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West Meadows Subdivision Phase 2
WEST MEADOW SUBDIVISION PHASE 2 WATER , SEWER & STREET IMPROVEMENTS BOZEMAR MONTANA SHEET INDEX GENERAL NOTES Cover Sheet & Details 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO 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 Sheets SS1 — SS2, Sanitary Sewer Lines CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION SS1: Lines A & ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 2 ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SS2: Lines C, D, & E THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, DATED JANUARY, 1996, INCLUDING ADDENDUM No.2 (8/08/OO), AND THE CITY OF BOZEMAN MODIFICATIONS, MAY 1997. INCLUDING ADDENDUM No. 1 Sheets W1 — W2, Water Lines (2/19/98), ADDENDUM No. 2 (3/15/00), AND ADDENDUM No. 3 (5/08/01). W1: West Fieldview Circle 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS Mootmo SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER fl AND THE CITY OF SHOUT T ENGINEERING DEPARTMENT. uR<ol^ Rd- Seal. L W2: Bungalow Lane, Arcadia Lane 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT uWL.FMt _ OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER L`'F' I ti Sheets ST1 — ST2, Street Improvements WORKING DRAWINGS, SPECIFICATION SHEETS, ETC„ FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO %aX / i ST1: West Fieldview Circle THE ONNOT BE M DE NS WITHOOUTRUC T En PRIOREWRI TENNSTALLATION APPROVALL OFHALLL EQUIPMENT AND 51— Rd I L Kogy I,do.5 ST2: Bungalow Lane, Arcadia Lane MATERIALS BY THE ENGINEER. ST3: Street Details 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL I Y BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION I Sheet SD1, Drainage Plans OF THE CONTRACTOR. SD1: Drainage Plan, Phase 2 7. PROJECT BENCHMARK: NORTHEAST BONNET BOLT, FIRE HYDRANT WEST OF GRAF 1 STREET AT THE NORTH EDGE OF SUNDANCE SPRINGS SUBDIVISION. I� ELEVATION - 4964.68 (CITY OF BOZEMAN DATUM) I! 5 B. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. r e 9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED I-- DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING Z \ SST ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. 12. DUE TO THE SOILS AND HIGH GROUND WATER THE 11%* BENDS SHALL BE RESTRAINED. THRUST BLOCKS AS SHOWN OR MEGALUG FOLLOWER GLANDS SHALL BE INSTALLED , 0 ON THESE BENDS. 13. WHERE SIDEWALKS MEET INTERIOR STREETS PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.D.A. REQUIREMENTS AND CITY OF BOZEMAN MODIFICATIONS STANDARD DRAWING No. 2529-8. 14. WHERE THRUST RESTRAINT IS PROVIDED BY MAGALUG SERIES 1100, MECHANICAL JOINT RESTRAINT, AND MEGALUG SERIES 1700, RESTRAINT HARNESS FOR DUCTUILE IRON VICINITY MAP BELLS, OR APPROVED EQUALS, THE FITTINGS SHALL HAVE THE MINIMUM RESTRAINED LENGTHS OF PIPE, NOT TO SCALE FITTING RESTRAINED LENGTH OF PIPE 90' BEND 18' AS-BUILT DRAWING 45' BEND 8' 22-1/2'BEND 4' 11-1/4' BEND 2' 11-1/4' VERTICAL UPPER 7% LOWER 2' TEE 10' EACH DIRECTION ALONG THE RUN OF THE TEE 8"X6" REDUCER 31' ON LARGE SIDE FIRE HYDRANT LEADS ALL JOINTS DEAD ENDS 75' TYPICAL CROSS—SECTION TYPICAL CROSS—SECTION ALLEYS WEST FIELDVIEW CIRCLE, BUNGALOW LANE, AND ARCADIA LANE DETAIL — NEW MANHOLE #A-1 GRAF ST. CURVE CHANNEL IN THE SEE STANDARD DRAWING 02722-5 I 1' S' 7.5' 16.5' 16.5' 7.5' S' V DIRECTION OF FLW IN FOR CHANNEL ALIGNMENT. 6.0' 9.0'�-90' 60' THE EXI18�_PIPE �II�- 1 TOP OF SHELF O IPEV.OF INSTALL NEW PRE-CAST MANHOLE 2 %- 2R� 5:1 �2X�T {X I 3% 3 ASF�IALT PAVEMENT 3—, `Z 2% 5, TOP OF NEW 8'PIPE S-/ NON-SHRINK BASE AND BARREL SECTIONS. 3S GROUT CONNECT TO EXISTING 8'PVC SEWER LINE WITH SMITH-BLAIR 441T OMNI COUPLER WITH FUSION 3'ASPHALT PAVEMENT 5'WIDE SIDEWALK 6'.1'-MINUS CRUSHED GRAVEL ' - I BONED EPDXY FINISH, 1 FOOT 6`. I'-MINUS CRUSHED GRAVEL ROLL-OVER CURB @GUTTER OUTSIDE OF MANHOLE18',6"-MINUS SELECT SUB-BASE GRAVE8'PIP SLOPE 18%6'-MINUS SELECT SUB-BASE GRAVEL AMOCO 4552.NON-WOVEN GEOTEXTILE FABRIC,35'WIDE FROM BACK L 1"PER FT' OF CURB TO BACK OF CURB.MEETING MDT 1995 EDITION,STANDARD NEW 8"PIPE AMOOO 4552,NON-WOVEN GEOTEXTILE FABRIC.27'WIDE. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,SECTION J(, MEETING MDT 1995 EDITION,STANDARD SPECIFICATIONS 713.13 FOR SEPARATION/STABUZATION-HIGH SURVIVABILITY 9 FOR ROM AND BRIDGE CONSTRUCTION.SECTION 713.13 - •� FOR SEPARATION/STMUZATON-HIGH SURVNMUNY. EXISTING 8'SS TA` PLAN VIEW SECTION Rocky Mountain Engineers, P.L.L.C. AS-BUILT DRAWING x RAY H. CENTER 5653 ES Civil Engineering & Land Surveying SANITARY SEWER DETAIL q A 5 W 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ffn �P =` y1 1M) NOT TO SCALE UNLESS SIGNED SEALED,AND DATED, �� DRAWING FILENAME: /WM2-AsBIt-Cow,dwg 09/29/2003 THIS IS A PRELIMINARY DRAWING ! ,f MH fA-1 Sid. 0+00.55 4950.50 Rim Elev • Jr \ 1 4941.47 Inv.ln (W) _ 111 4941,27 Inv.ln (S) 84 4+00 3+� 2+00 1+00 ) 4941A7 Inv.Out (N) c} _ - -- - - - M /A-2, Ste. 4rr76.43 - --- - --- .- 1 .7• - 1, MH A sta. o+ooss i f 494a.93 R1m Elev P� Installed 1 Connected w pr ad mahole 8base and barrel p Sanitary er ' sections. o existing C *ewer ni ar[� ew 4943.38-1nv.ln(S) -- - --- _ _ - -_ 1 I I line with SMITH-BLAIR 441 OMNI COUPLER .]in ni Q •� e1 t 4943.18 Inv.Out(E) I Sa itary Sewer Line " a._111I- , fusion boned epoxy finlsh, 1 foot outside of O+ ' ' + I Installed 2'thick x 4'wide high-density Dow _- AiTM D3034 1 1 manhole. See Dotal on Cover Sheet. N c c C 'ne 3 w I 04'sLSt)oloom fr Sit Nigh+9 Load Insulation 6"oboes _-- ) I I vj I *ew*r line kom Sill. 1+90 to Sto.3+20 and ham -- _- I I f 4960 in&e e s „l 4960 Sla.4+78.43 to S .5+08 and above the s.Mce IY, I , o lines to L. at an 107. _ 1 I m ! 8 � �� 80 / III ' I ngv�s��� Proposed flit h ground LINE 'B' utr,le^' r,.,�1 I `�♦ Y g = g 4" Sanitary Sewer Service Locations y /• I g mm x'`" e 3 ",y.� J I Sta. 0+45 Installed 36' Right i - + Sta. 1+35 Installed 36' Left 1.0 ? pt'+� ,�.�o/I?gip I -- --- --__ - --__ - ---- -- n Sta. 1+55 Installed 36' Right A� i --`- I ' St.. 2+20 Installed 36• Lett I I p Existing ground, v Sto. 2+44 Instal d 36' Right f l l (Pr,D� I,, r\I I III 67 4950 - 4950 245.7 F. if 8"AS D3034 1 \ Y I 1 ;. 1 \ \), I I / SD 35 PVC O 0 5% Approximate M round water ,,ma�yy \ I I I ( y 22, wa o) IIE(0 \ \ I ------ -._.-. \ \ /� / , 10 uurtr 0+00 1+00 2+00 3+00 \R 75 76 71 78 / r\ rEaspt(tg �v I AS-BUILT DRAWING 74 -------- - I'll. '� ' CONCH GSrAnow 4970 4970 7 3 11 I Sanitary Sewer No th Meadow U cip > EE open Spew , J / / '• N //.�AA-3,Ste. 8437.60 495t.98 Rim Elov V A`'• c 4945:00 In"In( ,^\ I I � 494500 Inv.ln( E) �Q'1V7� 4944.80 Inv.Out N)_ -_ 4960 4960 y\2 II I I %• i'f 'y. 47 I AS-BUILT DRAWING LINE 'A' 8 • \` I 1 / / P Sanitary Sewer Service Locations $g c E E n j Sta. 0+71 Installed 37' Left $ c c c v W c o t I I Sto. 1+81 Installed 37' Left o r nit oEiE Sto. 2+43 Installed 36' Right -T �`'!- - �,&�--- - 1 Sta. 2+81 Installed 37' Left =« < m m a u •�N € 1 I I 111 Sto. 3+45 Installed 36. Right _ ++♦ i ri•i a+ Sto. 3+86 Inatolled 3T Left a o a ry a Proposed c 1 z AU" I I I Sta, 5+20 Installed 33' Right Y 4 ec + finish a:Y es~ 4 I I 1 I Sta. 7+33 Installed 26' Left =b E]sting ground 'c •n c ground 3 ten., I I I I I -MH /A-4, Sta. 9+96. 2 /--�) I I Sta. 7+67 Installed 26' Right 4950 a^ _ 4950 4952.84 Rim Elev / 1 I I I Sto. 8+52 Installed 33' Left o, ------- !( 1 ) 1 I 4946.71 I-Iri N I III Sto. 9+18 Installed 50' Right 2 __-- -- -- - -------- --------- -_--- - -- '-- �u __---_____ _ ! / O III sta, 9+90 Installed 39' Right 8 -- __- -- - - � 4946.71 Inv.ln S / I I 1 1 �I S1o.10+57 Installed 26' Left x Inalau 2'thick x 4' ids hdanai y Dow f / 1 fi_ STA: 0+11.18 V: 4943-23 Styrof 40 Brand Hi Load InsulDtl 6' 1 1 1 /8 R o S1o.10+60 Installed 47' Right p o zs nq•a e,e rover above ewer line ham la.1+90 to S a. 1 / f 48 49 50 Sto.11+54 Installed 41' Right STA: 0+11.16 EV: 4942.00 and ob va_Ace Ik,a to Lola 81 on 107. f 1 Sto.12+77 Installed 43' Right W op o propose ae•er line _ 1 Sto,13+66 Installed 46' Ri ht 355.2 LF.of 6'A 13034 MH SIB-1, Sto +49.75 I II Sta.14+38 Installed 42' Right 0'�% a955.72 Rim lev. I Sto.14+55 Installed 29• LeR - - - 74.4 L.F.of D30 \ \ ' %• 4950.63 Inv.O t I fl Sto.15+25 Installed }T Right SOR 35 P O 0.,M - waterAppro l ate ground (W I III g 4940 wafer( ay 22, 200014940 Seeitrry Sewer dine B I11 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 70 '1 Ms 3 1 2 I 4970 4970 -- - - GGE77, S nitar Sew r Y � +a ! III Lin A 'L� n e ASTMVD3034 �� .,`9 II �1 II 0 25 SO 100in •&- I v a e i - Shy II f I 01 on Spoof West Fleld w Circle so P a o 55 548 SCALE: 1"w 50' z v ^^ nit s� v ozvvg� eieoo /, /• 1 I IIII + cCd �aam ♦Y �/ `\ 1 1 I I I II I 4960 „ 41 v rp Proposed fl Ish ground in -- s -- 4960 V '� I j11II +W•.•.Z-� o - I i i itnn,n i 11 / I I IIII E g c c I r a m ------- San2tar Sewer Zino A' 1 � - ..3 _--- " --- \ '1 y I Il IIII n rn p a m Existing g nd = •IO 8 Y 7 ------- i <n AtlEY II III g \IJI 118.8 4F 35PVC AS 0 1. Q i 6 V / , \ \v `\ ;// 11 I I f - 34 4950._-_ -_-,,' --- --� -- ------ --- - -- - n 202.4 4F 35 VC O 1.57% -1 - �- 50 SDR 49 MH iA-6, Sta. 14+09.21/ �� 56 i lit Z 4957.88 Rim EleY-' III I11 gSTM 030 4952.07 Inv.ln"(SE) I I 4951.87.IAV.Out(N) 7i I'I _ - SpR 35 F C O 0.88% T}W TA: 11+91.78 V: 4948.40 r 5.q , f I I ASTM _ I f 8 apo wli a Goa 11111 r SOR 5 P Approxlmale pround wall. - -- �I It 4 - �4" (way 22. 2 ) AS-B ILT DRA ING \ If STA: a+25.9 ELEV«oa ny76 I 67 ` "i�'I1 �` ;;gg \MH II Sto. 15+29.85 \ { I 4940 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0040 4959.54 Rim Elev 11 4953.70 Inv.Out(NW) 1"1 DESIGN BY DATE DRAWN BY: DATE- DRAWING SCALES: DAJ 01/03/2002 DAJ Ot/03/2002 wV7 ne 0��ry7 4, REIASIONS DATE CHECKED Y: DATE PLAN VIEW: HORIZONTAL 1" = 50' Rocky Mountain Engineers, P.L.L.C. ��� ��^'DO VJ caJIJQD�V�2J�OW paa�� � ��4 9-W.-2t0o DAJ �o (rn� In--��YJ �yy]I� I� ry� f�, I� 5653 ES woNa:m s dUQW��QW 11 Q3 lMSN LSUMNJ Q S U RAr H CENTER CONTOUR INTERVAL: t' e e e Areuut D.a•v,q 29-Spt-200J AOR Civil Engineering 8L Land Surveying %y2 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 �`ly FfR s T a P��- pRAWING FILENAME: /WM2-AsBlt-Sewer,dwg 09/29/2003 VERTICAL: 1" = 5' I $ /f 76 7� .l I I,\ DP I 4960 \ Sanitary Sewer Line C� l y t +W\ p& � \\ 1 Sanitar Sewer Line--£` 4960 K- � ' oE' 1 \ 18' PVC ."0 xl.xl 7 4 -- npnn gri ui,c m �a LINE ni MH /A-3, +p♦♦♦ "r 4" Sanitary Sewer Service Locations ♦,p a a = Sfa.O+OOC=Sta.8+37.60A � \ s«4 4•• Sto.0+81 Install 36' Left 4951.87 Rim Elav 1 4945.15 Inv.ln (SW) / f +00 0+00 p , jr 4945.1S Inv.ln (NE) / / �L_ 4945.00 Inv.Out (N) /4950 --- 4950 _ M 2, \MN Il Sta 0+86.48^'I ao S/4 �0 Rtm2 Ew.72C \4953.800 Rlm El vW/ •N /C-1, St 1+22.73 4946.55 Inv.ln S2.5 L.F. ASe c l A PVC SOR 35 % ( ) ' l952.54 Rt Elw O - -- 4945.:0 In.In(E) All Inv.ln (E) \ 44 / 49415. 0 In.Out(SW) 4946.35 Inv.Out(W,) ,, I Appmxlmate ground wdler '.7` \ (I ow) y 22. 2 AS-BUILT DRAWING 46 45 II 1 m \ Sanitary- Sewer 47 Line E'' ; 4940 0+00 1+00 4940 ; 43 ob I 4970 -- --- - - - - _4970 Sanitary ewer g 11' Min. t [0 €Cz \ Line a ��\ . 1\ (4 ei +u TA: 9+85.40 V: 4952.67 I paw ii:/ 42 \\ p _ WoMIMea 9 3�• 4960 n -- +W... c c p - Sai n o` 4960 e E_ i sc `0 N r.)N xpI M ro sad flnl h round _ - nl,,I- c N ♦ V O O p0 g __ -^- __- Existing p no _ TO. 4950 -- --- _ --_el+Tr 1 TM D - 5.35 RNn'ENv LI ey. R 35 PVC c 4950 SD \ ,^\, (S) in O 0. \ 1 /49/t.so Inv. (N) 137.0L.F.of 8' AS D3034 118.8 LF. 6' ASTM 0 34 35 PVC O .40X ASTM 0303 Approzlmab round water SOR PVC O 0.4X _ - SDR 35 P O 0.88X (May 22, 2 W STA: +52.62 ELEV: 946.31 52 II 11 Oar roDo1 0 25 50 100 I 4 0 11 SCALE: 1"= 50' ,', oaf , 4940 0+00 1+DO 2+00 3+00 4+00 5+00 6+DO 7+00 8+00 9+00 10+00 4940 LINE 'C' 4" Sanllary Sewer Service Locations ' 8" PVC Sta.0+76 Installed 29' Right ', w '�i ASTM 03034 Sta.1+45 Installed 6' Left ,�', $ .✓\ 4970 - 4970 Sla.2+45 lInstalled 6' Right - - tA 39 v n Sta.3+10 Installed 31' Left 1. Sani ary ewer Sto.4+12 Installed 26' Left / u+ ^ rn ; �';_ Sta.4+75 Installed 47' Right m Ailline 16 W v w '3 Sta.5+12 Installed 27' Left 8 ° °0 Sta.6+12 Installed 35' Left Q - aII._'c -- vai St0.6+64 Installed 36' Right 7III III 5 8 5 9 J / $ op a N Sta.7+16 Instolled 6 Left 5./ i I I (f; g Y N r Sta.8+16 Installed 6' Left ',I I I m ' Pmiso finish gro nd i+n n n .pi�opl.m Sta.8+28 Installed 36' Right 3` YAT 41 I i + Sto.9+16 Installed 6' Left !OQ- ��� V 1 / IIII / 4960 p 4960 I I I I O ', - I I I j I I Sanitary Sewer Type D' C?1 I Existing ground - LINE '0' 4" Sanitary Sewer Servlce Locations 0+00\ I I 1+00 \j 2+00 3+ 4+00 4+4442 -_ 328.2 L.F,of 8'ASTM 3034 STM 03034 Sta.0+O5 Installed 30' Right SDR 3 PVC O-0.8 X 1 2 LS-a' 1 35 P�r- .28X Sto.0+67 Installed 6' Left Approz ots ground water Sta.0+93 Installed 6' Right - - - (May 22, 000) g Sto.t+57 Installed 36' Left • 4950 0+00 1+00 2+00 3+00 4+00 5+00 50 Sto.2+24 Installed 6' Right c Sta.3+14 Installed M. Right MN/p-1, S1a. 0+00 11 III IIII -\3 i Sto.3+45 Instolled 6' Right 4i80.76 RIm El" 1 4955.22 In Out(E) \ I! 1(p, St°.4+sD Installed 6' Right If +ill 6' PV _ _ �• PVC v / Ifl I ASTM 30" ASTM D303t ��ro9es IIII -- _ 63 �,,, �62 61 ', 6 III(IIII - - MH /C \ MH III Sta. 4+44.42 \\ III Illll Sta.3+3 20=Sta.9+96.77C 4959.92 R1 Elw .. \/Ilil lffll("., 41l RIm Elw 4954.32 Inv, ut (W) AS-BUILT DRAWING 4952.96 Inv.Ir, (W) 4:52.98 Inv.ln (E) 452.76 Inv.Clut (N) AS-BUILT DRAWING DESIGN BY DATE DRAWN BY DATE Rocky Mountain Engineers, P.L.L.C. i�5, DAJ REVISIDNSSAJ DATE/03/2002 CHECKED BY. DATE: /03/2002 PLAN VIEW: HORIZONTAL: 1" = 50' ��� M�'^'DO W �IJQDO lJ bU�OL1�J Lr WLr 1 bULS L5 �f���� n.AIONEI m 5 c gy RAY DAJ H.CENTER CONTOUR INTERVAL: 1' :`+ 5653 ES A•-e"n,o.o..,y zs-s.p,.-xom Aoa Civil Engineering & Land Surveying J PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 qff I t ' DRAWNG FILENAME /wM2-AsBlt-Sewe1dwg 09/29/2003 VERTICAL: = 5' QaQ ��4 �EGLILLVrI o t ' L E ISTING GR NO PROFILE Ind v \ I 7cJ 76 77 78 I I+# 18 WATER AIN NE ST ELDV W CIRCLE \ --- STA. 1 TEE. - INSTALLED STA. 0+26.33]IN, TALLED GRWND WATE F.H.ARROW CAP BOLT. TEE,W M GALUC - N A F..ARROW CAP BOLT. `\ I N T M I STA.3+90.00- IN TALLIED 8' WJ.RESTRAINT PIPE,AND FIRE YDRANT W \ GATE VALVE W MEG LUG M.J. / N A SURFACE S/22 2 / AUX.VALVC AS M9LY / I �� I RESTRAINT AND VALE Box 4950 /MECALUG G . RESTRAINT) PROPOSED FIN SHED GRADE T—wi 4950 74 W W W ---- — — — - — --- lj. I COVET L(MI. ) ee j IMU SS STA. 36.22 -INSTAL D -- - - -- - -— /r M RATION 8 11 ND 22 BE S W/MEGALU M.J. RESTRAINT + - -- - "- VALVESTALLE 8D '30L0 73 REMOVED PLUG AN ' _ i z / W TA. + N INSTA d NSTALLED 8 GA4940 p ; + - ' \ _- 4940 G M.J. RESTRAINT8" 111L' BEND W/MEGAL -RESTRAINT > tiW6, S1 D.L.►IrE y 4 1�• Ai W i •�_=r _ �u� i ..1 �q' m z �-46 45I �< J �1= �; o 7' STA. }+95.00 - INSTALLED +o c q n i n 7 2 / 4 7 PIPE,AND FIRE HYDRANT W F F i d j k'z 1' 10 l AUX.VALVE ASSEMBLY _7 a�.. n d l r n 1 �i,3l S<t rri 3 q 3 a+ (W/MEGALUG M.J. RESTRAINT) -'^I N STA. 6+02.24 - INSTA ED 3' 4930 - - _- - 8 11 'AND 22 ' BENDS AS-BUILT DRAWING 0+00 1+00 2+00 3+00 4+00 5+00 6+00 4930 W/MECALUG Y.J. RESTRAINT 7 1 I STA. 6+98.55- INSTALLE I 8 11 ' BEND W/MEGALU PROPOSED FINSHED GRADE 3 M.J. RESTRAINT 48 4 4960 NOTE: EXISTING CR ND PROFILE _ 4960 _ - THE GROUND 1 URFACE SHALL BE BROUGHT TC FINISHED GRAI E ;ROUND WATER WHEN THE WA ER LINE IS INS ALLED TO PR ENT FREEZING F - RFACE 5/22 2000 ' THE MAIN WHENFROST IS IN THE GROUND STA.8+02.88 - INSTALLED e xe TEE, MECALUG -- se 8.5'MIN. M.J.RESTRAI _ - I SS COVER(TYP') MINIMUM 70 ON 4950 es oe EPARATI pA 51 DJ•PIPE \ - — 4950 STA.8+45.26 - INSTALLED 8' GATE VALVE W LIEGALUG --- M.J. RESTRAINT AND VALVE _ BENCH MARK F.H.ARROW CAP L7. Z ]m . - = 7 4 CIT7 F N PIPE,AND FIRE HYDRANT W _ _ „u i w AUX.VALVE ASSEMBLY / 5 5 0 t o c n I = (W/MECALUG M.J. RESTRAINT) 4940 w J __ $ •\ 6 - '�m - - z -a w S 4940 69 3 STA.9+28.52 - INSTALLED 4 4 8 11 'BEND W Y.J.RESTRAINT c OF q W � WATER AIN NE NEST ELDVIEW CIRCLE � s s � V. F sib C,qi l+ ' 31 4930 4930 68 7+00 8+00 9+00 10+00 11+OD 12+00 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+25.38- INSTAl1E0 56 8 22 ' BEND W MECALUG M.J.RESTRAINT 57 I 58 59 x• \ `. \s fb I BENCH MARK F.H.A OW CAP BOLT. STA. 13 I.71 - INSTALLED V= 89 CITY OF BOZEMAN T GATE38 \ WA3 4 WATER SERVICE STATEIGNING L 6 7 M.J.RES RAINT AND VALVE a / x LDT Ne, STATION IbICTH 78 0+58 2s'AT STA. 11+51.6D- INSTALLS 7dy.� -W W W \ - r6 2«3�8 1T AT 8 22 'BEND W MEGAL _ LT M.J. RESTRAINT 3 4+00� - - - = 76 2+50 23'AT b 3+32 48.LT ,ot witls tr9N 'b - - - - - +00 ----- 7 3 +� _ 7S 3+32 31'R7 rHNin a 20 STA. 12+34.38- INSTALLED - --- '1 +00 - - riOe peuDlic 8 22 BEND W MECALUG 14 4+60 32'PIT sslrion ccess M.J.RESTRAINT 47 ♦+95 35'LT 72 6+16 27'RF anent. __ -_: _ \ 73 5+45 36'RT W _ 71 7+02 23'RT 1 70 8+1w 25'Rr 66 STA. 13+46.77 - INSTALLEN W STA. 15+81.5 - INSTALLEDW— - - - \ 69 9+00 2S'AT 8 X6 TEE,8. l.F. OF 6 D W '0,, \ 68 10+09 27'RT - - PIPE,AND FIR HYDRANT W/ - STA. 17+71.14- R P U Y.J. RESTRAIN .'F AUX.VALVE SEMBLY INSTALLED 6 CA VALVE W/ 67 f0+60 32'RT (W/MECALUG M.J. RESTRAINT) ' MIGALUG Y.J. R TRAINT AND VALVE \ 'y 56 11+25 43'LT 65 6 - sox. 1 66 11+0 23.AT -- 6 `Jfb 6 2 /1 6 O 65 12+02 33'AT Y6 57 13+25 47'LT 84 13+25 /7'R7 1 ' T- 58 13+92 47'LT U' 63 1l+SS 1T AT 59` 14+97 25'LT 1 I 62 15+49 1T RT 61 16+12 47'RT ' 60 17+33 b AT 1 f I 0 25 50 IDo -- - - -.__ --- —_- 09ff� _ I SCALE: 1"= 50' 5 f°°' ""```°��— 0961, - — — AS-BUILT DRAWING AS-BUILT DRAWING �T3Tq q,, DESIGN By DATE DRAWN BY DATE W�@U .� DAJ 11/12/2001 DAJ & AOR 01/08/2002 DRAWING SCALES: Rocky Al o u n t a i n Engineers, P.L.L.C. K'i REVISIONS TECHECKED By DATE PLAN VIEW HORIZONTAL: 1" = 50'RAY H.CENTER mPelNec �'DA 0-Ap.N-zOOD DAJ W L.S.)T�MOW� 7C�4 C �C dD�I�C G7 C�OG,3C�dL� Lf1JL5L5 m. Iawmcs CONTOUR INTERVAL: 1' $653 E$ i AS-BVILi DRAWINGS 29-Sep/.-2003 AOR Civil Engineering 8L Land Surveying ��� PROFILE VIEW: HORIZONTAL: 1" = SO' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859 '`4�ffR TEt __J /WM2-As8lt-Water.dwg 09/29/2003 VERTICAL: 1" = 5' 4 111 AND DRAWING FILENAME: - - - __T ` - NOTE: WATER MAIN LINE RUNGALOT LAN THE GROUND SURFACE SHA BE BROUGHT i1NIEHED GpADE WHEN THE ATER LINE IS I STALLED TOP EVENT FREE2 OF THE MAIN EN FROST IS IN THE GROUND 4960 - _ -- - — 4960 I PROPOSED FINISHED GRAD STA. 0+DO - CONNECTED TO E%ISTIN GROUND PROF LE __- _ _ - -—-- -- 8%8 TEE,W MEGALUG - - - M.J. RESTRAINT RFAC GROUND WATER E 5/22 2000I 8.5'WIN. 0 _-- - a COVER(TYPJ � 4950 —� -- 4950 NEST nno*w 61LFGYJ* SS 733 L.F.8' SS 51 0.1. MINIMUMSTA.0+05.00 -INSTALLED STA. 0+11.}1 - INSTALLED 8' SEPARA N 8 11 BEND W MEGAL I I.5• - - - - -- _ _ ° M.J. RESTRAINT GATE VANE W TMEGALUG N.J. 8 I RESTRAINT AND VALVE BOX W� 44 wy p j x p i Z • Z x pp WATER MAIN - RUNGAI CW L NIE W o um ? W W 3/4"WATER SERVICE SLANONINO iu I i> 13 I;= 45 0 4940 i$ - i 'zN� <i Diu 3 - lu m;� n�z 0+97 39'LT °' 4940 p czpi= I; li> 4�-; I» li 13 43 1+96 36'u ^�« iGx I ;_ 42 2+98 40'lT >< _ $ v n - 41 4+01 47,LT 7 8'CUSS 51 D.I.PIPE + i'. a�~z 8-BI.NLT RAWI1Kd + - •�' +�z -�I do S+ot 47'LT a C1� rnoi Iii�i o o-rc o> + °• u +> + + 39 6+00 47'LT q I mi Noi riiUrc N d3; uCY Nol riioi I I N W + I 4930 I - 4930 g 0+00 1+00 2+00 3+DO 4+00 5+00 6+00 7+00 it'Min. II f � 1 48 49 50�� 51 42 BENC MA K F.N. RROW CAP LT. W STA. 3+40.25- INSTALLED - V.H=4957.12. CI F BOAT + o D.I.PIPE,AND FIRE HYDRANT- - 8'CLASS 81 D.I.PIPE o W - STA. 4 05.31 - INSTALLED 8� /AUX.VALVE ASSEMBLY GATE LVE W MEGALUG M.J. (W/MEGALUG M.J. RESTRAINT) W W REST NT AND VALVEWBOX 1 1 70 1+ O — - STA.3+45.25-INSTALLED 8' +0 +00 _ GATE VALVE W MEGALUG Y.J. 1 RESTRAINT AND VALVE BOX ST 0+00-CONNECTED T 4 1 8 XD TEE,W YE A UG — 4 I M.J-RESTRAINT STA. 3+61.47 - INSTALLED } TEE,W MEGALUG - _ M.J.RESTRAINT ftft W' W W STA. 5.75.37 - INSTA D STA. 0+41.00- INSTALLED 8 W 1 8 11 'BEND W MEGALU GATE VALVE W MEGALUG Y.J. v STA.4+25 2 - DEFLECTED \ M.J. RESTRAINT RESTRAINT AND VALVE BOX �.s 1 1 Ssy 55 54 53 52 40; STA.4+ - N I �M TO X8"TEE,W/MEGALUG N W pT 3 M.J. RESTRAINT L - -7--T 4960 WATER MAN LIE ARCADIA LANE � ALLEY - •a960 39 NOTE: W THE GROUND RFACE SHALL E BROUGHT TO FINISHED GRADE PROPOSED NISNED GRADE WHEN THE WA R LINE IS INS LLED TO PREVENT FREEZING OF 1 THE MAIN WHE FROST IS IN E GROUND EXISTING OUAD PROFILE o --- STA. 6+84 - INSTALLED 8' 1 --- - 58 59 / 99 /� " ' a 8.S LAN. a GROUND W TER COVER(TYP.) SURFACE 22/2000 STA. 7+13.15- INSTALLED 8" ,N 4950 4950 GATE VALVE W MEGALUG M.J. MNIMW RESTRAINT AND VALVE BOX ARA X= gi 427 L.F.8"CLASS 51 D.I. PIPE --- --- WATER MAIN -ARCADIA L NE _ u i x 3/4"WATER SERVICE STATIONING 4940 u? =Y LOT No STATION LENGTH i W i b 0+86 25 LT - n O i 4940 u i i> I SS 0+D6 47' RT - I I 8 11 8 N W YEGALUC ;; u; 0 25 50 100 S A. 2.82- NN M.J. RESTRAIN TO 8 X TEE.W MEGALIW 3` 49 I+73 47' LT ^;p ' - - M.J.RE TRAINT $ 54 I+96 4T RT Hu$ SCALE: 1"= 50' �•+ ->.. 50 2+58 25'LT j 7� oc 53 2+86 47'RT <� = +X 1 w t 51 3+51 25' LT •> � < •xsJ 63 °`9Ey 62 52 3+75 47• RT N ni Gp� I 3s G C1Qz AS UILT DRAWING AS-BUILT DRAWING 4930 -I - 1- I 4930 0+00 1+00 2+00 3+00 4+00 rjTh, DESIGN BY DATE DRAWN BY DATE DRAW NG SCALES'i DAJ 11/12j2001 DAJ k AOR 01/08/2002 Y��34 Ga]C�C^QDOC�7 Rocky Mountain Engineers, P.L.L.C. Dry 9 i REt 11 DATE CHECKED Br DATE PLAN VIEW HORIZONTAL 1" = 50' H.CENTER AS-AS-BUILT DRma�to-� ID-Sftt-20o DAJ ����D�� ����� LrU �i I" "" I°o`°" CONTOUR INTERVAL: 1' Civil Engineering & Land Surveying 5653 ES i AS-BD LT DRAM NGS Z9-$pt-7003 ADR 0 A L ;`y PROFILE VIEW: HORIZONTAL 1" = 50' CVV7Cnl Off (1 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 41�ffR Af t► -' DRAWING FILENAME /WM2-AsBIt-WGte dwg 09/29/2003 VERTICAL: 1" = 5' [°OdQa �i3 "�'30 L1[� �r�Q4 IN CCSS LL�r CS t�. - - I _ I 4970 �5 foot wide trail_? _ - � - - ss�lss� ra � ssl� � er♦ a970 - - - -- sees \ _ �. Pvl s A = o+ls.D West Fieldviem, Circle r� e�{�`---- _'_-_-_-_--_` --_ \\.1111. I painted_yell" and flexible PVI E V = 4954.3 Ilt��l' /'� lt.1 ' I / delineators sh II be placed at the I A.E. _ -1.640 R ht Cu LOW POINT ELEV a 4951 60 \ J 1 1^ curb bulbs wt lost point. K = 15.863 LOW POINT STA a 4+63. 5 % ' 75 76 77 78 I I, 26. 2' VC 100 ' YG 6 00' vc \1+ N n q SA: 0+4 a..:f5 4 a V. 4O19r5/.20 n wa PVI STA 7+55T' r' ' tI + - I 4960 + N. - �"+ _ n n r4PVI ELEV = 1953 if- 74 I \ '1 ++ a + a `� o a A.D. 0.749 4960 ii � `I o v o ♦ „+,.. + a + + + K = 33.429 > es m m W W LL G V U U CARI AND STOP?SIGN ER C.O.B REF IGNS 1,245% se +� 1+ DWG No. 09810- -0 1 73 -0.75 0.5 % D � to Pro sad to back of curb / 4950 _ / ,J - I •' I - 1 q ground PVI STA = 4+58.60 4950 44 o a HIGH POINT TA = 0+20.9 Existing Approx, ground waterPVI ELE/ = 4951.51 �I ti u Moy 22. 2000 A.D. - 1.298 4 6 4^ � INSTALL STREET MARKER SIGNS I I � K 46.237 Y.J1 I Vh I I i� PER C.O.B.STD.DWG No.09810-111 I _- �- 0+00 1+00 2+00 3+00 4+60 5+00 6+00 7+00 8+00 I 72 6 7 4970 - --- - - - - ,n 4970 On 100.0 ' VC 60.00' V 1 .39' VC PVI STA = 18+6053 100. ' VC 100.0 VC PVI E = .294 3 PVI STA 11+00 o m A.D. = 4.294 - n ^ STA: 18+45.44 EL IV: 4960.49 N + to PVI STA IS+50 g � K 3.584 8 n PVI ELEV 4958.00 g PVI ELEV 4981.08 d to NOS l0 4ovewerab d + h ^ c a A.D. _ -0.26D h g- n A.D. _ -1.925 Propo ed top back f curb n m d ++ p „ ,Q+, n K = 3 3.134 • K = 1.936 a + a "� 6y,1 1 n + st PVI STA a 9+00 u as 4960 m W u i9 x 3 71 a .. PVI ELEV 4955.00 u - .693% U Li A.D. = 0.204 w -- _ _ - 4960 K a 4 59.220 E.I ling ground m '+to 48 4 6 34.74 ELEV = 4 5__l I -- INSTALL STREET MARKS SIGNS 1•2g6% ICH POINT E EV = 4960.8 Approx, g ound water A.D. = 1.1 3 1 .39-VC PE C.O.B.STD.DING N.09810-1 MIGH POINT S = 13+63.91 May 22. 2 300 K = 50.2 4 PVI STA 16+65.52 / LOW POINT ELEV 4959.19 PVI ELEV = 4961.27 St Fj Idvie Circle LOW POINT STA = 16+39.60 A.D. _ -3.125 7 0 4950______ _$ K = 4.494 4950 g' o zs So 100 ht Cu b AIIII SCALE: 1"= 50' �+ AS-BUILT DRAWING 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 T7+00 18+00 19+00 Is ioo. O' VC 100. ' VC St Fieldview Circle STA; 7+31.08 ELEV: 4960.44 HIGH POINT 11EV - 4960.52 HIGH POINT EXV = 4960.8d___--P1.P..&d top back f curb Nab Itlon b curb HIGH POINT TA 17+48. 9 55 e n to M ;y a eft Cu HIGH POINT S A - 12+65. TA: 7+3L08 ELEV: 4960.11 69 PVI STA 7+03.83 ' r PVI STA 8+51.61 to + LOW POIN ELEV = 4951.86 ' +7 + 4960 "1 PVI ELEV = 4953.13 _ PVI ELEV 4955.00 -0.828 LOW P01 STA = 15+3 ,42 k3r6.'15'1 A.D. 0,767 0 + A.D. 0.383 a' - -- _ 4960 K a 30.305 > u K = 60.593 u uW > > Exl fang ground 0.500 aPVI STA 12+52.39 m Approx. round water a^ °+° ' �+PVI ELEV = 4961.08May 22, 2000 I STA 10 33.35 + $ A.D. _ -2.234 a 4950 - - __ + I ELEV : 4 58.00 1ri • K = 4.760 '^ v m t>u68 � A.D. _ -0. 45 > t ri W - - 60.00' V ' VC 4950 56 K = 4oe.8 1 i I STA = 15 33.67 PVI STA -\a } as �s u' VI ELEV s 41158.75 PVI ELEV =11960.65 A.D. = 1.5 7 100.00' V K = 39,5 A.D. -2.058 100. VC K = 17.816 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6 7 INSTALL STREEt MARKER S GNS \ 15.11' VC - - OW POINT E V = 4951.93 PER{.O.B.STD.OWG No.09810-1 n West ieldv ew CI Cle P STA a 0+2 .88 OW DINT S = !r 8.78 t , _ PV ELEV a 495 .85 ror20 - JJ. \ - 4960 - a� of A K = -3.51 -- - - w ^ 60.0 ' VC o _ Left vrb ,ublic I T L TREE?MARKER S +O o TA: 0+44.55 ELEV: 4954. 1 „ 4960 oases '1 - 15+00 76+ - D TOI�SIGN PER C.O.B. u irl *oft tranel",Me�YM + v i + i 17+00 18400 N 09810-1 s m 66 _ \ - _0' X OOOO `."0 ud Prop 1 p back of curb m Z >w �I ii\ ` n 0.500X 0.500 R _ - - , - V 5 i � ' I a' `\ � 1 '� g O � ¢for -O.S OX D _ +n I^ �I PVI STA a 0+37 O'96 I 63 O96a 62 61 60 4950 w - n PVI ELEV .515 ! ' 's - 4950 a - d w + A.D. 3.515 PVI STA 4+48.78 ' NOTV II curb bulbs shall be f^ 'w' K = .299 Exle Ing ground PVI ELEV 4951.85 1 pointed allow and IIexIDI! > p ground afar A.D. = 1.000 A rox. dallnaof shall be placed of the I ( ��M a 22, 2000 K = .000 curb bu s widest point. 1' V a _ __ __ _ ' f I 0+00 1+DO 2+00 3+00 4+00 5+00 6+00 U964 AS-BUILT DRAWING 1ht DESIGN BY DATE DRAWN BY A y , DAJ /OS/2001 OAJ 11/05/2001 DRAW TW7fs(�24 LAAJ�/,��W �IJQ��1J�c�J��W l✓L(lJ/"1laJ� L5 Rocky /VI o u n t a i n Engineers, P.L.L.C. r'9 RENSONS DATEE CHECK v DATE PLAN VIEW HORIZONTAL = 50'PAY H.CE AaeM c,xD bNb notr l0-APN-2002 DAJ Civil Engineering & Land Surveying IC��J %:^ 5653 ES Ae-8„et D,-ge 29-Sect-2003 CONTOUR INTERVAL: 1' (VY1f��S� 2�I�fl DR/7OI�ryy7 rn,�r'j(�lfl I = U�UJLLSSc�J LI L� L5L5 lJ IS UV `V' Ln] `V'LSLS ��� O� 700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 I PROFILE VIEW: HORIZONTAL: 1" 50'k fR AIA`LP` DRAWING FILENAME, /WM2-Asblt-Streets.dwg 09/29/2003 VERTICAL: 1" 5' pdQaQQ4 t tsawaa.� Install 6' wlde concrete cross-Pan and aprons Per - - -- - 7.64 VC 100.00'!VC 1 City ffg B02529 n1 standard - -- - -- - - ---- - PVI STA = 7+07.08 LOW P01 T ELEV - 49 3.17 Bu gala Lane PVI ELE = 4959.05 0+00 � CAC� LOW P01 T STA = 0+ 8.97 °' PVI STA = 4+41.63 _ A.D. -0.629 - - n 4960� - PVI T_A = 0+11.7 _ @St C !•b _ _ PVI ELEV = 4955.55' -- _- - K 30.373 _ _ 4960 -- - -T---- -- PVI V = 4953.1 Gi A.O. _ .81 t 0.68 + AID. = 3.832 P posed top b ck of curb m K = 12 284 1.924 - W ♦ - - j - , 44 45 + 'n Existg ground • yj Nri PVI STA - 0+19 4950 R PVI ELEV 4952.41 - ' __. _ _ - - - - tN -- 4950 1 .10• VC > VV K = 2.704 Approx. ground wal r 4 m ZiZi May 22. 2000 L- -- -- +00 2+00 3+0D 3+ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 - ALLEY' Sta. 6+41.34 to. 1 77.38 + Construct City of Bozeman Construct CH of B zeman 1.standard allev approach per standard alley pproa h par r standard droving 02529-7. standard draw ng 02 29-7. DD. va I P,rl STA 7+03.06 I - Bu gala Is PVI ELEV .958.8.84 48 49 50 51 42 PVI STA = 4+50 H A.D. -0.932 'I 8.18 VC III C&rb _ n PVI ELEV 4955.55 0 ,o _ K 25.376 4960 ( Install 6' Ida concrete Install 6' wide concrete 4960- -- -Y '' PVI S A = 0+12.0 �. m A.D. = 0.799 '^ 0.367 Clty o/8o and nion atandronsordr Pa p W m K = 1 5.139 'o w CI of Bozeman standard n n PVI E EV = 4952.9 Arc 1w 8D ♦ u % 9 + cross-pan and aprons r no a -Proposed o back of urb U. > u 1,29 1 Qrawln 0 29-1. drawing 02529-1. a+ ♦ A. = 4.990 rap P 9 a a u u u g ♦o 1.675 A m i _ _ mm - 9 0.500% 5' _ _ 41 m ♦n ExlstIng pro nd y _ 1+00 AqC4&4 LAW 2+00 n♦ se f, ^ PVI STA = 20.25 -- - 4950 - 4950 0 0 PVI ELEV 953.41 2 .45' VC a 4 A- ALL S7 ER GNS It lii IiiW A.D. = - .890 Approx. 9 ound wale E TC0.8.ETD:DWG KNo.01 8t -1 + m �W K = 1.673 May 22. 2 00 pS S e. B•vc sssA � -0+00 1+DO - - 2+00 3+00 4+00 5+00 6+00 7+00 8+00 55 54 53 52 40 " Sto. 10+15.94 1 Construct City o Bozeman standard alley pproach per - standord drawl 02529-7. AS-BUILT DRAWING � � g DO 1+00 2+00 3+DO 4+ 4 39 { Sto. 5+35.33 f Construct C of Bozeman standard title approach per HIG POINT ELEV 4955.88 4960 standard dr Ing 02529-7. of 1I 3• vc 3.84• VC 5 8 $ STA _ HIG POINT STA 2+56.40 5 g n m11 pNI ELEV = +16.99.90 ^ m TA 0+00 ELEV: 4953.19 p STA: 3+27.8 ELEV: 4954.59 e+ 1D0.00• C of sidewalk Pr posed flowlin Back of sidew k A.D. _ -5.451 n PVI STA = +93.59 so „ of alley 0 oO1 K = 2.079; g ^. PVI STA = 2 36.40 $ ^ PVI ELEV = 4954.96+ Y- -- �4960 _ _ -L00X I ELEV = 41156.00 1.00X N r%1 1/1,J + N 4 P ✓i W 0! M a Mn, A�, u uu ♦ A.D. _ -1. 00 N ♦ K = 3.126 > Prop back old clop K = 100.000 �', l:i + a U V u N ♦ 4 x W C -O.SOOX �3S i EtrlNlnq Around - 0. 0 X-- -- ---- - - X - - 4950 c. - - m m u 4950 - ----� - Approx.May ground wafer m ^ Approx. ground water -� ei vi Moy 2, 2000 N May 22. 200 q 4 P x♦i8 n MP PVI STA = 0+05.66 ♦ ♦ 40'00, V r �o PVI ELE = 4954.23 E Isting ground W 11 --- 4950 -- .. Ea > -- 4950 PVI STA = 2 33.92 �i K 2.419• Pitt STA = 3+8 .75 m orth Iley7_-:z_- POINT PVI ELEV = 55.53 Acadia Lane A.D. _ -2 000 aro pan and apron per P I ELD.EV = 4945.26 Cen to ln@ G City f Bazsmon standard 11.33• ------ --NOrt17 Curb K = 3.12628 _ 8.64'_ --. _ 4940 - DINT ELEV = 4955.43 4940 ' 6 3 0`g6`A 6 2 draw g 02529 1. �1 STA_2+33.92 V 100.00' c .eo' vc 1 S 0f00 ELE 4957.76 STA: 4+0 4S ELEV: 49 7.01 B k of sidewalkBock of sid alk m va, PVI S A = 0+08.70 = n PVI STA = 2{36.14 ! n m o N Propo d ❑owIIM e r 1 c a ^v PVI E V = 4954.86 'o VI ELEV = 4 56.00 1O V' m -� �4960 4960- - - of all' I - - - - ' i4960 1 49601 - -- c♦ +♦ =-t.941 - r A.D. = -1. 00- ♦ - - + + a - - K = 8.964 - W K = 100. 00 Gi n ♦ • 1.00R -1.00X - - In Proposed to In •• Ism back o1 curb >m to Zi Zi > > n ^ N / -1.441X 0. % -0.500 0.5 y - - m - - - - _-- -_ - _ HIG P01 55.87 PVI STA 4+03.30 Existing grou d� LOW POINT ELEV = 495489 HIG POMT STA + -% PVI ELEV = 4955.16 _- LOW POINT STA . 0+12 2 A.D. 1.000 Existing ground K = 22.800 0.00• VC Approx. ��d water 4950 -- --- --- - - 4950 4950 - - -- PVI A= 1+64.17 - - 4950 LOW POINT E EV = 4955.1 Arcadia Lane LOW POINT TA = 4+03.3 PVI E = 4959.4 S uth A ley 0 25 5C 100 AS-BUILT DRAWING Approx. ground water A.D = -2.� S utb Cub ktoy 22, 20 0 HIGH POIN ELEV = 49#9.30 ent@rll e Q J SCALE 1"= 50• 1 1 NIGH POI STA = 1+6�1.17 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 DESIGN By DAJ OAT1 /05/2001 DRAWN By DAJ 0ATE1/OS/2001 DRAWING SCALES: Rocky Mountain Engineers, P.L.L.C. `V yJ EVIS0N5 DATE CNECxED By DATE PLAN VIEW HORIZONTAL 1" = 50' E� ����Da� Ad'd cure Oulp n01r la-AprN-200Y DAJ III J LVNI( ( ) �I RAY H.CENTER As_swn wx«N,qs zs-Spl-zool CONTOUR INTERVAL. 1' i7 5653 ESCivil Civil Engineering & Land SVrVeyin9 �z� .. PROFILE VIEW: HORIZONTAL, 1" = 50' f1r�r�ry� C� CS 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 o1P c,T e 9 / / VERTICAL: 1" = 5' ql Eq A�`Cp�,r DRAWING FILENAME. /WM2-Asblt-Streets.dw 09 29 2003 Place#3 rebor as shown, I"from bottom surface of 4"thick concrete sidewalk steel plot. 6. varies 60. 6, LL Place/3 rebor 16"c-c both directions Section B—B Inlet Chose & Sidewalk SCALE: 1'- 2' A 96' Inlet chase width to be 60 inches. 4'.4'angle welded Place M3 rebor as shown In height 8.5 inches at curb side opening. to h steel plate 4"thick concrete walk typical both etlges of nlet Place K3 rebar as steel plate �6 Aron \ shown, 1" from bottom I X Y" surface of 4" thick concrete walk 90' Qg 30 Section A-A Inlet Chose & Sidewalk SCALE. 1"= 3' Inlet chase width to be 60 inches,height 8.5 inches f� at curb side opening. J \ 55 N. \ a Axe' G E 'al dW G \ R PAcµONC� o it is, 0 A \ 6 � E t S Plan View Inlef Chose & Sidewalk STALE I = i' ..�`O14 A!llll'r DESIGN By DATE DRAWN BY A E ^� q DAJ 02/07/Z002 pA3 02/07/2002 DRAWING SCALES- � (yy7 (�('�� �/J (�J� �1.f�/� //�/ROCMountain Engineers, P.L.L.C. T� sir RENSIONS DATE CHECKED A A0' ��L!� OO W �U[J 3F lJ R QOO PWL,,tN U @M�ffy PLAN VIEW: HORIZONTAL. 1" = 50' RAY H.CENTER CONTOUR INTERVAL. 1 ������ D�l�n an 5653 ES As-Built Drawings 09/29/2003 L5 5 L5 ��� O�Civil Engineering & Land Surveying , - PROFILE VIEW HORIZONTAL 1" = 50' 17UO West Koch Street. Suite 7, Bozeman, Montana 59715 (406)-586-4859 41PEq`st �PeP,`y DRAWING FILENAME /WM2-AsBR-St-Detoas.dwg 09/29/2003 VERTICAL: = 5' �b Q Mo M.9 4qI,AID II `\ S ;5", N'Y 4` U OrBY of �I OUTLET DETAL FOR DETENTION BA31N.4 ,.1 ♦ ♦ 11 1 Standard Drawing No. 02721 - Detention Basin - -„=detentio 1 / i� A i� \ NOT TO SCALE U' pond i I r_� - B- - Min, Irish I �d �8 VERTICAL SLOT INLET I Min. Finish I Min. mish Min. Finish ^ Floor Elev. I Floor Elev. I Floo Elev. I I I, / TO OUTLET STRUCTURE _ \ \ \ \\ I I 54.5 _J �.- 54_6--J �5.1 I I �los bed Detention pond ousts, \ / \ a \ L------ / L ---J ! -C ---J 10"ADS PIPE OUTLET 494T.95. See dethis shosC J/ / \ , \\ �b i _ DETENTION BASIN BERM 's BEST EW C/ Ef" \1 100-Year water surface Fi U.,r EAST Fl elevation from F.£.M.A. map. U6N 1 - �/ ( "/ _ (60' POw) / City of Bozeman datum. IR� ✓ I \ \ ` - 5� 13 - 1S6fZS6Y OUTLET STRUCTURE: p / /41n. Onlsh/1 r \ -, - 36" I.D. RCP SET A MINIMUM OF 12"BELOW GRADE 51ev I Flo I I (WASHED AGGREGATE SURFACE) ice\ II 5 I I I �4 I / 1� FILL WITH CONCRETE TO ELEVATION OF BOTTOM rd .! J `. OF DETENTION BASIN Jj:i Finis, L_4 '- A S Min. inisA Floor Elev.\ 1 -, IFloor Ievl 4` I 3-5/8"'WIDE VERTICAL SLOT(FULL HT.) i 54.5 / I 55.7 I FOR INLET TO STRUCTURE �1in. Finish V I J ! \ J Noll inbl opron and InIN a loor Elev.! II l_--t Z 10"ADS PIPE OUTLET / psr-city of Bozeman Nandarw. 1 55.8 1 See C.O.B. ondord drawing L \ I \ / 02529-12, 14. IMo1 chose wl h F Fir��iah / 1 lFlleor EIev1� v, roe.Bo 1 eho,NIpM Bs'N ! 54.9I ! I , OC taro else ponm . ses lelei a fr6f Marshy: ��\ ! - ►f ; I ITV I Area b / r r. t i 1 I I 'n + q / ALL E7 rvin FinisI e 71FIoor ElevA EvNtN _ r---h J �F Exlsling drainage difch/ os6► / 56_3_y Pond° / I 1 o be reciignFd$I `We In/Fin sh -� / 5or 6.2y.� 48 49/ 5 �I - / ' I Min. Irish I Min. Finish ry I Min. Finl, I I Min. Finish /I I 1 1 / _ Floor Elev. d ' Floor Elev. / .I in. Finish, \ 1 57.2 i Floor EIS I Flo Floor I I I I 57.7 / `loor Elev.1 L\ 57. I I - III I / i 567 J _ -rtJ L---� L----�-1, yl o 7© 1 / Year' n. F is Flood I \ a���a557 5 evh. lvow) I I I i'd / A 41 N g %Zone AE 1 LL__J / /hkp. Finish\ sra fl or Elev.l \ l C 57.9 � r {din. 111ieh 1 r 1g� IFloor ev I 1 or e.Ss o r 2d Floor Ele 1 11 D ♦- -� a r---� I 58.6 1 I� 58.5 dx I 18.6 5 I I I I I-- I I 1 \ 1 / Q -. /./ I` 1\ , I \L- -J _J' L-- C/'� J l G 6 1 / I I i �VIC I I, 1 / D 25 50 100 9r6i Win. Finish 'n / SCALE: 1"- 50' IFloor Ele0 Realignment of \\ \\L 59.3 J I I /II III // 1`59.33 �Oc existing drainage ditch. W i /"0 38 g 24 ` \ M71'r. Finist; 1 Min. Finish J Floor Elev.\ \ / h�Mw I / `I IFloor Elev\ \• 1 I- \ Min. Finish `'- \\ ! -- --✓Pr6►J ` ,Floor Elov. 57111111, 5 8 / \ I/ 59 \ / r - \� 1 Min. Finleel1pp I Min. F Ish I in. Finish Q - J \ \ \ Floor EIII4 I jjnn �1 4 / �. I I Floor/Elev. I\. I }Voor Elev. I I r \\ / /^^�� In. Fin?sh L �1 62.2(I I I 1.7 \ t1.7 Floor Inisn \ 6 f Roor Elev.)\ \ �--} I L- ---J L------- 1 I 6 6 I i m AS DRAWING / \ 62.2.1 , \ L---r----�I < _ 'qr6 / 1�l/► ' / f/ /lA n,Finish� I C FI or Elev. / 3.1 I I / C CLE 6/'Itow w b9sy� sr \�V / \ / Floor Elev. ' _ 1 Q� l \ / T7` NE1 r-MTn-mish-, r '-Flrlish-1 \ L 63.7 I F �v� /1�ho�l. M1in FEl 0 I PROPOSED F/NISHE� _ _ / ,` b ev. + �O6 81 \ 1 I FI 63.E v /A 8.8 p I�� Floor EIe4. 10I \ GRADE CONTOUR CO �d i\ ,/ //^3�'8 I 63.8I i Sur/ace drainage direction r_ I \ \ J ^O L-JslY-Jfl64 L--�sI�-J L.__61 -it I IL - QJ 0_ i \ / 1961, 196f 1 � 1 / Zone X Rocky Mountain Engineers P.L.L.c. TIh1j, DES GN By DATE DRAWN BY DA ' q DAJ & RHC 02/05/2002 DAJ 02/05/2002 DRAWING SCALES, G`�CL^pD07 pCi]G��C '�i� REVISIONS. DATE CHECKED BY: A : r PLAN VIEW: HORIZONTAL: 1" = 50' RAY H.CENfER As-Built Drawing 09/29/2003 CONTOUR INTERVAL: 1' CZo S�O�F� DID/Q�M/ �lF I o f1 Q(j bVLfLILSLS IJ Civil Engineering & Land Surveying 5B53 ESU LI Ln]LAAJ Lrtl[ 1 LtiJ[ 1�1L5 LrLS( 1W �D� OCR ' �� PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4yFfg17 `yssr``r DRAWING FILENAME: /WM2-A5BIt-Grodinq.dwq 09/29/2003 VERTICAL: 1' = 5' '4gtwiD...