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HomeMy WebLinkAboutLessley Estates LESSLEY ESTATES SEWER AND WATER MAIN EXTENSIONS VICINITY MAP LOCATED IN THE NOT TO SCALE CITY OF ]BOZEMAN, OALLATIN COUNTY, MONTANA ravel T F<c GENERAL NOTES: SHEET INDEX L- 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, 5TH EDITION CITY OF SHEET NO. DESCRIPTION t BOZEMAN MODIFICATIONS, 5TH EDITION. UNLESS OTHERWISE APPROVED BY THE ENGINEER IN WRITING 48 HRS IN ADVANCE, CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. AND 6:00 P.M., MONDAY THROUGH FRIDAY. C01 COVER SHEET 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR CO2 SEWER MAIN - PLAN AND PROFILE STA. 0+00 TO 8+50 [� CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CO3 SEWER MAIN - PLAN AND PROFILE STA. 8+50 TO 11+40 W \ �+ CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK, ALL UTILITY CROSSINGS SHALL BE C04 WATER MAIN - PLAN AND PROFILE STA. 0+00 TO 8+50 TS vI POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT N _ �. U _l CONFLICTS. C05 WATER MAIN - PLAN AND PROFILE STA. 8+50 TO 15+50 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER CITY AND MDT C06 WATER MAIN - PLAN AND PROFILE STA. 15+50 TO 23+26 W (j - r.� -1'":-- -"""' REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA AMENDMENTS). ALL TRAFFIC CONTROL MEASURES C07 CIVIL DETAILS �� \ SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. F \� 4. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, r ~ \ 7.r w a 31 \ "�';rt'pk. ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE W OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY OR = cn ,3 1437 COMPLETENESS OF SUCH INFORMATION OR DATA. - w Baxter larle 7 5. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE i PIPE BEDDING AND I BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. t- --. Vr 7r �0 _ -_y'� "- t - -- _ 'r •,` 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE f CONTRACTOR. 1458 z I � -I ti': - ---- 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL y{ rl BE BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. Pa 17 _ 8. SUBGRADE AND BASE COURSE SHALL MEET THE REQUIREMENTS OF SECTIONS 02234 & 02235 OF THE MONTANA PUBLIC I WORKS STANDARDS. THE SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF ASTIV _ I D 698. 1 /I - 'I F01R C0I,'NFlis 191 ICem 9. ASPHALT PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTIONS 02510 OF THE MONTANA PUBLIC WORKS STANDARDS AND COMPACTED TO A MINIMUM OF 97 PERCENT OF IT'S MARSHALL BULK DENSITY. S d � � 90, 10. PROJECT BENCHMARK IS THE ARROW BOLT ON A FIRE HYDRANT LOCATED ON THE SOUTH SIDE OF MAIN STREET AT THE Stat j INTERSECTION OF MAIN AND BABCOCK, ELEVATION = 4806.32, CITY DATUM. j '�"" ----- --- _ 11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL _.� ONLY. i f f` 12. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING WORK. v O t62I o m in m �}. T A�J,S W VI a' Q Cryry��IS LEGEND •s�9 , 4770 INDEX CONTOUR - EXT'G • FOUND MONUMENT AS NOTED 4771 CONTOUR MINOR - EXT'G • SET MONUMENT z 4770— INDEX CONTOUR - PROPOSED e CONTROL POINT 4771— CONTOUR MINOR - PROPOSED - POWER POLE STREET SIGN u WATER _ cc PROPERTY LINE SHEET COSH n� ri FENCE BOLLARD Civil Engineering32 DISCOVERY DRIVE -- - - S SEWER MAIN SEWER MANHOLE _ SEWER SERVICE ® SEWER CLEANOUT ZL BOZEMAN, MT 59718 W WATER MAIN 5< WATER VALVE Land Surveying PHONE (406) 582-0221 WATER SERVICE - FIRE HYDRANT ALLIED ——M—— STORM MAIN WATER WELL Geotechnical Engineering FAX(406) 582-5770 -OHP OVERHEAD POWER ® CURB STOP ENGINEERING S1-I IF"'ET LOCATION MAP G UNDERGROUND GAS LIGHT POLE TEL UNDERGROUND PHONE © ELECTRICAL PEDESTAL SEFRVICES, INC--- NOT TO SCALE E UNDERGROUND ELECTRIC ® ELECTRICAL METER TOP BACK OF CURB ® TELEPHONE PEDESTAL EDGE OF PAVEMENT ® GAS METER PROJECT ENGINEER: CHRIS G. BUDESKI, PE �° EDGE OF GRAVEL � GAS VALVE DESIGN ENGINEER: CHRIS G. BUDESKI, PE DEANNA L. GEBHARD,EI A DJ'eU LT ---------- EASEMENT LINE GUY ANCHOR LAND SURVEYOR: KYLE THOMPSON, PLS 0 TEST PIT ® STORM INLET 8 z STA. 2+82 (RT) STA. 4+89 (RT) 4" PVC SS SVC 4" PVC SS SVC �-SLOPE =Q;9-3.6% SLOPE = 25f 2.1% L = 4W18' L 18' STA. 2+45.4 (RT) STA. 3+29.6 (RT) x STA. 4+92 (RT) STA. 5+35.7 (RT) STA. 7+93.24 (RT) STA. 2+85 (RT) STA. 6+97.37 (RT) 4" PVC SS SVC 4" PVC SS SVC 4" PVC SS SVC 4" PVC SS SVC 4" PVC SS SVC r 4" PVC SS SVC ( ) / STA. 1+80 SLOPE = 49F 2.3R .r SLOPE z�lF 4R STA. 4+70 SLOPE _�1F 2.1�SLOPE = 4fF4.1R STA. 6+57.2 RT 4" PVC SS SVC SLOPE = 2R STA. 8+39.7 RT <\\ 48" MH 3 SLOPE _ �fL3.6 48" MH 4 ( ) SLOPE = 41f-ll 2.2R 4" PVC SS SVC \ X �- X 1 L = ' 16' �/ L = } �18' L =48+18' L = ice&18� L = Cr 18' 4" PVC SS SVC r STA. 7+63 L =.}�}. SLOPE = 2% L = 13� 116' 48" MH 5 ' 10' MINIMUM HORIZONTAL SEPARATION Q SLOPE = Y5E-1,3% I / 16' L =a5.5' EDGE OF MAIN TO EDGE OF MAIN L = 4 -?' '16' P L 15.5' 14-9 DI CLASS 51 WATER MAIN -- ro 8" SDR 35 WVC SEWER MAI w o / vl rn I.I o a to o i - - - - - Q - - 9-5 - - - o - - g o o 1" WS TYP. STA. 4+50.5 (RT)® U 01 ( ) SLOPEC S�R 3.5%SVC �i 30' WIDE =+7fY w I PUBLIC WATER & L 18, SEWER EASEMENT STA. 0+00 r EXISTING 48" MH 7 MAINTAIN 4'11 SEPARATION W _STA.6188 0+92 1 BETWEEN WATER AND I 48 MH 2 1 00 _ SANITARY SEWER I TYPICAL ALL LOCATIONS SERVICE. g � ~ L U EXT'G 8"1 SEWER MAIN \ STA. 0+28 REMOVE`-SEWEER MAN D CAP O EXISTING N AND CONNECT �Q-I PROPOSED SEWER MAIN. 1 �i MAINTAIN EXISTING SEWER GRADE. I _1 PLAN VIEW- SEWER MAIN NOTE: POTHOLE AND VERIFY LOCATION AND INVERT OF ALL EXT'G NOTE: MAINS PRIOR TO CONNECTION/CROSSING. IF DISCREPANCY IS FOUND BETWEEN FIELD CONDITIONS AND DESIGN, CONTACT CONNECT TO EXISTING SEWER THE ENGINEER PRIOR TO CONSTRUCTION. MAIN AT APPROX. STA. 0+28 m g m N N N N n m N a 6 onI°nl m 4830.0 4830.0 vi 4825.0 4825.0 m 'N N ayp y♦y{y{ O1 4820.0 4820.0 rna � II O 4815.0 4815.0 �Ilr Ilr m Ilr ri _ � o m o a+r -0 �o -0 =++?Or = ram =+ ?r �+II K¢ �n II�� 4810.0 4610.0 IIwm f IId'd' IIwx �as�� m���� uo��>� ao&zz avFzz + &zK +InEE?? avi¢?? 4805.0 4805.0 4800.0 4800.0 EXISTING PROPOSED _PROPOSED 4795.0 4795.0 SEWER SEWER r FINISH GRADE MAIN MAIN STA. 0+60 r 12" RCP STORM EXISTING _ - 4790.0 4790.0 DRAIN CROSSING ;"GROUND _ - I - 4785.0 4785.0 _ _ _ - - - - 1,214% I SLOPE _�,276% 4780.0 _ 4780.0 1 TO.576% SLOPE = 0.909R - 289.25 LF OF B" SDR 35 PVC ® aSLOPI: L.E).5%0.58Y ®SLOPE =8982-� 4775.0 87.57 LF OF 8"�SDR 35 PVC 286.00 LF OF 8" SDR 35 PVC 4775.0 84.27 LF OF 8" SDR 35 PVC 1 r 0.0 4770.0 + o ro m n m rn o o rn N A m ID ''N n tD m m'n m m T '�Ol O O O O N N N c� Y11'n a a n n m n m n m n m n m II::10 ODn n n ODm rn m m m rn m o, m m m rn m rn n n n n n n n n n n n hn n n n n + a a + a a + + < a a a a a a + a •+ 0 0 0 0 0 0 0 0 0 0 0 0 + o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 In 0 0 o 0 o 0 o In o 1 0 In + + + + + + + + + + + + t++ + r {_ + i O O N N n n a + vl N 5 PROFILE VIEW-SEWER MAIN A S e]BUI LT "s NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT #: 02-026 SHEET 1 REVISED PER CITY REVIEW CGB 7 6 04 0 30 60 0 10 20 T Nq LESSLEY ESTATES Civil Engineering 32 DISCOVERY DRIVE DATE: 03-26-04 C2 OF 2 REVISED PIPE SLOPES & INVERTS CGB 7 14 04 BOZEMAN,MT 59718 S-MAIN.DWG 3 AS-BUILT DRAWINGS RCO 9/9/04 1 IN = 60 FEET 1 INCH = 20 FEET E$1 Land Surve In PHON"E(406)582-0221 `°". SEVVElE2 MAIN STA. O+OO TO B+SO Y g LESSLEY ESTATES N.1080'"E ALLIED Geotechnical Engineering FAX(406)582-5770 PROJECT ENGINEER: CGB DRAWN BY: DLG ENGINEERING SEWER MAIN DESIGNED BY: CGB, DLG REVIEWED BY: CGB �� BOZEMAN,MONTANA SERVICES.INC. L:\2004\0P-0P6 STA. 10+85.33 ". HYDRANT LEAD-- CROSSING r! STA. 10+46.12 (RT) \,, STA. 11+35.79 (RT) 4" PVC SS SVC -,V 4" PVC SS SVC_ STA. 11+40 SLOPE = zM 4 SLOPE _-24- .3R 48" MH 6 10' MINIMUM HORIZONTAL SEPARATION L =46-7-L DGE OF MAIN TO EDGE OF MAIN - - - ---- -- N V 20.5 CLASS1 WATER MAIN F ' � W e o f W o 9.5, o 0 J 8" SDR 35 PVC STA. 9+60.6 RT W SEWER MAIN 4" PVC SS SVC STA. 10+02.6 (RT) SLOPE = 2W5.1% 4" PVC SS SVC L =ifrNl5' SLOPE = -2iG 4.2%- W L = i's.315.5' 7 30' WIDE \STA. 9+99.5 (RT) �y PUBLIC WATER k 4" PVC SS SVC a - SEWER EASEMENT SLOPE _�3.8% a x L = i r9 15.5' U r PLAN VIEW-SEWER MAIN NOTE: POTHOLE AND VERIFY LOCATION AND INVERT OF ALL EXT'G MAINS PRIOR TO CONNECTION/CROSSING. IF DISCREPANCY 4835.0 4835.0 IS FOUND BETWEEN FIELD CONDITIONS AND DESIGN, CONTACT o THE ENGINEER PRIOR TO CONSTRUCTION. m 4630.0 cmo 4830.0 4825.0 ? 4825.0 n n 4820.0 4820.0 a rn 4815.0 'F 4815.0 m+ o 4810.0 4810.0 PROPOSED EXISTING N Z 4805.0 FINISH GRADE I,1 GROUND', 4805.0 4800.0 4800.0 4795.0 _ _ _ - -- _ STA. 10+85.33 4795.0 8" DI WATER MAIN 4790.0 CROSSING�- 4790.0 1.543% 4785.0 SLOP = 1.89'- 4785.0 372.71 LF OF 8" SDR 35 PVC 4780.0 4780.0 4775.0 4775.0 4770.0 F4770 I a �o o 'a vi a ui ' m m m rn m m a m rn m rn m rn m m n n n n n n n n n n n n n i a a a a a a a a a a a a M O O O O O C O O O O O O N O O N O r, ` m Ol m O O + + PROFILE VIEW-SEWER MAIN ASAB ` /� T � I �Ji1/T $ V0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE T N PROJECT ': 02-026 SHEET AS-BUILT DRAWINGS RCO 9 9 D4 D 3D 6D D 10 2D LESSLEY ESTATES _ Civil Engineering 32DISCOVERYDRIVE DATE: 03-26-04 C3oF c„Ri c L� BOZEMAN,MT 59718 S-MAIN.DWG 1 INCH = 60 FEET 1 INCH = 20 FEET �- �� SEWER MAIN STA. 8+50 TO 11+-4O Land Surveying „,.,�6�,� PHONE(406)582-0221 LESSLEY ESTATES PROJECT ENGINEER: CGB DRAWN BY: DLG , ALLIED Geotechnical Engineering FAX(406)582-5770 ,A`� BOZEMAN, MONTANt51 ENGINEERING SEWER MAIN DESIGNED BY: CGB, DLG REVIEWED BY: CGB SERv,CE8.NVC. L:\2002\02-026\6Wg\WASTEWATER\S-MNN.Erg STA. 0+00 POTHOLE AND VERIFY DEPTH AND LOCATION OF EXISTING 8" WATER MAIN, CONTRACTOR SHALL SAWCUT EXT'G PAVEMENT AND CURBING AND _PROVIDE EXCAVATION, BACKFILL, PAVEMENT AND CURBING REPLACEMENT AND ALL MATERIAL AND EQUIPMENT AND INSTALL B" CL \ 51 D.I. WATER MAIN PER CITY OF BOZEMAN STANDARDS, CITY SHALL x HOT TAP EXT'G 8". CONTRCATOR TO PROVIDE TAPPING TEE AND GATE VALVE. CONTRACTOR TO COORDINATE AND PAY ALL COSTS. s PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 3" THICK. x I STA. 5+30 (LT) x OFFSET 5.6' LT STA. 8+00 V HYDRANT ASSEMBLY W 6" D.I. HYDRANT SPOOL 8" GATE VALVE /PER CITY OF BOZEMAN W STA 3+81.17 (RT) STD DWG NO. 02718-4 1" WS W/CURB STOP " 7.5' BURY p.i STA 1+76.13 (RT) STA 2+60.34 (RT) L =28.9' J STA 4+66.38 (RT) STA 5+87.76 (RT) STA 7+70.46 (RT) 1" WS W/CURB STOP 1" WS W/CURB STOP _X X 1" WS W/CURB STOP L =29.6' L =29.4' L =28.6' 1" WS W/CURB STOPL 1 PROPOSED 8" D.I. 1" WS W/CURB STOP W L =28.2' > CL51 WATER MAIN L =27.5' W _1 PROPOSED 8" p x x J FIRE HYDRANT ARROW SANITARY SEWER MAIN PROPOSED 30' L_0 BOLT ELEVATION = W 10.3' WIDE EASEMENT 4793.04 CITY DATUM .7^�, ICI N L,a _ 'III O0 0 00 00 0 00 00 x I � 19.T - - - o t V x II �. CURB STOP 1' BEHIND BACK STA. 5 I 0*TEE OF SIDEWALK (TYP) I [ J 8"X6"MJ W/MJR�1J - . IIII 1 L � J - - NOTE: PLAN VIEW-WATER MAIN INSTALL JOINT RESTRAINTS WITHIN 75' OF ALL FITTINGS, VALVES AND END OF LINE. 4835.0 4835.0 4830.0 4030.0 e O, W M p 4825.0 X 'n° X I n 3 n X n 4825.0 2 e 3 e x 4820.0 4820.0 0 >o 4815.0 0 w m `� 0 4815.0 OII ' v rn wW+ +,II +II O+II a00 II 4810.0 oQ� o _oW�W `Om� o+l 4810.0 m1z Z of j xa� Oaj 4805.0 m N� m in? m z 4805.0 4800.0 4800.0 PROPOSED 4795.0 FINISH GRADE _ 4795.0 RIGID BOARD INSULATION --- 4790.0 _STA. 0+83 4' WIDE, 48' LONG, 2" THICKNESS _ 4790.0 12" RCP STORM - - - - - f - DRAIN CROSSING - -- --- EXISTING --- -- 6.5' MIN. COVER GROUND 4785.0 _ _ 4785.0 4780.0 _ _ 4780.0 850 LF OF 8" DI CLASS 51 WATER MAIN _ 4775.0 RIGID BOARD INSULATION - _ _ __- 4775.0 4' WIDE, 16' LONG, 2" THICKNESS 4770.0 rM) yyryryryfff•••� �ryfl,!. a O Ny . N N p N m Om N m O 0 O aJ ai O 00 00 OD 00 .0 m W mD Fmm m .0 m m 4770.0 m 0, r n n n r r n n r n r n r n n n n n r n n n r r n n n n n n n n r I n a a + e a e e a e e e a a e a e e a e e r e e e a e e e .►e e e e e e a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O m O N 0 m 0 M] O 0 O N O N O N O � + + + + + + + + + + + + + + + + + + PROFILE VIEW-WATER MAIN ��e�� q I L� - NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE 1 1 AS-BUILT DRAWINGS RCO 9 7 04 0 30 60 0 10 20 ANq KAaLLIED PROJECT 3: 6-026 LESSLEY ESTATES SHEET Civil Engineering 72 DISCOVERY DRIVF, DATE: 03-26-04 !'�,1 OF "� CHWS l.`t WATER MAIN STA. 0+00 TO 8+50 Land B02EMAN,MT59718 W-MAIN_ 1 INCH = 60 FEET 1 INCH = 20 FEET Surveying LESSLEY ESTATES No.iaexs ac PHONE(406)582-0221 PROJECT ENGINEER: CGB DRAWN BY: DLG , Geotechnical Engineering FAX(406)582-5770 A BOZEMAN,MONTANA WATER MAIN DESIGNED BY: CGB, DLG REVIEWED BY: CGB L:\2002\02-026- -g/WATER/W-MAIN.Erq PROPOSED 8" PROPOSED 8" D.I. STA. 12+00. SANITARY SEWER MAIN CL51 WATER MAIN FIRE HYDRANT ARROW BOLT ELEVATION = PROPOSED 30' 15.1 STA 13+46 4800.27 CITY DATUM J WIDE EASEMENT (p 45'BEND STA. 10+62 8 0 14 9' MJ W/MJR OFFSET 16'5' LT HYDRANT ASSEMBLY N W/6- D.I. HYDRANT SPOOL STA 10+70 STA. 13+67 PER CITY OF BOZEMAN 45'BEND STA 12+97 OFFSET 13.5' LT STD DWG N0. 02718-4 MJ W/MJR 45'BEND HYDRANT ASSEMBLY 7.5 BURY -MJ W/MJR W/6" D.I. HYDRANT SPOOL I I PER CITY OF BOZEMAN I STD DWG NO. 02718-4 STA. 10+62 (LT) 7.5' BURY 8"X6" DI 90'TEE I FIRE HYDRANT ARROW STA 10+09-I MJ W/MJR BOLT ELEVATION = 45'BEND 4799.40 CITY DATUM MJ W/MJR STA. 13+57 (LT) B"X6" DI 907EE a MJ W/MJR 14 • STA 9+78.52 (RT) 1" WS W/CURB STOP STA 13+83.51 (RI) /z L -27.25' 1" WS W/CURB STOP L =20.5' 00 II 1 STA 8+91.)(RTp) STA 14+69.34 (RT) 1" WS W/CUR L =28.2' ilk 1' WS W/CURB STOP L =20.5' JJ� B I I MATCH LINE SEE SHEET C4 MATCH LINE SEE SHEET C6 PLAN VIEW-WATER MAIN 4835.0 4835.0 4830.0 4830.0 4825.0 X x rn x rn m 4825.0 x < x v x a x a x a 4820.0 3 4820.0 w o on �m Z J 0 oLi w 50 Z! _ < . 4815.0 m0 80 m v m m 4815.0 00+11 �OF N+II QO+II +II +II +II 4810.0 _sir x o: �_�� ���w1 4810.0 NZ �� O Z � > O xa>00 Z 4805.0 mF0Z Z Z 4805.0 PROPOSED �FI ISH GRADE 4800.0 4800.0 4795.0EXISTING 6.5' MIN. COVER _ _ 4795.0 GROUND 4790.0 -- 700 LF F 8" DI CLASS 51 W TER MAIN � 4790.0 4785.0 4785.0 I 4780.0 4780.0 4775.0 4775.0 I 4770.0 4770.0 NOTE: s ci cj nv nfa na na no^ o � 4 $n n n nY INSTALL JOINT RESTRAINTS WITHIN 75' OF m a m ID m rn m g° °n° 00 rn ALL FITTINGS, VALVES AND END OF LINE. a w a a a 0 0 0 0 0 0 0 8 8 o 0 8 0 0 0 0 8 0 0 0 0 0 0 0 a S o 8 o S 0 g m Q� O) O O + + + + +1 + + + + + 1' i n < v $ PROFILE VIEW-WATER MAIN e 7 �� x l�J "s NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE iq PROJECT N: 02-026 1 AS-BUILT DRAWINGS RCO 9 7 04 0 30 60 0 10 20 Nq LESSLEY ESTATES � DATE: 03-26-04 C5HEET� Civil Engineering 32 DISCOVERY DRIVE J WATER MAIN STA. 8+50 TO 15+50 L� BOZEMAN,MT 59718 W-MAIN.DWG of 1 INCH = 60 FEET 1 INCH = 20 FEET Land Surveying PHONE(406)582-0221 LESSLEY ESTATES o.ioexe x PROJECT ENGINEER: CGB DRAWN BY: DLG ALLIED Geotechnical Engineering FAX(406)582-5770 BOZEMAN MONTANA ENGINEERING WATER MAIN DESIGNED BY: CGB, DLG REVIEWED BY: CGB «" 9ERVICEs,wG L:\2002\02-026\"g\WATER\W-MAIN.Clq z STA 23+03 I I HORIZONTAL DEFLECTION STA 23+13 j Lf i HORIZONTAL DEFLECTION STA. 18+32 (LT) STA. 23+26 POTHOLE AND VERIFY DEPTH AND LOCATION OF EXISTING OFFSET 13.5' LT HYDRANT ASSEMBLY '� L� I 8" WATER MAIN. CONTRACTOR SHALL SAWCUT EXT'G W/6" D.I. HYDRANT SPOOL PAVEMENT AND CURBING AND PROVIDE EXCAVATION, PER CITY OF BOZEMAN BACKFILL, PAVEMENT AND CURBING REPLACEMENT AND U STD DWG NO. 02718-4 I ALL MATERIAL AND EQUIPMENT AND INSTALL 8" CL 51 F STA 15+90.25 (RT) STA 17+71.95 (RT) 7.5' BURY STA 18+94.96 (RT) STA 19+78.78 (RT) STA 21+01.47 (RT) STA 21 W/CUR (RT) D.I. WATER MAIN PER CITY OF BOZEMAN STANDARDS. 1" WS W/CURB STOP 1" WS W/CURB STOP 1" WS W/CURB STOP 1" WS W/CURB STOP _ 1" WS W/CURB STOP 1" WS W/CURB STOP CITY SHALL HOT TAP EXT'G 8". CONTRCATOR TO L =20.5' L =20.5' L =20.5' L -20.5' L =20.5' ; W PROVIDE TAPPING TEE AND GATE VALVE. CONTRACTOR W L =20.5' FIRE HYDRANT ARROW TO COORDINATE AND PAY ALL COSTS. PAVEMENT xj PROPOSED 30' BOLT ELEVATION = PROPOSED 8" D.I. REPLACEMENT SHALL BE A MINIMUM OF 3" THICK. 15' WIDE EASEMENT 4793.13 CITY DATUM PA CL51 WATER MAIN p W O 15, - O O O O z a , I - I _ I1��4 STA. 16+00 µ4 8" GATE VALVE -- - -- 1 �-- V - CURB'k 1' BEHIND BACK [~ _ STA. 18+32 (LT) 86" DI 90'TEE I OF SIDEWALK (TYP) I JMJ W/MJR .J CJJ II II iI V iV"-i. l i III / r PLAN VIEW-WATER MAIN NOTE: INSTALL JOINT RESTRAINTS WITHIN 75' OF ALL FITTINGS, VALVES AND END OF LINE. 4835.0 4835.0 4 4830.0 830.0 N a0 n O tD m x I j m 4825.0 x ^ c F a v 4825.0 a x w 4820.0 4 �p 4820.0 QNm > !- 10 ow) > Ni N 1-+ 4815.0 4815.0 0 o +II a+II w �p pl7 +II r7 O r N <m II io±r N� N� oQw Q 4810.0 4810.0 �� x w d�' ��� z ao I xlnZ m ow o 4805.0 4805.0 4800.0 4800.0 4795.0 4795.0 4790.0 STA. 22+68 4790.0 EXISTING 12" RCP STORM -- __ GROUND DRAIN CROSSING 6.5' MIN. COVER 4785.0 I - 4785.0 776 F F I ASS 1 WAT R MAIN PROPOSED FINISH GRADE 4780.0 4780.0 I 4775.0 4775.0 o 4770.0 4770.0 m n v� n a o rn N n m a o aIIIIII�'�'�'��� to n N mlayp' n a 10 I�j N Mj O N 'O t�i "o N m O 'm O m m n ,O N m N OD 0 m m m rn m rn m m m m m rn o+ m m m m m m m n m n m n m n m n� m n m n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n a s a s a s a s a s a s a s a s a s a s a s < a a s a s a p o o o 0 0 0 0 0 o 0 o 0 p In g p g o o o 0 o 0 o O o o o 0 0 m 00 0 0 o 0 0 0 0 0 o 0 o 0 o N N O + + I+ + I+ O m O + O N O N + + + + + + + + + + + + + + + + + O O _ N N N N N N PROFILE VIEW-WATER MAIN AS-IBUILT71 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE T PROJECT p: 02-026 SHEET 1 AS-BUILT DRAWINGS 1 9 7 04 0 30 60 0 10 20 LESSLEY ESTATES L� Civil Engineering 32 DISCOVERY DRIVE DATE: 03-26-04 ��OF Land Surveying BOZEMAN,MIT 59718 W-MAIN.DWG 1 INCH - 60 FEET 1 INCH = 20 FEET _ WATER MAIN STA. 15+50 TO 23+26 y g PHONE(406)582-0221 LESSLEY ESTATES 10831 a1 ALLIED Geot.hnieal Engineering g Q, FAx(406)ssz-sno PROJECT ENGINEER: CGB DRAWN BY: DLG , ENGINEERING WATER MAIN BOZEMAN,MONTANA BERVICEB.INC. L:\2002\02-028\EWq\WATER\W-MAIN.E DESIGNED BY: COB, DLG REVIEWED BY: CGB EASEMENT LINE FRAME AND COVER TO BE EITHER CAIRD NO. 52441. MCI SIDEWALK STEEL POST GENERAL NOTES: 305 FRAME, 305A COVER, OR IFCO 772 FRAME, 772-B F(TYP.) MARKER PAINTED 7" COVER. COVERS SHALL HAVE 1" PICK HOLES. STREET BLUE 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA 1 r'SURFACE 4' _CURB PUBLIC WORKS STANDARDS, 5TH EDITION WITH CITY OF BOZEMAN NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, --I 1" BOX MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER ADJUSTABLE KINGS,J MANHOLE RING & TOP SECTION, AND AROUND SEWER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. AND 5:00 P.M., I PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING MONDAY THROUGH FRIDAY. 2" MIN., 12" MAX. MATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL 2`5 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL �� - JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE PROVIDE 5' EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR CONNECT. WALL. STATIONARY CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL 2'-0" ROD N ALL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE 5" PRECAST REINFORCED CONCRETE CURB BOXES NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL 4'-0' MANHOLE RISER & ECCENTRIC CONE SEE DETAIL TOP MANUFACTURED IN ACCORDANCE UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO WITH ASTM DESIGNATION C-478. BELOW TAP BY EXCAVATING GRADE OR ALIGNMENT BORING T CONFLICTS. TOALLOW THE CONTRACTOR TO PREVENT MANHOLE CONTRACTOR STEPS ATC WATER MAIN CURB 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING 16" CENTERS LSTOP SIGNS, AND TRAFFIC CONES PER CITY AND MDT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA AMENDMENTS). ¢ ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE o PRIOR TO ANY CONSTRUCTION ACTIVITY. 60"a DIA. MANHOLE REQUIRED FOR BASE MATERIAL a - IAL 4. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE c� INSIDE DROP. SEE COB STD. DWG. a N0. 02722-10. BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, ACCORDING TO 1 48 CORPORATION STOP SELECT MATERIAL BACKFILL MCA 69-4-501. NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES �Z AREA (SEE SPECIFICATIONS) AND COORDINATE THE WORK WITH THE OWNERS OF SUCH VARIABLE i UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN mo^ SHELF-SLOPE 1" PER FOOT TOWARD THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND ��w CHANNEL (SEE CHANNEL DETAIL) DETAIL OF A 1" DIA. D V i SERVICE PIPE FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE No a PROPERLY i OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS FLEXIBLE GASKETED JOINT (TYPICAL INSTALLED 2 / SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE FOR PRECAIST BASES - SEE DETAIL) CORPORATION A STOP. TAP 1 3 J- ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. TRENCH BOTTOM c,IANNEL =bIA-OF PIPE MAIN AT 4 _E6" MIN 5. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH 1 SPRINGLINE. MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH •A - THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE �- 4-q"•BARS - 1'-0' C C GENERAL NOTES: PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. PRECAST OR POURED-IN-PLACE BASE. 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND -- 5' pIA. POURED-IN-PLACE BASE, MINIMUM CONCRETE (MIN.) 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE THICKNESS BELOW PIPE IS 8 INCHES. WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND ADIUS OF PRECAST BASE, MINIMUM THICKNESS IS 6 FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE MANHOLE INCHES. ALL BASES REINFORCED AS SHOWN. STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER RETESTING SHALL BE BORNE BY THE CONTRACTOR. SLOPE AT 1" PER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN FOOT CHANNEL TO GROUT INVERT TO SPRINGLINE FULL PIPE DEPTH ___ OF PIPE IF GAP BETWEEN PIPE 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH AND CHANNEL IS GREATER THAN 1/8" WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. T PRE-CAST CHANNEL 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. DIA. OF SEWER PIPE FLOWLINE �E 1 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL i0 STREET IN OFF-POSITION. 8. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, SECTION A-A ON EXISTING PUBLIC MAINS. I DETAIL 2 DETAIL 9. ALL WATER MAINS MAINS AND SERVICES TOALL BE CLASS 51BE INSTALLED W ITDHU An LE IRON. ALL WATER MINIMUM 6.5' OF c7 SANITARY SEWER MANHOLE c% WATER SERVICE LINE COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. C.O.B. STD DETAIL NO. 02720-3 10. ALL WATER MAIN SHALL BE DISINFECTED, FLUSHED AND PRESSURE TESTED PER CITY OF BOZEMAN STANDARDS. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERAIL, EQUIPMENT AND COORDINATION FOR TESTING AND GIVE CITY AND INSPECTOR A 48 HOUR (2 BUSINESS DAY) NOTICE PRIOR TO TESTING. NOTE:WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE _ _ SANITARY SEWER PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM 3'-O" MIN. OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE INSTALL PLUMB NTH TO BACK OF CURB 11. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH AST IS LESS THAN 3' FROM THE EXISTING PAVEMENT OR CURB AND PUMPER NOZZLE GUTTER SECTION, REMOVE ANBD REPLACE ENTIRE PAVEMENT SECTION FACING STREET-, APPURTENANCES AND INSTALLATION TOO SDR 35. ALL OTHER CONFORM TO THE CITY OF O NEW HYDRANT BOZEMAN SPECIFICATIONS. BETWEEN TRENCH AND EDGE OF PAVEMENT MUELLER CENTURION 12. PER DEQ REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER EXT'G STREET MIN. 4'-0" CLEAR ALL INSTALLATION INSPECTED AND TESTED PER DEQ PROCEDURES AND SURFACE AROUND (TREES, HEDGES, CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE SUBGRADE BUSHES, ETC.) (112" ENGINEER WITH 48 HOURS ADVANCE NOTICE FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL -_ 1 SURFACE RESTORATION. ELEVATIONS AS SHOWN O :ADJUSTABLE SCREW TYPE 13. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES SHALL BE ON PLANS OR 0.2' ABOVE VALVE BOX WITH LID MADE BY SAWCUTTING OR CORE-DRILLING EXISTING MANHOLE TOP OF CURB GRADE STRUCTURE. USE OF PNEUMATIC JACKHAMMERS SHALL BE ETE PROHIBITED. CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE INSTALL DETECTABLE WARNING TAPE ETE MAX. DEPTH GROUND LINE SMOOTH FLOW INTO AND THROUGH THE MANHOLE. SMALL CHIPPING s� FUTURE HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT DAMAGE OR TYPE "A' CURB CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR TRENCH BACKFILL I ENLARGE EXISTING OPENINGS IF AUTHORIZED BY THE ENGINEER. 0 14. CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SLOPING, BENCHING OR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES AND SUPPORT SYSTEMS IN THIS In REMOVE ALL FOREIGN MATERIAL. AREA TO CONFORM TO tO O.S.H.A. REGULATIONS- i 15. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD 6" SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. TYPE I BEDDING PLACED CONCRETE IN 6" MAX. LAYERS THRUST BLOCK--- 16. MANDREL TESTING. AT THE DISCRETION OF THE ENGINEER, THE AND COMPACTED THOROUGHLY. ELECT TYPE I BEDDING TO MAIN LINE CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE MATERIAL PLACED IN 6" SANITARY SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH LAYERS AND COMPACTED AS THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE SPECIFIED IN SECTION 02221. DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL PIPE T '1 JOINT AS REQUIRED DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 7 DAYS _ 4" (10CM) FOR PIPE SPECIFIED AFTER THE TRENCH BACKFILLING AND COMPACTION HAS BEEN COMPLETED. TYPE 2 PIPE BEDDING TRENCH WIDTH= UNDISTURBED EARTH L-NEW 6" AUXILIARY GATE VALVE 17. TV NSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, _ WHERE REQUIRED FOR - O.D. OF PIPE + 2' TESTING AND REPAIR, THE CONTRACTOR SHALL CONDUCT A COLOR TV SOFT OR UNSTABLE FOUNDATION MIN. 1/2 CUBIC YARD % -FLANGE JOINT ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION MIN. TRENCH WIDTH=3.5' WASHED GRAVEL-' SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED -SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS. 4 DETAIL INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV FIRE HYDRANT INSPECTION. THE VHS TAPE AND WRITTEN REPORT SHALL BE s DETAIL C.O.B. STD DETAIL NO. 02660-4 DELIVERED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL C7 TYPICAL UTILITY TRENCH c �� CORDINATE AND PAY ALL COSTS FOR TV INSPECTION. C.O.B. STD DETAIL NO. 02221-1 NO. REVISIONS DRAWN BY DATE Tq PROJECT If: 02-026 SHEET 1 AS-BUILT RCO 9/20/04 by LESSLEY ESTATES �)IVII Engineering 32 DISCOVERY DRIVE DATE: 03-23-04 7 'J NOT TO SCALE as c LLB Land Surveying BOZEMAN,MIT 59718 U4-DETAILS / O}• / 1 7 CIVIL DETAILS Geotechnical Engineering PHONE(406)582-0221 OVERALL SHEET 7 OF 7 9N, .10°"'� ALLIED FAX(406)582-5770 LESSLEY ESTATES PROJECT ENGINEER: CGB DRAWN BY: DLG BOZEMAN MONTANA g g «Aso I ENGINE BRING Shvcttlrtl En mccrtn DESIGNED BY: CGB REVIEWED BY: CGB CIVIL DETAILS