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HomeMy WebLinkAboutWheat Drive - Sanitary Sewer Improvements 1988 SANITA R Y S E W ER IMPROVEMENT S FOR Hayre 2 2 Glasgo CITY OF BOZEMAN _J1 t Folls A N A, T r. 0 N Missodlo 87 Gle6qiye Lewisto ---------------- LENA -" , A M O N TA N A F ' BOZEMAN Miles City 51 �RWECT__; 94 t 13 t "X, 71 INDEX OF SHEETS Billings Bole on 90 212 Dillon ------ --- NO. DESCRIPTION 15 COVER SHEET LOCATION MAP PREPARED BY: 2 PLAN & PROFILE 0+30 TO 14+00 CITY OF 3 PLAN & PROFILE 14+00 TO 28+00 BOZEMAN 0WONTAN4 4 PLAN & PROFILE 28+00 TO 39+80 ' 5 LOGS OF EXPLORATION HOLES ASSOC IATEN ENGINEERS-PLANNERS PROJECT SITE A\, P.O. Box 1090 Bozeman, Montana 59771 Billings, Montana & Sheridan, Wyoming Ifi"; X LEGEND IF I (EXISTING TOPOGRAPH I (EXISTING TOPOGRAPHY) (EXISTING UTILITIES) (NEW UTILITIES) cn; TREE CURB 8 GUTTER FIRE HYDRANT FIRE HYDRANT CENTER LINE STREET OR ALLEY VALVE N VALVE SPRINKLER TEE TEE BUSH SURVEY LINE CROSS FTC CROSS APPROVED BY:— X—.—x FENCE R/W AND PROPERTY LINE FCI TEE OR CROSS PROFILE K-1 TEE OR CROSS PROFILE (11) PARKING METER 77 f, 90* BEND 1 71 90* BEND PROPERTY MONUMENT BENDS BEND CENTER LINE STREET MONUMENT LOT NUMBER 1) REDUCER REDUCER 0 STORM DRAIN INLET C* MANHOLE �nc?j.LA POWER POLE (OVERHEAD) 0 MANHOLE WATER SERVICE UTILITY POLE (OVERHEAD) TYPE I SURFACE RESTORATION 0— WATER SERVICE SANITARY SEWER SERVICE SIGN E= TYPE 11 SURFACE RESTORATION GAS SERVICE —SAN— SANITARY SEWER LINE 9 DRILL HOLE 1­ SANITARY SEWER SERVICE— — w — WATER LINE S­1 _7 LIGHT POLE -0 N.I SAN— SAN TARY SEWER LINE .5TM.. STORM SEWER LINE ......51.1.U.­­" — GUY WIRE O.Su F.­­ —SIM— STORM DRAIN LINE STORM DRAIN INLET I; —CATV--UNDERGROUND CABLE TELEVISION NIS— NATURAL GAS LINE ri PROJECT NO.4M229.104 L 14A.:Oot,C�0 p,t —uGp-- UNDERGROUND POWER LINE 5G.: C­,I,—C-4. W— WATER LINE DATE: SEPTEMBER 1988 wceumn C_y A,,f Nome --UGT-- UNDERGROUND TELEPHONE LINE IrNnic•„I Hem. Is WSU sfWnI ,nq SITE MAP CONCRETE SIDEWALK OR PAD SET No. ASBUILTS Copyright @ 1988 HKM Associates, All Rights Reserved 0 ONLY, -SEE�B LANE AT EST NOTE AT LEFT- O v NOTE: SEE INDIVIDUAL MANHOLES FOR REQUIRED e r _----------__--- STU6 LINE 5 EACH GONSISTINCa OF 2 L.F. OF a-' - G (a SANITARY SEWER @ 0.417 POSITIVE GRADE WITH a CAPPED ENDS. 30 i 14^30' a �' Q cc WHEAT = 0 ls'� ' o _ - :o' F Y SUB. oc d m o y JI CH c0a E �? �'' 0 W' .I- VI W � U 3m y J 1 a W 7 C W PROVIDE STUB LINES AT EAST WEST � '� ��► � IS' 30' � d CI� - > 02 N= 2 AS PER NOTE ABOVE. '' - �' / / - _ Z O MC x< < j 'lo" In 1 —I�O"MARKED IN RFC. ��i e iY Q QU W ' i 30'WIDE UTILITY EASEMENT. = Z y '_ 0O"MARKED IN YELLOW m WHEAT ' �_,O'WIDE TEMPORARY CONSTRUCTION o y DRIVE TEST PIT 101 �� ''I' ' NEW 10'S0.NITA RY 6EW ER EASEMENT. O�(n0 gpN �- W i 90• — -- -- --------- - .1 I — ----- ' - - ---3°�SCHEDULE40 STEEL SURVEY LINE / / PIPE FILLED w/CONCRETE. m 14'30' �� Z CgRADE Uj 10" � ' \. _- y H CUT AND PLUG g" LWE TO _ �� - LIFT STATION. FILL IA - ''' NO W¢ t ` 192'3S'4G" T 9 IDS" BOTTOM TO INVERT 4(.97.07 - ------------- 01 >Z WITH CONCRETE (SEE ALL E�EVATIorJ� IZF-L.ATIVEE To �rBNI Z. `'jZ it) -SET PIPE. IN CONCRETE. 0< - CHANNEL DRWG.NO.027ZZ-5) STATION. LIFT INSTALL DROP MH LINES NI.w• F="N1CaE JUT oil I--rarzn uT.AT W7EW,-SEGT<p-i " NOTE: THIS DETAIL APPLES Li J0 TO EXISTING MANHOLE oN a iv OF W1-1EA {7RIVE AkO f,1,&Q0m.V IL-L- _dlJP_Z 4711 � TO MARKER POSTS FOR a �' " UNPLAT TED T p 2"CONDUIT.- - 3029 LINES SOUTH AND EAST. MANHOLES IN OPEN LL O� (SEE MANHOLE DRWG.UO, 02722-1) FIELDS. � NOTES: I.) CONSTRUCTION MUST BE. 1J DNE WITHOUT L Irr��yy INTERRUPTION OF SERVICE ON WHEAT cr 0-010 DRIVE. 12 Z fay 2)POUR NEW FLOW CHANNEL#SHELF IN Q O iv EEYISTIINZCd 8-FT DIA. MANHOLE @ STA. Z �? 9 MARKER POST DETAIL 0 U)uw �a NO SCALE }O Cc m z—� h PLAN Z • SO O 50 100 Contractor shall notify all utility companies and determine o VJ N scale teat exact location of all underground utilities before commencing work. Z t C PR_ r— HORZ. 1.E0, 4715 N C62 W W 0 VERT. 1'-5' W OS 2 4 - --•- .} 00 - uI 3 4715 v NP1� k VLL r 1740 F o'P it On _ "FW 2aL 3 ° 3 Oa o n 4710 CAN N C� Z h1K Z �K W +� Z -K- 4710 1� t�i�t iw ' _ � 4705 — 4705 4700 _— ----_— —_-- ---- EXISTING GROUND\ :2 4700- —f/I VA � 0 � --- 4 > 4695 _ _ FILL w/CONCRETE+ f - Vl 4695 CU -a FORM NEW SHELF INVERT. 00 N 3o9.00L.F.10F 10'PVC SANITARY 0 v SEWER At 0.46,T C I \ 4690 INV. N=4a97.07 _ INV.5=4(a 95-31 4690 co INV.E=4G99.77 4/09].¢(o INV.N-=4L45.19 `402 LI=. OF 10"PVC SANITARY -- _ INV. S=470Z.0$ # 4-647.47 INV E.Ff W.=4(o9F 311 SEWER AT 0,(c0-7 INV E, 'fi69Z-BO _ 06 IN V.N.�r4:9T .:•O I �i N INV.E. W.=4(e40 37 7.170 L.F. OF ICY' PVC SANITARY � 0 4685 +' 6EWER AT 0.3017 LU I m ? � -� - - INV.S.4Ga90.71 i-. 4665- INV. N.4Ge 90.51 122 L.00 L.F.OF ID-PVC ' C INV.W.=4690.11 SANITARY 4EVf ER AT C2.1 I.og7 4680 O 4680 ! % X 2 O Ui sele m \� r IT ; C 4675 -_ - - 4675 d ED BE DING- 1 15 KFILL- PEA. - 4670 �4670_ 2 0 I 2 3 4 5 6 7 B 9 10 II 12 13 14 of 5 Copyright @ 1988 HKM Associates, All Rights Reserved ASBUILTS was Miss Mae—.N,4 N IA N 'o � T NOTE: PROVIDE A STUB AT WEST SIDE OF MANHOLES AS o m INDICATED ON THIS SHEET EACH CONSISTI OF 2 L.F. a OF g"SANITARY SEWER LINE(!P 0.4 7 POSITIVE: G sRADE w/ 4: GAPPED END. - a 0 o V N J N 7 ! 2 t N 2 2 = 2 2 _ 0 U K f U N ? 11/ m w 1311 N W Q W t0 A W 2 a �� 2 N O Z 3 QO a STUB AS NOTED ABOVE. STVBS AS NOTED ABOVE'-. P STUB AS NOTED ABOVE. D 0 / - 90 SURVEY LIME _ — IS_ —_____—_--_—__ I — _— In ♦ SAU I 10 SAN ul C —— _— _ _--- ___ ___- —___---_—___-- -------- — -_—___ __—__ _ —— —__-- ----_ `L` v /Z TEST PIT NEW 10"SANITARY SEWER �I5 (� O /M0<L 15+00 30� ? EXISTING C%1 CORNER LLr LLIO GROUND WATEtt ELEV.=4461.9 3 'WIDE UTILITY EASEMENT .i ...I JUKE 24,1966 Qlfl 27+88.96 aZ �o EMPt7RARY GONSTRUGTION / Q -CC �00 y O Ir EASEME.NT /u 0 y° W Z! 3 0 Zo 0 z LUG Qo }� o �N av 0 �m _z g d PLAN s Z SO O 50 100 Contractor shell notify all utility companies and determined - ♦I) scale feet exact location of all underground utilities before commencing work. Z PRO ILE m I' a + U� T- o HORIZ.'. 1.-50, 34700 S n w VERT. 1'-5' v Wd 0 ( (9 s_W ? ° 4700 ■' In 2 L 0 1 tr ? o = N9 dX :2 JX N�L a 3i N �I�. Pli Qry rw Fa-0 In4 34 �" m +�_ La m ��_ +c� Od m� 00.J0 ut +� 4695 Z 1 Etc Z EX 2 WT : NN E� N� >d 7 NC14695 rI,IN 4690 W W _ _ 4690 EXISTING GROUND t� ---- - _ 4685 L ��— `— 4685 Uj 17q LF OF 10" PVC SANITARY INV.N.:+" 97 1�— \, c C 4680 2 SEWER AT i.og7 INV.W-4G5ro.17 �� Z asc13 4680 O = 3945 Lt- of 10"PVC 5ANIITARY \ _ '_ O Ili F�EEW ER AT 1.0 % �_ W I , INV.S 46 4-81 8 , (n Q INV, N=4(-8104 ~ �� ��`_ W 4675 to f�- INV.W.=461.f34 � -. _ 3g9.5Lr OF IO' PVC SANTARY06 y SEWER AT 1.74IV. a! N Q = m 4670 _ INv.S°7174 .90 ,� O 4670 INV, .70 f� � � C INV.W.-4Io74-90 ~'� N A" 0 co 409A7 OF 10"PVC GAIJITARY O C .-4665 - SEWER 4T 1.717 Oe 4665 � � X - O U7 INV.S�4t. T.83 m INV.N.•4G 6.43 J Q -_ - - -2 4660 man 0- m 4660 INV.W.- .83 19LF OF IQ"PVC SA017A.RY U - �j� L�•"_� �II SEWER AT 2.177. Q Sheet No. 4655 `-J - - - -� — I - -C*DDINC.T1(PE-1 ; 11 x.ICFILµ-TYPE Aj - -- _ 4655 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 of b Copyright @ 1908 HKK Associates, A11 Rights Reserved ASBUILTS In 0 M J M MOTE'. EXCAVATE AUD Dispose OF IP o >. N COLD CONCRETE ROAD SLAB 7" S p m THICK ANO UUKNOWAI STEEL CONTENT, `7 < EXCAVATE TO REQUIRED TRENCH WIDTH I' a ONLY PAYMENT INCLUDED IN 1 Q w SEWER MAIN UNIT PRICE. W w 111 w y O w w N .3 to In O w 0 a' Cr - 1J N C 3� M 0 U ¢ - _ ; a - x F d cil x 0 r O ao = 0` x 0 F 0 a_0 x 0 L V 0b or R M:lW y0p f- too]w F 9 F a F -1 4 OD W In w , w r++ W A W O m M 2 x v' i Z ?J In I-_ m l9 7 2 Q F- m w f0 _NOTE: PROVIDE 6TU5S AT EAST we5T P SIDES OF MANHOLES 10 #11 W'tH CAGH P STUB CONSISTINeq OF 2 L. OF all SANITARYLINE -30, END CL40.4%POSITIVE GRADE w/GAPPED -Ov ro t -IS' _-- _- _ _-- _-SURVEY LINE..______ VJ - W z SEE ENCASEMENT COWDUIT F SAW 10 SAN IZ' T SAW11 12'�i5 ~ AND TUNNEL LINER u SEE DRWG. NO.02470-1 w --30- ---- - --------------- I NEW 12" SANITARY OQ 30 WIDE UTILITY EASEMENTin MEW l0' 5AWITARY SEWER O '/J`��'w ^y�h \\\\ \ \ \ / J�ii/ O C+ 0) 10'EASEMENT. WI � A PORRY CONSTR M UCTION O <rJ CL O 4-or 0Q� / EXISTINCT TWIN 20"SANITA" LUz 06~ SEWER LINES. o Q Z O z j a� Co NJ 00 a N X. >_0 ZIrm d N 1 o Q Q F- PLAN z 50 0 SO 100 1 Contractor shall notify all utility companies and determine - -- G O o scale feet V� exact location of all underground utilities before commencing work. Z T - - _ _ w 'IZPRO ILE n J o Z 1"-50' _ - _ O a 4680 to 1 ERT. 1'-5' rc J 0 a _ 45 NIL > 0 ao 4680 , 15 x J = J ? N� x v 3 2 J Sy00W mC "+� IJ OxnwWx dX i:: +�_ I+ +F 3 +u + � `�u 3 ;� u of + u 4675 2ln� -- - - { -- - 1 --- } � m minm� md. t1 � i-ar- � trwo- vo � x�-x J tp r7 +I �4 w m ac 1n w m Y w. 4675 4670 W - — - - 4670 4665 �el� --- ��� -+ - 1- - - - -- - - 1 4665 � T ED Co :z �I' _- C C 4660 ` -------_ � 1 4660 -0 Ua 8T9 LF �F 10"PV SANITAR SEWER iAT 2.171n � V � C 4655 y : I 85LF OF PRO_ j I 4655 cv � - - - - ---- STEEL CASING -+- - E — 0 PIPE Ic,rci,SINe*4 INV.S.=4658.�0 ���I 60 LF OF \\ 401 LF F 12"rVG SANITARY N INV N.=4fo57.a0 cAslucEL ' = O SEWER T O.p(9L � i_ m 4650 Ir IN7/.E. w.=46�s8.00 : INvs=%54.3r3 ! 'PIPE 4650 INV.E.4 W/.--r'40 5.30 _\` _ i O C 7 IML9.= 61.13 "t Nk>TF: 1 y Iii i�M� � p� 1 18g.�7 LF OF 17."t VC 5XMITA I N V.Ll.',4450.93 MN-IL T C-A-v" --- - - -� O C _ SEWER AT I.c 4 g I ;_ r c� ' 4645 _ - _ I_ _ - _ - , II o.O LF OF 12"D.IP INV 5.=4(e50.o9 4645 — , L 111 CLASS 92,SAIJITARY 1F,1V.N'4(.{9.%9'1 �� X SEWER A7,76116 Io6.0 LF OF 12"D.IP-) m 0) ASS S 1 ARY t� CLASS A SAN T C SEWER AT 4640 -- --- - — - - - .} ------� I ,� - .4640 m IkIYE.{µ(,s 4b42 J(a INV..S.-4G 49•,49 r Sheet No ' B DI - PE 1 � AGK lLL TYPE A. 4635 � I 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 tie of 5 Copyright @ 1988 HAM Associates, A11 Rights Reserved ASBUILTS (TP-101) (TP-102) (TP-103) (TP -104) (TP-105) ° TEST PIT No. 101 TEST PIT No. 102 TEST PIT No. 103 TEST PIT No. 104 TEST PIT No. 105 o m (ELEVATION 470G.80) (ELEVATION 4G93.20) (ELEVATIOW 4(e(o2.(0) (ELEVATION 4(.57.80) (ELEVATIOW 4Co55.50) c mitt. O(�t) De P+h Oc ih mist. (Fi) (F4P) DGp+h Dep+h a TOPSOIL;w,fh organ,c TOPSOIL -- TOPSOIL;with mroc w (F+) misc W N (FT) Q _ organ,e ___ TOPSOIL;w,th orgame TOPSOIL;w,fA o game SILT;ML;s/:ht/ _ n,sf Jnt•f-✓iimsf/ ht 13 SILT,ML; 5/yhty most</.0-4.0), 1.5 - POOLY GRADED GRAVEL WITH = I'6 - - WELL GRADED GRAVEL i ye//nw brown,increas,ng mosf C4.0-S5),very most SILT AND $AWD;GP-GM; ?0 _ -: y 9 l9.5-/LO),>r Ym to SILT; ML;an htl ost, WITH SANG; GW;mnls/, t N mo/s Purr with depth.N SoOt,/9h� mns t,compact-dense, s+/ts Present. Roofs at brown•, —salts'—s—Il 9 y ll Y m comp+cf,dare. ye/low brown, /.yht yellow brown,07 rrm,/, At a//ow brown, �9:cobb/+s 6'�B"in 5a/ts abunN nt d:emefer. W pet rounded j0 bou/de 5 3"-l2" WELL GRADED GRAVEL ; *Oirecf Jhe+r nn She/by L 25.0 L d,ameter WITH SAW D;GW;rrrn,SY, 0 01 SAND• IO ompac Y,dark yellow brown, Z Tube Sp P/e SILT AND CL L AY•90% c s 10.0 0•f4• L L •2q 4.5 POORLY GRADED GRAVEL WITH 3%rounded Cnbb/es 6' z 220 5 C.D RI • 5 51 SILT ANC) SAND;GP-GM;wet- *� 30 s nSan-.e fen 5 Ory un.t wt=95.2 pat' MAX Sj-1071 pa` i'. sat..reted,co asct dense, - _ Op+ MC 173% I - /.got yellow bmwn,4y. SULFATE CONTENT:<.01, rounded boulders .3"-/2" - 6A pOORLY GRADED GRAVEL ♦///�� g dianocter !mn sta/n.n �/J WITH SILT AND SANG; 5 + m, 70 _ POORLY GRADED GRAVEL T O0 very most-saturated. P s carr —I,/.yAt yellow GRAVEL = 73% WITH SILT ANO SAUD; WELL GRADED GRAVEL GP-GM; very r.+wst-wei, a 6O SAND = 21.2% brown,, J cobb/es B" (n LLI WITH SAND; GW; very most - SILT AND CLAY 5.8% °n g y s w Q J mPac: / ht a//ow brown, 1 ^ damef+r fw fn wef, cn pacf dark brown, L L -31 3%round d cobbles G" _ "I * MINIMUM ELECTRICAL 0 37 cobbles S":n d,ameter PI 8 damcYe r, nccas,nne/B" RESISTIVITY=4320 o �o Io damcter. OHM-CM O I _ IO YEARS TO PERFORAii'-'I /my Z *COBBLES>3"DIAMETER=10% Ia we LL^ Z 0 _ GRAVEL•62% OF 16 GAGE METAL LLC O 11.0 WELL GRADED GRAVEL �OW SAWO -2G.3% 39. L WITH SAND' GW' wet to GkL/ SILT AND CLAY=17% /LfY� Cr Se turated,, compac!-dense, fr 0 da,A brown W>Z d z >Q LLJ W C W LL N 0 0 N C Y 0 in 0 N J }O (n N C. M M) N ' coW (� F J K o Q 0 y h L N 0 ; fn G uoTEs'. Z I WATER LEVELS SHOWN ON LOGS ARE FOR THE o .A d r IC c DATES GIVEW AND COULD BE SUBSTANTIALY < � = y H or) W HIGHER OR LOWER AT THE TIME OF CONSTRUCTION. Z yf 0 W 2.TESTS CONDUCTED ON THE SILT INDICATE SAFE V TEMPORARY BACKSLOPES TO BE Q.S:I a TEST PIT 104 ° �IW, 37 a 78 SOILS LES C ULD1 V1VARYFONS BROME O THOSE IDENTIEN I KJ HOLES FIED a a y R `TEST PIT 102 tTEST PIT 103 ON THIS SHEET. ;/ IS♦QO 32.73 WHEAT DR. -TEST PIT 105 38.7G TEST PIT*101 D.Go LOCATION MAP Z � LIJ J 1 200 0 200 .11'' J C sc alr 0) 0 LEGEND 'c- rn 1, No rE 5� _,r,;son+v:F Imo\=.w. :ll ;4'[I!'. ,��Il•._' 'h,1,ER k.F., i,.,.'i .1 ,,..".�^.. C C CO ca TOPSOIL }' '0 N ^..I MF3i V I N..'W ki J.11!!k:- '.� C•:i.: ',,-.'..,N:' _ 'N. .. C f :,•.•.f'E ti• ...� J F'f Ni 'KJ1,1 'f .N •. r _� ICI O ICE L •4 131 A '.6.> . );,NI'HAMrr,FR !lR�,t't'N� %•Vf A r^ .—I i, � •i e r r s r .� v' co SILT (ML) / ��� E .S o as i m .. GRAVEL (GW) (GP-GM) Cu u ' C) O r . I••n,r. :I.. X O m � � C d m WOTE; THE SCOPE OF THIS GEOTECHWICAL F IE INVE5TIGATION DID MOT INCLUDE LOCATION OF ALL BURIED UTILITY LIMES, 5 Copyright @ 1988 HKM Associates, All Rights Reserved ASbUILTS