOT Xa. STATION LENGTH THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF 27 0+6 25.5' RT WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE PAIN WHEN FROST 15 IN THE GROUND 2e 1+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 31 2+79.6 25.5: RT 4760 - 32 3+57.7 25.5' RT 33 4+04.7 25.5' RT 34 4+57.7 25.5' flT 35 5+04.7 25.5' RT Jessie �ay Water Main Roy Street Wa er Main 36 5+54.4 25.S' RT J 4760 - - -- - 4760 PROPOSED WISHED GRADE PROPOSE FINISHED GRADE EXISTING GROUND PROFILE -- EXISTING GROU D PROFILE S9 ' 6.5 MIN. as S__ COVER(TYP.)s ° C L.F.6• ` 4 - _. _ CLASS 51 4750 - �_- ° D.I.PpE i C �B.S'NIX. ° 563 F.6•CLASS T D.L►PE COVER(TYR) 0 MINIMUM 224 MIN UN P24'VC-,-- INIMUM SEPARATION PVC SEPARATION _ _ _ SEPARATION 4750 f. __ }3--. I -� - 4750 MINIMUM SEPARATION O 1 LF,e•CL 1.5' u i 51 D.I.PIPE w] w] rc O d M1iU F- F Z F 3 Z }y0 3i Or • Z O� 6740 • - - - -S Z-0 5�2-=}gp - i e I A - 4740 - • - �oi =<Ci 3t I u �'-3 °� ea3 la o Mt °us > ��3LL�1•=o .1 AD -_ ��.ja>F� _ _ o NDW G 4740 - 1 1 - A 4740 $Wu 1 01.1� o zuy`� -ooW pW '>' - - > off= ���;, +;= z ;N==m <W A -BUILT D AWING AS-BUILT DRA ING �xu W SI'ON-may my <= F rt✓i SR Ii1 �ioo i�. Hsu 1NN&I Z•i�e1".I�di ri� vl m �no< Nto 4730 -- - - 4730 -- _ V ♦ ♦ � Y + r ,l�f r IDll Y Y •f < V + � + V Y • � Y < ♦ � � + a a a a ♦ P a -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 + A'_'IIIt DESIGN BY. DATE: DRAWN Y: DATE: 30/2003 DRAWING SCALES: C�Qd4OW WOLCeJ�LSQD �MC3DOvO�J�OW y�, RHC 04/28/2003 DAJ 04/ Rocky Mountain Engineers, P.L.L.C. A�4i REVISIONS DATECHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' `. �T56H.C53 ES�R CITY LETTER 0CITY LETTER 7/29/2003/02/2003 CONTOUR INTERVAL: 1' Civil Engineering & Land Surveying % + AS-BUILT DRAWING 11/24/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' 4+6 I VERTICAL: 1" = 5' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4yPfR AND �?> DRAWING FILENAME: /2Water-As-Blt-882.dwg Ot/OS/2004 _ [ --.------------ -:� -- h ---- - �I ,r r - , STA. 0-3111.50 RESTRAINT AND VALVE/M BO% 8-CLASS 51 RESTRAI I13.83 VALVE LED I 8 CAT VAL W M.. ! L__ -- _ IL N E I I MT AND PDX _I \ f-- I North 1 th Ave 20 0,00 '.\ � - - - - --- I - It r _ 70 8'%6'TEE.W M.J. RESIRAI f -- (SEE SHEET W2) } STA.0+I8.00-I CONNOTED 70 STA.3 19.83 INSTA EI- B X6 T E,W .J.RESTRAINT �� i ��•' N (SEE SHEET W3)i M.J. RE$TRNNTI(SEE SHEET W7)' I 22 K N7 STA. STALLED 8'CCILASS 551 PIPE I -_ \ STA.2+41. 1 - INSTALLED AND VALVE BOX ---. FASSEMBLDY�W/M.J. AUX.VAL Fe� _ t - _.{'0 +3T- ----RESTRAINT), Cb g �'� � - L � /'� ----I BENCH MARK H.ARROW CAP BOLT. / \ STA. 2+30- INSTALLED 8-TO 6 REDUCER,W Y.J. RESTRAINT 1"- 50' SJ / TA. 1+t4.02 - INSTALLED , 45- BEND W M.J. ,. I 0 25 SO 00 RESTRAINT -. _�T_- '\,� t -T WI 4 G �- - SS- Ix� Wy -10_W- -10"-W- -1 - - - - - - O SCOIe: 1'- 50 0 25 50 100 Al WATER M11N - WAITON HOMESTEADO SUBOMSION NOTE: 3/4-WATER SERVICE STATIONING THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF NOTE: THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE 10T N STATION LENGTH THE MAIN WHEN FROST IS IN THE GROUND WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF 1 0+56.6 37.0'RT THE MAIN WHEN FROST IS IN THE GROUND 2 1+02:1 37.0'RT 3 1+06.1 37:0' RT 1 1+79.3 37.0' RT a'Sn - - T� T�4750 59 1+52.0 37026.5'LT 5 1+66.2 37.0' FIT 80 2+29.1 37.0 LT Ap rtment W ter ain 6 2+31.1 26.5' 61 2+33.1 26.5' LT -- - ° 7 2+35.1 37.0' RT -- i 62 2+81.2 26.5' LT EXISTIN GROUND PROn1 PROPOSED FINISHEED 6 2+90.1 37.0' FIT Ma Street TWt r ain 6.5,NIN. 4740 PROPOSED FINISHED GRAD 4740 - -- .} yR L- EXISTING GR NO PROFILE 1 G o 4760 o c 6.5'MIN. o, SS COVER(TYP.) MININUN SEPARATION ® •' _ _ 4730 - o F 330 L.F.d CLASS 1 D.I.PIPE 3 w� rc • • 3 = l F ♦ NT WATER L'A.N - WA_TON HOMESTEAD SUBDIVISION i= � 1- WATER SERVICE STATIONING w nS o O ?3 3 LOT,No. STATION LENGTH 4750 i a ` ( -1- o� 4750 0 z 113.5' Ly RT rn o t'i o � w 3- 01+27.5 22.0' FIT i= i z 3i +o i + :m r ai 1 2+16.2 57.0' LT i n Ian pI� I; Imo^ omW oxc oro �� c 3 1 2+27.1 22.0' RT 4720 �t -0+50 0+00 0+51'. 1+00 1+50 2+00 2+50 3+00 3+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 r- ONT91,,R DESIGN By RHC DATE. DRAWN DAJ DA04/30/2003 DRAWING SCALES: �6 L7V OO� Rocky Mountain Engineers, P•L.L.C. {�i REVISIONS DATE: CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" = 50• r 4 (� ffY"V"1 fMV1 �aUULU JJ LL55 RAY H. CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL. 1' - - 5653 ES CITY LETTER 07/29/2003 M (01 U�7 Civil Engineering & Land Surveying AS-BUILT DRAWING 11/24/2003 PROFILE NEW: HORIZONTAL: 1" = 50' 170C West Koch Street, Suite 7, Bozemon, Montana 59715 (406)-586-4859 `,yfER 1 0.`'p DRAWING FILENAME: /2Water-AS-81t-882.dwg 01/05/2004 VERTICAL: I" = 5' I Ia GO1p, 3 c P IC Q 14 MIr - I 6 0+ W BENCH MARK F.N. ARROW CAP BOLT. 3 W C\�CC Q\ STA. 11+96.53 - INSTALLEQ ELEV.=47 5.7 ITY i EMAN TU I Pam, 10%B TAPPING TEE,W N (iCh STA. 0+00.00 - INSTALLED 191 BENCH MARK F.H. ARROW CAP BOLT. VALVE AND VALVE BOX. B" AS' AND I1K' BEND,8" TO 8" V.=A7 9.36 CITY T Y 'C�O�U. 3 aTASOUD ASL EVE LUVKLLK REDUCER AND 19 L.F.OF 6" D.1. 0 - h PIPE.AND FIRE HYDRANT W/AUX. 8"XB" TEE, 12.5 L.F.OF 6" V0 Bh VALVE ASSEMBLY(W/M.J. lv D.I. PIPE,AND FIRE HYDRANT Pry•`1 _ STA. 10.99.05 - INSTALLED RESTRAINT) 0 W/AUX. VALVE ASSEMBLY BENC=`7ARK 1F.H.ITM ROW CAP DOLT. DATUM 8 22 BEND W C3�IZ MIJ (W/M.J. RESTRAINT) u II 3 Y' I STA. 3+440-INSTALLED I 7+719 IN TA 8"%8"TEE, 12. L.F. OF 6" _ \ - I I I RESTRAINT AND VALVE BOX W1,A A L AS NY014NT w/Aux.vAL RE IKYDR 1� �+ro I (W/N.J.REST HINT) I I STA. 7+92.19 -INST*LIEO 9+3.42 - INSTA D / r~ 22 ' NO 5T 2+5.90-yN5 AILEDUNT _ - CLASS St - - -- RESTRAINT AND VALVE BID. I M.J.RES - LE RON � 9.00 J - D { 3 I 36' _ A.11+55.90 CONNECT T \ I I %8 TEE.W ��~ I �.•:.' I TA. RESTRAINT(SEE�HEE7 WB) \'\ \ 18 0` I I I \ oc ti -- ITI 1J--. --_: --i T - =- - - - -- iI �- w t- IIscale ,•_ SD f I jI G I I I I� I I I I III 0 25 50 00 / I I I I I I I I I I I I MDEO DEVIATION REOUIRED FOR SEP7 ATION FROM MATHESON WAY WATER ARI -WALTON HOMESTEAD -- - -- m x EXISTING SANITARY SEWER MAIN. (AIN.0.5') NOTE: SUBDIVISION i u St+ o THE CITY OF BOZEMAN WATE DEPARTMNET 3 F E FLOWABLE FILL,(MPWSS$EC ION 0222 F L N. 3/4"WATER SERVICE STATIONING In m }FQET EACH SIDE of EXISTING 55 UN E AND FULL SMALL MA%E EHE TAP AT ST 11+96.SS n m • r�} Mal m (1 AT THE CONTRACTORS E%PEN E. Mathes n Wa Wat r M 1n :�< WID�H OF UTILITY T ENCH FROM TOP OF PIPE TO Dt.No 0TY350 265: LT io •K m MID HEIGHT OF 8" WATER LINE. - 4770 33 0+35.0 26.5' LT 15 V o f I - -l-� 32 0+84.9 26.5' LT Ono - - °';. 1+17.8 26.5' LT =<^io 30 t+67.6 28.5' LT m " $ ``o m n< 29 1+95.0 26.5' LT z D.I.W.5.1. z > 71N 1 28 2+59.7 26.5' LT 0 0 s z H < F 27 3+40.1 26.5' LT 26 m�•'c N o z SCHEDULE I r"m Jo`3\- iz rc %ice iJW - = => J n� 25 4+16.5 2fi.5' LT z I z -oyi ,<„���zi - +;i m <w 24 A+48.5 26.5' LT o - U j „1 J F >m PROPOSED FINISHED GRAD - i i .� u,m z 23 4+96.5 26.5' LT o<i �� z�n +� +�z W o 70 5+19.9 26.0' RT c<�� "'• < ~y i= EXISTING'GRWND PROFIL O F o s �>o .In F x •- 0 SS 69 5+57.5 26.0' RT H m S> _j 51. 1. c an o a 3 C"oIn ouo -- - _ } 4?60 +61.3 26.0' RT 57621 .6 4760 KT"EE 01 28.5' LT 9 67 6+ 260' RT MANS- L. TZ 20> - 66 6+41.8 26.0' RT m _ _ 6.5,MIN. _ CObER(TYP• -- ._ _ _ _ 19 6+72.2 26.5' LT o 0 1` ) fi5 6+78.0 26.0' RT 64 6+81.8 26.0'RT 0 '�S 63 7+19.2 26.0-RT 0 r= 0 c p < _] �' i u m I S 7+29.2 26.5' LT o F Ix 17 7+72-2 26.5' LT T y¢ 3 => CLASS 1 p3-P 0 QQ 15 8+29.2 26.3' LT 18� 1,197 L.F.Sr 7 a W r y m i 13 B+72.2 28.5'LT SS -_ __ - F p=� F' 14 9+39.5 26.5'LT S9 i`W N z i\ +o '= m W 4?50 13 9+D5.8 26.5' LT 9 9+89.5 26.0 RT MINIMUM MINIMUM G< s 13 ^N x> 10 10+14.7 26.0' RT SEPARATION $EPARS TIO w .>+ 3 Z m m m in i 11 10+18.7 26.0' RT H 12 10+65.7 26.0' RT 6 u m + "' n u CONTRACJTOR SHALL NOT FY THE CITY r OF BOZEMAN WATER DEPART ENT WHEN NOTE: 0 3; n m DUSTON ROAD CLOSURE IS P NED SO, THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE THE CITY C SCHEDULE CREWS TO WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF to ABANDON E%1 TINC WATER A D SEWER THE MAIN WHEN FROST IS IN THE GROUND 4111 SERVICES TO THE PROPERTY. ' ' a 0 2a50 a 1+00 + x+SU + 4+00 • 4+50 + 5+00 a 5+50 a + p �00 9+00 9+SD t0+0U 10+50 + 7+50 8+00 8+50 --- 11+00 11+50 6+00 6+50 - - - -' 2 0 O r q DESIGN R DATEDRAW++ DA04/30/2003 DRAWING SCALES: �b �400 W WOO LAAJ����(�D �MC3DOd�000O t1 J Rocky Mountain Engineers, P.L.L.C. = /, REVISIONS HC 04/28/2003 DAJ DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" = 50' RAY H.CENTER CITY LETTER O6/02/2003 CONTOUR INTERVAL: 1' LAAJQ�W��OLnJ W L:-.�ll W Lr.1��W <�.1L.C.��LNJ 5653 ES CITY LETTER 07/29/2003 �� 00 Civil Engineering & Land Surveying %y^� + As DRAWING 11/24/2003 PROFILE VIEW HORIZONTAL 1" = 50' c DSTLa VERTICAL: 1" = 5' pdQa pQ�mQ @�� 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 `` FfR AND LPe<??' DRAWING FILENAME: /2WOter-As-BIt-882.dwg 01/05/2004 4 - ile neeN of North o/ i II 1 6 on of North 15th 8 I Juniper On Sheet ST10 OF 10. j 11 �a . I t�- .� _ - Install a 6' 1de c oaa j r I I b j i j a a yIN..o 0 i529- i I II I II _ - - 14 00 'i j i I r - -- - - l r North 15th Avenue 12+00 13 00 11+0 I .00 f _ No Installed Val Nc calm.al Il I j ST10 OF See detail on sheet / I 11 / \\ I nataued c O.8, �` standard curb a ilp 2+ 3+00 4400 -'s« North 15th Avenue iDAY j1+00 — - 2+00 3+00 +o0 5+00 \ I + standard curb k c04401t Installed C.O. ... I ----1-�"•---I-jT ------ I I I ---- j ji _ __ i --- --------- 1 i -- -- — — — AS-BUILT DRAWING iScale: 1-=50' 25 50 100 X P 203% o; North 1 th Ave ue Eas Curb spaded tap ba m tarp - —, s o o , .00 VIC _ - __ 4750 4750-- HIGH POINT ELE 4735.60 u HIGH POINT ST -0+16.53 i-5 C3 a ♦ PIA STA-0+19,34 n a a 5 PVI S A- 5+12,59 Vl + PVI ELEV-4735.80 ;; o. v n PIA E V-4740.00 i4 Existing ground surface _ A.D-- 5.121 0 __ A.M. -0.387 - 32.66 VC 32 VC too. VC da n m _�� PM STA= 14746 13 + a c w n PM STA 1+49.60 ? Proposed lop tack of curb— + ELE = 4746.25 — 4740- + PVI ELEV 4736.02 • n ^ A.D. 0.224 4740 m _ _ .1 I __ PVI STA 0.424 0 ' m e PM ELEV 4743.60 r� m A.D. _ -0.124 _ - U Lu - - m orth 15th Ave ue Eas Curb Existing groun surfoce 4730- 1 _ 4730 -O+SO 0+00 0+50 1+00 1+50 2+00 2+50 3+00 }+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+DO 11+50 12+00 12+50 13+00 13+10 14+00 14+50 i 100.00'v Proposed top ack of curb _—_ orth 15th Avenue Wes Curb 2 3 -- 4750 4750 -- - _-- -_ _--__ - - - - -- - - - PM STA 7+ 3.85 - HIGH POINT ELEV 4735.23 LOW POINT ELE 4734.94 1 0.00 VC n lr PM ELEV-41 3.60 �- HIGH POINT STA- 0+22.93 LOW POINT ST =0+55,11 ^+ A.D._-0.1,5 m ^ 1.937< P'A STA- 0+1 0452 9.14 PM STA - - PM ELEV 4>35.41 PVI ELEV 4734.82 m + g T Y Existing ground surface v r A.D. 4.669 A.D- .020 _ + + _ + __ to - - - 1 -- _.-_- - 32.66'VC 32. 'VC I_- f— 100. 'VC—� _.- -_ - - .. PM S1 A-5+12.99 - Si i PM E V. 4740,00 - m A. -0.233 PVI STA t0+05.82 -i\ / + PM ELE 47-2, A.D. 0.099 .- o n n b n g g „ Proposed top tack of curb + PM STA- 1+50 + ,�i m --4-,'4J 4740- - c + o+ v - a PVI ELEV 4736.02 fd i —_ - - - - v, A.D._ -0J28 in _ 10000 VC to orth 15th Avei ue Wes Curb �1.75� 1 4 Existing yrwn surface --- - 3-BUILT RAWINQ In3o__ 1 1+DO 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+DO 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 a+00 14+50 �a'al�gltl DESIGN BY. DATE DRAWN BY ..It NT +, DAJ 04/11/2003 DAJ 04/11/2003 DRAWING SCALES: W(.".���OW WOE LAAILS���Lr.�DO �l"IQD�V�U�OW II1�f1 FRo c k y /A o u n t a i n Engineers, P.L.L.C. yes 9 REVISIDNS DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL. 1" = 50' RAY H.CENIER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' WOW�W LI��LIll QvV�WIJ� DUAIL�W�V�L1..U�LNJ LI �I 5853 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying AS-BUILT DRAWING 12/11/2003 PROFILE VIEW: HORIZONTAL: 1' = 50' rr'rr"' e r T e VERTICAL: 1" = 5' 70C West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 fFR AND V��`'`- DRAWING FILENAME: /2Streel-As-Bit-882 dwg 01/05/2004 Seal.: ,-=50' tandard V l "_�' `�'•�� / / 25 ISO 100 Inatall.d 6'*,id.cross Pan per c.o:e. s I I I I I j dro.in9 Ho 02529-1. - >�C t1 r _ Chic - ---- A or t�tiedd C.D.B. as - 44 +oo T4+ - + + + +oo - 19i i l i i i.. I I o•^ - - z0. n+oo I .00 0o �F I. 12+00 a o0 14+00 +00_ + _ it Installed traffic calms I I n tml.d c o.e al IMerasction. See I 1 dard curb', n _ / 40J0 Ode �QJ ! I Q •- natall.d b' Id.cross G detail on shoal$T1e I I I I I 9W1.r. nr + s I I+ 6' wide erosa pan per Of 10. u z+ n per c.o.e standard � O.B standard dro.lnq W 9 I I o. 02529 1,to be nelud.ddanTProNdf- 00 I li I j l i orih +15th Avenue I - I - 1 w. -_T_-. -- - _-.- _-_-_ \ i it l it i I y,OJ4 10 u8 cj . a -_---- --- -_---___-- �b a I r, __ _ I ------ 3------ I e3 by ITI I I J --t--- I II Constructed C.D.B.standard drlv.way approach, 16'wid.per standard B dra.ing No.02529-10 of the QT fol=rq stations along weal curb of 15th St. 19+91.8. 20+91.8. 22+01.3, pc^ AS-BUILT DRAWING 23+01.6. 24+01.6, 25+01.6. '�� •r0 26+01.6 - HIGH POINT LEV= 1768 20T T HIGH POINT A= 26+75 OB PVI STA 26+68.30 PIA ELEv- 4768.44 VC 100. VC A.D. -5.744 100.00' North 1 th Avenue Eas Curb 38 68'VC{ - ;4770 4770 y 'f865 33'A Proposed lop t ock of Curb 58T _ 100. VC H r PIA STA 22+99.53 + + PM ELEV 4760.70 w $ 2A.D.--0.358 STA-21+7 P ELEV=4758 76 > ro AD. .044 m > . = 1 r e �, PN STA 18+50 i 1. _ _ u PVI STA 25+98.96 03 I H > PM ELEV 4757,09 PM A D. 1 Y2P5.75 + + + + + m m A.D - -0.769 _____ a a '� n -- 4760-- - - --- - - - PM STA=24+98.96 N Y 4760 ' + tl N Proposed top k of wrb _14 PA ELEV 4763.09 N > u> -_ __- -^I E.isli g grwnd Sur/ +J A.D. 1.457 u > LOW POINT ELEV 4767.91 'VC 100. VC LOW POINT 5 - 27+05.68 PM STA 27+06.98 PIA ELEV 4767,72 A.D. 3-998 2831< __ __ � North 5th Av ue East Curb Existi 9 IB"Gay Pipe E.islinq ground surfaceJ - l750 - _ So nit y Sewer Main - -- - -_ __ _ __ __ a750 14+00 14+SO 15+00 15+50 16+00 16+50 17+00 17+50 16+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 2J+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 T- HIGH DINT ELEV.4 68.38 ---- HIGH q�=26 78.12 P STA-26+68i,39 P ELEV=4 North 15th Avenue West Curb A.D.. -437 4 .373 25.4T sa' 4770 4770 100.00 VC 10.00 VC 100. VC x 0. 1 0.5 >< a � 3 �n m r o m g PVI STA 23+00 + + PM ELEV 4760.70 + n Prop...d top back of curb + g 0 1 -- m A.D.. -O,t97 21+60.99 ry w - N p. in - / ,o e e sLu > n m N PM EL V 4758.76 iLu A. .-0.868 PN STA= 8+44.44 un 1 1 __ _ N 5 v. PM ELEV-4757.09 < n + ++ m g a A.D. - 0.765 1. N r n m - -- - PN STA=24+99.43 a �Olg-- m a 4760 4760 - - -- --- - - PW STA=25+99,43 y�Proposed top b ck of Curb 0. 1C �^ PVI ELEV 476309 r PMELEV 4765.78� E.isling ground surface + v A D.. 1.492 + A.D. 1167 W.a- \ co > 100.0 VC_ IOO'0'VC n _ --- - .i.tmq around a.,face North 15th Avenue West C rb -E.ian 9 18"Clay Pip S-BUILT DRAWINQ 4750 - Sanitary Sewer Main- - -_ - _. ____ _ _ __ _ _ - - - - L �- - - -4750 14+00 ,4+50 15+00 15+50 16+00 16+50 17+00 I7+50 I8+00 18+50 19+00 19+50 20+00 20+50 21+00 21+SO 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 TjTgh,r DESIGN Br. DATE 11/2003 DRAwN pAJ DA04/11/2003 DRAWING SCALES: ��e a4OO LAJ [n]OO LAAJ��lJ�/ 1DD �VL�DD V���OO W �yM�Lr� Rocky Mountain Engineers, P.L.L.C. �' i, REIAS40NSS11 AJ DATE/ CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" = 50' RAY5 H.653C ES�R l CCITY LETTER ITY LETTER 06%02/2003 CONTOUR INTERVAL: , aoa4a �g�a Qd�a�� Civil Engineering & Land Surveying AS-BUILT DRAWING 12/11/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' cdJ�CS OO L1OO 9 9 Y 9 =r, e 1 T.° p6LQG1 (s PL°30D C3(bQ1QQ4 700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 rrrq ffR `t�?�' DRAWING FILENAME /2Street-As-Blt-882.dwg 01/05/2004 VERTICAL: 1" = 5' I S f. —-—-— j -------_---- COST pcO pa,/S�7 — m I I I , ------ 1 f -- — -- — — — — — — — — — — — — - - - - - - - - —Ga. — —W— — — — — — — — — — — — — —W— — — — — — — — — — — — —W— ..-.. I I I I I — I r-- - - - - j s t j i West Oak Street n PC= 3+17. .- 250+00 _ 1+00 2+00 3+00 - 4+00 5+00 6+00 . 3+1 .38 In. 6' Id.Vruss I _ _ __ _ _ ________ ___ !� Pant C.O.P. s1,L nddrdWA.5197 dro/Inq No.025x9-1. 0 - II I I� i I '"� ,* ✓un; n+ � c -. _ I I II I j aTA. 0 0 - Corisfrucled 6' wld, installed traffic c Ime Op er e+ j • C 8. slandord t Int.—Olon. Se. ^P I d.toil o aI STIO _ 4 @ - '� Drawlnq No 025 -t I OF 10.n 2p r .____—.-- PT III L —----- - —- I I I _ �•� 1 e �----------- I j I I Z l 1— I I o --.—_—_—.—. Scale: 1»=50' 25 50 100 — AS-BUILT DRAWING Proposatl top Dock of cub � —_— - LOW POINT E V 4748.44 O ® Q' LOW POINT S A= 0+30 _ - - - l740 4750,. ___ .. _— _ - 4750 - _-`�'__ t A150 _. 293; 1' -2.071 $ m W of ^ sting — + rc T71 cu grota lur - - - 8+ + xleling ground surface + + + a g i' + + °' + -- - ----- --- 1-11 b - + - -- — — E—firg Gaud Surface 5a ; Existing Gr and Surface 17a0 W PH STA 0+70 -- 4740 -- - -�-- - - - 4740 60 W'VC 200a' PME EV w 4778.96 ^ " A. , -1.575 L Juniper Stre t Nort Curb Ju Jper St eet North Cur Z West k Stre t Sout Curb — �_ C­00 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 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+D0 3+50 4+00 4+50 5+DO _ �u 6.00 6+50 T� Proposed lop back of—1, � i t We S! O�/ LOW POINT ELEV- 4748.84 1.29Jx -1283 —�{ � l //00 LOW POINT ST w 0+28.36 4750 _ ___ _ 4750 4750 - 15 - - --- - °- -- o g `. _,. 2+0 0 3+0 0 4+0 0 e P � � v n 3 0 m Existn�grountl eaHoae o 6 m V] u a �L,__4-72 _98 -_ _ -__ -. _r___ __.-._. ___ __ g F II a m m T ............... a 0 n ui s u i R + + n n o n + ...�4(✓ > a n i ry ----- __----- _ _ m 4740 80 Y'L - ---_— .. 4740 — _ _ -- 4740 j. Juniper Street South Curb Junip r St,, t South Curb j ; ; 0+00 0+50 1+00 I+50 2+00 2+50 3+DO 3+50 4+0D 4+50 5+00 5+50 6+00 6+50 7+00 Scale: 1"=20' DETAIL 11.5' OFFSET AS-BUILT DRAWING BUS PULL—OUT 0 10 20 40 ONTt,I1 DESIGN BY DATE DRAWN eY: DATE- DRAWING SCALES: �YV DAJ 04/11/2003 DAJ 04/11/2003 CJG°pd40[�] G�OGa1C �4CL°QD �3�C3DD�I��300[�] ����4 RockyMountain Engineers, P.L.L.C. ' 9>�ri, REVISIONS DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' nn rn n n '. R.Al H. CESIER CITY LETTER 07/029/2003 CONTOUR INTERVAL: 1' CJl9JLNJ�L��W ��d oQa �4a��4 a�apaoe���a4� (� (� nn� Civil Engineering & Land Surveying AS-BUILT DRAWING 12/11/2003 PROFILE VIEW: HORIZONTAL 1" = 50' Off�� OI> 00 VERTICAL: 1" = 5' Pd 2�a Q PG30QmQ �(nQQ4 17()LI We t Koch StrePt, 7, Bozeman, Montana 59715 (406)—586-4859 4yFER ANO`��?>-' DRAWING FILENAME: /2Street-AS-B1t-882.dwg Ot/05/2004 - - - ----------J - --- -- - - I > ——— `� _- - I - ----------------- -- - - -- ice -l _---- F / j illi rLo wY _ Al /� w I I I i l i I +I C sroulteR.,d cndP y i'• '��' I I I i I i lb b �! I I I I I I I I I I I I • ''-� 1� I �,In.tothd C.O.B./ / I� I In.taI1.0 C.O.B. + + I I d,nd,rd curb/ i�li d _ yuMerard curb e I i III i f F` l quHar. at ll.d 6• W.cr,a In woss ICI X' + •-/ pan per .tandar aw drinq No. 02529-1. 1+ QQ 4 w Z}� STA. 0+18 Roy N�VX��t..,l�l.�d��ft,..f/ Hama .Ignf p.r C.O.B. d-� '- III 098I0-I. 9� In.nd.d - .fandartl ul�Xk 4, n sC : 1"- I II s 50' 9 weer. I I i Ijl i I j I I J---__�--•,�, o zs so ioo I I ----t-- AS-BUILT DRAWING 1111SE WAY AND ROY STREET HAVE BEEN _ CONSTRUCTED WEST OF NORTH 15TH - � - AVENUE WITH CURB,GUTTER,AND GRAVEL. BUT, HAVE NOT BEEN PAVED AT THIS TIME. PI I STA 0+17. 9 cPV ELEV- 4756.S3 A60 - — 4760 4760 A.D. - -1939 .160 - 4760 - --- - - 4760 LOW POIN - 4749.7 I HIGHPONT ELEV-/756.6 FLOW PqN STA- 0+08. 7 100.Do,vC j 1 N w PH Sr A-0+12.59 ? HIGH POINT STA- +87.941 PA E V- 4749,44 ^ N „ ProDo.ed lop ack o/cutD A.D. - 1.658 ''' n a A�9 0. OR -1 293% N 25.17'VC PN STA-1+65 '� Y 1 0.6 15 q t.8 Q Q IILE V 4751.12 g ,ri m m A D. -2.048 ^ Q : It a _ h o+ PN STA-2465 o VI y� N Y o PV1 E EV-4754.26 h u II n + v- II n m 5 i 1 A. .- -2.517 -��^Q< n X i0 n�, h., $ F 4]50 4750 4750- -._emu ~wa ^ 'npa'Q 4750 VU 5 4750 4750 m m gaz qd gig_ i as 03 'm a ` + 9,i,m ^ m 1 a u 45-56' w c' K Q' VC U E.i.targ S. Clay Pipe y�� W N� E.i.H g ywnd fwrm _�- 0000•vc sanitary sewer Main N X� Roy Street orth C rb g -0+50 O+DO 0+50 1+0o - 1+50 2+GO 2+48.60 2-50 3+00 3+50 w'no a Jessi Way asf Cur X - - I.� 1 4740 - __- - —_ -• - -O+SO 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50� STA- 1+54 59 PNS A 1+33-9/ �'l ELEV- 475-89 4760 47F0. - PVI^ Vi Ot916.92 a60 A.D,- -1.73 _ a760 14.16'VC 2.60'VC 100-00 VC �—100.Do'VC Propose top back or uA m i n PM STA- 2+6817 e m w+o v mo =o PM LEv 4754.24 0.799 0.7997L 0. % 826R�0.945 67gZ —� X I + PVI TA- 1+ 1 u' A - 7 , ,n S 6B e D - -2.50 _ N + PVl LEV 4751.12 u a o+ n,n w o 4Ji D-- 2.05aI- o+ d m m g a n c n I E.isting '^ n hY 2 ground g PVI ST - 1+62.17 m `Sw' ,(,• p iJ a surface a W i _PA ELEV- 4756.61 N W X a ' Y+ 4750 - 5 - T - - --- --- - Sj - J u 1750 4750 3,ng � 4750 aa0 A.D. - 2.1]8 .4750 - --- ---- 4I50 +' 3 N +o IT w - m m .istinq ground urfo<e n E.i.t.g 18e"cloy lay Pip �'^n > �N So it S w M 110C I y _Roy Street South__ urb �08 -0+50 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 '^oo �- Jesse Way West Curb a 4 740 1. 4740 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 6+50 5+00 5+50 6+00 AS-BUILT DRAWING ON'j'd."11,� DESIGN BY- DATE DRAWN BY: DATE: �Qa4OW WOO LAAJL�C�J�LSL.:,�DD ��JI��DD�l./��OOW 9'h DAJ 04/11/2003 pqJ 04/11/2003 DRAWING SCALES: Rocky Mountain Engineers, P.L.L.C. � 1T1 REVISIONS DATE CHECKED By DATE PLAN VIEW: HORIZONTAL: 1" = 50' -- -- RAY H.CENTER �' CITY LETTER 0 / /2003 CONTOUR INTERVAL: 1' ,"n���al� NV7/1 M l� I�OM (Q Sir I�I�f'��? �I-V�I�I�O1l/71�(-yTf�l-ylS�(� UUUULS Ll 5653 ES CITY LETTER 07/2929/2003 v L5 1�V!L>".�1J �°3 LfL1 0 LfU!J L.fL1L5L5 IJ LAA1LrLn]0 V L5lAd1L5LfYJ IJ aU {� Civil Engineering & Land Surveying y^ ' S AS-BUILT DRAWING 12/11/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859 = pdQa pQ�(� �( QQ ' ( R s P�.� DRAWING FILENAME: /2Street-As-Blt-882.dwg 01/05/2004 5'VERTICAL: " ,yuAND`�,.- I — j _.FI, J — I Jh, : • �,�- ;\ Ll i� i -J------ ——1 —'L`- L——-----L —-— -L——`1------- -------J_— i' '\ \ •\ � I i I yam. - - ---- ----------------------- — --- ---- �-----_---------- Q r. TO I _- i i a orth 154h Avenue I i' _ / C...i­t.d 6' wId.oro..Po P.r C.O.p. I 51 ndard Drawlnp No. 02529-1 -- - -_- Stale: 1"=50' di i 0 25 so 00 Ii Fli5 AS DRAWING 4770 - - - _ - 4770 4770 - --- _ 1 Alle East urb �— — Mae Sheet No th Cur visting ground t t 595x47 60 . rLZ--14760 4760 + nn W II na c 22.75' n VC J1750 4750+ �,.` 50 0+U0 6.5D 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 I 4770 T - -T 7 ? 4 _ {770 7Allely West Curb 7 Mae S reet So ith Cur E.Ising 'IO , DfO 1 7%� ground - - - - -- 14MO 4760 n o - _ IIIIII -__-.__ _ ._�_4760 O Q II ♦�N m 11II �O+ II IINN _o as Wm as Y ;o QII zz 60' vc 4750 +00 i__ 3+00 3+50 4+00 4+50 5+00 5+50 6+00 4750 - - - - 4750 -0+50 0+00 0+50 1+00 1+50 2+00 2.50 3+00 3+50 AS-BUILT DRAWING �I \NT DESIGN D DATE' DRAWN BY: DATE: DRAWING SCALES: M�Lad40UV 111100 LMJL7��L�(r,]DD �VLJDD V���OO L1V DAJ 04/11/2003 DAJ 04/11/2003 I� Rocky Mountain Engineers, P.L.L.C. = ' ',, REVISIONS: DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL. 1" = 50' �('�j;� RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' QL�LS�U � 11� LZJ 5653 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying AS-BUILT DRAWING 12/11/2003 PROFILE VIEW HORIZONTAL 1" = 50' Qa pQ�C �' i c,TEa° VERTICAL: 1" = 5' ")0 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 �y FfR�`t�� DRAWING FILENAME: /2Strnel-As-BIt-882-dwg 01/05/2004 - la " ` ------ STA i _�f-,'=- I I T � I:- I E Installed I j L--- --_-- Afi STA. 14.55 E Insl- NO PARKIN I I -'J ♦�! . PEDE$T AN CROSSING al9^1»r ANYTIM� nth Le/t Arrow al IS'� j I �r � r I I/ C O.B R�a.'no In 09810-1. i 9^ C STA. 3Nam JNPR N op sip I I I - - - ter.\/.. ,- Q'w 9 angle ocino Iow..d on cpminp tra(li + _J ak••1 Nam sill r:_and SLOP fi{In 1, ICY- per g b 3TA. 12 4a.O P +17.38 ME N C.O.B.dra i 09810-1. O -- --- ---_- � C�08.drawln 0981 1. 1 h STA. 9+70 E - Ina1a11•Q H0 - - Install d NO PARK C ANYTIME with � � Per 9 PARKING ANYTIME wtlh Right Arrow I 1 I Fit hi Air r sign t�15'angle/acing l; - aIon of 45'angle lacing coward o a forord coming f,}affiq and a R-17 Spli ` �v frollrc p^ _ I n aom�^ per CIO.B drawing I' lap[sllmcs mmp per C.0 B. d in post } 0 11 I \ 09810 1. I a 09810-1. /I wi C woe sHitE -11+00 ' I I STA. 6+75 E - Installed PEDESTRIAN j + + 1 +00 + CROSSING sign with advisory AHEAD 15+0000 + \ I I algn per C 0.B drawing 09810-1. STA 0+10.35 E - Insfolled STA 5+30 E - Installed NO PARKING Streit Name signs and Slop al9^ \ 'STA. 5+04JIS E Installed I ANYTIME with Left Arrov'sIon al 45' per C.O.B, drawlnp 09810-1. S 2+20 E - Installed LEFT TURN PEDESTRIAN CROSSING Glyn p• angle lacing toward on coming 9` I i - STA. 10+5 W- Installed NO PARKING \TA Ironic, and o R-17 on so 1 1 fac ty toward coming fra/tic ON`yY, RIGHT TURN ONLY sign and C.O.B. atrowing 09810-1. per CO.B drowing 09B10m1,pee ��' j ANYTIME with Right Arrow gee at OS' NO PARKING ANYTIME with Lefl angle 4g on c m g III Arro sign of 45'angle facing Ov per C.O.B,drawing 09810-1. 4 I awa"b n coming fra„I<per a I j, I C.O.B.>1-ing 09510-1. STA. 4+6 - Insfolled NO I $TA.9 61`79 W - Installed PARKING TIME wHh No Arror 1 _ - FEDES IA CROSSING fgn per STA, 12+17.50 W= 3+t7.38 JNPR N 1 a/ I /oeln toward o I 09810-1. + \ •9n 9• 9 "A^0 Installed NO PARKING ANYTIME with Left JI I I r coming 1 a qC^per C O.B drowing^ j + "- rT r I *now algn a1 45' angle facing toward 1 µ u 09810-1 I on coming traffic per C.O.B. drawing '.0 II 09810 1 - - ...IT 9+25 W Installed NO PARKING �jre ^t j s 4 I�NYi1ME w8h Left Arrow sig t 45' STA. 12+58.20 W= 2+73.55 JNPRN I I I r1 .lnsfaB•d PEDESTRIAN CROSSING --- • ngle facing toward o coming traffic, sqn :1 + 4+00 I ' 1��� - 12.0 � 1 :1 did a R 17 on enpost Rer C.O.B. pRr C.O.B.drarinq 09810-1. I NtlJD7e Way 10.5' Or Vent!' ' >* d awing 09810-1sa 1 -- I✓ I/ r 125' o 101 R /2.5' ' 10,:1 'p.1 10 0 � L---- --- STA. 5+25 W- Installed NO \ I o PARKING ANYTIME w8h RI hf Arrow STA. 8+50 W- Installed + - - cIon at 45' angle fa<I y ngloword on \ PEDESTRIAN CROSSING sign with I' STA. 2+10 W Installed NO !•1 - n 098109I traffic Per C 0.8 drawing - odHal ry AHEAHEAD Sign per C.O.B. - I PARKING ANYTIME with Right Arrow ` draw nq -1 n•og traffic o d d9 t7 on on .•l vf`- sign at'S' r n per :......: r -!- ---1---_-.�+: --I- F-------sI angle facing toward STA. 1+ 5 W Insfolled NO r. coming traffic PARKING ANYTIME with Left A ,-_---- } j t I • crow STA. 4+85 W Installed I I -�--� ----- ----- --- I II 09810 1 f1 9^ angle faitnp toward an PEDESTRIAN CROSSING fl9 P l ....J- ------------ Ill - ��..ii ii ------- \ coming traflk Per C O.B.drawing C 0 B. drawing 09810-1. - ---- -- - I -- II ---------------------------------------- II h I LA aI� Pti 0° �0 o . as pyQ scale: 1"=50' o° o° 0 0 .N V , 0�Oq 0 25 50 100 Lv j� �`OG ,h`ha AS-BUILT DRAWING Q-"Z - / -� •, r �� - ��-� \ Doti vA -7"1 - - j n' ' I I I I I /('Q STA. 13.49.80 E = 3+58.58 JNP I I I I STA. 1+5221 ROY N - Irlefalled Installed PEDESTRIAN CROSSING _ Per C.O.B. drawiN 09810-1.- } I It Nam, �Igns and St+p sign (/1 `. _ \�,_ \.0 r. + } I} I n p C.ti,IB dr wing09810 1 - Poe/ STA. 13+91.05 E = 3' 4.25 JNPR ) STA.p+26.8 Moe N/ Ilea I I I I I STA. 17+85 EI Installed INO PARKING! / / /\ alnel Ndm•/algna deed Slay sign I 1 - -� p}h / Installed NO PARKING YTIME with eft I Q STA. 18+♦ 87 E -Equ I 1+41.42 V S _ \� G.G.$.pia 09810-1, _ ( ANYTIME 11in j+I hf ARow ppI�� of 4Y 1' 11�� Rp J 9, I, _ e¢ -I I I I / Anow sign at 45' o la<Ing to41facing for cOmino tronp II I - Inetalle PEDESTRIAN vQR05SING sip• par / �r ^ I -- _ _ h P I angles arAno I / - _ / JI,1 ominp traffic .O.B.drawl p and R098 anpo per C 0.9.' C.O.B.dr%Ing 09810- 7 ST 1 0 y Ot 17�' r 09810-1 I I drarin 0981 �Is I ai VYT.1ME+withEL ff AnolweO lyq Pt a51NG _--�---- -__f' NpA PARKING ANYTIME withRight Arrow �I _ ogle falling Nord on coglingtraffic - - -t -1_- -3= - __ 1 } ti_-� = f _} I 1 _-.{ ` algn a1 45'angle facing toward on 12r00 - _�-f1+b0 1 ♦ - - 16+00 + - 00 - w C O B.dr Ing 09810-1. V co n sam t _ 9 Al. ) _ ______ tralflc, and a R-f7 0 Sir '� ----- 4� / / / A 2YHS3 F/-E9 ��R T - --- ------- post p r C.O O.S. draw ng 09810-1, Installed t{0 PARKIN ANYTIME w h/ Right I G1 10.5' _ / /Arrow sign of 45'o gl feeing toawprd on \} Q coming fra i and a -17 o a post ! STA. 0+00 ua• S -Egwlt- l T- _4- + -� / / per C.O.B/Crowing 09 10-t. n - I f 24+32.80 E al /_-- Insfolled PEDESTRIAN �a STA 1 + W Installed0A� CROSSINNG algn per C.O. c\IS STA. 13+63.9 W 3+1 .25 J R S - - di 09810-1. G AJ 6 ANY IME wdh Le 1 Arrow at 45' ""row" NO ARKING ANYTIME w h Rlgh I I n f,g ` - - tQ' Arrow I ,yp 65' n le a In wwd ( fa I tor9, d traffic \ / B Lj T i/ a qn.T ° �1 0 on �a �^ I p•rg lC 0 8 ndro r 0 co ^q - Z e o 9 9610-1 / b STq. 4+63 E lnslatled NO PARKING / coming Iro/lk,and R�17 me post b 'V O >e Ile b �_ -=_{ ANYTI E with,Un Anow elm.of r, �! .I per C.O.B.allowing 098I¢ I. n Ise I � I ISTA. 17+83.140 w Equ�f- 1+29.55J ROY N - Is�fa I tow d on< ! - InsfalMtl pEDESTRIAN ROBBING ali w II ang p mmp 1ratllc f' flf ( STA. 2+39.9[,T JNPR$ Inslpllea I ^ Der per .O.B. drawlno 09810 1 _ street N.-I slgna and stop l,on I I I !COY drowlhq 09DI0 II IV ! ' per C.O.B. grawmq 09810-1fi a / -S3*3b I '4+ l STA. 18+68 Jf'I Cqurlt- 1+ 31 ROY S 46♦ 5 6 A7 9 W - In •d In,/alled 0 P ING ANY ME with AK j _\ or 1 th Avenue et" t NtN q stRR m^ P. C�0.9� r w 9 41a-1. towalr A on c,m1n 4S' ppII n.1,Rfeeling j �_ ` 'AI a } I toward o <oming C-O.B. Treed R 17 � an some boat per G D.B/draan, f./ SSle WOjr STA.. I+1 .Bc/Ror s - Inatollid I I Street Name ojite d Stop.'on - - q - II est __- _-- -- ___--- per C.O B.Crowing 098+Q,1 \ j j' j + $TA. 23+70.67 �l - installed Pk DESTRIAN. - OJT', o� c f= -- � Q p _ ,,,O llG sign sr C.0.8. dro lwing 09810-1. $TA, 24+25 W I sl Mle Cpe� P1 1 5` g r 6{A. 2b+36 W-I Installed NO PINKING {O PARKING AHYTIWE Ith R ht Arrow s0 m �. I�YtIME wI1P Le,�Arrow elfin o1145' J gee at 45'oeigls facing toward j l / a F }91C lo<Ing low rat en<om nq�ral/lc Qomrny traffic P. C.O.R.d owing I q I p r C. B drawln�09810 1 Q9810 1. s. E -1 __ --J-----� -- - ------- - - - I {, I j -I-} H------�- --� -- _ - - t I l I j _-- I I STA. 26+37 W Installed ------ _ NO PARKING ANYTIME with tLeftoward Arrow^ -_--- � I I I �� I - sign of 45' angle lacing toward on� ---`--` - - ming lrallic, chat a R-16a an a of ` I l Scale: 1"=50' pass Per C.O.B. drawing 09810-1, AS-BUILT DRAWING o zs so too �I �S A� �Or]rrd n;1,ry1 DESIGN BY DATE: DRAWN BY: DATE: �Qa4OO p LJ LIDO LRA1L7�U�QDD �`ILJ DD O V���OO LJV 9'0 DAJ 04/11/2003 pqJ 04/11/2003 DRAWING SCALES: Rocky /VI o u n t a i n Engineers, P.L.L.C. {l4ir REVISIONS DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" = 50' RAY H.CErvTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: ,' Qd�a�� pQ�a4Da� ( Lfl1L5L5 p� 161 ES CITY LETTER 07/29/2003 0 6 e a Civil Engineering QL Land Surveying y Irin *c,T of y' AS-BUILT DRAWING 12/11/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' aUw @� ite 7, Bozeman, Montana 59715 (406)-586-4859 `f�t AND`VP DRAWING FILENAME: /2Stree1t-As-Blt-882.dwg 01/05/2004 VERTICAL: 1" = 5' P-'M !��Doxg4 IJ Scale: 1"=20' 0 10 20 40 I I I I I 12t17.50 1 h ♦7 # ` 1 +4 154 15th p0. 3 17 8PT JunlPer _ b 4 9.32 qk +fl 66 �3, f,1PJ R4p.U5 y. 4]50. - K TYPICAL CROSS—SECTION NORTH 15th AVENUE PC=3+4.0 3+A 5=P v;j ,\ 3'ASPHALT PAVEMENT J—, a I r I 91.05 15th= +1 25 PC Junl er i 75 J20 6',1"-MINUS CRUSHED GRAVEL 5'WIDE SIDEWALK 9'.6"-MINUS SELECT SUB-BASE GRAVEL CITY STD-CURB&GUTTER SEE STD. DwG.No 02528— I I I I I I TYPICAL CROSS-SECTION WEST JUNIPER STREET INTERSECTION DETAIL Juniper Street & North 15th Avenue Scale: I" = 20' 1• �5'��5. 18.5 18.5 NOTE: ALL CURB RADII ARE MEASURED AT FLOWLINE Y ASPHALT PAVEMENT 3% 29. AS-BUILT DRAWING 6%1'-MINUS CRUSHED GRAVEL WIDE SIDEWALK 11--- pTY STD.CURB h CUTTER 9',6'-MINUS SELECT SUB-BASE GRAVEL SEE STD DWG.No.02526-1 TYPICAL CROSS—SECTION PRIVATE INTERIOR STREETS 11'PUBLIC ACCESS EASEMENT FROM BACK OF CURB TO I FOOT BACK OF SIDEWALK W ". I-y 5e��5 15' 15 �5.5��5'► rV }"AS ALT PAVEMENT 3% J-! 5'WIDE SIDEWALK ON ONE 6",1'-MINUS CRUSHED GRAVEL I CITY STD CURB k CUTTER • " OR BOTH SIDES OF PRIVATE �'1-F�- SEE STD.DWG.No.02528-t STREETS WHERE SHOWN ON 9,6'-MINUS SELECT SUB-BASE GRAVEL PLAN SHEET. AS-BUILT DRAWING A»1�„�1 DESIGN BY. DATE' DRAWN BY: DATE. �y7/�n MM ��T V '' DAJ 04/11/2003 DAJ 04/11/2003 DRAWING SCALES, WL!.IVOW WOUAJ�CaJLQD UlJQ�O Rocky Mountain Engineers, P.L.L.C. �� 9�h, REVISIONS DATE CHECKED BY DATE FLAN VIEW: HORIZONTAL: 1" = 50' �u ug[�'T NTE CITY LETTER 06/02/2003 CONTOUR INTERVAL. 1' 3 5653 ES CITY LETTER 07/29/2003 @V129[�4 DL4LQ�� RAY H.CE R Civil Engineering & Land Surveying % + c AS-BUILT DRAW NG 12/11/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' PIQa n p�Wa� � gff% W �O 170C West Koch Street, Suite 7, Bozeman, Montono 59715 (406)-586-4859 /I`41 FF cls.ca EY�'- DRAWING FILENAME: /2Street-As-Blt-882.dwg 01/05/2004 VERTICAL: t" = 5' (3 I«R AND j'� ��IJ P' fI I _— I 1 ��`�I (� I I l� I �k _ I� ,I+n. 0 � _ I I —z I =zi.fis� t- 3 LI- j L JI e i nl� North 15th Avenue _ � I ; ------------- — " � I Do 6 j _ 47o - ii iiuln ili• , � \ o` �,. II 43s 4.0 »��� iT ,. � _ T • I` IL i ^ Ili J I n� 1 North 15th Avenue M M _ 17 o 0 plaMll :: _R3.. ..... ........ . HE 34.! 35.3 Sta.15+20.)�4letkq Sta.ll al 2.86-MH SD-hole 1e•emlta + Open ChannN Meto11W 72•D. Monhde Invert �'� ^ + + Rim Elev. -4748-69 _ y Sto.7+Do-Begin 36' Inv.In(S)-4142.50 c c . I Sta.6+50 to 7+00-Inetal ed a 12'thick RCP Storm Drain Pipe St.. 10+10.37-MH SD-1 Inv.In(E)-474 42. O I N Inv. Elay.-4737.76 Inv.Out 4742.30 f= layer of Riprap Dhow outlet of 3w RCP 78-le0 60•t B Manhole w/IFCO N mooned nor.a end B Storm Orain. Riprap.hall be o well graded 788-1 Ring @Beehive Grote 0 Ioyv with 60E of the pieces being 8'eta.or section w/eeGle rock per Rim Ele, - 4744.50 NOTE: 3 W P wr C.O.B.Std.Deg-02721-5 DESIGN ELEVATION' EUE.A JUNI PER 1 thickneae lot 2"min'usea .h d growl.6Tt'. Inv.Out(N)-474022 STRTHIS rushed growl shall be..paroled from the TIME. MANHOLE RIM IS NOT PAVED AT ELEVATIONS Sta.0+00-Flowllne sub grade by a layer of Amoco 4552. WILL CHANGE WHEN ADJUSTEDTO �I10 Storm Dralno9e Channel, non-woven 9eoteztile fabric THE FINISHED STREET GRADE. .�y Inv.El---4730AO Ex �Z 0-61 -nowline Storm Drainage Channel at e.I$tI 3O"Culwn, AS DRAWING Scale: I"= 50 Inv.Elev -4730.00 0 25 50 100 o I A* ~Y Y 4760 476 sn z n H Np O m� 2 Y a axis ing ground ova MAN STORM "£ �-` - 4750 47 --- -- -- �Na$� D RAINAGE dI$�eo CHANNEL SEE TYPICAL CROSS_SECTION ON - -- -- SHEET SD8 OF 8 Rfn Clar In RCP + I J 12 Li,36 0- 9 EE 1 $Eol d6• � dh� 0.9173 0-RM9 16 RCP existing round _ 232 �• .710- 474 - ----- W 1.023% 0.801E 310 LF,38• 61G C10ee 111 R 0 NfBNU SEPARATION OPen Desch - MAIN STORM 1.023x RAIN GE PIPE AS-BUILT DRAWIN L .00 0+50 +00 +f50 2+00 2+50 3+00 +: 4+OD 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 DESIGN BY 1 DAJ DATE /09/2003 AwN pAJ DAO/09/2003 DRAWING SCALES: 7Lad4OO W W�LIuU�CaJ��IaD �MDDD JO�JaOO W M Rocky Mountain Engineers, P.L.L.C. =* {T"I REVISIONS DA CHECKED Y DATE PLAN VIEW: HORIZONTAL 1' = 50 �L J��� _ - RAY H CENTER CITY LETTER D6/02/2003 CONTOUR INTERVAL: 1' e p D e 5653 ES CITY LETTER 07/29/2003 wl%u V] Do4C�G�1 �340G3Ga] DG3Q0 [� ('� (� Civil Engineering & Land Surveying � J AS-BUILT DRAWINGS 12/09/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' F�y(1 /�r�r7 (y f�r'') 1�T7I� � IJ C v 'rr'rrZ'�.f a1Si E4Ea y' IYLS(:-.1UJ l•3 1YW01Y12SL_7 L�JVlA.3L�U 1700 West KOCh Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4FFR AND`PeQ`d DRAWING FILENAME: 2SDrain-As-Blt-882 dwg 01/05/2004 VERTICAL = 5 I� a„ T or / op- mow_-_J' _ - -------- -- ------ --- ----------•---_- - - - ----------- ---- i .T. — 11... ,\\• nul, •� —_- J _——' :�#s 3 to e:€�` € € ::::::::::::• r � .....1IXN. I _-- I I -- I I - - 77 Atka • \_ ` III I _11� 1 Tr' v a led 7j Ora.NaMde Pwf St. 29.vedexisting15bared end I I I m bb \ ,\ / % 'r--.—..__— SHmNbV St. 29i6915- NH SD-B. '1 II / 28+1t 52 MH 50-7 �- —� FounU o�on '�� ��� I I I, '�r% l � _ �' j _ I -.._- _ In S•4765.1E L— —� sect on.installed 60'd'a. manhole Q Min._T I Elev. I / ( )-4760 76 o can ec nq 36 'CP d -y n t eWle u' _ ... e •, , _\.' c .Out(N)- 1760.56 culvert ton 36•RCP form of " op 55.0 _ �I _ fi- - I drain �. / / / a —_�J—. — — I am^lev(5)�44762.39 Inv Out(N)-4762.19 h IF - 7T -- \_ North 15th venue — I I I I , _ � 1 - I , I - ---.— —'— -- — — — — - — M ound E Wet e N ova"lull— or 'N e Top f ' 1+oa +oo Sta. 24+50.31- NH 50-6 �L — installed 72•Dia.Manhole 763.40 1- Rrivim nit(S)�Lloo4757.o3 6 Sta. 16+25.00-MH SD-3 Inv.Du (N)(N). 4756.83 Scale: 1'- 50' In lolled 60•Dio.Manhole InstStoalled led 60.L2-MH SD-4 Rlm Elev. .4752.52 Inetolled 60•Di. Manhole m�.In (s)-a4e.,3 Rim Elev. - 4759.50 AS-BUILT DRAWING o zs So 00 ` Inv.Out(N)-4745.93 Inv.In (S).a753.02 = Inv.Out(N).4752.82 Old l I mo Ono 3 I + existing ground - — _ - -- - ' North 1 lh Avenue Existing S d + , LB LF.36 T61G •'$e c a 178 Li,38•T#0 Close lu RCP c Close lit RCP D 1760 4760 t t 510. 15 20.78 a a e 361 LF,36• Ring Close III Cis j a v existing 18• sonitary sewer s�` 'T.00z R n R iee nnm Invert ex 49.02 w µIARATION a NS £• 0 SEP ATION 1,5• m i 1e II Nv � 1.00x W 15' i� �♦ +a�F 'vg OP }iII - - - €2 arc= 4750 4750 N1 OP X ` `e -RYr9 Cssla E' A35 tF.�•1 % +o "E>> MAN ST IN CWEST,A CONC ETE FIELD j DOLLAR AROUNB JOINT, 18" DRAI AGE IPE VITRIFIED CLAY PIPE.TO WEST,AND 16•DUCTILE 4710 - IRON PIPE TO AST WITH _ ZERO E Ai 36 T(a>s: AS-BUILT DRAWING 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20.50 21+00 21+50 22I00 22+50 23+00 23+50 24I +50 29+00 29+ 00 :n�`' 25+DO 25+50 26+Do 21+5u 27, 27+50 28+00 2850 30I 00 30+50 TyT'At"N'Ihlrrr, DESIGN BY DATE DRAWN pAJ DAO/09/2003 DRAWING SCALES: e 0 0 e D D 0 Rocky Mountain Engineers, P.L.L.C. � - C�Qd40a G�OGA]C�4C QD C�JC3D��I���OG] �a��4 y REVISIONS'. DATE. CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50• %Al RAY H.CENfER CITY LETTER O6/02/2003 CONTOUR INTERVAL- 1' �Q�p Da4�j� o �4O�LJ DDWL:QaL1�J �S 5653 ES CITY LETTER 07/29/2003 @919� O� o Civil Engineering & Land Surveying F AS-BUILT DRAWINGS 12/09/2003 PROFILE VIEW: HORIZONTAL: 1" = 50 � 1sT - VERTICAL: 1" = 5' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 rr4l ffR IST DRAWING FILENAME 25Drain-As-Bit-882.dwg 01/05/2004 y�N OK�? oSo 0,, NsIf � ban i(1 l7a„nn N� h ObZF N .I?; «W O Y bmQ E� 3 b o acia �' �9s. N4 W m W K - 5 V4 F s= _ _mow— Gas _ — — — _ _ — — _ —W— _ — _ — — _ — — _ _ — — _ — — — I s West Oak Street I w _412 41 _ Os00 Tf00— 24'SS-- 6+71,70� - - - - - t r— > _= 0)- 71 a L I Q L - I z I j 0 - z i s alp: I`= so AS-BUILT DRAWING AMa=.c=a'�I. ' F= - I 0 25 50 100 4750�. $ - - — ___ - -_ _ ..-..- 4750 G B J a 3335 a o w �rRn 8 ^o. z C3, 4740 rv','��E. _ ^ i wrg-" _ _._ ns C.. 4740 fr3 € tt oN ^ ++ i� PROP SED FINISHED ADE EXISTING OUND PROFILE / -- 263 LF,22•a36 C4 n CP' IN R O 0 >< MINIMUM 471 LF,2YX Cbsa III R O 0.301i MIl1 NUN Er7 SEPARATION 4730 -. _ SEP .TON V I 0.5'4 1 4 4730 •DEVIATICN No. QU S OAK STREET STORMDRAIN -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 wlwl DESIGN BY. DA DRAWN BY: DATE: �y7�n ('N''I ; NTIw.+,�w DAJ 04/09/2003 DAJ 04/09/2003 DRAWING SCALES: YQa4OW WOLAAJLScaJ��L:,�D �IJQD�V��DOW fT11( �r Rocky Mountain Engineers, P.L.L.C. R''y RENSIONS DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" = 50' _ CITY LETTER 06/02/2003 CONTOUR INTERVAL 1' s RAY H.CENTER OO QW ��W�L9� �400 WLA�J DD QL Q�LtJ %53 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying %w� J AS-BUILT DRAWINGS 12/09/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ``,G,+?lFFq ISr ' DRAWING FILENAME: 2SDr0in-As-81t-862.dwg Ot/OS/200a VERTICAL: 1" = 5' papp q1 1Af p if wI e 'J - ----------------- - ------- ---------_----_------ ------ - -- - I:r-- ( Imtdled 80 rD Monhd • F A::::::: ^---------------- t ----- ---- ------------------------------ unnmm I'$ ?0 788-1 Ring; Mlw Grote ` I A= C Rlm Elev. 753.78 - - - O iiiiiiiiiii .. _ �� --_-_.__ _.----- ,�a� v!•oaew Inv.In (S)r 475433 _ iiiU ml -zziiiiiii it!M- In N 47 1 """""""."""""".""-"""."""""_ _ i11111 1 srA lTeld+oea�aw�nae\ dimll -- - - y� + + 4 10+00 Bu D1em 4a�1�.a I:111111111 $TA,8ri0. 2 SD-14 -- I s/)-Q�468 e m aaea 1 e(ce 91�1.Y - /\ _ // nV.Outv(NW)-475448 ato av fce r •1 \ \ r 'TniCalfid30'�I��FF/IanTidi S ouikl awc Tovup T - - -.--� \ l7 A�57�06 SD 13 .! Rvn E1w.r 77J4.06 ----�- 1 / I------- ele+el mr 62.0- STA.13+3. 5 SD-18 ( ` Mtalled 80"D� N node I r 66 -'i -� STA. 10+5576 �4\` / r / m /-a �. I a a `.. 'Inv.M(S)r 47�50 Rim EleV - 475.3 30 I Inv.Out(N) k750.46 Ql a a a -� / / Inv.In $ r 4749.00 I '. I _ I =-_-- --- - ---1_ QL1 Rim Elev. - 4 56.67" \'`,� / Inetolled 48•.I AD�laA.Nonhde Cnv.Out(W)ur 47e47B0 Min oP 1 I ll nv In($E) 7753.63 %i �`� / in Out Y), 4758.20 I J ou}eolro la«t I , I I N nv.Out(N)X 4753.3 / Fan tie v TA 2+82 3 SD-11 _ 55.0 / 6eo8s0 6o a.manna. Jv.r♦r750.29 / I I ( I,-`. I )im Ele(S)-14746.42 I( / - I v.Out(wN r 7746.22 - � j l l j -�-� ( --L J-_-•-- North 15th Avenue + + T:: ----- ----- _- ------ Inet Iled 8 Dia.Manhole 463 _ •e Ran El.,. 4752. 6 d Inv. In(E) 47_ 26 v• a Inv.Out(N -4747,06 STA.0+96.13 SO-10 1 _ • �•, I I - .t _ I - InstaNed 60•D'q.Non ore - - ----- -- R1m Elev.r 4749.0S f ., Inv.Out(11)-4745.2 .- .-= .-_--� --.-.=z-_ - '--i - -. .-_- ---- no to air.<lEl w nod I I it ,l I r 4745.2 r Naoullel alrucwre.0 ru el f C i1. 1_ --I �/ Darm ae.ouon-vo 11 ILA q I 1 r. ut it III III r� I III- �J c u i n L gu f Fna L l -. :a _ 55cE ...........a s. +5.0 STA.0+00 SD-2 Inelolled 72"DIG.Manhole = Rim Elev--4748.59 Inv.In(E)-4742.92 Scale: 1"= 50 Inv.In(s)-4742,50o `v AS-BUILT DRAWING Inv.Out(N)- 7742.2.30 E 0 25 50 too �Iv BLOCS 1 AND 3 STORM DRAIN o U ate' 8 �2 o R dvY Y L �t�ryn II A $pp� F�ej .mp p uapp bb ,Yn i ,p ♦o NOON+Y v7 A.-.v N dale A �j N -_ xi N 41Y h w n Fz o Y e�, +o tom- ` "c� R o -� s � =w4a g 'acc a '" w a -oC a s�� � a€>- _� R 4760 i Y Y -- 5< II- - -_- N Y Y f-Y __ Y l N E - - - - - ---_ - - _. A - }y�, -A g- -� 4780 O N A, ^ ib A t n ML EXISTING CROUND PROFILE rn F'E FFF SC , N cKEE F'EFF N FKFF 61.7 PROPOSED FINISHED GRAD _ -- - - 12 0 5 North 151h Avenue _ --- 12•PVC Storm O o.8o%l 4750 - _ -- - 4-PVC Storm Drain O 0.54% ININ.. 1750 1► O A V' 1 0 w ss 24•PVC Sl proh O a 24•P Storm Drain 0. PVC St Drain O 0. % p,4B1E 1 10 MAINTAIN ERIRCE,GRADE AND AUGNMENT OF EXISTING 2A P c 253% SEPINI ON S 9E INIM pry 16• VITRIFI D CLAY SA RY SEWER MAIHUNE. PLACE prom 1.3' 1 S' FLOWABLE ILL. (MPWSS SECTION 02225), MIN.3 FEET EACH SIDE OF EXISTING 1 " VC SS UNE AND FULL W WIOTX OF TIUTY TRENCH FROM TOP OF EXISTING 16- (] VC SS UN TO MID-HEIC OF 24" PVC NE. 4740 - -AV - - - - 4740 3+0(: �..... 1+00 1+50 2+00 2+50 I+00 3+50 4+00 4+50 5+00 5+50 6+00 n. 7+00 7+50 8+00 8+50 9+00 9+50 IO+00 10+5o 11+00 11+50 12+00 12+50 13+00 13+50 AS-BUILT DRAWING 014T DESIGN BY DATE./09/2003 DRAWN DrAJ DATE 4/09/2003 DRAWING -CALLES: AJ/ 1LS�OU W WOLAAJ�U lJ�L 1D UVQD�IJ���OW Rocky Mountain Engineers, P.L.L.C. `� {ir'i REVISIONS DATE CHECKED BY DATE PLAN VIEW HORIZONTAL 1" = 50' F1j [� �rn nn((y�V�� DM /�� ryry�� RAY 6 CENTER CITY LETTER 07/29/2003 CONTOUR INTERVAL' 1' DdD@M@ U G°Q[;P 0 @U WLAA.) DWL;Q M 5653 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying %^ r o AS-BUILT DRAWNGS 12/09/2003 PROFILE VIEW HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 406)-586-4859 `"f "IT 4c�y " = Ilfq DRAWING FILENAME: 25Dr0in-As-Blt-862.dwg 01/05/2004 VERTICAL 1 5' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �1N01117 141h Avenue .v ----------- -- --- --I --- -- -_ _— --- -- ---IT ----- - ------------_ ---- - -- - - ------------------ ji I ,j I Co 1,e STA. 7+56.75 SD-ta I I I 4 I I I Inatolle0 48"Dio Manhole — Rim Elev -4744.82 nl.In(5)-4739+15 - 'STA.a+ee.I sD-zo YinI Inv Out(NNW)- 4738.95 _ h 3 I ftelleE 18�r Die.NonNd W/1FC0 88 1 R{nq�Beeh ve ats� ll,l,ll,il _ a0 474 /- V � lllllll'I __ I + O G 1 / IIIllllll r'1 1e -.—.—_--.---_—_—_—_—_—_------ __."". ....... III;i I Out(N)� 2 32 Il,llll r $ l 1 _ Y p rnr t_ J - r / nnmll I B-�=a d r - eeeccc ::::::-=e=:ee:e STA. 00 5D 9 IDO )rR ata 60'Dla.Manhole I j -_- m El -4736.95 _. _In(E)-4732.39 v.In(S)- 4732.50 il u�l I ��_—_ Tv. A(W)-4732.27-- � _o JJ 2+00 ----- j �— ---------------- ----- — —— - - North 15th Avenue STA 0+78,50 SD-21Inst I -- In IIIII ,I;1d,•; ,•I Rim li -4741.59 idMa / -!~ - iw'u,Ilnlll. \\ 1wp I Rinl EHI In, Got(48; 35.69 470 I bl"w I FIZZ 1111111''�I II' \ I a3.3 �j li I IIIIIII IF \ -- e IIIIIII Illlll�r- I tl Inw •\ — N III I II — h �S North 15th Avenue r' I I I I I — wale: , 50 r ell! 50 '00 i' l.il q AS-BUILT DRAWING I 0 I BLOCK 4 S ORM RAIN 4760 4760 s� a aue+ l i<nY 3gYr oP1= — sir> 4750 - - - -- � c Y G1� 0�� � u' .4750 4750 - - - 14750 8 �NWINv � b.GNI rTa Np PRO IOSED FINISHED GRADE Gao Y of �E4c c N ~ E N VY I A .9 • ^ c EXISTING ROUND PROFILE — •e ��.. p a our/ace _4740 yC St Droin O t. -- - — - - -- - 4740 4740 - —-— - --- 4740 -- - 15 PWO Storm Drop O 1.297E aroutna PVC 5 24'PVC Storm Drdn O 0.507f _ -.- - - 7pppN 1 35; . MINIMUM SEPARATION t.5' 4730 - . 0 - - 4730 4730 - - -.4730 w S-BUILT 1 RAWING 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 -0+Io 0+00 0+50 1+00 1+50 n11 N'1'd A�II,I DESIGN BY: DATE RAWN Y DATE-„9 h1 pqU 04/09/2003 BY 04/09/2003 DRAWING SCALES: �Qa4OW WOO LAAJ�aU��L.=QDD �VQDD V�U�OO W Rocky Mountain _Engineers, P.L.L.C. � {�'vi� REN BY SIONS DATE: CNECkED DATE PLAN VIEW: HORIZONTAL: 1" = 50• RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' 5653 ES CITY LETTER 07/29/2003 QL�OOW '47 �340G3G�1 DG3L^Q�a� Civil Engineering & Land Surveying AS-BUILT DRAWINGS 12/09/2003 9 g 7 9 '4 PROFILE VIEW: HORIZONTAL: 1" = 50' ��DDg O� 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-485y Ir'r�Ff-R ga`�1A,= DRAWING FILENAME' 2SDroin-As-B1t-882.dwg 01/05/2004 VERTICAL: 1" = 5' pa TYPICAL DETENTION POND OUTLET Cross Section View not to stole AS-BUILT DRAWING Property 30'Easement Line 25 Chonnel Width 3'Berm 7��iu w / 5Seeo side slopes wre mInstall sill fence ofegeof pit run 6'Minus Pit Run Gravel, 3'wide,9'thick. gravel on both sides of channel. Separate pit run hom native soil with Nonwoven Geolextile.Amoco 4550,or equal. Compact gravel by walking'a tracked bulldozer back A:forth over the grave. TYPICAL CROSS—SECTION MAIN STORM DRAINAGE CHANNEL STA_0,00 TO STA. 7+00 (I AT EVERY /TH LATERAL J AS-BUILT DRAWING or7Tq�'h,lf DESIGN BY DA RAwN BY DATE: �y7/�n y pqJ 04/09/2003 pq� 04/09/2003 DRAW NG SCALES W L \L5�O�W WOE LAAJ�caJ��[ tD0UVQDO �1��aoW �n n��� w Rocky Mountain Engineers, P.L.L.C. {i ri REVISIONS DATECHECKED BY DATE PLAN V EW HORIZONTAL = 50 -=_- --- --- -- - RAY H. CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' (off Sb53 ES CITY LETTER 07/29/2003 40a non DaLa�[�]Q�C DC4C^Q�d DU �D o O� o Civil Engineering & Land Surveying irrr^y AS—BUILT DRAMANGS 12/09/2003 PROFILE VIEW: HORIZONTAL: 1` = 50' 1700 West Koch Street, Suite 7, Bozeman, Mon tan: 59715 )6)-586-4859 FfRI TE*`'P' DRAWING FILENAME, 2SDr0in-As-Bit-882 dwq 01/OS/2004 VERTICAL: 1" = 5' „i`AND i i MH I Sta. 0+00 MH 2. S ,7 MH 3, Sta. 7+53.91 NH 4 Sla. 11+30.67 m a740.23 Rlm Elev 1m 4 1 m e r'��' 4 0.57 Inv.IneV(S) 4734.35 Inv.In (S) 4739.a] Inv.Ins Y(S) 4743.24 Inv.Outv(N) 4739.27 Inv.Out N e.s6 Inv.m (E) a34.Is Inr.at (N) ( ) 8.56 Inv.oat (W) a" Pvc AsTw3o3a -3 7c0o- - - - -S+Ds - - - -6+�6 - - - T,Do- - -B+ - - - -9+-pa - - - iS:oo - - �r+bs- - - - - - - a"71F I 9 1. -_. -... ..._ _ - __. - - ---------- - - ---- ------- - - -- --- - -- r-- -- _ -- -- -.- I - 1 I 11 i - I III I r i - - - - - - - - l - s \ I 1North 15th Avenm ID Scole: 1">< 50' I 1 I / 0 25 50 toe AS-BUILT DRAWING NOTE: MANHOLE RIM ELEVATIONS ARE THE DESIGN ELEVATIONS. 14TH AVENUE IS NOT PAVED AT 'I ++T,., 'o THIS TIME. 1 MANHOLE RIM ELEVATIONS WILL 4th Avenue Sanitary ewer a CHANGE WHEN ADJUSTED TO THE FINISHED Fourteenth venue SANIT V SEER LINE •i STREET GRADE. 1' IT SEER RV ICE LOCATIONS Sto. 0+63.4 installed 36.0 Right Sta. 3+64.0 Installed 36.0 Right =a Sla. 5+61.7 Installed 36.0 Right e i Slo. 7+62.4 Installed 36.0 Right Sta. DN9.4 Installed 36.0 Right Sta. 9+95.2 Ins tot led 36.0 Right 4750 - - Sta.10,55.9 Installed 311.0 Rl ht --__ _ ♦� to>0S ns to led Ig 4750 S1o.11+23.9 Installed 36.0 Rl gnt ♦♦ i vv Finished + e a dreN - - - M E i surface sa ni - .. uo Existing ground surf eEI- ASTM 3034 4740 - - - - -- --- ♦♦♦♦ 5p9 35 PVC v 1-00% 4740 SD .05 Li PVC 0 1.32j4 %376 376.96 LF 6''AST11 3034 •0.95% SDR 35 PVC 4730 - _ - - - -_- - -_ - 4730 �< I I N yN� "1 'n 0! 0 W N m �mp mm H n h n ♦ + V V V -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 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 AS-BUILT DRAWING �1�T91V91 DESIGN R DATE DRAWN BI DATE �Q�4OW WOO G�LS� J ISLQDD �L L�DD V�NJ�OO Lf M Rocky Mountain Engineers, P.L.L.C. {� REVISIONSHC DATE/28/2003 CHECKED BY DATE 05/02/2003 DRANG PLAN VIEW: HORIZONTAL 1" = 50' -- RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL 1' 5853 ES CITY LETTER 07/29/2003 LIti1lSL(1J [I,3 IJ ISLNIJLS CJL:,3LIVJ LI L.,;3W L( L5111J L5LRl Civil Engineering & Land Surveying i^ ' AS-BUILT DRAWINGS 12/04/2003 PROFILE VEW HORIZONTAL 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Mon tons 59715 (406)-586-4859 FfRu e`�t4??+ DRAWING FILENAME /2Sewer-As-8lt-882.dwg 01/05/2004 VERTICAL: 1" = 5' I it lx I f I _. I ` i� ------ -T-"7 ------� -� "\� �;�� - 111 C�7I{ fI - - - - ai�_J -- I ` . � ryr -- nI wN o sta. iz e3.99 .I v I }' _I 4 4 V. 11::;_ll I IL _ I 472.+w inV.In4 ; YH I \ I 5 53 Rlm Ele.•. I - '� „ - I '�,,,� _.• 039 3e Inv I„ (s 47�z 99 Inv.In ( / ,1 - I I I 47 2 99 Inv.In���� I 4739.IB ]nv.Out (NW) , 0 17 Z. In.Wl N w'. <4 1 j \ I :a' �. --�---- - ` i I p _ I I I Ir \ 9 10+00 i. I \ �� '\`- 1'+0 12+00 13+ 14 00 } . . av n 1 +00 r PVC ASTM 3034 4743 70 Rim El.v - \ -. 4736.]91nv In ($E) it I \ h 1736.]9 Inv.In SW) I _ 4736.59 Inv.Out (NO) i - 0A� „ TM 5. Sta DWD i r `�( II \ wN 6 $ta. z�.36�12 r 4]26 24 Inv Outa�E) \ a730 64 Inv.Ou tN RIm Esav v_' � ,+� --}3 \ :'3a.es m..al(N�j a I F � I ( I I I . I I j 1 { I S_�j-i�_ _1. �1 I i wl ° +°° 2+00 North15th Avenue 1+00 s+o i1 R T 3+00 I I I 60, I - 4;l I I ' i AS-BUILT DRAWING Scale: 1"=50' 0 25 50 1DO 4760- - - --T- __ - - __ - r 4760 in w v 15th Aven e Sa itar Sew N 2 PF=` Cps p.a. C C� mm I�IP P+ PO 4750 4750 C Finished as e 2rr9a. ao ,� Existir g ground our aa. a- o F>-a ASTN 3034 0 TM 0. 3034 i i �+ 3b5DR635r PB' •0.881 SOp,00 LF 6' NI MUw gpR 35 PVC 0.641< Si ATION 4740 --� _ _._ - - 4741 STA: 12+70.19 ELE 4742.695' �aaaa - Xin«o - •er rae ;...+ 150.3 35 pVC 9 T1Y 36°%j4 5D 47 LF 6' AST 3033_ - ASTY b4- , - _ - 1I 27 36 PVC 1 045 �2,6 G.1 LF Fl itaanth Av nue SAKI TARY(SEWER LINE 22'z36' S PG. W 1.16 RCP Sf� 4' SANITARY WER$ERV ICE LOCATIONS AS;411 4 Sta. 0+65.2 lnstallad 1.5 Right 236 12 LF 6- Sto. 0+E8.2 lnstallad 1.5 Left 5 PVC• 1730 SWL _ M IMUN _ Sta. 3+84.2 Inalallsd 1.2 L4ft SEF ARA710N - - - __ $ta 4+52 3 Installed 1.9 Right_ I'v Sta. 5+39.3 Inatoll.d 9.9 RI9hl - 4730 STA 2+28.99 ELEY: 4730.74 w Sto. 5.61.7 Ina tot lad .1 Left Sto. 6+23.1 Initialled 7.5 Loft ss ng Sto.f0+37.6 Ins lal l.tl 1.5 Lift SLo.10+96.2 lnstallad 1.5 Left Sta.1138.2 Ina tot lad 1.S L.It Sta.12*1Sta.11,78.2 Instolled 1 S Left AS BUILT DRAWING Sto.13+70.6 Ih.t.u.d 1.5 L.ft sta.144es.6 maauad 1.5 Left Sta.f5+25.6 Installed 1.5 L.ft 4720 4720 1,00 a 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+5� 11+00 11+5� 12+00 12+� 13+00 13+50 14+00 14I S0 15+00 = ,Or7Tgj1;,,,1 ^,FSIGN BY DATE DRANM BY DA '� �Q'�, RHC 04/28/2003 BY 0S/02/2003 DRAWING SCALES ML a�'OW WOLtt.A.I�9J�� n/1 DD CaJVQDD O V�aU�OO L7�J Rocky /VI o u n t a i n Engineers, P.L.L.C. 'S vISONS DATE CHECKED BY Da PLAN VIEW HORIZONTAL: 1" = 50' c a RAY H.5653 ES cITY LETTER CITY LETTER 07/29/2003 CONTOUR INTERVAL: 1' C11�11R-, /1 IV7I�(V7(1 f11� (off/1 M01�/1 nW 9�NM n '@IT�D (BOW O Q 0 6 Civil Engineering & Land Surveying -� 12/04/2003 UcJISW L )llL5LA1VJL5 aVL1LtJ [ 1W11 W W a 00 40 ��3 B4 9 g 7 9 y BUILT DRAMnNGS i2/p4/2003 PROFILE NEW HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 �ff cA a�PeP= AWN,-, FILENAME: 2Sewer-As-Blt-882 dw Oi OS 2004 VERTICAL: " = 5' 1y,R1AND;,� �� / 9 / / --- -_- Y n - �I'-' _ : C- _ -7"_ •r1 r0- _. j'� 1 -_ � - -- --•-------- j !��•� r I �g p 'I _ 0 I I I �. --- j c " �- �li i it i i I I -= I � � j �-�,. ,� -mil;� a j ,• l j �jl 7 I i -_.�-- - - - III ti f 0 Sla. 12+83.99 Q vv bp + Fool. 'I I II I I 47as. I 17,2.90 Inv.In (4) _J'- -J it l l I I R 2.99 Inv.1n - v 47 99 tnv.In 1E I n.[nWI� 17.27 Im.Oul N I I n15.s In L `I. LA N Ave �. I'o �l- 1e w' Ste`AMA,D9 1 - -01 �=_-_- 11+0 12+00 1J+ 14 00 1 +00 +00 '1 +00 j ,4753 25 1ny.In (S) NH 14 SL 23+82.D �+ %4753,05 Ina_Owt (N) 4756.IS-nv.In v(3) PVC ASTN 303/ ��y\ 8• PVC ASTM_3034 � 4756 I I - t NH 1 I 6 f I -.�_. r=--�', I I -.I..__I-_- 41147.03 nr.-{n-vt5 I 20+00 / •, __M _ o I - - y+ 1 ryl` I NH +7. 4747.03 nw In (E. I I 4748.rJ�nY.Out N m ev. I ,r I � I I �v II I '�v I N I � I ti 1 I III R I � � I •_ I I. _ � /7g6.99 Inv.Out(N + I a .. I' ,I 22+oo 23+00 ew or n j _ _ / - - _= I � - - : -77 IIl I j I I •i 11 _ �%/ - r 1 I .. I I I r I I ' � L , i AS-BUILT DRAWING 3 110 rnh 0 25 50 100 �$ 15 h Avr nue Sanit ry S wer x a 77 4 0 _ 4770 FlftNnth A-- SANITAR SEVER LINE u w"o Np 2 uvi 4- SANITARY SEDER SERVI LOCATIONS i H z ~ te.l+�.'[• Installed 41. • l - - -- - - - - `���Q�] - • Ste.18+85.1 Install.d,41.5 Lefl "' IN c i Finished Its.17+25.2 Installed ll.S Left c=N�_. ._...._ � c Sta.IB+18.7 Ins tat lee'43.6 Left Its.18+I5.3 Ins tolled 36.8 Rlyht aS 'F n 'i i" c c street Sta.18+D3.7 Ins ta1150 47.D Lett Y surlace .^. Ito.19+22.71 Installed 45.0 Left ?,x 4760 St P.10+40.0' Insto114013D.1 RI ht _ _ W ^E c SD Ito.19+6J.1• Ins tot led�42",a Left - o j' F s -- -- 4760 Ite.19+89.8 Ins tot led 43.8 RI ht - - ���v ��Ste.20W2.9 Inslol led 36.3 Lei't u "'S1a.20+3D.2 Installed 48.5 RIgnl H wi �mu�-i0o ^ + Sta.20+42:2 Installed 34.5 Left Sta.20+82.5 Installed J0.0 Left a o g''�3 ;~ 1 96 LF 8• �T•oS R c c _ - - DR 35 PVC 6 L 8 ASTM 3031 SDR 35 PV 6 0.40S - ExIDtI p Around au ace A710N - O ei n $' ~n ASY4 3034 STA: 3+71.65 ELEV.. 4755.62 IN 8" 365DR;5 PVC•1'`'6S s or ne osa ng 4750 - - is MINIMUM 216.84 LF 8- AST11 3034 4750 SD6 35 PVC 6 0.54% I Fl1l••nth enua SANITARY SEINER LINE 4" SANITA, SEWER SERVIC LOCATIONS � ASTp 3031 -- -- Sta.21+22.1� Imlal l}Oi 28.S Le I. 3N�4s LF 6 3p0.00 LF 8" ASTN 3034 TA: t7+60.63 LEV: 4]16.78 a. a+SS e d 58:5-RIghT- ste.21+62.2 Ine tolled 57.♦Life SDR 35 P •0.665 MININUM sm 35 PVC 6 0.645 er ne oes n9 Ito.21+92.0 Inetol led 57.8 Right 27 22 24.9 Left 11.5' S1o.22N 1.9 Ins lal led 57.6 R19ht SEPARATION Sta.22+61.0 Ine tat led 26.J Lefl STA: 12+70.1KEL 1742.60 -- - -- -- -- - _ -- - - Its.22+01:9; Instal led 25.3 Rl ght 4740 - -- - e Sta.23+07.2 Instal ledLI27.8 Left _4]40 Tn•fdTrd�TII � - - Sto.23+90.1 In lot led 52:5 Right ste.24+40.1 Inetol led 52.5 Right - AS-BUILT DRAWIN sia:zs++o:o in:oii:e io:i i:�it + - -- - - Sta.25+90.1 Inetol lad 52.g Right - _Il_.. - Ste.25+D0.1 Inetoll•d 53.8 Right 10+50 tt+00 ,1+50 12,DD 12+50 13+00 13+50 - 14+00 14+50 I- E111111"", 15+so 16+00 16+50 17+00 17+50 16+00 18+50 18+00 19+50 20+00 20+50 21+00 21+g0 22+00 22+g0 23+00 23+50 24+00 24+50 25+00 25+50 26+00 D GN BY: DATE DRAWN BY: DATE: MM ryry��((�� /� RHC 04/28/2003 pq,j 05/02/2003 DRAWING SGA_1 ES �Qa4OW LnJ@w1A i�IT9L;1D Rocky Mountain Engineers, P.L.L.C. ` ,, REVISIONS DATE H x D BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' JWLS�� - s' RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' 101' fNh !.1 M171y1f1 fl(� (a�1 ryT��/1 �(-�rw]F:�I-, �I�,�D ��O VO ^904)T �RJLS Civil Engineering 8t Land Surveying 5653� CITY LETTER 07/29/2003 IJc-J151J11 /,=.111L5W1JL5 bUL.=.1W L=.1W L( L5\:AfLlalnf (� C?J(i� [S yry a AS-BUILT DRAWINGS 12/04/2003 PROFILE VIEW: HORIZONTAL: 1"RA 50'= 700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 6Pq Is1L ' DWING FILENAME: /2Sewer-As-Blt-882.dwg 01/05/2004 VERTICAL: 1" 5'r f eA.: ttaaw�.. h ff - m -- --- -I I' -----: I -- ------ I --- ,,,. I I '. I• I ------------ S r -.------ 44 T-� I r--------- .•.SS22 1741.16 Inv.Ou S 'r 1n7a2..9o9f I nvR iIceInn v((E5) - ------- 4.776573. I 1 I I u 1743.96 Int 10, ' 14 -.-.-_ - J 20 I 474299 I 4742 79 I t I(s9 Ili _ L- - -h -_ Ovl (N) �•- -- - ----' AST J0 ✓// 1750.92 Rlm ee / ♦0 4744.53 Inv.Out -.. SESJ1 H4 73/6 4762.04 e V. 4756. n E 4755 95 Int.Out NS� I III�-6-o•.--_.--.--�.7 --- .. e+Po �-=---- - - FY- 4 _ i. ) -------- -- I Fa� I I I 1p.7F I I I � I----- ---- - 1 t� - Scale'. 1•= 50' �•"` /-� .--__--� 0 25 50 100 ver Main - - --- a< ul I I - I ' - AS BUILT DRAWING - -ss-e c0 - - - 21*: ss- -6 ss A. 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 MANHOLE RIM ELEVATIONS ARE THE DESIGN STREET GRADE. ELEVATIONS. AMAENH STREET E NOT PAVED AT L THIS TINE. MANHOLE RIM ELEVATIONS WILL CHANCE WHEN ADJUSTED TO THE FINISHED �- - ---- - -- - - STREET GRADE. Jumper treet Sani ary : ewer Moe StrseL SANITARY SEWER LINE 4• SANITARY SEWER SERVICE LOCATIONS 4760 Sta. 0+87.5 Ins tolled 226.0 Rl qht Mae Stre t Sa ltar Sew�r tn�vi Sla. 0+98.7 Ina tat led 26.0 Right .. .. s Sta. 1+39.0 Installed 26.0 Right St.. 1+55.0 Installed 37.5 Lett WQ i "• .a Finished °v St.. 1+66.1 Installed 26.0 QQ _a Sta. 2+08.1 Installed 367 5 Left qq +u21 Yw=a "E s}nel E i Sta. 2+14.1 Installed 26.0 Right surface - Sta. 2+28.1 Installed 26.0 Right 4770 E i i-r- dR�� - __ - .... -- - ---- - -- Sla. 1131.2 Installed 37.5 Left ---� Sta. 2+60.2 Instal led 37-5 Lett w ~Pig ++++ Sta. 2+66.4 Installed 26.0 Right Id +. ��,�;Y Finished treat surtace 4750 - -_�_ - -_ �_- - 4750 Existing ound surfac4 Existing grcund surface 274.46 LF B' AS7.3034 4760 - 4760 ]18. LF 6• AST4 3 273.1 LF 8C AST. 34 SOR S PVC• SDR 35 PVC a 0.4 s 0-88 31 SEPARATION Juniper Stre t SANITARY S WER LINE 1.5' 4• SANITARY EWER SERVICE LOCATIONS STA: 1+35.58 ELEV; 4743.05 0. a a - 4740 - 2+ ta•tallad 1.3 Laft r -.4740 Sta. 3+06.5 Installed 1.1 R19ht 3to. 3+37.4 Installed 9.3 Rigqht Sto, 3+41.4 Installed 7.3 L. i Sta. 3+61.5 in 6.6 RI9ht Sta. 3+91.2 Ine tailed 1.8 Right Sta. 4+14.3 Ins tat letl 0.6 Right 4750 4750 0 o10 q n 0 9i � � � 9i li � a v � ♦ e � a � � n - a a .. a e a e < a a a e e •t e- -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+DO AS-BUILT DRAWING AS-BUILT DRAWING - ON'j'd i,jhlj D 9GN BY. DATE DRAWN BY: DATE: �Q�j4OO W UlJOO L.AAJL5��L5Lr.�DD C'JIJUDD��.J���OO W /� RHC. 04/28/ 003 DRAWING 05/02/2003 DRANG SCALES: _Rocky Mountain Engineers, P.L.L.t/. � 9�215iv REVISIONS DATE CHECKED PLAN VIEW: HORIZONTAL: 1• = 50' RA7S6H.53 ES CENTER CITY LETTER 06/02//2003 2003 CONTOUR INTERVAL: 1' Civil Engineering & Land Surveying %t9 y AS-BUILT DRAWINGS 12/04/2003 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, B Ina 59715 406 -586-4859 E,lf/ 'T - VERTICAL: 1" = 5' ) yfgt�`I,t,.-� DRAWING FILENAME: /25ewer-As-Blt-882.dwq Ot/OS/20O4 j j J L - --------- - - �- -----� L-- L -----�+ 30I. ------------ Co f I - ------ r--- --�-_-----_=----- ------ - - _/ - - I I ------ --- --- y--_---*_- - 1- II L - - ---- ----A --- - ------ -ro- - t I I I - r_w 30 -- --- - - - I I ------ o 'I I� I 21 sta l I. Tu }'I 4756.94 Rlm Ele 4e.ea Inr . s) I-In ( s) r >� _ +0 0Street 512+00 -- PVC ASTM 3034 6 In In (S rf (J 4749.38 Rim Elev. 4744 1 In_Ol(E)4743.9 4 3,70 Rlm E'l. v, 0 In Oae 449,73 e• PVc ASTN 3034 J - 1 - - F A,'DO -t - f ��'�- %� 5+00 Be1 e�� I \ " \ eI ; 47443 22 In1?-In (S) 4747.02 Inj'ul (N) I, f - � ' 0a Scale 1"= 50' AS-BUILT DRAWING ale: 1"- 50' '00 AS-BUILT DRAWING 0 25 50 100 J � s J ssie Way �anitary Sir `a u,v Lei 1770 - 4770 ^� Roy Stre t Sanitary Sew r 4760 F- v -- - -- - = - + 4760 Jessie Street SANITARY SEWER LINE - - - ---- u 4• SANITARY SEWER SERVICE LOCATIONS NOTE: 9 MANHOLE RIM ELEVATIONS ARE THE DESIGN ^ q e c a a o Sla. 0+56.9 Installed 15.5 Left ELEVATIONS. ROY STREET IS NOT PAVED AT vi Y Sta. 0+9e.1 Ins lolled 36.5 Rl qht THIS TIME. MANHOLE RIM ELEVATIONS WILL o e i Finished Slo. 1+25.e Ins to led 15.5 Left CHANGE WHEN ADJUSTED TO THE FINISHED II'' 'c ffreet ++• Slo. 1+51.3 Inetolled 115 S Rlyhl STREET GRADE. w �� 1.90.7 Installed 15.5 Lett E i== +E c cl[ 111 Sta. 1+9a.7 Ins tolled 3B.5 RO" c c - - - o �-1- St.. 2+1!11 Installed 15.5 Left Sta. 2+35.1.7 Installed 1S.5 Left �oo� a� +++ Sta. 2♦]S.7 Installed 15.5 Right a'6�- sin 4]60 Sta. 2+5 [retailed 36.5 Existing grou d surface a�+ 16• Sta. 3+10.8 Installed 15.5 Laft +++ ++++ SSA Sta. 3+29.5 Installed 36,5 Rl?It 4750 Stu. 3+61.1 Inetolled 15-5 Left 4750 - - - -- - - Slo. 3+76.S Installed 36.5 Right _ Ste, 3+94.1 Ins tolled 15.5 Left _ ASTY 3034 Slo. 1+21,5 Installed 36.5 Right - Exists ground !ur ace 255.65 LE 6•, Sta. 4+41.1 lne tol led 15.5 Left - - - SDR 35 PVC W 1.OOf Slo. 1+76.5 Instal lsd 36,5 R/gghl Sta. 4+92.9 Installed ll. Le/t Finished St., 5.16.5 Installed 37.5 Right lire.} VIC 4 L'e surface -- 268.70 LT AS os�" S 1 35 PVC 0 1, 6f Ii o 47si�i.. l TM 34 22e.oo LP e• As z s� rr SDR 35 pyC 0.65% MINIMUM t�4` 4740 I SEPARS ON NOTE: 1 4740 C' MANHOLE RIM ELEVATIONS AR THE DESIGNi'o> S A: 2+1.EL^e� ro4B 42 W ELEVATIONS. JESSIE WAY IS NOT PAVED AT o - o as ng THIS TIME. MANHOLE RIM ELEVATIONS WILL is 4n., JCHANGE WHEN ADJUSTED TO THE EINISHEDSTREET GRADE _ �_ +5� AS-BUILT DRAWING Z u J t V j AS-BUILT''DRAWINQI �W- iwiv.W5� - - -- - - - - 4730 - o • < < ., + + +� a + a + it + a + -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 I 5+ 0 3+00 3+550 4+00 4+150 5+00 5-50, ' T "I BY DATE DRAWN DESIGN - BY: DATE DRAWING SCALES: o I I RHC04/28/2003 DAJ DS/D2/2GD3 CJCQd40[�l Ci]O[ L�34C QD �MC3D0L`I��3�0[;] Rocky /_ VI o u n t a i n Engineers, P.L.L.C. 9*abr REVISIONS DATE CHECKED Br DATE PLAN VIEW HORIZONTAL: 1" = 50' RAY H.CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' - 5653 ES CITY LETTER 07/29/2003 Civil Engineering & Land Surveying ;yF v AS BUILT DRAWINGS 12/04/2003 PROFILE VIEW HORIZONTAL 1" = 50' pdQa n p� m� 9,Tts VERTICAL: 1" = 5' C,3 ., Net, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ', ffR AND`F�, DRAWING FILENAME: /2Sewer-As-Blt-882.dwg 01/05/2004 SIN I I U N U f .x I� rn OI wx _-.. In 1 I AN-UT WITH ,y Iw St a. e.n LEII A1+IU5HOR1 ZONI AL 451 oFNDS 21 Sta, 2+8 17 a751.63 Inv 97 Rlm Elev /- ---- - .s oy I I 4748 ee (v 1� (S� 1753:43 1- Ovt N) 478E Ol Inv.Out(N'E� �/ 25 St a,w+75.30 4748 08 Inv.l'r� a 4746 48i1nr.04t( / * T _---------� i I 4749.50 1nv10alv(S) 8• PVC ASTM 3034 o L 4 s+oo 6+00 III +00 8+� 9+00 --------_ -_ -_.__ - - - - - - _ --_ -- - I --- 4.S _ y _ _ _ _ _ _ _ _ _ __ _ _ ev. -�\k 7 � 4 1m I I .'-_ I I 759-00 Inv.Oa ( \ \ I I ''r 'o I t Ito 1 I I 1 I --------- j T1 _ - ---------- III -- w i i 4Z , ' I I I I I I I I I I I a I T' I I I µ i AS-BUILT DRAWING v I - I orth 15th Av nue I �$ - . - - -�� 0. Scale_ 1"= 50 -- � t- 0 25 50 100 'W^� e E%ISTI NG 18' SANITARY SEWER LINE athe On W y S niter Sewer oEo 4" SANITARY SEWER SERVICE LOCATIONS N +e a Lot 34 lnatal led 47.3' 4770 - --- - - _� _ -c - _ I Lot 33 Installed 10.2 4770 NOTE: e o MANHOLE RIM ELEVATIONS ARE THE DESIGN ELEVATIONS. MATHESON WAY IS NOT PAVED a AT THIS TIME. MANHOLE RIM ELEVATIONS WI o>�z CHANGE WHEN ADJUSTED TO THE FINISHED ~ z STREET GRADE. Matheson way SANITARY SEWER LINE q3`9 u'z E Finlahwd t �_� 4' SANITARY SEWER SERVICE LOCATIONS Uza - alnet jM ]4 Sla. 0+82.3 Installed 15.5 Left AS % Sla. 1+15.4 Inalallad 15.5 Left aurfaes - 113 PVC Z' Sto. 1+65.0 Installed 15.3 Left Sio. zwi.0 i�.t.1l.e i55Loll 4'1,t', N t - - - -- -- ♦YS Y - a _ 4760 Sla. 3+19.4 Ins lal Isd 15.S Lafl i Z Z Sta. 3+14.1 Insta[led 15.5 Lafl ASt4 3ti3A Sto. 3+92.2 Imtulled 15.5 Lett =u3 ^ 235DR 35 PVC w 2.36 Sto. 4+72.2 Installwo 15.5 left 33� Sta. 5 08,5 Inatol lad 15.5 LRefll Stu. 5+33.4 Instollad 37.0 Right E%19tin ground auT ace - - - _ _ _ St.. 5N 8.1 Installed 15.0 Lett Sto. 5+57.9 Instollad 37,0 Right Sta. 5+110:8 Installed 37.0 RI ht _ ASTM 3 34 Sta. 6+05.8 Installed 15:5 Left 4�pp 35psC•1.2 sia. e.ie:s Ins lolled IS.S Left` Sta. 6+54.0 Inatol lad 37:1 Right 1 2 .17 LF 8• A Y 3031 Sta. 6+78.2 Ina tot lad 37.0 Right - - 4750 St.. 7+05.5 Ins tallad IS:5 Left 4750 _ SDR 35 PVC• _ _ - _. - __-_ -- Stu 6a95.5 Ina" led 37.0 RI hl Sta. 7H5.5 Installed 15.5 Left Sta. 8+05.5 Installed 15.5 Left Sta. 8+48.5 Ins tat lad I& Left Sta. 9M5.5 Installed 15.5 Left Sta. 9+42.8 lnatal led 37.0 Rl qhl Sta. 9+57.7 Ina tat led 15.5 Left St.. 9+91,6 metalled 37.0 Rl qht St..10+05,8 Inalallad 37.0 Rlghl S1a.10+21:1 Ins tolled 40.5 R19h1 AS-BUILT DRAWING 4750 - - -- - - - - _ _ - 4750 ro w n m m L 1 EE] 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+GO 9+50 10+00 10+50 11+00 - `ON'j'd1A'9,1' DESIGN BY DATE DRAIMI BY DAJ DATE D' RHC 04/28/2003 05/02/2003 DRAWING SCALES: _Rocky Mountain Engineers, P.L.L.C. {1`Yy RENSIONS DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL 1" = 50' �Y5653G ES CITY LETTER pb��g�2003 CONTOUR INTERVAL: 1' /14(vII�7�OM NV7nM ' Mou/1 nU Civil Engineering & Land Surveying %y r v AS-BUILT DRAWINGS 12/04/2003 PROFILE VIEW HORIZONTAL: 1' = 50' G L LLB L�J U J L L L JLJ J ll L �LfLI L LS VL/LSLN � t 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 r`q P GISTEaE� VERTICAL 1" = 5'_ paQp Q�mQ Q� �) yHfq AND`P�o* DRAWING FILENAME: /2Sewer-As-8lt-882.dwg 01/OS/2004 .— — � i 1 j j I QETAIL — BASE FOR MANHOLE #1 AND #5 'SEWER PIP AFTER CONSTRUCTION E OF MANHOLEB OUT AND AESEOAND VE TSHELF, OP OF EXISTING 24 �. SEE STANDARD DRAWNO 02722-5 FOR CHANNEL ALIGNMENT. 60• �--- ----- --------- " North 1 th Aver jOF8'PIPE ( CURVE CHANNEL IN THE LF O ELEV. THE 8'DIRECTICVC ROW IN SLOPE T , III R F 1 PE 8'PIPE SET BOTTOM s6cnoN C BARREL 4736.79 I v.If1 (SE) f ON 8 CONCRETE BLOCKS(MINIMUM 4738-TW 1­In (SW) / 1 � B•PIPE '� �� �� — 47)8.59 Inv.Out(N1) O i - _ , SO 1 BEAR)ON THE EXISTING 24'PIPET ryM'4 1 �'-•;� POUR MANHOLE BASE IN-PLACE. _ I 12" NH 27 Z.2a ?' MIN -- 137 87 I,I ac(N) nc 15' f` OF BOZ MAN STANDARD DRA NG I -- N. 02722-1 — PLAN VIEW SECTION MH SANITARY SEWER DETAILS m Lev. 4737.38 Inv.In (S) NOT TO SCALE 4737.18 Inv.Ovt(NE) a. I I I AS-BUILT DRAWING Scole: 1"= 50' 0 25 50 1DO 4760 —-- - - 4760 S SANITARY SEWER LINE r Apa men s Sa itary Sewer 4' SAWTARY NOTE: SANITA SEWER SERVICE LOCATIONS MANHOLE RIM ELEVATIONS ARE THE DESIGN Zto •o • 9 ELEVATIONS. APARTMENT DRIVE AND PARKING Sto. Of76 5 Installed 13.5 Left --- -- - --- - --ac ARE NOT PAVED AT THIS TIME, MANHOLE RIM Sta. 1+09.5 lns tolled 44.5 Right w ..�.. ELEVATIONS WILL CHANCE WHEN ADJUSTED TO S. 2+09.0 lns tallad 44.5 Right j THE FINISHED ASPHALT GRADE. Sta. 2a23.0 Installed 35.9 Left v oV29 I 4750. -_ - {b-- -- - 4750 Hn� Finlsh•d street #++ surface + ++++ +E.is6ng grou d—1— _ 4740 4740 30 '02.4776 P eS0Y40,34 SDR125.5 35F�C WSOM4p 31 MINIMUM DR W SEPARF)TIsON L 4730 4'10 AS-BUILT DRAWING o+oo .oo 2+00 a.uu AS-BUILT DRAWING - ..A"Iryt DESIGN By DATE DRAWN BY: DATE DRAWING SCALES: Rocky �•'t^� - - •�. 9',, RHO 04/28/2003 DAJ OS/02/2003 C�Qd40[ti] GilO[ 1C �34[ CQD �N�C3D��I���OGr] 1�.o c k y Mountain Engineers, P.L.L.C. �* *a�h� REVISIONS: DATE CHECKED BY. DATE: PLAN VIEW: HORIZONTAL. 1" = 50• /� RAY H. CENTER CITY LETTER 06/02/2003 CONTOUR INTERVAL: 1' /,e pne �4M�M e a04�e e�apD DD�4L:,��L�7CaJ -- - 5653 ES CITY LETTER 07/29/2003 L� uvu uv Civil Engineering & Land Surveying ,, AS-BUILT DRAWINGS 12/04/2003 PROFILE VIEW HORIZONTAL: 1" = 50• cl TEeE� y- VERTICAL: 1" = 5• 17)0 JJest—Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 `� f�rR `Ie<?= DRAWING FILENAME: /2Sewer-As-Blt-882.dwg 01/05/2004