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HomeMy WebLinkAboutRouse Avenue w3p m0 kip ? � Z O p �O NjOv ZV �y aoa W to \J� 2i U zz Jr ROUSE AVENUE PROJECT ' �� GRAPHIC SCAE AREA CONSTRUCTION PLANS °" L (n0 n 0 I t3ridTe' Dr. — JI_ - - for the d . CITY OF BOZEMAN 3 0 0 o �o Q u ROUSE AVENUE SEWER TRUNKLME Z 7'o M AND WATER REPLACEMENT U a J O d W N z w � G � � W c Hemlock 51. Z W = n 1 w ~a x 3 lul INDEX TO SHEETS 'a o EILTo_rnorack ; I� I L,� Q z ❑ ❑C mJ �, ",�„sl GENERAL SHEETS WATER PLAN AND PROFILE SHEETS I OUALTTy ASOIiIAMCE � z 'o �- r G-1 COVER/INDEX SHEET SHEET STATION INCREMENTS Y > O [J P Chnrt �l G-2 STANDARD ABBREVIATIONS, NOTES AND LEGEND W-1 59+00 - 73+05 Z U ❑❑❑ n SC-1 SURVEY AND CONTROL SHEET W-2 80+00 - 89+00 AND DETAILS o Ckf L ®LEI L SC-2 SURVEY AND CONTROL SHEET SEWER PLAN AND PROFILE SHEETS W g ❑❑❑ ^�rZ��r SHEET STATION INCREMENTS I ��' v- D?a�y+�x' w Z [JE❑C7C7�((��C�OUC,��� �I� -Z s-1 0+00 - 1a+00 » �n s-z 14+00 - 28+00 r,^' rr�� S-3 28+00 - 42+00 . N a Men enh li ��l �u� S-4 42+00 - 56+00 r II. ������❑❑� 1❑(�❑ F: S-5 5s+00 — 70+00 m J LJ I L—.J oe rw. s-s 70+00 - as+oo Moln S ,_: 1 S-7 84+00 - 88+05 AND DETAILS o -- ❑D� ck St.=❑❑OLUL "_ I� -'IO oo�k sl. �5:. �� S-8 -0+25 - 4+13 TAMARACK STREET PROJECT No. � ����© �❑��❑l—J�El s1. 0417.037 r nr�n nnnr�rar-lnl�lf SHEET NUMBER 'ry ®vicNO SCALE MAP RECORD DRAWING 2124/05 �a� DRAWING NUMBER NORTH NO SCALE moo TOPOGRAPHIC LEGEND ` �"�� 0 REFERENCE NOTES GENERAL NOTES: ��o' o a l zo BOUNDARY AND/OR PROPERTY LINE Qj EXTEND AND RECONNECT SERVICE LINE N�rcu p 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS OR iEl RECONNECT SERVICE LINE ----— EASEMENT LINE © ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS MAY NOT BE SHOWN ON THE PLANS. �sI 2. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS n1» SECTION LINE OR OLC LINE STANDARD SPECIFICATIONS, FOURTH EDITION, JANUARY, 1996, MPWSS ADDENDUM NO. 1 DATED JUNE 1, 1998 AND c`��a33iy 3 PLUG EXPOSED ENDS W CONCRETE. BOLD LINE TYPE / Q IDENTIFIES EXISTING ADDENDUM N0. 2 DATED MAY 8, 2000, AND CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA PUBLIC WORKS ROAD (EDGE OF EXISTING PAVEMENT) SERVICE. STANDARD SPECIFICATIONS INCLUDING ADDENDUMS NO. 1, NO. 2, & NO. 3(C.O.B. MODIFICATIONS). EXISTING CULVERT GENERAL DESIGN DESIGNATIONS 3. WATER MAIN PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL WATER MAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECT TO FINISHED GRADE. c' 0 HORIZONTAL/VERTICAL CONTROL POINT SECTION LETTER OR ON DRAWING WHERE SECTION (LETTER) OR DETAIL IS TAKEN: 4. MAINTAIN 18" (VERY.) SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN. DETAIL(NUMERAL) l\ DRAWING NUMBER `Y�•�• A CONTROL POINT DESIGNATION �Z� WHERE SHOWN 5. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR \\ X-X TO EXCAVATION, AS DETERMINED BY OWNER AND THE ENGINEER. �VBM N BENCHMARK LOCATION AND NUMBER OR - o EASEMENT CORNER REPAR ON DRAWING WHERE SECTION 6, THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. THE OR DETAIL IS SHOWN: CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITIES k' EDGE OF TREES, BRUSH DRAWING NUMBER WHEREN TAKENBER S CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE (OR SAME DRAWING) EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN APPROXIMATE LOCATION IS EXISTING TREE DETAIL AND SECTION DESIGNATION KNOWN. PRIVATE UTILITIES AND WATER SERVICE LINES ARE SHOWN AT STANDARD BURY DEPTHS ON THE DRAWINGS. z c� WATER MAINS ARE SHOWN BASED ON VALVE BOX MEASUREMENTS WHERE POSSIBLE. i 1SJ EXISTING BUSH 7, A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS: 00 o cd rc E .. ,.{ EXISTING TRAFFIC SIGNAL LIGHT ABBREVIATIONS MONTANA ONE CALL SYSTEM DISPATCHER 1-800-424-5555 N d NORTHWESTERN ENERGY CO. MATT MICKELWRIGHT 582-4671 ci o 1 EXISTING SIGN, ONE POST OR TWO POST AT&T CABLE SCOTT RIIS 1-800-316-9644 w ALUM ALUMINUM QWEST JOSH HOMER 585-2355 a EXISTING MANHOLE APPROX APPROXIMATE 8. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON NEW MANHOLE ASPH ASPHALT COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE BF BURIED FIBER CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK n EXISTING UTILITY OR TELEPHONE POLE BFVLV BUTTERFLY VALVE SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE. BT BURIED TELEPHONE w 3 9. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE ] u CO CLEANOUT RE z Y• EXISTING SPRINKLER HEAD COB CITY OF B02EMAN BY ENGINEER. SPECIFIED BEDDING SHALL BE FROM 4'• BENEATH THE PIPE TO 6" ABOVE THE TOP OF PIPE (SEE '" m sq �e CONC CONCRETE OR CONCENTRIC MPWSS STD 02221-1). THE COST OF THIS BEDDING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PIPE. • BARRIER POLE CPIC COUPLING gg 10. ALL VALVES SHALL BE INSTALLED WITH THRUST PROTECTION, AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND €R R CTR CENTER C.O.B. MODIFICATIONS. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.•S WATER SUPPLY SHALL BE v t y 4 UTILITY DOWN ANCHOR CULV CULVERT OPERATED BY C.O.B. PERSONNEL ONLY. E&E DET DETAIL 11. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B. STD DWG NO. 02718-4. w 8 LL g WATER VALVE DI DUCTILE IRON, DRAIN INLET DING DRAWING cn FIRE HYDRANT E EAST 12. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, TEES AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS DETAIL 2713-1, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS AS EXST EXISTING INDICATED ON THE PLANS. MONUMENT BOX FG FINISH GRADE Q € & FHYD FIRE HYDRANT 13. THE CONTRACTOR IS RESPONSIBLE IN OBTAINING A EROSION CONTROL PERMIT FROM MPDES WITH ASSISTANCE FROM H MAILBOX HYD HYDRANT THE OWNER AND ENGINEER. THE CONTRACOR IS THEN RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING ►/ IE INVERT ELEVATION CONSTRUCTION AT HIS EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE OWNER $ n ELECTRICAL PEDESTAL INVT INVERT OR ENGINEER. ANY EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE MPDES PERMIT. LF LINEAR FEET a TELEPHONE PEDESTAL LT LEFT(DISTANCE FROM SURVEY CONTROL LINE) 14. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) ALONG THE STATIONED ALIGNMENTS INDICATED ON THE MIS MAIL BOX PLANS, NOTE THAT EXISTING GROUND ELEVATIONS ALONG ACTUAL PIPE ALIGNMENTS WILL BE SLIGHTLY DIFFERENT. �1 DITCH SHOWING DIRECTION OF FLOW MIN MINIMUM N NORTH 15. THE CONTRACTOR SHALL NOTIFY ONE CALL 01-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING _ NC NATURAL GAS UTILITIES SHALL BE MARKED BEFORE DIGGING. - -_� CREEK/RIVER W/DIRECTION OF FLOW NTS NOT TO SCALE PVMT PAVEMENT 16. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES AT ALL TIMES. IF ANY SERVICE IS e,PROPOSED INLET PROTECTION PSI POUNDS PER SQUARE INCH DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTOR'S EXPENSE. ill RAD RADIUS GEOTECH SOIL BORING LOG RC REINFORCED CONCRETE 17. THE PIPE GRADES AND DISPLAYED PIPE LF SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE m < o RCP REINFORCED-CONCRETE PIPE TO EDGE OF MANHOLE. -- PROPOSED SEWER LINE RIM MANHOLE RIM ELEVATION '-' 18. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ABANDONED FACILITIES THAT ARE A RESULT OF THE EXISTING SEWER LINE RT RIGHT(DISTANCE FROM SURVEY CONTROL LINE) IMPROVEMENTS. THIS SHALL INCLUDE ALL PIPE MATERIALS WITHIN THE EXCAVATION LIMITS OF THE PIPE TRENCH, ALL R/W RIGHT-OF-WAY VALVE BOXES, (TOP 2' SECTION MINIMUM - FILL REMAINDER WITH GRAVEL MATERIALS), CURB AND GUTTER, SIDEWALK, Q ABANDONED SEWER LINE S SOUTH ASPHALT, ETC. AND ALL MANHOLES-COMPLETE. WHERE REMOVING AN EXISTING MANHOLE AND THE EXISTING PIPE IS Q -- - - - - PROPOSED SEWER SERVICE LINE SO STORM DRAIN TO BE ABANDONED IN PLACE, THE EXPOSED ENDS OF THE PIPE SHALL BE PLUGGED WITH CONCRETE. THIS WORK < SOWK SIDEWALK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT - NO SEPARATE PAYMENT WILL BE MADE. SEE SECTION 1010-6 Z EXISTING SEWER SERVICE LINE SHT SHEET OF SPECIFICATIONS FOR SALVAGABLE MATERIALS. O o • •— PROPOSED WATER LINE SIG TRAFFIC SIGNAL w w SPEC SPECIFICATION 19. REQUIRED IMPROVEMENTS ARE INDICATED GENERALLY BY DARKENED AND HEAVY LINES, OR DARKENED SYMBOLS OR w -- --• - - -• EXISTING WATER LINE SS SVC SEWER SERVICE BY PLAN NOTES. w SSMH SANITARY SEWER MANHOLE O J PROPOSED WATER SERVICE LINE STA STATION 20. THE POSITION OF THE NEW IMPROVEMENTS IS SHOWN ON THE PLANS BY EITHER DIMENSIONS OR PLAN NOTES. IN Q p O TB THRUST BLOCK SEVERAL CASES, THE NEW IMPROVEMENTS ARE NOT POSITIONED TO SCALE AND ARE OFFSET TO PREVENT OBSCURING w a n +'-- -++ • EXISTING WATER SERVICE LINE TYP TYPICAL OF THE EXISTING FACILITIES. - - - - EXISTING GAS LINE UTIL UTILITY 21. PROJECT BENCHMARKS LISTED ON THE FOLLOWING SHEETS ARE TAKEN FROM MORRISON-MAIERLE, INC. FIELD BOOKS O' w V VALVE, VOLT VOL. 92 & 94. ELEVATIONS WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION. w EXISTING OVERHEAD POWER LINE VB VALVE BOX Z O s W WEST LJ < Z «• n-n -n -m EXISTING BURIED TELEPHONE LINE INS WATER SERVICE WM WATER MAIN CROSSING Q p N N ---- - --- EXISTING STORM DRAIN LINE WC WATER SERVICE CROSSING Z Z •— PROPOSED SILT FENCE OR STRAW HALES W Q EXISTING FENCE LINE z .o EXISTING 2" STEEL CONDUIT O J � P Y m PROPOSED AREA OF DISTURBANCE z m a p Q `o 0- � NOTE: H O N 1. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE w p z NOT ALWAYS NOTED AS "EXISTING" BUT ARE SHOWN IN W Z a a LIGHT LINE WEIGHTS. NEW STRUCTURES ARE SHOWN IN N a n a HEAVY LINE WEIGHTS. w a 2. EXISTING GROUND ELEVATIONS OF PROFILES ARE p z MEASURED AT BASELINE ROAD CENTERLINE. m c� 0 3. ALL OFFSETS IN PLAN VIEWS ARE MEASURED FROM PRQJECT NO. SURVEY CONTROL CENTERLINE. In0417.037 O SHEET NUMBER 2 O DRAWING NUMBER RECORD DRAWING 224;05 JOG G-2 3 m0� ABSTRACTS FOR CONTROL ami izioi 86-1 SET 18" X 5/8" REBAR WITH 1 1/2' A.C. STAMPED "MORRISION-MAIERLE, 86-1. 2002". FALLS 3.1' WEST OF EDGE OF PAVEMENT OF NORTH ROUSE ST. AND 5.7' EAST OF CHAINLINK FENCE. POINT IS BETWEEN TRAILERS #8 AND k9, WHICH ARE ON OPPOSITE SIDE OF ROAD AND 32't NORTH OF END OF CHAINLINK FENCE, NEAR HUMANE SOCIETY. � nw2z 50 U�V OU 86-2 SET 18 w�o X 5/8" REBAR WITH 1 1/2" A.C. STAMPED "MORRISON-MAIERLE, 86-2, 2002". FALLS 9.6' WEST OF EDGE OF PAVEMENT OF ROUSE ST. AND 3' EAST OF SOUTHEASTERLY END OF PLANTER. 36'3 NORTH OF NORTHERLY EDGE OF APPROACH ON WEST SIDE OF ROUSE STREET. s' 86-3 SET 18" X 5/8" REBAR WITH 1 1/2" A.C. STAMPED "MORRISON-MAIERLE, 86-3, 2002", FALLS 13't EAST OF PAVEMENT OF ROUSE ST, AND 5.8' SOUTHEAST OF HYDRANT #628 AND 19.7' NORTH OF POWER POLE. POINT IS ACROSS STREET FROM LEHRKIND'S COCA-COLA. 86-4 SET 18" X 5/8" REBAR WITH 1 1/2" A.C. STAMPED -MORRISON-MAIERLE, 86-4. 2002. FALLS 93 WEST EDGE OF PAVEMENT ROUSE ST. AND 88.9' SOUTH OF SOUTHERLY PILLAR OF OVERPASS OF 1-90 (TO THE BM ON NORTHWESTERLY SIDE OF PILLAR). POINT IS 42.9' EAST OF FENCE CORNER AND 15:0' NORTHEAST OF "NO PARKING SIGN". 86-5 SET 18" X 5/8" REBAR WITH 1 1/2" A.C. STAMPED "MORRISON-MAIERLE, 86-5, 2002". FALLS 3' NORTH OF TBC IN NORTHEAST QUADRANT OF ROUSE AND TAMARACK ST. INTERSECTION, AND 7.3' SOUTHERLY OF CHAINLINK FENCE CORNER. FALLS 18.9' SOUTHEASTERLY OF TRAFFIC SIGNAL POST. sQ m o 86-6 SET 18" X 5/8" REBAR WITH 1 1/2" A.C. STAMPED "MORRISON-MAIERLE, 86-6, 2002'. FALLS IN NORTHWEST QUADRANT OF PEACH AND ROUSE ST. INTERSECTION. POINT IS 3'3 NORTHWEST OF SIDEWALK CORNER AND 13.5' SOUTHEAST OF SOUTHEAST CORNER OF PORCH OF HOUSE #601 ROUSE STREET. �Z P 86-7 SET 18 X 5/8" REBAR WITH 1 1/2" A.C. STAMPED "MORRISON-MAIERLE, 86-7, 2002". FALLS 3' WEST OF WEST EDGE PAVEMENT OF ROUSE AND 5' SOUTHERLY OF SOUTH END OF GUARD RAIL AT CREEK AND 5.2' NORTHEASTERLY OF "PEDESTRIAN CROSSING AHEAD" SIGN. ACROSS STREET FROM HOUSE #330 ROUSE STREET. >-- 86-8 SET 18" X 5/8" REBAR WITH 1 1/2" A.C. STAMPED "MORRISON-MAIERLE, 86-8. 2002". FALLS 2.2' EAST OF HYDRANT AND 1'3 NORTH OF BACK OF SIDEWALK. 15.0' SOUTHEAST OF TRAFFIC SIGNAL POST. CONTROL POINT IS IN NORTHEAST QUADRANT OF MENDENHALL AND ROUSE STREET INTERSECTION. 0 86-9 SET 600 NAIL IN SIDEWALK SEAM IN SOUTHWEST QUADRANT OF MAIN AND ROUSE ST. INTERSECTION. FALLS 5.8' WEST OF TBC AND 4.2' WEST OF FACE OF TRAFFIC SIGNAL POST AND 13.4' SOUTHEAST OF "DO NOT ENTER" SIGN. m 86-10 FALLS IN BACK OF SIDEWALK IN NORTHEAST QUADRANT OF BABCOCK AND ROUSE ST. INTERSECTION. FALLS 2.9' EAST OF HYDRANT AND 4.2' SOUTHEAST OF LIGHT POST AND 24.1' SOUTHWESTERLY OF FLAG POLE AT THE SALVATION ARMY, VERTICAL BENCHMARKS (VBM) VBM 14 RR SPIKE (WITHOUT HEAD) DRIVEN IN POWER POLE (1 1/2' ABOVE GROUND) ON WEST SIDE OF ROUSE, BETWEEN HOUSE #204 AND #214 (EAST SIDE OF ROUSE). o - o VBM 17 NORTHERLY BOLT (WITH CHISELED "X") OF HYDRANT ON EAST SIDE OF ROUSE STREET BETWEEN HOUSE #506 AND #512. VBM 20 RR SPIKE (WITHOUT HEAD) DRIVEN INTO POWER POLE (1 1/2 'A.G.) IN NORTHWEST QUADRANT OF ROUSE AND ASPEN STREET INTERSECTION. (P. POLE HAS TELEPHONE PEDESTAL NEXT TO IT) IN FRONT OF HOUSE #801. o VBM 25 RR SPIKE (WITHOUT HEAD) DRIVEN INTO POWER POLE (1 1/2' A.G.) ON WEST SIDE OF ROUSE, NORTH OF NORTHERLY MOST MDT STORAGE BUILDING AND OPPOSITE ENTRANCE TO THE BACK LOT OF BOZEMAN BRICK, VBM 31 RR SPIKE (WITHOUT HEAD) IN WEST SIDE OF POWER POLE (2' A.G.) ON EAST SIDE OF ROUSE ST.. NORTH OF BOND STREET. POWER POLE IS NEAR RESSLER MOTOR SUPPLY. VBM 35 RR SPIKE (WITHOUT HEAD) IN EAST SIDE OF POWER POLE ON WEST SIDE OF ROUSE ST. (2' A.G.). POWER POLE HAS TRANSFORMER ON IT. FALLS SOUTH OF OSTERMAN'S MINI WAREHOUSE. VBM 39 NORTHWESTERLY BOLT (WITH "X" CHISELED IN IT) OF HYDRANT ON EAST SIDE OF ROUSE IN TRAILER PARK NORTH OF GRIFFIN ST. N u - w N �e CP 86-2 CP 86-3 LO CP 86-1 0 A NORTHING: 13944.416 LOCAL NORTHING: 12884.663 g� LOCAL NORTHING: 14982.526 CAL FASTING 10105,165 LOCAL FASTING: 10096.534 mg Y ELEVATION: 4703.190 ELEVATION: 4719.105 ELEVATION: 4687.621 O 4` yg .r BORING LOG N1 VBM 39 �i 5 00 4694.067 BORING LOG #2 W STA. 1+10 15' LT STA 1 1+65 20' RT } VBM 31 0 &Y m 4724.025 0 fi� s g a a : LVBM x STA 7+27.61 e 8LOCAL NORTHING: 14129.201LOCAL FASTING: 10114.773 \STA l-0+ STA 6+62.92 �LOCAL NORTHING: 14852.341 LOCAL NORTHING: 14189.422 LOCAL FASTING: 10090.498LOCAL EASTING: 10091.1354710.841 a � a NO3 N in M Q 0 Q I Z H O Z N w 10 \ CP 86-4 U LOCAL NORTHING: 11701.950 CP 86-5 L AL ING: 100 .91 LOCAL NORTHING: 10000.00 w � ELEVATION: 4732.946 LOCAL FASTING: 10000.00 Ch o BORING LOG #4 tiQ y ELEVATION: 4749.204 Lil STA 30+50 20' RT y = w ao N Lr a W a Q + x - 2 m Q 3 o0 H 8 _ tir g le VBM 25 Q BORING LOG #6 I z LEI Q F_ o s a Q t y ¢ t y a x _ 4743.017 STA 52+75 25' RT (n Z e a s ....�,, . s � a a -- -. .._ o I � z 0 o g + BORING LOG N3 g' a y e Y STA 29+00 20' RT BORING LOG a5 .mg - - a g s ' g 8 STA 33+40 25' RT J tr rn H z aa VBM 20 3 a o 4754.818 N Q a w Z N w m 0 I r o PROJECT N0. GRAPHIC SCALE 0417.037 r SHEET NUMBER IN 3 I inch= 100 1L DRAWING NUMBER RECORD DRAWING 2/24/05 JQG SC- 1 "oZ 3zW �0z — ovii _o D KU VUU > 02< � ~pZ r wwM CP 86-6 2 o a _ LOCAL NORTHING: 8897.776 = LOCAL EASTING: 9897.464 '''I,,,•,,,,.•••"`�� ZZ ELEVATION: 4762.066 a CP 86-7 a 86-8 LOCAL NORTHING: 7950.216 CPCAL NORTHING: 7021.753 m +uy,•. � LOCAL EASTING: 9834.525 LOCAL FASTING: 9835.703 0 "Wyly VBM 17 ELEVATION: 4772.023 ELEVATION: 4784.211 J 4769.382 BORING LOG /�8 a STA. 65+75 10' RT # _ BORING LOG 9 W Z , , --- 1 — _ STA. 75+65 25' RT w m STA 73+68.90 < al g z ° - - g ° -! - LO�EAIL NORTHING: 7496.564 '� o L L EASTING: 9820.097 a STA 59+30.69 STA 60+22.8 �— LOCAL NORTHING: 8929.354 LOCAL NORTH88739.576 �VB. LOCAL FASTING: 9931.632 LOCAL EASTING 9910.905 ° s BORING LOG #7 STA. 65+45 15' RT w-o�a 4778.990 w W N ow� �LL � s A 2+70.07 STA 90+03.83 END s LOCAL NORTHING: 6596.121 y � Z LOCAL FASTING: 9783.938 LOCAL NORTHING: 5862.391 �0v I Tr LOCAL EASTING: 9777.153 mBORING L0l#10 STA. 88+08 S'LT a o n z o I I I Q CP86-10 LOCAL CALO —z O NRTHING: 6264.089 z g w g I LOCAL EASTING: 9816.095 CP 86-9 ELEVATION: 4794.423 W A N RTHING: 6551.8 O I I LOCAL EASTING: 9757.052 Q J ELEVATION: 4792.317 a Llj w O a N LLJJ Q o J Q O O N Z L tJ Q I,-- r m (n Z N W Z O r O Q J N clf a Y o Z u w CC H N lJ Q $ W Z Q !n Q CaJ w Z N o O w m 0 r: GRAPHIC SCALE PROJECT N0. n 0 Oat 7.037 IN FEET I SHEET NUMBER O I inch= 100 tl. a DRAWING NUMBER RECORD DRAWING 2124/05 JOG SC-2 mom iJo .Q 4 aN -o o x I8. REMOVED EXISTING SSMH E0211, Z_ STA. 1+21.63 LT=8.94 < r+' F0217 AND F0216 i 72" MANHOLE STA. 5+07.13. LT=3.89 z x STA. 1+01.31 SSMH #2 72" MANHOLE SPUTTER STRUCTURE SSMH #3 " SSMH M1 LOWER EXISTING WATER SERVICES UNDER NEW SANITARY SEWER d STA. 12+57.91 RT=19.40 0 � 72" DROP MANHOLE t SSMH #5 /REMOVED EXISTING p - °' © +y SEE C.O.B. STD. DWG # 02722-10 o F0109A + + - - - - - �- + _ - - - - —�" - — _ -�— - +—— - + — �_ ._ ---S -r.— ^5-- - - I,\ �3 ► , -� o & ,. n�n �.--" ------ ate..= ° -^ -„" _. I - t. ' L 3 REMOVED EXISTING _-- - . ( n SSMH F0117 LOWER EXISTING - w -.r `�� _- �- ''- "-=°T MODIFY EXISTING WATER SERVICE SPLITTER STRUCTURE 2 © z F0110 RE OVED EXISTING SEE DETAIL SSMH F0215 Wo S-7 WATER CROSSING STA. 8+32.26 RT=17.16 i i 5 - 72" MAHNHOLE COORDINATE REMOVAL OF W r a - f� SSMH #4 LANDSCAPED MOUND TWO '^ rh V WEEKS PRIOR TO CONSTRUCTION MAYVILLE LANDSCAPING, INC. STEVE MAYVILLE 2 P.O. BOX 4571 BOZEMAN, MT 59772 PHONE: (406) 585-7898 W 8 SCALE REPLACE ALL DAMAGED SPRINKLER HEADSLL HORIZ: 1" = 50' W VERT: 1" = 5' --' `R 11x17 HORIZ: 1" = 100' ROUSE AVENUE o � 11x17 VERT: 1" = 10' O€ s" 1,720 4720 BT - - 1 180' 92' 86' 12- 1 r 0" O 4115 - - - - 30 -- _ - --- 30"; 4715 a w� I I e n + m < 30" 151- _ 1 I 180' rn n a MH �5 + - 0 0 6a7t0 SSMH f2 _ SSMH /3 SSMH / a N u n n 4710 " °a -_ - --- - V)ao E I I Nm ZVI !- m O N __- _ - Q Z I + N N r Z "N� 4705 m a $ n ,o I i - a - 4705 N- - -- - - ---- -- - n - m<-e a - - - _ w O p ~ 6 Q NHS 11 N m m H ow w_ W o4700 00 o 4700 a W N ZV) N N _" 10 '� dMONi ` - -- - W of W mom N 4 Q Q Q +'o !+�m� ZVI Q Q - 41 1~/1 VI U) = d QV .I. _ _ - - --_- Z Q + 1 4695 _ 'x a a m -} w m is I 4695 LJ- - - - -- ---- --- - - - 3 Ina a ~a w w + m m i z z N # # N ___ - - - - - 454.7 LF OF 30" ASTM Q p Q F-679 FVC O 1.20%. Z 0 - _ _ WATER CROSSING - - W Q ZQ o NN — - MAINTAIN 1.5' SEPARATION— - I N W J +o w 4690 _ - - - 4690 =:) Z c E v1 o I W o _ 428.2 LF 30" ASTM -679 PVC 11 1.861 Z w d 4685 - 4685 - 321.1 LF OF 30" ASTM F-679 PVC O 1.00 N ; - _ _ W m 3 2.0 LF OF " ASTM F-179 PVC O 0.80% - - Ld Z N Q a 4680 1 .5 LF OF " ASTM F- 79 PVC O C.80% I - 4680 a _ _ REMOVE 100 LF z - OF 20" AC SEWER PIPE REMOVE 615 LF OF 2 AC SEWER PIPE m o 4675 RE ORD DRAWING 4/05 JQG 4675 PROJECT N°. Oy agg7 O M 10 . c I 0 a d + Y a a a a a a a a a a a N Ia� Co e Ia� 0417.037 e SHEET 5N UMBER 0 OM m O C I M M O m °0 m m m 0 m 0 0 Oi O OO OOOO ai 0O 0 a O O O DRAWING NUMBERg g g g a oA_,6 0+00 0+50 1+)0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 — mom ao �� Q Z INSTALL 50 LF OF 30" G1 SDR-25 O 0.40% 'Z w/ END CAP 'piy Y z i p �c z rrrr r O STA. 26+07.56 LT=6.53 72" MANHOLE a SSMH #11 a � Q R EMOVED EXISTING SSMH F0212 -�'-7 U YS REMOVED EXISTING �•� n - -_$— S SSMH F0211 _- _'�_ - 2 REMOVED EXISTING SSMH F0214 REMOVED EXISTING t SSMH F0213 REMOVED EXISTING Q q STA. 21+67.66 RT=20. SSMH F0210 72" MANHOLE STA. 25+92.39 RT i i 72"MANHOLE STA. 17+13.55 RT=19.63 STA. 18+20.75 RT=64.08 SSMH 9 2 3 72" MANHOLE SSMH #8 SSMH �110 Q i g H i SSMH f6 REMOVED EXISTING N SS,'e REMOVED EXISTING MANHOLE SSMH F0209 5 ON ABANDONED SEWER LINE STA. 17+84.40 RT=16.31 1 y 96" MANHOLE SSMH #7 0 a 8 J 9 SCALE ROUSE AVENUE HORIZ: 1" = so' w' q 180 VERT: 1" = 5' p 11X17 HORIZ: 1" = 100' ` g 143' 20" 30 30 c~n 1 1 X 1 7 VERT: 1" = 10' sif 3T U P 30" 8" 30 30" 18p•' _ p^ Y 47.5t. SSMH 7 - — - 125" - . 9a' n 90 4G' 1 .rH �9 p 14' + 30" 0" �. I 30 0 e 30" 1 ; . 1 5" 59' oz �nN z,n 12 •. 473C d � 4730 _ MH f6 - - - - - SSMH 1 o wi o N a`9 < SMH fB 21 + r6 g a a+n 'ate n ~ c~i, 3 "SSMH f11 N N N _z71 + --__ - < x 1 < G O y N � n� < ` < ao Lo 472' �. 4725 - -- - _ o ��z ,n w vw(A rww z _ a E O zN NON GD a Q Fig n n _ - - 47ii 1-, zow d7-u, .-Yn n - - - - - ZZ 4720 rn n n vi -. - _- _ - _ - w O - p �_._ + O M�ONn xnY 00 M�W 1W _ �� N d cN pppp + e n n o o = n e^� - - --- ABANDONED SEWER CRO SING O N + m —d0 , NF� II II'n - - - �- U + + + < < II aed In �ww�i I N N N y 1~/1 ��WWW _ O _ a W t a71' N4715 �< c� -o. -. I -w ao _ _ _ - - TER CROSS G _ W (�Y Z N N z _ _ _ `MAINTAIN .5' SEPARAT, O - _ - 391.3 L OF 30" AS F-879 P O L207L 4710 W Q o N 4710 - --- _ - __ - -- - - Q Q Q o NOF 30 AETM F-679 PVC O"1 2 % N V) w J - LL 4705 n 4705 .. - __ - 423,8 L€ OF 30"•AS - -- O w N a Z w 0 o - 345.5 LF OF 30" ASTM F-67 PVC O 1.21% 4700 u 4700 - u - - - w 32.4 LF F 30" ASTM - F-679 P C 01. - a U1 Q 454.7 LF OF 30" AS F-679 PV O 1.207G 67. LF OF 30" ASTM 4695 w a 4695 - _ - -- - - VC O-1::54X - _ _ - - - - - O a m z I o w REMOVE p340 LF OF 20" AC SEW R PIPE _ RE ORUDRA ING 2i 4/05 roc 469:, PROJECT N°. � _ - - - _ 04,7.037 r` 4690 _ __ �- -- - ' - -- -' SHEET NUMBER M O Y1 n Y a0 N ,r1 O� N 1p O N n N OD M 01 b N n N n r0 O! Y b 'R c� O N N N N MI Y r0 m M aD Y ED N r0 0 h n N n 6 n Or W O O O N N h h `�� O N b r0 I� m T Of O O O N N N fV N N N N N fV N fV M M M) r7 d O O N N N rD m n n N a0 _ _ 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 N N N f �, 0; 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 DRAWING NUMBER O f Y d Y f f Y f Y Y f d d d f d d d f f Y d d d Y Y f d d Y Y d d d d Y f f d d d d f Y Y Y f f f Y d d f d Y Y Y d d - -- �- - S-2 14+00 14+50 15+00 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 22+00 22+.' 23+DO 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 ;O m0 i�o� Ao W 42" STEEL CASING PIPE REMOVED EXISTING SEE DETAIL MH #13 C7 S-7 REMOVED EXISTING W� SSMH E0212 STA. 21 LT=12.27 . 31+70.13 LT=8.79 MANHOLE 72" MANHOLE Ps�a SSMH 1 ¢ N a J' INTERSTATE GIRDER bJO SSMH #13 Stiff N e ¢; STA. 30+00.13 LT=7.39 72" MANHOLE STA. 32+85.06 LT=10.78 STA. 33+12.24 LT=8.78 STA. 33+91.68 LT=10.67 SSMH #12 72" MANHOLE W/ INSIDE DROPSSMH N14 72" MANHOLE 72" MANHOLE SSMH �14A SSMH #148 / STA. 41+61.48 LT=11.29 Q 72" MANHOLE �Z�21 � SSMH #16 2 I p - J-o- 1 s... ..v_-- ,�" el -H +t.. _ > , --- ( 0 10.e LF OF 15" SDR-35 _ pU PVC O 2.5$ 6 � -- _ �..... _$ REMOVED EXISTING S ii _ g iE SSMH F0208 No-r vis7ALLE0 •� - - -. _7 - _ - _ -,.. , ., ., ..- .r ., m Gi GROUT EXISTING REMOVED EX SEWER MAIN TO ITIN G /0 w THE NORTH. SSMH F0333 —'--' - •-- - I I _ a o 'O GROUT NORTH AND SOUTH INTERSTATE GIRDER CHANNELS CLOSED AND O WATERTIGHT. FLOW SHOULD REMOVED EXISTING, SSMH F0332 ONLY BE IN EAST & WEST PIPES. v �2 N zz cop - W�Na N hb z goY OW� �LL � SCALE g HORIZ: 1" = 50' ROUSE AVENUE VERT: 1" = 5' �s 1 1 x1 7 HORIZ: 1" = 1 00' leo € - 4755 11x17 VERT: 1" = 10 30" 30" e 180" 4755 - 18 - ----180" , 0" 180- 180' 18D' SSI Ill /14A 30• 30" . 30' ; 30" 30" 30" 3 0" 30" 30" 30" p 4750 __ _ _ - __.. _ -- - -180" 4750 a W, . 9f' _ 87" I m - - \tA0•' 180' 180, 1 SSMH �16 0 a SSMH #12 SSMH 3 15" SSMH 148 SSMH �15 0 cj z m p o SSMH #14 Z ~ + +a^°n'• 4745 o csi a m o 4745 ._ Z Q O Q n r ^ Ina O N O1 .rn m 0 Z N m o + o o O I+ n n xn n a r1 Y r- - -- 4740 Q cN 4740 _ j a QQ °° n n ± NNvI ~ V10 D ADM f �n nn arn ,ON m¢N Yw W O �N ZV) M M MON O r,na +..��� +YI ID�O? i �+n�� VkN1 NN N ��N NO a► nmm .cyNM Oi OEM r na nr VIN N N _ Q le7 0 4735 " �t°`� `n a as =' 'u aaa �d�p n ��� N II z - - -- .. --- 4t i :4735 d w p _ P/+ - W W W W W V l N tJ 4t V I 0 J I a a N vl¢--- V�1 F 2 N II - -- _ L�J w rn rn¢W w - q- - - - - - -- - - w o - - Z F- + 4730 _ - - - _ -- - - - j 4730 w 3 0 v WATER CRO SING --- - - LLJ Q Z Z - - - - - MAINTAIN 1.5' SEPARATION (n + n 358.0 LF F 30" ASTM Q N u F-679 P C O I'00% 4725 Z a m 4725 - -- - .; I 360. LF OF 30• ASTM F-679 PVC O 1.0 % Y w o Z W o :D V7 °u 4720 - _ -- 404 5 LF_OF 30 ASTM F-679 PVC O 0. 97G _ .4720 76.1 LF 0 30" ASTM - 70.1 F OF 42" STEEL 11 .8 LF OF " ASTM CASIN O 1.25% w Z o. F-679 PVC O .97% F-679 PV� O 1.00X SEE ETAIL _ N< a 4715 _ _ _ 1666 LF OF 30 ASTMN _S'7 _ _ _ _ - _ =%t� w ST£Et m N 79 PVC O 1_257• i - - - ¢ CASING O 1 25% - z 391.3 LF OF 30" AST F-679 PV O 1.20% SEE DETAIL 2 23.2 OF 30" M cn w S-7 F-679 PVC O 0.9 7. _ PROJECT NO. 47,D' - - _ _ _ RECORD DRAWING 2i24l05 JQG 47,D 0417.037 SHEET NUMBEN O _ 7 10 O� .O O� N' n N O� �O M OI n O r� ✓Nr�� h h a a a M a �O n n a h a ID n Qi N M M a 10 n OI N a ��pO �O�pp� N in O� N 17 N �pn N O1 N N aD Oi O� O lV tV h rf M1 h "M1 M h M h h PI nni n ra'f n n M M rf MCI M' r�i I'NI ✓�1 h M ��1 M M M M h �n'I M M M M �'�'1 DRAWING0- NUMBER 28+00 28+50 29+00 294 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+D0 39+50 40+00 40+50 41+00 41+50 42+00 42+50 3Fj IO o� o nowi ou o rcz OD 0 r A 1I i I N33Nj"�, U_ U Z 1 STA. 45+21.71 LT=9.87 ; STA. 56+02.08 LT=16.77 Cr ,fl zz P s 72" MANHOLE STA. 48+88.72 LT=11.17 60" MANHOLE J SSMH#17 Q 72" MANHOLE SSMH #21 •1 1 N SSMH #18 Al o — _ _O _ - B O p I I- -F-- _;, — REMOVED EXISTING I IN T �1 L Of 18" L o p +— m O U SSMH F0331 •SOR=.3;1 pVC_Q 0.23K _ �• • I COORDINATE WITH HKI _ - y�y{{�I-. II FOR THE POSSIBLE LINING REMOVED EXISTING Q1 REMOVED EXISTING SEW HE EXISTING 12"R. SSMH F0329 SSMH F0328 i Er EXISTING STA. 52+42,82 LT=14.10 co SSMH F0330 60" MANHOLE SSMH #20 wr z =' zw Etl V F; � wNNa a c co Via$ owl LL SCALE � o HORIZ: 1" = 50' O�, ' VERT: 1" = 5' as ROUSE AVENUE 11x17 HORIZ: 1" = 100' € =v 1 1 x17 VERT: 1" = 10' 12» 4770 12" - ----- 30' - 90'\ 18. - - B8' 92' 24 90' t 4" 4' 24» a .o 0 cc 4765 d 30" 30" +_. .(+ ^n+ zW Ien ,c�no _'II+n°ir- - -- -- rat<if�l H ONd aHN• avQi NN n 0II' �naW�i_nOW ndW fva/1tl N NoZ_ Irn 4- -Z /NN20SS H 5 ,, + Za d SSMH - 21 - xN fdH d o SSMH 17 O n00 ao zVw +1 n +470 o ^d 4760 SSMH /18 °' pq n a a N In in +o + NE + +6 + + O4 'o II II A 0 m In ZLo HwUwQ-xo Z + o nVI Vl W r o = N� wI- I 4755 + rn + N 475n 5 o Z Z + n z _ w O O + N a0 W w ^ ,P.0.0 + 0 4750 4750a + K + N N Z QrcRa LLJ odWS a ' p+ I 4745 Ii 4745 MAINTA N Q o 3 m _ `� t -1.5' F Q SEPARATI N W Q Z o N g 3 9.2 LF OF 2 " ASTM F- 79 PVC O 1 50% 4740 = Z d « 4740 - - MAINTAIN I - - - -- - - Q J vl o q 1.5' OF Y w o : SEPARATION _ - - - - Z w o Z) In 4735 i4735 _ ir z w a _ w Z - N S 4730 364.4 LF 01 30" ASTM -679 PVC 40 0.85% � - : 473_0 w z O 358.0 LF OF 30" ASTM F 79 PVC O .00% - m RECORD DRAWING am joy 4725 PROJECT NO.. W a7z5 M SHEET NUMBER nN m d n O ,O � d a0 �. d n O 1D �- N O /1 r0 M n O Y n N m < T N 1p N N oo � r7 rp m � to of � n N lV Mj a 4 d N b rp n n n m O, W p [V N Nj 17 < d N il? I6 I6 16 16 1 r n 9 v f a a x d d d d d d d d Y Y ♦ f a a < ♦ w N N N N N N N �l1 h N vY N N N ill N ul in n n n n n n n n n n n n n n n n n � n � � n DRAWING NUMBER � a a a d d d d Y d d a a < f d a d d d f d �_ < � � ♦ � y a, d < � a d' d d d d d d d d Y d 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 S_4 w3� m0 ' Ym12_ Z K VO N J20 NI 2WN 0 5 10.V 0U 5 STA. 59+ 6.83 LT=4.24 �� 60" MANHOLE Q SSMH #23 OPEN BOTTOM O I BOX CULVERT O NEW WATER LINE CONNECTION - FOR BOZEMAN CREEK SEE DWG. W-1 _ _ PROVI DE TEMPORARY WATER � I SERVICE UNTIL CONSTRUCTION OF WATER MAIN. SEE DRAWING W-1 SSMH #21 TA. 59+21.63 LT=16.51 SEE DETAILIE h MANHOLE STA. 65+21.56 LT 3.84 60` 36' STEEL C ING PIPE IV m Z= O SSMH LE 60 MANHOLE 2 z z e- V Q SSMH #24" \ S-7 STA. 65+91.74 LT=2.69 STA. 70+21193 LT=4.4144 60` MANHOLE 6 MANHOLE aµ....�""��`�` ` L I SSMH #25 pe SSMH #26 --- t $ rr - o o z l - - o REMOVED EXISTING SSMH F0442 1 Q REMOVED EXISTING LL � n- f 2 z t i SSMH F0441 w zzz IF 4754- 5+ RI =47E 93 E. P 3 I C T RELOCATE AND RECONNECT SS SVC \ U t � NORTH OF STEEL CASING a (INSTALL BEND O PROPERTY LINO O h s SCALE w - HORIZ: 1" = 50' O dg NOTES: SEE DRAWING W-1 FOR WATER RELOCATION PLAN & PROFILE VERT: 1" = 5' '' '' STA. 59+48.06 TO STA. 70+00.25 ROUSE AVENUE 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' ��] S 478' 4785 TH �24 S MH f25 ` go. 180' a 24" *#23 nu u 2 4` vbui. '•++rovne_i rovne i 2ye I —2v=4-l-'-+n -TT4`1VViO '-N ex 478 0 24` MI+ MH /2 4" o`1 + °+ n2 . LZil 0-Wr9 7Qg 4780 Iwo tD m e 1+ + o145' 24` SS 11 a a 477` SSMH z I ++ ow WWZ o 4—O 4775 i 00 + T� Oa + ^ < Q o 477Lb 0 + eE o n tl � + Oi 4770 _ N bb < } zn } i n io NN OP N BO M n U o o zz drn 4765 ao } + n FOE BOZ N CREEK 84765 a? o + < ddO + + 6 O N } } V N ZVI V LJV) N z � 4;60 V d0 m O0> Z o QW pQ Q I+4 F O 24` STM F-679PVC O 1.23% Q 429.�L w 16 62.0 OF 4755 p� I O J ASTM w 'o MAINTAIN 1. F-679 C O 1.50% CASIN O 1/56` S El = In Z w o - - _ _-_- - - OF SEP T10 _ - SEE D TAIL t - 1 - 4750 o o 4750 - - -- - - .. --- - - 5=7 -- 31.5 LF OF 24" 56 2.8 LF OF 2 ASTM F-6 79 PVC O O. 7% W m ASTM F-679 PVC O 1.16% -- -- w Z na 9 4745 318.1 LF OF 24" STM _ _-_ _ - -_ REMOVING 2 LF OF E STING 14" TILE IRON PIPE _ a7'1 r w m Z -REMOVNG 1045 LF OF EXISTING 8" CLAY SEXIER MAIN - W RE ORD DRA ING 2 4105 JOG 4740 PRaEcr na _- 0417.037 of 4740 Ibn�l 1bn7 Ybn ebn b♦n �bn!1 Nbn 1bnf bn bn bn bn � nn nnnn�_ O� T O O n n n h e SHEEP N UMBER 9 O M 0 M O a V) N e O b b T O O b b b b r n DRAWING NUMBER N OR O h N, 00 N !l 00 O� I� N w' p r n n n e e e e e a a a e a < o a + e O 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+DO 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 fig+50 70+00 70+50 — - 3= mom U Z O .0 no OO � CV D > =O Q U U STA. 70+21.93 LT=4.41 60" MANHOLE SSMH #26 SDMH #47 zz e� 44 - IE=4777.31 NV. •,.,1-y stla'ft i. _-1E-4779,34 f I M IE=4784.30 5 STA. 82+73.85 LT 3.50 RIM=47FF - 60" MA HOLE REMOVED EXISTING SS N31 M ED '. '�., INSTALL 10 LF OF 10" STA. 78+77.19 RT=1.75- _ SDMH 30 SDR 35 PVC O 0.30% 60" MANHOLE � REMOVED EXISTiro.: SSMH #28 2 RT=2.66 SSMH F0436 60" MANHOLE MANHOLE a SSMH #29 N L + Z N w / ® a �, v Z _ _ _ _ _ J ♦ J cn O Z REMOVED [XISTING nQ - `m o - g _- _- - __W ■ o .1 + m, q M - n -- m F SSMH F0440 I o 0 0 N' I q to 3 STA. 74+93.34 RT-0.3 LE 5 - REMOVED EXISTING 3 60" MANHO 1 I SSMH #27 SSMH F0439 EMOVED EXISTING Q c REMOVED:EXI ING SMH F0438 2 +\ 2 37 w� wmIe _ ` 1 M,4 lil n," SCALE zci HORIZ: 1" = 50' O W x mLL VERT: 1" = 5' ,C/D.,'� 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' NOTE: SEE DRAWING W-2 FOR WATER RELOCATION PLAN do PROFILE & ROUSE AVENUE STA. 80+72.80 TO STA. 88+17.31 — - -- - - — 89' 90' -- 480h SSMH #28 #29 4. e0' 6- t80 9t 90 4800 : 92' ' 4800 24 24 86 92 224" 2 88' 24 " + h m80. 24 18 d � 3 rc "' k' 4795 SS H #28 - 94' W a n + an 4795 SSMH;#27 h + N + m m T a n d d d d II II II II + ,rim N h + a Q 01 h N - Q N h m I+� .NF. 3 -'t- .. G Z 0 4790 < mars- - ~ hd h t�G 4790 1 Z Z N H h N?d ✓1W UIHZ A A wO mm d zvlw3 °p o + ,^ 3 NF 1 0 4 u U a ww aQ g 4785 + h m Q n o m < r- : i - _. - - a _ - 4785 J w N 0 - h ve d r�a6 0 o vs: h 1- W J h ,oenh nV z �. - -- _ - W N o �hnn n h+ O+ + nh ~ NFI Wd_Wd Wd Wd a. -O , W Q � z W°°'r 0zNh Q Z 4780 o - 4780 Z _ wa3Q Z+ Q 0 N O�ap' omo N N O n n~ his - '� - - W Q Q o N d a a N ,n N _ 55 - _ _ _ - 3F� 79F OF PVC O"1 18RM 4775 Z d m 4775 v)�iR ww s u! m _ ---- - - - - - -- - -- __- - - _— - 0 J N W o '�� - --- = 296.3 LF 24"ASTM�F-679 PVC 1.15% Z w u 4770 �� - - _ _ 4770 � N _ Z5.6 LF 24 ASTM -679 PVC D 1.16X41' 382. LF OF 24" ASTM F-679 PVC 01.09 - - - w I 3 _ - - wZ N Q ak10 4765_ 4765 LLj z 470.8 LF 24"ASTM F-679 PVC ,.,7x RECORD D RA ING 2i24i05 JOG m w REMOVING 12 LF OF o REMOVING 349 LF OF EXISTING " CLAYS R MAIN REMOVING 25 LF OFEXISTING 8" LAY SEWER MAIN -- PROJECT No. - EXISTI G 6" CLAY SEWER MAIN 4760M - - 0417.037 0 SHEET NUMBER m d h O M 10 W N N OD M 10 Ol N Y1 O N m 01 r7 h O M h O r1 t0 01N ,0 W d 01 M 00 M 01 d O N. 0 10 N h f OD O M M7 m W O NN ,ri IG 1G h I` n r uJ ¢� m Oi 01 rn o O fV rY fV tV M �' M O Y N N ,ri 1ri m m ci Oi O O tV N tV lV fV fV M M nj 10 n n n n n n r n n n n n n n r n n n n n n m oho u^h0 0^h0 m m OhD OhD ID ah0 ah0 hW ahD hN OhD ahD W m 100 00 0 co n ^ Oh'i• p P A P ^ N m A DRAWING NUMBER O f f f f d, d f f f d f f f f f d d d d d d d d d f f f O d d f d f d d d d d d d d d a d f d f d d f d < d f d O O d — 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+SO 76+00 76+50 77+00 77+50 78+00 78+50 79+00 19+50 80+00 80+50 81+00 81+50 82400 82+50 83+00 83+50 84+00 84+50 3� m0� CASING CHOCKS - 3 EACH am PER PIPE SECTION (TYP.) a ; SHALL BE AS SPECIFIED. iz " wow Zo PVC CARRIER PIPE xB CASING CHOCKS _ _•�a33iy'j''a 0 STEEL CASEMENT PIPE) 0 SECTION Q SECTION B BELL END OF PIPE. NOTES: 1. CASING CHOCKS AS SPECIFIED. INSTALL 3 _ PER PIPE LENGTH - MIDPOINT AND MAXIMUM TA. 86+26.62 LT=1.82 OF 2' FROM EACH SIDE OF JOINT, 8 0" MANHOLE SMH #32 - _ - -. CASEMENT PIPE LIMITS I' 5 z o0 P --- RR OR STREAM CROSSING ' u g -.�- REMOVED EXISTING SSMH F0S4'E SEE PLAN k PROFILE " m 14.0 LF OF 8" SDR-35 PVC O 0.50% CD w ez STA. 88+04.69 ---' I > CASEMENT PIPE SIZE VARIES WRAP-AROUND END SEAL WITH WV #35 i SSMH 33 (SEE PLAN AND PROFILE) �L-4787.76 LONGITUDINAL SEALANT AND SECURE CARRIER PIPE THE CASING AND CARRIER PIPE WITH ��nn -- T* RIM=4794.26 wrSTAINLESS STEEL BANDS. z______________________________________SDMH k45NOTES: SEE DRAWING W-2 FOR WATER RELOCATION PLAN h PROFILE NOTES: 3;IE=4789.0 W STA. 80+72.80 TO STA. 88+17.31IF=4789.0 N! STEEL CASEMENT PIPESEE PLAN AND PROFILE SHEETSASTM A570 GRADE B FOR BORE AND JACK LIMITS R °� MIM. YIELD STR. = 35000 PSI- MIN. WALL THICKNESS = 0.531" ROAD BORING AND JACKING-TYPICAL CROSS SECTION BORE AND JACK DETAIL Ioft NTS S-3. S-5 F�6-4'± w ROUSE AVENUE §t I 3'- 0'+ € 6 8" 8£ 4805 180' 89" 4805 MIN. 8 j MIN. 24' 247 7 24 o EXISTING _ CONCRETE p n n ,� `�i z 5'-3't SHELF SSMH 33 180" N + $ro,� iF _EXISTING n 4800 < SSMH 2 tO z a a n a n+'O n 4800 � m� +� CHANNEL n w ~ i+ + m m m - II a 3 in m m m w 6'-0'+ + 13'-41± (FIELD VEF IFY) 4795 _ a v~i (A`� < i 4795 Je 's' m o m z _ E Q MODIFY PORTION OF CHANNEL Z 4790 _ - _ _ I _ 4790 EXISTING ACCESS 2'-3' TO ACCOMMODATE NEW 30" PIPE a qo, COVER MIN. EXISTING STRUCTURE (TYP). TAPER DOWN TO 2'-3" MIN WIDTH AS z z WALLS SHOWN ON PLAN. 1-1O SECTION B w I IL - --- -- -- - _ - NTS v Q 0 4785 ___--- - J 4785 /� N N w w EXISTING � J n _ - CONCRETE SHELF 6'-0'± LJ w0 In 4780 - 175.3 ILF S OF 24" TM 4780 Lil Q z a a - - 9PV 01.18% F > 3 zo 3 - I 9'-3'± se Q o a + o m r� 351.1 LF OF 24" kSTM - i ' 3'-0'± z SAW CUT EXISTING NEW 30" PIPE L'j Q Q o F- 79 PVC O 1 87L � z w o ,n - - � STRUCTURE AND INSTALL 2'-6' MIN. SAWCUT EXISTING SPUTTER (n w J 4775 - - - - 4775 A NEW IFCO 772 FRAME c AND IFCO 772-B COVER. EXISTING STRUCTURE AND GROUT _ .; - - - '5'-3+ CONCRETE 30" A-LOK GASKET IN PLACE 0J o (DID NOT INSTALL) q w o - _ _ - SHELF EXISTING Z w " PIPE - - MODIFY EXISTING 2 EMOVE AS REO'D TO = N N 4770 - - - 4770 0 CHANNEL 0 ACCOMMODATE 2•_4" ACCOMODATE NEW 30 PIPE) NEW 30" PIPE (FIELD VE IFY) i w g NEW 30" w z a 4765 4765 /a F=�1 PIPE N� REMOVI 250 LF 0 EXISTING 1 " DUCTILE IliON PIPE 6-0'± w MODIFY EXISTING CHANNEL TO ACCOMMODATE O S NEW 30" PIPE. PROVIDE MIN. 2'-6" WIDE OPENING m v, REMOVING 405 LF OF SCALE PLAN FOR FULL HEIGTH OF SHELF AT PIPE ENTRANCE. o E ISTING 6" ClAY SEWER MAIN N0.PRO.IECT 1 4760 4760 HORIZ: 1" = 50' 0„7.037 n . - o VERT: 1" = 5' SECTION SHEET NUMBER oo O n UI n O nO N " NTS M m : 6mWI mo . 1 1 X 17 HORIZ: 1 100' — rn rn m rn mm rn WI a EXISTING SPLITTER STRUCTURE MODIFICATIONS 1 DRAWING NUMBER1 1 x 17 VERT: 1" 10'ti , — NTS S-1 RECORD DRAWING 2/24/05 JOG S-7 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 moo a iw?3 O� Lp O 0 RI -47 B 89 ���• --- STOy 0+1 .49 R-11.17 REMOVED EXISTING SSMII 10304 REMOVED EXISIING - 72 MANHOLE 3 i SSMH F0330 "" "' SS REMOVED EXISTING SSMH E0318 tn R � • H /1 + + + i Y • 0 N --0 o ti n w 1 _ B O U © 1 Q 1 1 1 o F3 O SD N2 ST Ili, + 4.21 RT=8.93 a IE= 744.6 SW 72" MANHOLE -lio IE= 744.6 SE SSMH #18A E= 739.9 E >f IE= 739.9 W ST 3+$6.84 RT=21.03 RIM 4749 51 72" MANHOLE w'W^ ., m SSMH /19 zM� o TAMARACK STREET �g 4770 _ _4770 30" 30 _._�.. n 0 4785 _- L• SSMH 18A 4765 180' ix 1 30. ± 14 30" --j U 4• 3 o a 91' 89' 4760 SSW /19 4760 SSMH /19 U < o m 24" - 9 - - - -j j SSMH 18 0 0 E uo o 0 00• SSMH #19 ECESS BASE z o If 0 o n PLACED IN CITY OF BOZEMAN YARD C n 4755 m 0 z 3 w 'n .-N 3 4755 ~~ F�'T OI n: Omi 0 0 0 � Z Z moi cD �0+ + + + + 1 + +: + + + + . O1m co w0 l+n+ aG Ylo O 0 0 N N N'. n n it+nn `+ • W J 0<n nna F a a a a a a a a a F a na^ n x Edna a a N In In m m V) N O N IIn �: rn vl �d 'e �d Y N O NFL N N N N 4750 rn rn a w w w 0o m IIn m INn N 0 � � w Z V) rn��W In� L- 4750 w � c' _ — -- — — — ry Z w Q " a Z ~ W Q z r I' 4745 - - ---- 4745 > Q o -1 Q d n 3 55 Z W Q + - _ V) w 4740 !I .. - - ---- _ 4740 y m - Z U o a a 4735 :4735 ~ ck� Q 359.6 LF OF 30" SDR-2� w z PVC 41 0.43% �z w J Q 6.9 LF OF 18" DR-26 1 to� �� 4730 PVC ® 0.23% 4730 N cl - - - - - - - - - O SCALE w REMOVING 370 LF OF HORIZ: 1 50' PRaecT No. L 4725 XISTING 14" PVC SEWER MAIN -4725 VERT• 1" = 5' 04n.037 n 1 1 X1 7 HORIZ: 1 = 100' SHEET NUMBFI+ �Op! I� N n 10 MI N IO I� I� IO � ♦ f Q n O O� 12 i < < w Y + a d M a < f 0. Y f f < Q 1 1 X 17 VERT: 1" — 1 0' DRAWING NUMBER RECORD DRAWING 2/24/05 JOG S-8 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 i moo <mU �?260 yz z o Log UUU STA. 64+54.92 I INSTALL 16 LF OF 6" A. 59+4?.57 LT=33.8 STA. 60+16.12 RT=2MA S 51 D.I. PIPE. CONNECT NEW a33%yJ' I STALL 8" MJ GATE VALVE INSTALL 14x6x14" MJ TE PIPE TO EXISTING FH PIPE. I T.B. AND 40 LF OF W/ T.B. CONNECT �� 8 CLASS 51 D.LP. TO EXISTING FH. OPEN BOTTOM STA. 59+49.00 RT=5.2 BOX CUL RT =Q REMOVE EXISTING TEE AND -� - FOR BOZ CREEK - STA. 69+76.72 LT=11.9 2Um Z' _ z z e \ INSTALZ 16" MJ TEE,-8" INSTALL MJ 14" -- 90- BEND W T.B. Q ` REDUCER TO EAST AND 14" / REDUCER TO WEST W/ T.B. i - Q 3 3 STA. 59+50.30 =12.6 INSTALL 14" MJ 80' Q BENDI W/ T.B. iA I I / j � A a - o 3 _ OM i 2 STA. 70+00.31 RT=6I8 a a I� Z 1 AELOCATE-WR SVC - - - - �_ N iz STA. 60+28.48 RT=1.8 RELO TE WTR SV - INSTALL MJ 14" INSTALL 14" MJ BUTTERFLY 90- BEND W/ T.B. - - - VALVE W T.B. STA. 69+06.04 RT=7.28 �- / INSTALL 14" MJ BUTTERFLY w��w INSTALL 5 LF OF 1 z i z m CLASS 250 D.I.P. VALVE W/ T.B. WNOu ^ STA. 59+85.71 RT=7.1 STA. 69+72.92 M- STA, 59+24.41� RT6- .1 INSTALL 14X10x14" MJ TEE INSTALL 14x6x14 MJ r=W T.B. AND 18 LF OF 10` STA. 64+54.85 RT=6.1 24" STEEL CASING TEE W T.B. do INSTALL i6" A{J / INSTALL 14x6xi4 / 88 BUTTERFLY V ..VE CLASS 51 D.I.P. SEE DETAIL 1 RECONNECT FIRE R AAAA����.. MJ TEE W/ T.B. 2 HYDRANT LEAD PIPE TO T.B. CON 16* W_2 _ F-y TO EXISTING 16" PIPE. 4 STA. 59+88.67 RT=24.9 STA. 69+76.72 LT=11.9 INSTALL 10" MJ _ .INSTALL-'14' MJ O w m 4 GATE VALVE W/ T.B. EXISTING WAT RLINE IS TO BE REMOVED BUTTERFLY VALVE y CONNECT TO EXISTING 10" PIPE. OR ABANDON D IN PLACE AS PART BU T.B. MAKE SCALE Qi ^ FIELD VERIFY EXISTING PIPE LOCATION CONSTRUCTIO OF NEW SEWER LINE. REFER TO DWG S-5. ROUSE AVENUE CONNECTION TO EXISTING W AND ELEVATION. 14" PIPE HORIZ: 1" T 50' �+ VERT: 1" = 5' O d a € 11 x 17 HORIZ: 1" = 100' 1107 VERT: 1" = 10' $ V 4790 a IBS 4785 STA. 59+44.04 TO TA. 7D+05. 5 - 5 . INS LL 1087.3 F OF 14" PRESSURE C SS 250 ILE IRON P E a IE o 0 4780 STA. 64+15 TO ST 66+40 < N FIELDVERFIFY E STING PIPE - - - - - - - RESTRAIN ALL IN z x g i j --- ' - - ---- - - _ _ EL TION FOR NNECTION ��710 0 `� VA STA. 5+17.00 ' E - TO STA 65+97.00 + INST L 80 LF n n n a0 �i r f z rmi 4775 F 1TING: m < < OF 1 GRIFFIN N + ^ 1p m m - _ - `q-- - --- Z - o + ___ _ SNAP- OK D,I.P.1 _ - - rn _ PIPE ELEVATION FOR �'+ a < OR EQUAL + - n _ d rn \ _ --- - .I ,> 4775 H H o CONNECTI'N TO NEW LVE + y M n (D e < F - ; _ _ _ --- -"r--- - �� Z Z 1` +1O F m OP BOTTOM < N rn - - -- - - _ I L''I O n + + + < e< BON CULVERT N N N - N `^ - ;- - - - - _ I w + + f f ~ 3 0 4770 w v�j _ 3 _ _ < 9 ~ ; CR BOZEMAN 3 N e c m o < 3 - - - ( > - - �- -. .. .. „ 4770 a r o _ o - w N g LLJ v z 3 g AIN 6.5' MI HdU COVE -'- ��� L� n of yC. _ - n CAL y, W 4765 m - 4fi 3 3 { I Z Q d o+ 4765_ LrJ 3 Z o Om1 J J Q In Z Q O - . + J _ '�m Z 4760 _ INSTAL 70 LF OF ~ (/.I w Q N \ 4760 Z d o (,0 1 N ]C 0 4755 - ___ _ __ o + m +a o O 3 1n o - - - --- - -- -- -�- - < -- %�w •' it: tO m m 4755 z rn - -� eto k w v1 0\ - a n � n n J o\ n v ?rn3 w a ~o < �m n o �< vv1 ro��� n In 3: 3 S 4750 .o _ vi ao N r - ---- - --- -" N p N +m~ -- rn a - - N a LLJ o G o dd1z Ia750 O in ��o\ dNz d w ..zo r-z dd z �� w WW m 0 N�m 3 Ind m N Hw- Vl-m 41- F�j\ f~/IN-m NVI�m N=m 3 _ _ RE ORD DRA ING 2 4/D5 JOG 4745 PRQIECT N0. 4745 _ _. - 0417.037 M O _nOa minao NO1na0 M1na0 �noeof - nun♦ 01nau1 M1nao Nuna nn1♦0 0na1 1na0- 1n♦100 n.nar0 N1n0 N1no imnaA n0 1�anD <1nauO t1na0p na na c� .,Or� nnN SHEET N UMBER tp 0 d0 N N N 13 DRAWING NUMBERO10 0 a 111, W- 1 59+00 59+50 60+00 80+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69-50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+L� w3p m0 CASING CHOCKS - 3 EACH -- -- -- - PER PIPE SECTION (TIP.) n ,N Lm SHALL BE POWER SEAL - �� MODEL 4810, CENTER 9 RESTRAINED OR APPROVED EQUAL. rc� STA. 82+56.10 LT=43.0 STA. 31 RT=9.9 CARRIER PIPE CONNNECTECT T TO EXISTING INSTALL 6" MJ GATE VALVE 12" WATER MAIN CASING CHOCKS 2, W/ T.B. FIELD VERIFY EXISTING r W/ 12" MJ GATE VALVE STA. 82+57.13 LT=9.8 PIPE LOCATION AND ELEVATION, AND T.B. - REMOVE EXISTING CROSS CONNECT NEW VALVE TO EXISTING PIPE. AND PIPE, INSTALL 53 LF u - - --- - --- - STA. 86+14.26 LT=24.9 OF 6" CLASS 51 D.I.P. INSTALL 4" GATE VALVE O STA. 88+07.35 RT=9.8 CASEMENT PIPE. V 7 INSTALL 12" MJ 45' STA. 80+81.16 LT=8.2 W/�T.B.FIELD VERIFY EXISTING U SECTION A INSTALL 12" MJ _ PIPE LOCATION AND ELEVATION, m BEND W/ T.B. 90' BEND W/ T.B. CONNECT NEW VALVE TO EXISTING PIPE. <j SECTION B BELL END OF PIPE. STA. 8INSTAL8 L"MJ AND 22 LF OF 12" DI � '`STA.!86+15.79 RT=2.0 ' NOTES: � -_ _INSTALL 12" MJ REMOVE EXISTING CROSS 1 1. 14" D.I.P. CARRIER PIPE PLACED INSIDE THE CASEMENT PIPE SHALL BE GRIFFIN GATE VALVE - STA. 85+93.17 RT-15.4 INSTALL 41 LF OF 4" CLASS SNAP-LOK RESTRAINED JOINT PIPE OR APPROVED EQUAL. WIS T.B. CONNECT STA. 82 27A5INSTAL RT210.6 INSTALL 12" MJ 51 p,I.P. 2. CENTER RESTRAINED CASING CHOCKS INSTALL 3 PER PIPE LENGTH - MIDPOINT g TO EXISTING 12" PIPE. INSTALL 12" MJ GATE VALVE Q ATE VALVE - - W/ T.B. I STA. 86+B9.37 RT=16.5 AND MAXIMUM OF 2' FROM EACH SIDE OF THE JOINT. N t !f "-� <%..: I .W/ T. ��� Al INSTALL 12" MJ m w W T T SALVE Q CASEMENT LIMITS N o i r ■ m a. - -� _ a f -1- � - - - -� 3• X �j " __ - N- --.►-- - - - - m- - I BOZEMAN CREEK p mo Y C. RECONNECT 2" - � - - --- Q WTR SERV 2 XISTING WATERLINE IS TO BE STA. 80+8.3.11 TO,STA. B2+57.74 _STA. 83+14.41 !�T=10.2 6REMOVED OR ABANDONED IN I INSTALL 12" 45' BEND W T.B. I s 24' CASEMENT PIPE-REMOVE EXISTING 2 h INSTALL 12" MJ GATE PUCE AS PART CONSTRUCTION WRAP-AROUND END SEAL WITH w a. 4" WATER MAIN OF NEW SEWER LINE. �_ LONGITUDINAL SEALANT AND SECURI Z. w STA. 80+83.11 RT=13.7 VALVE W/ T.B. 14" D.I.P. CARRIER PIPE 5 ,J1 S-7. THE CASING AND CARRIER PIPE WIII- umrc INSTALL 12" STA. 80+83.Tt RT=13.7 STA. 86+17.28 RT=15.8 --------- zw K "S - STA. 83+02.39 RT=10.1 ___________________________________________________________ STAINLESS STEEL BANDS. w TEE W/ T.B. h ENO PLUG INSTALL 2" CURB BOX - INSTALL 12" MJ CROSS, ----------------------------- -------------_ ___ __ - TO THE NORTH TAPPED INSTALL 12x6x12 TEE W/T.B. REFER ---- �^ AND STAND PIPE -- -] FOR 2" SERVICE 19 LF OF 6" CLASS 51 D.I.P.. " REDUCER TO THE EAST TP. AND 6" REDUCER TO THE NOTES: REMOVE EXISTING PIPE.AND TO EAST. REMOVE EXISTING PIPE AND' INSTALL 32 LF OF 6" CLASS !CONNECT NEW PIPE TO EXISTING FH. WEST W/ T.B. STEEL CASEMENT PIPE SEE PLAN AND PROFILE SHEETS z d Aw Y 51 D.I.P. INSTALL 6x6x6 TEE - STA. 86+17.40 RT-28.8 ASTM A570 GRADE B FOR BORE AND JACK LIMITS _p IAT EXISITNG FH AND CONNECTTO FH. STA. 82+57.74 RT=10.0 INSTALL 6" MJ GATE MIM. YIELD STR. = 35000 PSI r INSTALL 12" MJ CROSS, VALVE W/ T.B.FIELD VERIFY EXISTING INSTALL 13 LF OF MIN. WALL THICKNESS = 0.375" STA. 82+57.72 RT=41.0 6" REDUCERS TO EAST PIPE LOCATION AND ELEVATION, 6" CLASS 51 D.I.P. INSTALL 6" MJ GATE CONNECT NEW VALVE TO EXISTING PIPE. o AND WEST W/ T.B. ROAD BORING AND JACKING-TYPICAL CROSS SECTION W VALVE W/ T.B. CONNECT .4 TO EXISTING 6" PIPE. FIELD VERIFY LOACTION AND ELEVATION. BORE AND JACK DETAIL 0�1� �•�) sgg Nn W-1 F ROUSE AVENUE �a R 4805 N _ STA. 80+ 2.80 TO STA. 6 17.31 tD z m INSTALL 70 LF OF 1 PRESSURE CLASS 250 DUCTILE IRO PIPE + 4800 o -1 4800 a iv z LOCATION AP D ELEVATION a a mom\ N m m >> }N + 3 n N o m O Z _ a Q4 4795 J m m u I-'' 4795 z z .- b _ - --- m Z Z LA 3 NOW N F1EL VERIFY € EXIS NG 12" _ .- - - MAINTAI 6.5' MINIM M COVER Z PIPE LOCATION - - '�I TYPICA Q 'NN 4790 AN9 ATIQN- ( `� _ 4790 z Z �O 1 I: 4785 - - 4785 Li N 1 W 0 -D W W 1 4780 �f - - -- - vNi 4780 Q p a - .. -- _ -- _ > 3 Z o a L 3 N Q a ¢ + N co m; m m w a Z o 0_aZO N� YI�\ a m 4775 5 - _ - --- - M io +J�v(Q�~ i�'' o�`+3 4775 Z_ o O' m Q W U m o JJ z m J m J W m Q Y - O N -> uou m z. NNz ��<m ,O�a 4770 Y mJ aov5 S 4765 N ; i w N oo�>m 4765 L,�J J N y Z 1 3 m a m r N- X 0" SCALE U ; PROJECT N0. 1 4760 - 4760 n1 - HORIZ: 1" = 50' 0417.037 O SHEET NUMBER ✓>' rn o �n o �0 N n a m o n �n m co 0 w a �0 m o n N n o o n o N v1 VERT: 1" = 5' 14 °°° rn rn ° ° ° m rn rn rn rn m rn °"' °"' °M1 rn °' rn °~' rn °n °6 rn a a 1 1 X 17 HORIZ: 1" = 100' DRAWING NUMBER n n n n n a + a < e e a a + a a a a a e w a a a a + a a a a a 1107 VERT' 1" = 10' = 79+so 60+00 - 80+50 _ -81+00 61+50 -- 82+00- 82+50 83+00 83+50 84+00 84+50 85+00 95+50 -- 86+0o 86+50 87+00 87+50 88+00 RECORD DRAWING 2/24/05 JQG W-2