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HomeMy WebLinkAboutBridger Drive Sewer Estension - 2015 \,0000�pN TANq�o, �1HER pryHOl//ry1111AIlNp""��a 2016 BRIDGER DRIVE SEWER EXTENSION CDRAWN BY: KMG HECKED BY:RJM APPROVED BY: DATE: 03/09/10 CITY OF BOZEMAN MONTANA m as o AUGUST 2016 Eli A � a Ell , RECORD DRAWI NU z _ o� B OZ t o O I H W 1883 0�� �� • �N.� IN CO. INDEX COVER SHEET CI SURVEY CONTROL C2 • VICINITY MAP BRIDGER DR.SEWER STA.0+00 TO 8+80 S1 BRIDGER DR.SEWER STA.8+80 TO 17+20 S2 STORY MILL RD,SEWER STA. 17+20 TO 24+62 53 -p E GRIFFIN DRIVE SEWER STA.24+62 TO 28+38 S4 DETAILS Dt _N SECTION VIEWS STA 5+40 TO 6+80 X1 0 `` PROPOSED : N. Bc°ry Rood WORK 0 AREAS � B°r°°Rood a a GENERAL NOTES LEGEND z ` 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA PUBUC WORKS STANDARD SPECIFICATIONS,6TH EDITION,AND THE CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA W Brld 2r Dr• PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION,INCLUDING ADDENDUMS,THESE PLANS,AND THE Cammercl CONTRACT DOCUMENTS. NG BURIED GAS LINE POWER POLE M-aow Wy. 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2015 BY MORRISON MAIERLE,INC. W Q r 3 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE AND THE BF- BURIED FIBER OPTIC LINE SURVEY MONUMENT w Hillda. CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE W O FOR UTILITY LOCATES PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS E.GAMS Dr. NECESSARY TO PROTECT EXISTING UTILITIES. ---- —E12W EXISTING 12'WATER MAIN (D EXISTING CLEANOUT Griffin D 4 MAINTAIN A MINIMUM OF 5 FEET OF COVER OVER THE NEW SEWER MAIN.WHERE MINIMUM COVER p! 2iwo I ` CANNOT BE OBTAINED, PROVIDE INSULATION BOARD PER C.O.B.STANDARDS. EXISTING WATER SERVICE • EXISTING BOLLARD L ` S. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW SEWER MAINS UNLESS THE ENGINEER 0) ` AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE ENCOUNTERED. ^ O O > 6. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON THE PUNS OR IN PROPOSED SEWER MAIN © EXISTING CATCH BASIN Fri T Y E Br nt St. ` THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OR HIS REPRESENTATIVE W V 9roM 01 �� ' \ ` PRIOR TO MAKING ANY CHANGES IN THE WORK. EXISTING OVERHEAD POWER i EXISTING CURB STOP Bona St ' y ` 7.THE CONTRACTOR IS RESPONSIBLE FOR ALL E SAFETY FOR HIS WORKERS AND THE PUBLIC. \^,/ ter Ra. v ADEQUATE SANITATION FACILITIES SMALL BE PROVIDEDVIDED BY THE CONTRACTOR FOR HIS PERSONNEL. WV F�-1 3 IIC�/II �J 5 ' S.THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM DAMAGE DURING BP EXISTING UNDERGROUND POWER EXISTING WATER GATE VALVE 81 VV ay 9 LM1kh or. CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. M F+I 9. THE CONTRACTOR SHALL ADJUST ALL MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL EXISTING 8'SEWER MAIN EXISTING FIRE HYDRANT o CONSTRUCTION.ANY MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY tiro \O b' SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. r-I Inch St. L �' Q mlock St. : 10. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE'TYPE A' UTIUZING'TYPE 1' BEDDING UNLESS EXISTING SEWER SERVICE EXISTING STREET LAMP N 0 Stogy DIRECTED OTHERWISE BY ENGINEER. SPECIFIED BEDDING SHALL BE FROM 4'BENEATH THE PIPE TO 6' fif Of r (,, Y HIIIS ABOVE THE TOP OF PIPE.(SEE MPWSS STD.02221-1). THE COST OF THIS ADDITIONAL BEDDING SHALL �r BE INCLUDED IN THE UNIT PRICE BID. CENTERLINE ROAD EXISTING SEWER MANHOLE i Tamarack St. Z® 11. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT ❑ ❑❑®❑ ®�/f HIS EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. -._-- EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE MPDES PERMIT. BTV- BURIED TV CABLE EXISTING STREET SIGN Aspen St.❑ ❑❑❑❑ OD 12. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS C t.❑❑❑❑❑❑❑❑� DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT CONTRACTORS EXPENSE. BT -- BURIED TELEPHONE LINE SHEET NO. 1 �❑ ® St. cnSq 1 0 EXISTING CHAIN LINK FENCE 1 1TI EDGE OF ASPHALT C 1 OFF 8 .c�.00•�pN TAN a �Mgoir, f R ER �R *_ E 4� CP'AC' 11'1 SET REBAR W/AC --- r��#Iumllln u111111�Aa MARKED TR2 MORRISON-MAIERLE,INC. DRAWN BY: KHG 501 N•58 .060 E 170.628 CHECKED BY:Rll[ =55 EL•4703.63 APPROVED BY: BRIDGER DRIVE CP'AC' CP'AC' MARKED BRSMAC A SET REBAR WI AC __---__-_`A4 \ _ r MORRISON-MAIERLE,INC. ` �' MARKED BRDRu. _ -_-� --_ `1\\, // J#y .*ra / N•568B1 60 / 1 D 04 Y1� yy MORRISON-MAIERLE,INC. =_-imo- - - .... E• 7 0 i N=58390.356 - _ 4e ---- -_ t nJ E=SOSB4.778 - ^—ST EL 471118 • �(]/.- - - _ R .ne .ago G EL-4695.39 JEXISTING.SMHpi z SSMH#2 SSMFW3 E%137IN0 SIDEWALK)/� SSMH#5� EASEMENT Ri IT EASEMENT ASSEWERe � SANITARY EASEMEENTNT I I .4A CP"AC" I i Z / SET REBAR W/AC MARKED TR3 p� MORRISON-MAIERLE,INC. N '- N=58359,787 _• - E=55448 756 SSMHpi EL=470716 \`I SET REBARW/AC SSMH#5A #►,.-.� (,-1 I\ ] MARKEOTR1 y: MO 4,3RRIS MAIERLE,INC. N Z I 76 E•548BB.S4B - �y C EL•/BB7.68 Ory.1 l� h+l Ri 60 ,�' Q F�•I Q a d I o � O F � a 0 SSMHMB I R PROPERTY IOUNMRY 1 j OA. RECORD DRAWING �I YPIaAL1 SANITARY SEWER MANHOLE COORDINATE TABLE Z DESCRIPTION NORTHING EASTING RIM ELEVATION -` i O EXISTING SSMHpi 58395.8420 54519.2170 4694,7400 I--1 SSMH#1 58291.6880 5461102840 4695.8700 SSMH#2 58389.5350 64894.8570 4698.1100 SSMH#3 58433.3940 56271.3110 4708.4700 SSMH#4 58417,8690 55670,8910 4709.1400 ,. �\ E- SSMH#5 58404,0650 56026,4960 4713.4800 ,,. SSMH#7- SSMH05A 68280.0799 58025.6537 4714.1900 �] a SSMH#e 57988.7550 .675 476108320 7 6838 716.92000SSMH#7 0 z SSMH#8 r•_� F SSMHl9 57537.5680 55M 4890 4708.8300 F+?r-I z Z O NOTE: COORDINATES ARE TO CENTER OF MANHOLE - W ^� U CP"AC" CP"AC" SET REBAR W/AC SET RES I MARKED GRDR MARKED GSM MORRISON-MAIERLE,INC. MORRISON-MAIERLE,INC. N=57501.071 N•57547.665 > N N E•55490.713 E•56036 765 1...4 C) W EL=4704.20 EL=1715.97 N DO IF+-1-I ' Q��� /FQyI -\- �4�1'1/E— �r SSMHf Scale: 1"=60' / / y✓ I 0 30 60 120 -I , SHEET No. 2 i OF 8 oao\oONTAN'u BRIDGER DRIVE * R, , '*` EXISTING 8"SANITARY -_--__.-_ � F p///1111111111111111\1\\\\\\\���\` SEWER MAIN, ABANDON IN PLACE CONTRACTOR SHALL PROTECT ALL -- _ STA 7-92,END TREES FROM DAMAGE - - DRARN BY: EIIG STA 0+00,CONNECT TO EXISTING SSMH •� .w. _ 12'WIDE ALL WEATHER EXIST.:NV.(NE)=4686,45 ,6T-- eT=--r-I ACCESS ROAD CHECKED BY:PAM EXIST.INV.(SW)=4686.22 ..-.- -, � -- � SEE DETAIL,SHEET"D1" '-" - APPROVED BY: PROPOSED INV.(SE)=468C 42 -/ \ DATE: 09/1{/18 - - pp yII yy STA 4+39,48"DIA.SSMHAI2 RIM ELEV.=4698.11 ' + INV.IN(NE)=4891.71 I. $ 00 9+00 yy INV.OUT(SW)=4691.51WELL 1 I \ a d z r p — NOT IN USE - 171° W rn c ILi I;I �OQ nao.00— STA B+RB6EL DVA=4706.47 11 _ INVM.IN(NE)=4694,63 \\ W % STA 1+65,BEGIN INV.OUT(SW)=4694.43 LLJE 12'WIDE ALL WEATHER 168' R ACCESS ROAD 5 666 SEE DETAIL,SHEET'01"0 STA 5+40-6+80. 30'SIDEWALK DOD 4:1 MAX FILL SLOPES TO REMOVE&DISPOSE OF x LIMITS SHOWN ONE TREE EASEMENT OD SEE SECTION VIEWS SHEET"X1" N N I � I N r_, %OO Z OD 112° 7 N a REMOVE&DISPOSE OF U i� vt TREES 10'EITHER SIDE m w IL OF SEWER MAIN `\ a O O - \ E CONTRACTOR TO VERIFY DEPTH / \ STA 1+39,48"DIA.SSMH#1 OF ALL UTILTIES PRIOR TO RIM ELEV.=4695.87 U m aJ N INSTALLING ANY MAIN IN .IN(E)=4889.12 W INV.OUT(NW)=4668.92 I Scale: 1"=30' 0 15 30 80 y c� Ijl�o m $ TYPE A BACKFILL I = STA 0+00-8+80 INSTALL 880 LF 15" HORIZ.SCALE:1"=30' N 4710 SDR-35 PVC PIPE VERT.SCALE:1"=3' r 4710 �'�7J♦ G►V� w 2 to 4706 W 4708 m m (n _ ma 4706 00+ 4706 f STA 5+40-6+80 DO m FILL AREA,SEE TYP.--- SECTION SHEET"D1" - O g 4704 � �� �' I -- 4704 oS m d m # I „ f m m - d x ao 4702 ,l o o w e M j cg II W Q w Z O Z 4702 W z z D w a gii ZI E- i pwOz z n u m pui a w20 O �- UN N 4700 8 -a y w w �' PROPOSED ACCESS m z z w w U O N z w w O o x w w m 11 II ROAD FINISH GRADE zw a 4700 W00 r-- EXISTING GRADE 99��'/' z w zd .� 4698 wu�u�o. z ~ R Co z ¢ z O - z z y�-0 - iw — — — — - zo d a z x x C m Z m O i z w __ f�wo m rn 4898 O ' _ _ - w a z 0 = o. x x O O z x x x x �. w wmo- am. _ --- xo ww O 4698 a?/ \ a a o = a m' - — I r y o ¢0 4696 o R y \ m a- ^`+ � $w ym m + r o +_a a +> N W O a f INSTALL 374.5 LF 15"SDR-35 PVC 4694 R rn a N m PIPE @ 0.73% 4694 D7 [~ 4692 \ m 4692 o INSTALL 296 LF 15"SOR-35 PVC w PIPE @ O.B1 4690 4690 Q 135SDR-36 PVG 4688 INSTALL PIPE @ 1.85 * 4888 18"MIN. 99 4686 ---12"WATER MAIN XING 3 p 4686 T.O.P.=4686.53 u 4a z 4684 z 4884 SHEET No. 3 $ n gg m Mgr a8 $ ��° n gb R� g �� �� �s <&3��m�$�� P ��$ �1m .9 88 0o go Mg ^<4 88 g Is 81. 0 �g 21 $ 3 mA �� n�8 SG�� s n ;8 g gg 9��g mm 88 8 2 Mm m m �� SS RS R R g R R g Sg S8 gg SS 5a SR �g gg �� �� 8 g8 g8 $o $s °s $o�o�0 83 3d 8' 38 SS S8 88 88 gs gg �g 98 gg gg 89 gg ��gg gg gig 88 88 g8 g 9� g g n8 8� 8� �$ 8 �8 8mg g h g gg ggm N °o �� g g g'� 9 $ $$ $ tO8 $ g S N I9 If It It SS SS SS SS SS SS SS SS SS S`S SI dI If If It It 14 SS SS SS SS SS S3 `9`t It It If t}it 3J`'d it it 3'S it if `11 `S`S `S`S `!$1 `S`& `8`& `8`& `S`S `S`& `S`S I`& B`& it 3`& `I `Se Ba `9^< &v S^e 9a 9 `Fa $v a^ve aU as ^a^v ^e ^e^v4 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 S OF 8 ON TANgrriri.. R QgRR'T CONTRACTOR SHALL * 3U PROTECT ALL TREES BRIDGER DRIVE 10 10 WELL NOT FROM DAMAGE - L '^* (°. nrmmnnnnum IN USE ,we I _. IN USE ... 92 _�_..—-•�..—�._.— DRAWN BY: 171C WELL NOT S fA 13+ � S5(12 1I 80 DIA SSMH14 -_ `\ i/ /_-- aee APPROVE BY:AJI[ RIM ELEV. 4709.14 "'° _ I �4 �l 55 IA.e.)INV IN(E)=4696.53 r _____ RESTORE TRAIL TO PRE zw- f- APPROVED BY: \ - (A.B.)INV.OUT(W)=4896.33 er er CONSTRUCTION CONDITION !!tom _ e� __--F � -la_. _ DATE: osiune - 8+00 9+0p - }.�(I --_---_ (�' STA 15+74 80"DIA.SSMH#6_� F 0 ! 10+ +00 I RIM ELEV.=4713.48 i 1 j F INV.IN(S)=4698.61 - —_--- 12+00 13+00 14+00 INV our(W)=4698.04 - \ rn > 15+00 11 0 \ 30'SIDEWALK� -° V] j EASEMENT 180° '( a r• REMOVE 8 DISPOSE 92' O OF 1 TREE g O c CE \ \ I I I REMOVE 8 DISPOSE + \ \ OF 1 TREE 0 O hip W � STA 12+12-12+76 II / Q 12'WIDE ALL WEATHER ACCESS =ROAD,SEE DETAIL,SHEET"W" O e m + _ J z N N m Q 2 O I ) STA 16+98,60"DIA.SSMH#5A N W v w „i• RIM ELEV.=I 1 4714.19 O _ q O o n Z -N- EA, F� ST TUB W E END CAR MAIN PP us I II INVINV.IN(E)=4701.82 I II INV.OUT(W)=4898.98 � U I + III V j o N MATCH LINE - STA 17+20, SEE SHEET S mmmollScale: 1"=JO' y N m 0 15 30 60 W NOS F � 06 TYPE A BACKFILL III yo 4718 STA 8+80-15+74 INSTALL 694 LF 15" 4718 O 2? HORIZ.SCALE:1"=30' SDR-35 PVC PIPE VERT.SCALE:1"=3' m $ STA 15+74-17+20 INSTALL 146 LF 8.. M o ii 4716 ..< SDR-35 PVC PIPE In 4716 Q1 W S a ^ m w C11 4714 = LJ a -- 4714 K mo� 4712 rc�SF / \ / oaue nW`g N 4712 w EXISTING GRADE < >> ,. \ + w 4710 _` / r'w20 �nez Q 4710 O f>> O0 H W LLJ / �+w y w� N V) L_PROPOSED ACCESS / w z O I 4708 O ROAD FINISH GRADE w Z z z w 4708 W 00 x W 0C\2 4706 r 4706 d + W F 4704 W 4704 ZO z J W � 4702 H 4702 W � W Ls7 W � 4700 N INSTALL 121 LF 8"SDR-35 PVC PIPE @ 0.40% 4700 Ems- Q U- 4698 INSTALL 351 LF 15 SDR35 PVC 4698 PIPE @ 0.43%n 44 a(A.el W INSTALL 395 LF 15"SDR05 PVC 4698 PIPE @ 0.43% 4696 NQ W W 4694 4694 4692 �c333 4692 �LL SHEET No. 4 AR 28 $$ m$ Al. 11 4= S?IR`=$$&;BSI$$.S�m s$�m 77"d'& `22 <s f88 28 99 $2 .19 4N "e 1�ae u3�Y�^ �5 o W 8N 1.2 `c7$ A :: $A `AA $m ^`8,Nr AA$$$A$$oP,22�rz 9A SS "9A 89�m Fig,Nr qF Vh 3S2 RH R� $9 °�� SS 2 S'e pA `S`S � G8$$ ea av as a e vv av a e as a a a+a� a e as av a ev aS 2 a as av a+a 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 OF 8 o\000a�pNTANq,,,,,� STA 24+20 = R Jl.�' STACKED STONE * *' ` STA 24+62,60"DIA.DROP SSMHOB STORM CULVERT RECORD D RAW� �v RIM ELEV=4712.38 CAPPED W TH FLOW FILL INV.IN(W)=4704 82 ABANDONED IN PLACE(A.B) L pa w 8.5'BURY(�CAP(A.B) INV IN(E)=4704.82 � mnelmmm�lx Q STA 22+30,LEFT INV.OUT(N)=4702.28 DRAWN BY: n[6 INSTALL 50 LF SEWER MAIN STUB EAST J W 4"SDR-26 PVC SERVICE @ 2.0% STA 22+32,LEFT SEE SHEET"S4" CHECKED BY:RJY J Z RAISE TO 6.5 COVER @ PIPE END INSTALL 50 LF h J SEE DETAIL 02730-3 4"SDR-26 PVC SERVICE @ 2.0% '�� APPROVED BY:_ RAISE TO 6.5'COVER @ PIPE END DATE: 03/09/15 SEE DETAIL 02730-3 y - 45'VERT.BENDS 25' 32'FROM CAP�9 1 y y 90, 171° \ 24+ S N > 17+00 18+00 19+00 -- -1 20+00 23+00 z 22+0 1 - o STORY MILL ROAD N -- --__ 177 1 r 5 - _ -x•`— — _--- - o - - - - — — r �..��_ 45°VERT.BENDS :®8.. GJ� r w 0 W �-_--��_- ' / / R 10'FROM CAP ln9 > W STA 19+89,60"DIA.SSMH#8 STA 21+R M ELEVA_�SMB.#0 �Cv }4 RIM ELEV.=4715.61 _ INV.IN(S)=4716.70 1 z y N -�- - = U ( )' 4 18 INV.OU ( )=4700.23 - - _- _ STAINSTALLL 4 LF �X�ry. I1\\ LL '' m 1 INV.IT(N) 4700.23 INV OUT N 470 08 RIGHT _- ' - -,- 4"SDR-26 PVC SERVICE @ 2.0% - �. f• 'z N RAISE TO 6.6'COVER @ PIPE END Q" N - - SEE DETAIL 02730-3 W N N m -- - Z Scale: 1"= 30' J d s►s�l1 V' C7 4] (n IK�.�11...M.II pvp4q 4724 TYPE A BACKFILL lyl 4724 W Z STA 17+20-24+62 INSTALL 742 LF 8" HORIZ.SCALE:1"=30' = E SDR-35 PVC PIPE VERT.SCALE:1"=3' N 6. 4722 I21u 4722 �.�PTy « I•V'�o Uj cl N f�hp i 4720 } 4720 ap 8 Iro��p NO tO N jy `V N �° r d � 4718 N N N 4718 fIJ♦ GAS' m J H m m 4718 EXISTING GRADE ' _ _ _ _ _ — — — — — — = a g i = = p a? 4716 4714 Nma 4714 W Yf{"{yy N V P m < > > N Jwj F-I �t79 Cl II m m W 2Z0 O En 4712 1'"~ 4712 W 0 v+,�u NW2>> r` viK___ �Uj JII~j Q 2Z n ~ F-1 W WZO (~iJz__ rL 4710 + N z z z a 4710 E�I�y1 n x x x O ✓Y 4708 m 4708 --.4 ( + 470E Z H N+ 470E J CQ S 4704 H rn 4704 W '� + INSTALL 275 LF 8"SDR-35 PVC PIPE® 0A1�Ino� 1N--K O Cl) .--I 4702 INSTALL 188 LF B"SDR-35 PVC F� 4702 PIPE @ 0.40% Q Ei F INSTALL 291 LF 8"SDR-35 PVC Cn PIPE @ 0.40 4700 4700 TWA V Q 4698 4898 4698 4696 4694 4694 SHEET No. 5 ^ � e8 ' m 8o v M 3°S°S A m r°88 I° m 80 8888 R° m 8m � n . a vv as 3 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 OF 8 0000 pN TANA.. ORn DRAWING .. SEWER MAIN STUB EAST STA 2`t+6 F. * RAgF� R, c \ STA 24+62,60"DIA.DROP SSMH#8 - I Q RIM ELEV.=4716.92 �rmrrummm STA 25+78,LEFT STA 28+26,LEFT I (- INV.IN(W)=4702.38 J INV.IN(E)=4704.81 INS TALL 38 LF 4"SDR-26 PVC " INSTALL 36 LF 4"@ 2.0% DRAIIN BY: 8110 SERVICE @ 2.0% PVC SERVICE @ 2.0% . INV.OUT IN)=4702.28 �� 1 RAISE TO 8.5'COVER @PIPE END _ INSULATE FULL LENGTH 1 CHE D BY:RIY SEE DETAIL 02730-3 J r `IG 'o OO�V`� APPROVED BY:_ lY 25 00 �`. — _ - \, o+ / <� — �FF�N C� DATE: 03/14/10 28+00 — _�� GFt 888 J soo 81' — —.— — 28400 28+38 O + C i f STA 26+38,48"DIA BSMH#B _ INSTALL PVC CAP N y(� RIM ELEV.=4706.83 & MARKER POST F r ti� STA 28+24,RIGHT INV.OUT(E)=4703.87(A.B.) INV=4705.00 INSTALL 24 LF 4"@ PVC SERVICE .0 2.0% * STA 24+64,60"DIA.DROP SSMH#8 (n \s Tq INSULATE FULL LENGTH RIM ELEV._4716.92\ "Ir. I INV,IN(E)-4704.81 �. i INV.OUT IN)=4702.28 o � 00 0 ¢ N 0 0 2 N N a �° .. o scale: 1"=30 —GRIFFIN D,✓\/E c co 0 15 30 50 N _ .d INSTALL 47 LF . -. 8"SDR-35 PVC fV m PIPE @ 0.40% 1 Scale: 1'-30' Ey C 0 15 30 0 V P4 ro N) E- p�C a. wvyr� (n 4720 4720 Q� poi W N M 4722 N TYPE A BACKFILL HORIZ,SCALE:1"=30• 4722 02 $ STA 24+62-28+38 INSTALL 371.5 LF 8" VERT.SCALE:1"=3' va N SDR-35 PVC PIPE �.V 4720 tt w 4720 4718 4718 �!0` G 1' 3' rz Q w i 4718 j y 4718 a -Ld o 4716 4716 Z N N m 4718 N 7 0: `a 6 4716 a S ng a EXISTING GRADE N Z 8 v 4714 ° u Z —< _ _ ° 4714 4714 4714 ~ j c• z a n w 18"WATER MAIN W 5 w __ CROSSING N w??O z ro H N +m MAINTAIN 18"MIN. Y 4712 w C 9 i i z + \ < j 4712 SEPARATION 00 4712 4712 W o \ Z 4710 + \ \ 4710 y1 m d Z Co xg W z 4708 4708 4710 0 io g 4710 w 0 " gwS �' CQ 4706 j 4706 F=O N W vi m O W P � W ' 4708 4708 � NO En CQ 4704 INSTALL 371.5 LF 8"SDR-35 PVC PIPE A 0.40%(A.6.7 4704 Qi Q E- �! PROVIDE INSULATION IF F+-I 4702 DEPTH OF COVER IS 4702 4706 4706 W LESS THAN 5'(TYP.) Q 4700 4700 1--i 4704 4704 4698 4698 4696 4696 4702 4702 4694 4694 4701 4701 SHEET No. 8 tnim 88 a< $Y �8 n 88&8 88ZW88 88 mo 28 9G E.9 o Sm 38 �9 SS 88 88 88 IM 33 99 89 m2 S. 88 a o SS' 88 88 8 a v+ v ea vv+v va va as ca as a �a av v�a� a as va va 0+00 0+20 0+40 0+60 S 4 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 OF 8 \\ooaoMpN TTNq°i"k a` R `�T, sz _* A (y*_ Frame and rover to toes.,them D&L A-11172 Ting with A-1178 cover, Standard costing&c From.and cover to be either D oL A-117e2 ring with A-1178 GREEN STEEL POST EJIW 3771/3772 a ppro,ed equal. e g over v r,EJIW 3771/3772 ee or plor—cl equal. Covers shall have two 1"pick hole.. Covers shall hove two 1'pick hole.. 4SURACE L Flat slab c 11� DRAWN BY: EMG Adjustable ring., 1 NOTE:All joint.between manhole sectian.,manhole ring& Adjustable g.. PROPERTY CHECKED BY:RIM 2• In., 12" top section,and around.ewer pipe into manhole shall be 2"min., 12" LINE OR alerts ht.Jointing material shall be"Ram-Nek"or 1 EASEMEM g 9 e9u= APPROVED BY: for all joint.except between sewer pipe and manhole wall. n �ax UNE NOTE:All joints between manhole sections, 5 1/2'BOULEVARD DATE: 09/OB/IB 24" yll man.`ole nng anddnatop,. ion,and around (ryp.) se pipe to hole hall be watertight. 4 Opening 5. 8" Jointing material shall be"Ram-Nek"e or p 4'-0' n equal for all joints except between sower LREETURFACE 5'SIDEWALK GROU 0 CITY Precast reinforced concrete manhole ri pipe and manhole wall. (TYP) and eccentric t ne top manufactured in Manhole step.at u MaheI.stop.at accordance with ASTM d..ignatlon C-478. .o I 1L 1e".,to. t 16'centers Precast reinforced concrete manhole d ( and cover manufactured in accordance er 1''� COMPACT �5 Ci b r w /ro eE�l„n with ABTM designation C-478. � (TYPO I (SEE ofciw onea�nann I I. `e t roan 5:,, ns' gran er I/s'. c N required (TYP.) (TYPICAL CUM EXCEPT 'Z ra =j (60"min.) APPROVED CIRCUMSTANALTERNATE LOCATIO CITY NS) o Pn-cwt chs rp .�•r 1'i$' Flexible gosketed joint ,9 O F W i a Gaekate0 Tee 2"X 2" C. ..f^.+1,;''� Top of pipe may 2 t •.•<,'� . y„ of extend past 5 v B B wtooD a o Variable 4m-0^ ; Imeaina II f MARKER qq ne 11.ltop n C ® [7 $� towel-elo Per f • '�6 coon.I det." � Flexible ketad t t ical bel}trimml E off y �y� Pipe restraint(typ.) 9 3 goo to-n see P smooth. U for precast bases detail) y p ^6 A 1/4 Gasketed 90'elbow cast into base SERVICE UNE SLOPE MAXF00T MIN.,1/T"PER FOOT Channel-die.of pipe Channel-die.of pip N PER �i PLUG /� N N m 45" ELBOW O N Precast in poured ass,place base. N 4 bars- 1'-0"C C Poured-n-piaa base,minimum Pretax d-in- ease. 45' BEND DUCTILE IRON W a7 o Crete thickness below(pipe is Poured-nr place Daae,pm nlm - —S'-4"dla.—mil 8 inches.Precast base,minimum c Crete thickness below pip,u is SEWER FITTINGS. (min,) thick,...is 6 inches.All bas.sm 8,thee.Precast base,minimum N •" v reinforced as shown. thickness is 6 inches. O O n �xe SDR 26 PVC PIPE 07 w d Stalni...eo.l 0.. C po Te. Radius of Radius of �I all-thread rod, r I anhole manhole 1/2" 0 F+•4 P4 6• e' I Slope at i'per foot yy slope at t'wr r cnannx m rml Sewer pipe NOTES: I d �Cnonnel to ry pipe depl,. ,; O I p.a.pu Manhole wall SEWER MAIN 1. THIS INSTALLATION MAY BE USED IF DEPTH OF O N NOTE:storm drain manhole,shall - ' f,. COVER AT STUB END WILL EXCEED 6.5' WITH t have formed hanne1. nd the `:�'% Epoxy grout rod. 0 "� tl pia.of lowest vpe Wert shall be g"higher Did.of a wer p'pe }' °• 1 STANDARD INSTALLATION PER STANDARD DRAWING �" m than bottom of monhole. g Starless steel 3"into wall ( C7 qp. t pipe clamp 02730-2) 1--I c7 Ms 2. MIN. DEPTH OF COVER SHALL BE 5' AT END OF U Z pal SERVICE STUB. ENGINEER SHALL BE RESPONSIBLE 14 N ro FOR DETERMINING REQUIRED ELEVATION OF STUB. w w SECTION A-A SECTION A-A SECTION B-B 3 GASKETEX HARCO GASKET IORS APPROVED SHALL E EQUAL. x z E- FSTANDA OZEMAN SCALE: SANITARY SEWER AND NO 02720-3 CITY OF BOZEMAN SCALE: STANDARD DROP NO. 02730-5 CITY OF BOZEMAN SCALE: DEEP SANITARY SEWER NO. 02730-3 ° DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 STANDARD DRAWING NONE MANHOLE DEC. 2003 STANDARD DRAWING NONE SERVICE LINE OCT. 2014 Rev. FEB 2013 Rw.Marsh 200e 0 8 d�j0+r G►�'� RECORD D RAW I N G ASPHALT TRENCH RESTORATION ZONE EXISTING ASPHALT SURFACE& BASE COURSE TO REMAIN PLANT MIX ASPHALT SURFACE COURSE C - z 9 12'TOP GRAVEL - Ht E- MINUS RUSHED 'MSS<O F ��OOPR�tG 1' CUT-BACK — I AGT ONLY Ow. COURSE 2%CROWN MIN. P TOOq H</G �MS�OP (BOTHL SIDES)A1T4'. — III VARI UBUE 6" MINIMUM OR 12'MAXIMUM W IL U] HLtGHS 4.y TO UNDISTRUBED AGREGATE p a Mgks� BASE COURSE SVOP�'(OOP OAF TOO -_-_-_-_-____ -_-_-_-_ WATER PIPE F A�MPy gy<iGyT PIPE BEDDING W W � Q - W l- N CENTERLINE OFPRO _ ACCESS OSED ACCEROAD CENTERED ON PROPOSED SEWER MAIN FROM STA 1+65-7+92&FROM STA 12+12-12+76 3"OF CRUSHED BASE GRAVEL COURSE(1 4"MINUS) ON 12"OF UNCRUSHED SUBBASE GRAVEL COURSE i. WHEN THE EDGE OF ASPHALT CUT-BACK IS LESS THAN 3 FEET FROM THE �] (6"MINUS)OR APPROVED EQUAL GUTTER OR CURB,THE ASPHALT SHALL BE REMOVED TO THE GUTTER UI OR CURB AND RESTORED. NO SEPARATE MEASUREMENT AND PAYMENT SHALL PROPOSED BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK Q SEWER MAIN SHALL BE INCLUDED IN BID ITEM 116,ASPHALT SURFACE RESTORATION. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR SEWER MAIN W DETAIL - 1 2' WIDE ACCESS ROAD INSTALLATION ACROSS BRIDGER DRIVE. W ASPHALT THICKNESS BASE COURSE THICKNESS STRUCTURAL FlLL NTS TYPE "B"-4" 6"BASE FULL DEPTH ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR SEWER MAIN INSTALLATION ON STORYMILL ROAD. ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN NONE 6" BASE 15" DEPTH SHEET No. 7 DETAIL - ASPHALT STREET SURFACE RESTORATION NITS D1 OF 8 IIII RECORD DRAWING R /s 10 A 12'ACCESS ROAD SECTION 12'ACCESS ROAD SECTION DILI"BY: KYG STA 5+40 STA 6+20 CHECKED HY:BJY 4705.00 4705.00 4710.00 4710.00 APPROVED HY: DATE: 03/09/10 4:1 MAX SLOPE TO DAYLIGHT POINT FINISH GRADE PER DETAIL,SHEET MV 4700.00 (TYP-) mP) 4700.00 4705.00 4705.00 EXISTING GRADE z 4895.00 (TYP) 4896.00 4700.00 4700.00 z PROFbSED - - - SEWEI t MAIN a A 4690.0930 -25 -20 -15 .10 d 0 5 10 15 20 25 304890.00 5'�-30 -26 -20 -16 -10 -6 0 5 10 16 20 25 30' 6 x m m 12'ACCESS ROAD SECTION 12'ACCESS ROAD SECTION N N STA 5+60 STA 6+40 I�I N w o 4705.00 4705.00 4708.00 4705.00 N ca w a n 4700.00 4700.00 4700.00 - 4700.00 C) j 0 o m ✓' 1y F� I Z N L) Z. k1 W 4896.00 4�8.00 4895.00 .E d w � ... 4892.60 4892.60 4892.60 4892.50 z -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 0 x w 12'ACCESS ROAD SECTION 12'ACCESS ROAD SECTION p STA 5+80 STA 6+60 m 2 4710.00 4710.00 4705.00 4705.00 4706.00 4705.00 4700.00 4700.00 - - - - - - 4700.00 4700.00 Z' Q 4896.00 4895.00 z w ��'�30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30�'� '01-30 725 -20 •15 -10 -5 0 5 10 15 20 25 305'oo w C/] wF w 12'ACCESS ROAD SECTION 12'ACCESS ROAD SECTION STA 6+00 STA 6+80 w 4710.00 4710.00 4710.00 4710.00 C/O Z, O d wW N 4705.00 4705.00 4705.00 4705.00 - - Q w 4700.00 4700.00 4700.00 4700.00 Q Q� 4695.00 -46 -20 -15 -10 -5 0 5 10 15 20 25 30�5'00 Q�'�30 -26 -20 -15 -10 -5 0 5 10 15 20 25 30�95'� SHEET No. 8 v I OF 0