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HomeMy WebLinkAbout2023 Downtown Sewer Record Dwgs oN TAN KELLEN M. GAMRADT �� N0.40758PE 2023 DOOWNWNTSEWER RENOVATIONS sjELs���� DRAWN BY: KING CHECKED BY: CITY OF BOZEMAN MONTANA DATE: EDBY._ DATE: II-00-2018 m ao F- 0 � o RECORD DRAWING ............ z VICINITY MAP = Z s LM 1� > __ _ N p °r<pne f ` Bryant St. Dr. S , ■883 O Q F 9r�0 ` ` ��/ O ¢ w ` Bond St o. ,' Zi O c7 I zo 0 Baxter Rd. > ' O O _ L t � � Co. Uz wv o �• a ' rch LEGEND ]+" t Birch St. St sf OCTOBER 2022 3 t. ❑ Hemlock St. �V EXISTING GAS LINE DDSt. S EXISTING STORM DRAIN �� Juniper St. Tamarack St. z❑ o `� m Be ri 1 - �f EXISTING WATER MAIN p II C ❑❑As en St.❑ s� GENERAL NOTES Fe—ac ❑❑❑❑�❑❑ EX 1ve. � � ❑� v INDEX EXISTING TELEPHONE LINE KS::IIIIII�O��WW�� 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA t•❑❑❑❑❑❑❑❑ PUBLIC WORKS STANDARD SPECIFICATIONS,fiRH EDITION,AND THE CRY OF BOZEMAN EXISTING OVERHEAD POWER MODIFICATIONS IN THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,NTH EDITION,INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. COVER SHEET CI ❑❑ ��Shor St. fang St. 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2021 BY MORRISON EXISTING UNDERGROUND POWER qAo MAIERLE,INC. N BOZEMAN SEWER IMPROVEMENTS(0+00-4+34) S1 L t (n a > ridle S Q o0 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT ❑� c = 0AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE E MAIN SEWER IMPROVEMENTS(0+00-5+60) S2 CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING LLD f EXISTING SEWER MAIN s � � Davis St. CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT a t EXISTING UTLITlES. E MAIN SEWER IMPROVEMENTS(5+60-10+77) S3 [I❑❑11� n 1 Be I St. o V 4. EXISTING WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT OF NEW EXISTING SEWER SERVICE ❑ ❑ L St. WATER LINES.ALIGNMENT OF NEW WATER ONES MAY REQUIRE MODIFICATION PS PART OF S CHURCH SEWER IMPROVEMENTS(0+00-4+00) 54 II��'--77II PROPOSED THIS PROJECT BASED ON OF FIELD CONDITIONS. .-•I ❑®©�EU`� PROPOSED 8'WATER MAIN t 1:1WORK AREAS 5. ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE E ITABCOCK SEWER IMPROVEMENTS(0+00-3+OS) SS Men enh II t Z WITH THE PROJECT SPECIFICATIONS.TEMPORARY WATER SERVICE,IF REQUIRED SHALL BE ❑❑❑©� ❑❑❑❑ INSTALLED AS SPECIFIED IN'TEMPORARY WATER SYSTEMS'-SPECIAL PROVISIONS. n S t• N WALLACE SEWER IMPROVEMENTS S6 RIGHT OF WAY J L _ 6.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1 R FEET VERTICAL O SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW SEWER MAIN AND EXISTING WATER [i Ed6,�=❑❑❑❑❑ a ock MAINS,UNLESS OTHERWISE SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. WATER DETAILS SHEET DI EXISTING WATER SERVICE w B U O k St. _ abcock St. a 7. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW SEWER MAINS UNLESS THE Q E"•I o ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE O r Ed ® <❑❑❑❑❑ ENCOUNTERED. — — — — — — — LIMITS OF EXCAVATION IIVe TRAFFIC CONTROL - MAIN STREET Tl W Ed Olive St. F+ M B. THE SEWER SERVICE LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE W Z I�-I er Dr. 0 0_ CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EACH SERVICE TRAFFIC CONTROL - MAIN STREET&BOZEMAN AVE i2 PROPOSED STORM DRAIN INLET O ❑❑ ❑ Cur s St.®❑❑❑❑ > d ❑Curtiss St... E. Cu °ss w �/ t e oLE_ 9. ALL UTILTIlES SHOWN ON THE PUNS ARE LOCATED APPROXIMATELY. THE TRAFFIC CONTROL - MAIN STREET&ROUSE AVE T3 CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH OF THESE LINES,WHICH VARY EXISTING SPOT ELEVATION ? IN SIZE AND COMPOSITION. MCAd TRAFFIC CONTROL - MAIN STREET&CHURCH AVE T4 I�c� 10. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON PPoPoSED SPOT ELEVATION ❑❑❑❑❑❑[ Stor St ❑❑011 } I° Bogert PI. THE PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT p Q Vi ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. TOPOGRAPHIC SURVEY FIG 1 - FIG 5 DETECTABLE WARNING SURFACE 0 U ❑❑❑❑ ❑ IC o St. ❑0❑❑❑ S Story St. 11.THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS rr„I ❑a❑❑ AND THE PUBUC.FOR ADEQUATE SANITATION FACILITIES SHALL BE FRONDED BY THE —1,7x PROPOSED GRADE '7 ❑❑❑❑ ❑❑ Ald n St CONTRACTOR FOR HIS PERSONNEL — [3� 12.THE CONTRACTOR SHALL PROTECT ADJACENT PUBUC AND PRIVATE PROPERTY FROM EXISTING GRADE ❑❑❑❑ ❑❑��Is—'] ❑ ❑❑ m El DAMAGE DURING CONSTRUCTION AND SHALL REPAIR PROJECT ANY DAMAGE AT HIS OWN EXPENSE 0 011 a St. 13.THE CONTRACTOR SHALL FOLLOW ALL PRWECT CONDITIONS LISTED IN THE EXISTING CATCH BASIN ^ CONTRACT DOCUMENTS INCLUDING CONDITIONS IN THE MDT PERMITTING FOR WORK l� a QL ❑❑U❑❑❑❑ WITHIN THE EAST MAIN STREET RIGHT-OF-WAY. SERVICE LINE KEY EXISTING CURB STOP CMV Ha on St. Ice Pond Rd. 0❑ CI v an SIN[]❑ O EXISTING STREET SIGN t � ❑❑ CIB EXISTING FIRE HYDRANT �' ADDRESS N Arth St❑�0❑❑ �❑ Montana arF d St •] XXX � EXISTING STREET LAMP N I^II^ ❑ ]-E ` � YZ\\ is PROPOSED FIRE HYDRANT S2EJ MATERIAL TYPE ?-UNKNOWN = UNKNOWN /^�r CCASTRIRONE%ISTING SEWER MANHOLE SHEET NO. 1 �` ) DUCTILE IRONRd. State ��❑ U a o ' ' L = LEADEXISTING WATER GATE VALVE .t o m Q t` Llnc St. Q � GAL -GALVANIZED ,III, vi Rip � O.S. NSIDE=IOUTSIDERPPoPERTY W PROPOSED WATER GATE VALVE d U Hallwrv.e. WITH VALVE Box. Wm OF 12 I STA 1+46 CONNECT TO I I I I N TANq EXISTING SERVICE LEFT KELLEN M. GAMRADT - I I I I m No.40758PE V I I STA 2+34,REMOVE EXIST.SSMH I I —� ~ I eP CENS� I I a inn I I INSTALL NEW 48"DIA. o STA 1+22 CONNECT TO 3 ) EXISTING SERVICE LEFT I )I I DROP MANHOLE SSMH#2 I STA 0+33,REMOVE EXIST.SSMH \ IIF I I RIM ELEV.=4809.83 I a I I I 't DRAWN BY: KNC INSTALL NEW 48"DIA. I I I I I II 10"INV IN(S)=4797.45 $A2+61 CONNECT TO I I ca i' w CHECKED BY: DROP MANHOLE SSMH#1 ` a.I I I J` HIS SECTION OF PIPE FROM SSMH#1 TO SSMH112 10"INV.OUT(N)=4794.74 E STING SERVICE LEFT STA 3+79,REMOVE EXIST.SSMH I I C RIM ELEV.=4806.77 o I I I I i I HAS PREVIOUSLY BEEN LINED INSTALL NEW 48"DIA.SSMH#3 w d w APPROVED BY: 6"INV IN(W)=47% 7 IIII (DO NOT DISTURB) I RIM ELEV.-4812.28 it I I I; 10.INV IN(S)=479IIS ` I I o DATE: 1/OI/YE 3 � ) 10"INV IN(S)=4799.78 10"INV OUT(N)=4793.71 I I I I I 201 10"INV.OUT(N)=4799.76 % 6"INV OUT(E)=4797.29 II I I I I I I 40 N BOZ I 6"VCP N BOZ iz 4"VCP 4"VCP Y 0p ai —...- 6F_--�F_ _ I __----- 7 ------ D— -- ------ i I1 zo / / I 1+00 2 0� / " 4+00 I m I I U! o ---s-----S--f—S— I / I I ----N ( �0 MAN AVE —5 � I d I �S BOZ II�7T W — — W "1"- W---- W-- —W-----W-----W —W -- W---'�—w---- \ W--- )W----\ ----W-----W --� ----- — — --- -- W-----`"—ro I T 1 ��--- T --wed - I I o N BOZEMAN�VE — — — — ---_ J / —SD —so-- B �. SD r / /j 8P m 15P/�� BP �� ep� ��p BP � I Z a o I J I, STA 0+33-2+34 137 STA 4+34/0+47,REMOVE EXIST.SSMH I 3 I I a� Q' REMOVE EXISTING I I I Q I. I THIS SECTION OF PIPE WAS s E MAIN INSTALL NEW 48"DIA.SSMH#4 a I I o 'o SANITARY SEWER MANHOLE. I I I I PREVIOUSLY LINED O 4"VCP RIM ELEV.=4812.42 I I a I I\ W F N STA 2+63 CONNECT TO 10"INV.OUT(N)=4800.37 I Z RECONNECT TO EXISTING I I I I NO WORK WAS COMPLETED UNDER I I I I I I N m I v 6"VCP PIPE WITH STRONG BACK z EXISTING SERVICE RIGHT 8"INV.OUT(E)=4800.40 1 I I' THIS CONTRACT(A.B.) N I. I Imo.,o FERNCO COUPLER&6"$DR-35 I Lu I;o 8"I NV.IN(W)�800.49 0] x PVC PIPE.CONNECT PROPOSED \ 8"INV.IN(S)=4800.41 I 3 MANHOLE EAST,SSMH#1 I I I I I I I I I Z a < I I W I: #�I i i # \ O U I F I I II I' Z I Z m l a I Scale: 1'=20'I w cNly w Ix O i 0 10 20 <O [~ O Q m o zo-i2 m N m v x 0 RECORD DRAWING F� -IYNr� yo TYPE A BACKFILL 4I STA 0+00-4+34 INSTALL 401 LF HORIZ.SCALE:1"=20' 'I'ens 10"SDR-35 PVC&HOPE PIPE VERT.SCALE:1"=4' G7 Pi 0 Gals 1 4816 z STA 3+79,REM OVE E IST.SS AH x INSTALL NE 48"DI .SSMF#3 RIVI El El 0 10"INV.OUT( )=479.76( .) _ v) c7 10"INV IN( )=479.78(A, 4812 K — — — 4812 IN TALL N W 48"DIA.D OP MH SSMH 1 3"VITRI IED ¢ STA +34,R MOVE IST. SMH O RI ELEV.=4806.5 (A.B.) CLAY TORM ING c7 6"INV IN( )=479.17 RIM 1 LEV.-4812.D A.SSM #4 10"INV IN( )=479.73(A.B.) "' �1 ¢ 8"INV. I . U (N)=48 .37( B) 4808 W 10"INV O T(N)= 793.71(A.B.) _ / 8"IN .OUT =480.40 4808 6"INV OU (E)=4 97.29 WIN .IN( )=4800.9(A, ) 8"IN .IN(S=4800.1 (A.B) "C.I.W TERM IN O W $ ING,M INTAIN 8" G 4804 VER ICAL S ARATI N 4804 ,'?: Q + W Q s + W o 4800 INSTAL NEW ROP H 48" IA.SS H#2 4800 < N CD EL V.=48 9.83 .B.) 141 F 12" DPE @ 1.59% LOPE W O CD- W N Gl "1 "INV (S)=47 7.45(A.B.) 51 F 12" DPE PI E @ 1 7%SL PE A.B.) F 4796 4796 m W O z w STA +33- +34 4792 4792 0 PRE IOUSLY LINE i c0 NO ORK AS C MPLE EDU14DER n 1 ur N XZ 4788 w LL 4788 ttOON rnam 0 0 0`N0 0000 o00 00 r0r0 00 tO m io rnrn oo rr MM rnrn N 000 mm 0 N fao fag af ( f N fON tVO ta° vri uri °a'OV1 �n m 000 00 00 0 00 002 O N 0 00t 0 m mro mm rnrn ev ve ee vv ve vv ev ea ae ev va ae ev va ev ve ae ev va as ev va ae ev va vv va ae ev va vv ev va vv ve ea ae vv va av ve ea ae vv ea av ev as ae vv 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 5SE01 SHEET No. 2 s I OF 12 A I STA 2+80 CONNECT TO NOTE:EXISTING SLu EWER MAIN IS 8" N TANq EXIST SVC LEFT(A.B.) CAST IRON FROM STA 4+60-4+72 KELLEN M. >_ STA 3+79,REMOVE EXIST.SSMH STA 2+52 CONNECT TO B) STA 3+08 CONNECT TO A.B.) v' GAMRADT INSTALL NEW 48"DIA.SSMH 43 EXISTING SERVICE LEFT EXISTING SERVICE LEFT x Q No.40758PE V RIM ELEV. STA 4+36, W O PROVIDE 10'MINIMUM W ,�, z 10"INV IN(S)=4799.78 HORIZONTAL SEPARATION STA 3+07 CONNECT TO INSTALL NEW 48"DIA.SSMH#5 iCENSE Q I 10"INV.OUT(N)=4799.76 FROM EXISTING WATER MAIN(A' ') EXISTING SERVICE LEFT RIM ELEV.=4811.45 A.B.) S��?\%L I C I (A.B.) 8"INV IN(W.798.B. ,g,) STA 4+6q 4"SERVICE LEFT W I G STA 4+45 CONNECT TO STA SERVICE EFT 8"INV.OUT(E)=44, B.) 233 EXISTING SERVICE LEFT ( ) DRA11N BY: KHC LLI I EXISTING SERVICE LEFT STA 3+23 CONNECT TO A.B. \ v I I N \I. STA 1+46 CONNECT TO g ( B.) EXISTING SERVICE LEFT E MAIN (A.B.) STA TO STA 4+34/0+47,REMOVE EXIST.SSMH O EXISTING SERVICE LEFT ) STA 1+75 CONNECT TO STA +88 CONNECT TO (A,B.) 4"VCP STA ry+iSCONNECT E SER CHECKED BY: INSTALL NEW 48"DIA.SSMH#4 m STA 1+22 CONNECT TO EXISTING SERVICE LEFT EXISTING SERVICE LE EXISTI G SERVICE LEFT CAPPED(A.B.) + APPROVED BY: RIM ELEV.=4812.42 ( I EXISTING SERVICE LEFT 211 (A.B.) (q g) ® E�I,STN18'S€RVVI EZEPT� 4 1 B(q 10"INV.OUT(N)=4800.37 / z I ® 1/31/22 6"VCP I I II I I I I ® F Ate` I S —i P 8P BPI BP IBP P-1BP N.-V 8"INV.IN(W)=4800.49 I I S �B BP D 8"INV.IN(S)=4800.41 ` P BP BP BP eP BP BP P — -- -- — — -- m " # ° �—BP BP 00 U I I I 227 II I FROM EXISTING WA ER MAIN — I--1 EMAIN L --- — —®— —®--- —��— — --- ---- Z o 303 EMAIN II I MAIN i — ----- — dL-- -- EB 4"VCP EMAIN EMA MAIN I 4 MAI'V6 4"VCP $ I MAIN ST I ,",,, > � + W ?"??? "�?A VCP C c> n+nn I --5-----S-----5-- I I I I II II� I = m yl I E AIN ST Bp— 91 BP Q BP BP BP BP BP _ ` BP -- -- --u.— — -Sp ---- ---.—. --— _ -- —BP -- — ---- --- -- ----a—— --- — —--- --- .. 00 @ I N O 43P BP —BP BP BP BP 8 B BP BP @ B O P P I®� BP ❑ 0p BP P BPI�BII p P BP BP N —BP S ® `l O m EM N 4 / t7 q^VD / W Fyn m D-- I / k STA 3+22 CONNECT TO STA 5+23CONNECTJJJTO O X.� 1 STA 2.39 CONNECT TO EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT F m T x 1 STA4+01 CONNECT TO a < I I EXIST SVC RIGHT (A.B.) (A.B.) < m u STA 1+62 CONNECT TO EXISTING SERVICE RIGHT a O STA 3+78, < � EXIST SVC RIGHT A.B. STA 3+46 CONNECT TO 0. ( ) INSTALL NEW 48"DIA.SSMH#5A LT C Z EXISTING SERVICE RIGHT 238-246 RIM ELEV.=4811.48 Q V I F I ~ mE STA 1+87 CONNECT TO STA 1+65 A.B. 234 E MAIN 8"INV IN W-4798.63 (A.B.) ? I Z om D ( ) STA2+gg SERVICE ECTTO EXIST SVC RIGHT(A.B.) ^' CONNECT TO EXISTING SERVICE RIGHT (A.B.) EMAIN 2 222 8"INV.OUT(E)=4798.61(A.B.) m> N EXISTING SERVICE RIGHT I f (A.B.) 4"VCP �m N I` I 216 CAPPED(A.B. F O Z m I� N IIII EMAIN STA CTTO (A.B.) V U 6"VCP EXIST RVICE 4"SERVICE RIGHT 1,� z N m + 226 308-312 BOZEMAN CREEK CROSSING N m v N E MAIN E MAIN OPEN BOTTOM ARCHED W I 6"VCP ?^??? STACKED STONE CULVERT Sc°le: 1"=20' o 0 10 zo 40 I RECORD DRAWING . y i LPN Nrt sv y TYPE A BACKFILL STA 0+00-5+60 INSTALL 513 LF HORIZ.SCALE:1"-20' 10"DR-11 HDPE PIPE VERT.SCALE:1"=4' '0 2 4820 4820 IW TALL IN EW 48"DIA.SE MH#5 RIM LEV.-4811.4 A.B.) 481E 401 S A 4+3,REMO E EXIST.SSM 8"IN IN(W)4798.E ( .B. O I STAL NEW 4"DIA. SMH RIM ELEV,1-11— 0-48"INV. UT(E) 798.8 ( B. 8"IN IN(W)4798.9)(A, 4812 — — — — — — — — — "— — — _ _ _ 4812 INSTA L NE 48"DI .SSM RIM El 12.54(A.B.) 8"INV OUT(E=4800.0(A.B. O E- O 8"INV IN(W)4800.4 (A.B.) < W 4808t�)=40W.414808 + EXIST!G F' F STACK D O STON ^) O I 0 0 0 O CULVE T ws ws s w ws s 0 s z_ 4804 4804 ATER V L < d CD 4803 1 �y� •11 W O 3.0' MI . W m CIO d a800 �d 4800 1 LF 8" IPP 0.391 LOPE W O SEWE MAIN 479E 479E 0 124 LF 1 "DR-1 HDPE IPE @ 0.38% LOPE ^� (0¢ OFS WER IN PIPE BL RSTTHIS SECTI N 00 OFS WERM IIN 4792 r 4792 ^' xz �j W LL 4790 4790 ev ee ve ev ve NN �� �� va ea �� ae av ev ve va va ea ea ae N N N N mm �`v `vim �`v �� mm mao mao SHEET No. 3 vv as as as as as as as av as as as as as as as as as vv ev as as va va as as as as as as as ve as ea as ae as as as as as as vv as as as as as as vv vv vv as as ae 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 S 2 OF 12 1�NTA�9 I KELLEN M. GAMRADT No.40758PE V e I� VI� C E� STA 6+29,EXISTING SSMH 443 ,IL ,5;. ENS s°(A.BJ I. I TO REMAIN IN PLACE STA 8+74(A.B.) STA9+43 CONNECT TO E MAIN S�Ln»� z I RIM ELEV.=4811.53 ABANDONED ABANDONED(A.B.) STA�r7�REMOVE EXIST.SSMH EXISTING SERVICE LEFT 6"VCP I I I # CONN.TO SSMH 8"INV IN(E)=4798.36 (A.B.) STA 8+69 CONNECT TO INSTALL NEW 48"DIA.SSMH#7 I I II CONN.TO SSMH 8"INV IN(W)=4798.13 STA 7+22 CONNECT TO EXISTING SERVICE LEFT RIM ELEV.=4811.21 ) I 44 DRAWN BY: KHG 8"INV IN T(W)=480 (A.B.) STA9+59 CONNECT TO I EXISTING SERVICE LEFT 435 EXISTING SERVICE LEFT I; # CHECKED BY: E MAIN 8"INV.OUT(VJ)=4800.50(A.B.) (A.B.) I ^ STA 7+48 CONNECT TO 425 ?"7?? STA9+86 CONNECT APPROVED BY: I TII % /' z EXISTING SERVICE LEFTE MAIN EXISTING SERVICE L �� DATE: 1/31/22 STA9+16 CONNECTTO qg )NNECTTO I' 6 (A.B.) ?^??7 I --_ EXISTING SERVICE LEFT 4511 ( =RVICE LEFT I ❑ J — ( 6"(A.B.) 4^ IP �/ o y m g n`D MAIN a + I I I PROVIDE 10'MINIMUM "VCP HORIZONTALSEPARATION B B FRO EXISTING WATER MAIN o o ® PRO DE 1�'M IMUM 3P -- I I ——_-------_ --- ---_—_ _ — --— ---- ---- — ------- _ l�1 ___-- _ m ` ,,, s ; HORIZONTALS PARATION .. —... m I I — —____—— _ _-- — _ �. ... ... ... .. m ___-- ,--1--- a I I F O EXIIN WA N A6 98 CONNECT TOL— I I i o E I TI SERVICE LEFT w —�-<y� —1^/-- --w BAND ED ---W—�,— ----Vy -- —Vy-----wr-----Vy-----W----- —W-- --w---- ST RyR'N w _----w ----w9O— — ONE[d LAPI OF y�1'ITORM— w—rE MAIN ST E MAIN STOF STORM10 (A.E(.) 1+0 11 4 lz 0 I + 5+00 +0 € / I 440z - (y I I I I E MAIN E MAIN I V1 I w I I 4"VCP 6"PVC I i I m F I I _ N (9 I BP BP BP BP BP —BP P -------- -----------_,-- ----------— —— I T - _ STA 6+90 CO ECTTI3 Q—gP ------------ _------ ---- —��-- --BP-- BP BP BP —BP BP B BP BP BP B i / <4 N \ _ _ lEXISTSVr1S RIG. 6"(A.1i) i. — ----- .. ...—...E—. �P#.. BP P 0 1 i I j BP P BP BP BP B BP o P 0l h- 1 w F �. ® ^ r -BP P BP eP BP +77/0+ OVE EXIST \ +' I I ® Q S xo - INSTALL NEW 48" SMH#8 ° I �'o I - - • - I II STA s+( CONNECT TO RIMELEV-4810.73 .B.) \e — B —t—w m 6w a 02 y I EXISTING SERVICE RIGHT 8"INV IN(S)=4802.32(A.B,) tt / I LL.I I 1 STA 6+73 CONNECT TO 8"INV.OUT(W)=4802.23(A.B.) wl I I. Gzn C o.Z `STA 5+23W ECT TO EXISTING SERVICE RIGHT STA +07CONNECTTO �� Q U I F C STA 9+98 CONNECT. _1 EXISTING ICE RIGHT I I ABANDONED 402 EXISTIN SERVICE RIGHT I ? I 0 m I Q I o + q g E MAIN ABANDONED 6" A.B. EXISTING SERVICE RIGHT P x N I I ( ) 4"VCP ( ) ABANDONED(A.B.) II =I I I _N- '.. , ° I I LLI y. ABANDONED(A.B.) EXSTNG SERONNECT TO VCE RIGHTT STA9+04CONNECTTO I to / 11 E- U O Q Y'DIA.SSM (n ! STA 7+21 CONNECT TO U # EXISTING SERVICE RIGHT 1.48 I EXISTING SERVICE RIGHT 6"(A.B.) I LL I Z o-i 98.63 ® STA 8+58 CONNECT TO ABANDONED l`IW1I1)/ m c N ro 4798.61 m I O I _ 402 EXISTING SERVICE RIGHT 6"WYE/4"SVC(A.B.) 9 I I = I I' N m 7 E MAIN ABANDONED6"(A.B.) III I I W I (n II 4"VCP o (n I _\III Soole: 1"-20' E" _ RECORD DRAWING o to zo 40 rN 0. r,� sv y TYPE A BACKFILL STA 5+60-10+77 INSTALL 517 LF HORIZ.SCALE:1"=20' m 8"DR-11 HOPE PIPE VERT.SCALE:1"= 4820 4820 3 0 STA I iXIST. SMH TO REMAIN RIM LEV.= 811.5 (A.B. x - A.B 4816 wo i 4C.MNIJ.TO S MH8"I V IN( )=4798 13(A.E.) 4816 n Sl A 10+7'10+47,F EMOV EXIST SSMH O z IN 3TALL NEW 48 DIA.SSMH#8 RIM E-EV.= 10.73 0-4z 8 INV.O T(W)=802.23 .B.) I 4812 ~ y 4812 tZ m STAL NEW "DIA. SMH 4808 RIM ELEV. 4811. 1 .B. 4808 a [z] + ¢ 12" CP ST RM XI G IN PPRO.IN 4.90 Q �" C) m 1 P S 8"I V IN(E) 800.5 (A.B. r , Z .--1 I s z 4804 6"C.I WATE MAIN CD ING aaoa CD XING,MAINTAIN 18" + VERTICAL SEPARATION W LO 1 4 LF 8 DR-11 HDPE W P PE BUR 3T THIS ECTIO 07 In Q 4800 4800 W 246 F 8"D -11 H P P EBUR TTHIS ECTIO OF BEV ER MAII 1 �F��I PI-E BURS THIS / ECTION c+) 1 4 LF 1 "HDPE PIPE 0.38%SLOPE F SEW R MAIN 4796 4796 M w V J w O� Ow 4792 4792 ^ X? W u_ 4790 4790 00 00 00 ae as as as as as as as as as as as as as as as as as ev ae as as as ve as as ea as as a as s ev as as as as ea as as as as as as as va as as as as as as ve ve aeaa SHEE,,IIT No. 4 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 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+14 S OF 12 1�NTA�9 KELLEN M. I I o.GAMRADT 07558E V O A. T�j I I I I I' I Iw Cy STA 2+13 CONNECT TO I !4 DRAWNBY: KKC 3 EXISTING SERVICE LEFT -- ` CHECKED BY: ABANDONED(A.B.) I �Q APPROVED BY: ♦ I I I STA 4+00/0+21,CONNECT TO I I I STA 1-81 CONNECT TO a EXISTING SSMH(N)&(W) DATE: 1/OI/YY I I I EXISTING SERVICE LEFT Oi (A.B.) RIM ELEV.-4814.54 O STA +9 co NECT I' ABANDONED(A.B.) A.B. 8"INV IN(W)-4805.21 I ( m # I 3 I ( ) t/ EXIT VC L FT(A. .) 8"INV.OUT(N)-4805.01 S PROVIDE I0'MINIMUM 502 1 (A.B.) IIr ITT—a I HORIZONTAL SEPARATION E MAIN —dHO o I 4 .I I I yC' 6i FROM EXISTIN WATER MAIN 6"VCP @F B BF BF BF BF / Cn BF i S �BP. F BP BF \\ BF— _9F BF BF BF B I O� �BF--- F BF F cBP BF BF F- -BF----- / -t / ------- -- - BF�-BF BFBFi -- -W_-_--W-----W- \� I - -W--_--W--_- SD-- S -- -SD - G6 -w- ---yy---- +, -W7�---yy_-_-- - - -----W -yy - 7 14+2 I� �- -SD-- vVi ---- a +0 I I _2+00 0 3+00 --SD-- — B \ 1 — — 5-----B----. o + I MAI I -I �.�so--� Z I NG LNG \ NG NG NG NG y NG Or- yy __w__- W W--� yD - ---_ -- \ EMAIN I BD�.-�=P�SDI ----� I � S CH�IRCH AVE 1 ---_------- G � 4 SD---- rSD-- -SD- ---SD Nam- .. --------��--- ° \ I / o 'BP P B i BF r F BF \\ I /� N I G \ 11 c LIM STA 10+7710+47,REMOVE EXIST.SSMH EMAIN I I I r HORIZON IDESEPARATION \ I U) I 1 I' a FROM EXISTING WATER MAIN I I INSTALL NEW 48"DIA.SSMH#8 4"PVC I F a— o li I RIM ELEV-4810.73 (A,B.1 STA 1+72 CONNECT TO O I Y I N m I e ! I 8"INV IN(S)=4802.32 (A. ) EXISTING SERVICE RIGHT I m 8"INV.OUT(W)�802.23(A.B.) ABANDONED(A.B.) STA 9+g6 CONNECT TO EXISTING SERVICE LEFT J° .I Z / STA 1+42 CONNECT TO I EXISTING SERVICE RIGHT I [Q I Z I Z I Z m ° Q m II (A.B.) o z LLI I II' I m> a +59 CONNECT TO I I w o I STA 1+07 ABANDON I _L O I _ I E- V a 1G SERVICE LEFT �� I ` --09-- �- o °' I I I Scale: 1"=20' EXISTING SERVICE RIGHT _- 3 m \(\ m N ro VECT TO � I I 0 IO 20 40 L� / CE LEFT :I I I' I lrl .155/ I I HO f:j P / II (� ..r. ........." E- O S a LPN � vNr� sv y TYPE A BACKFILL STA 0+47-4+00 INSTALL 353 LF 8" HOR .SCALE:1"= CO �' DR-11 HDPE PIPE VERT 4 RECORD DRAWING.SCALE:1"= ' '0 2 4824 aaza 4820 3 4820 r O w STA 0 21/4+0 CONP IECT T EXIST SSMH RIME EV.= 814.54 A.B.) 4816 4816 INSTALL EW 48"DIA.S MH#8 3 "INV. UT(N)=805.01 RI ELEV=481073 (A. .) N 8"IN IN(W)=805.21(A. zO 8"NV IN( )=4802 32(A, ,) O W O G Q + 4812 _ _ w 4812 Zj 12'VC STORI I XING W x INV=4 07.00A PROX. a 12"R P STO M XING 4808 10"VCF STORM XING 6"C.I WATE MAIN INV=4 306.75APPROX. 4808 Z O INV=48 6.00 AP ROX. 00 V RTIC SEPAR TION /"1� xi + FI E WS �•L' N u C XII IG W 07 x d F 4804 4804 U� w O PIPE BL IRSTTH S SECT ON OFS WERM IN 4800 4800 M o •� 4796 F 4796 O NN x9 W LL 4794 4794 MM MM vv h� a nn nn co coNh hri W� a T 00 �WcD 00 00 as i ON � ee as av ev va ae ev va ae as va ae ev va ae ev va ae ev va ae ev va ae ev va ae ev va ae ev va ae ev va ae ev ea as ev as ae ve ,SH�EE(T No. 5 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 OF 12 1�NTA�9 I / AMRA KELLEN M. GAMRAT DT No.40758PE V- I I a,T° STA 2-97 CONNECT TO DRAWN BY: KMG PROVIDE 10'MINIMUM EXISTING SERVICE LEFT HORIZONTAL SEPARATION STA 2+15 ABANDON (,A g) CHECKED BY: FROM EXISTING WATER MAIN EXISTING SERVICE LEFT s a I I A,g, °so APPROVED BY: `� ( ) DATE: 1/31/22 �% I I I L STA 0+94 ABANDON —M—e ----is ie M-I----M-- --M— 414 EXISTING SERVICE LEFT EBABCO CK VCP —e-- _s i9—G ie e —I --_----!—e--- — m — 0 m———— ° - -----M---- E BABCOCK ST 2+00 W 00 1+00 omo----- --- — �% E BABCOCK ST - LL = I. STA 3+05,REMOVE EXIST.SSMH W 1 STA 3+03,INSTALL NEW 48"DIA.SSMH#10 Z — o RIM ELEV.=4814.30 (A.B.) N M STA 4+STING010+21,CONNECTSSMH( )&TO I I I I I S7A 1+07 ABANDON Scole: 1"=20' 0 2 m a e EXISTING SSMH(N)&(W) — � :I I I I I EXISTING G SERVICE RIGHT 8"INV.OUT(E)=4808.02+/- (A.B.) � �O 1` RIM ELEV.=4814.54 3 I ( ) STA 1+36 ABANDON 8"INV IN W=4805:21 I I \ I STA1+96CONNECTTO ( ) I EXISTING SERVICE RIGHT a O 8"INV.OUT(N)=4805.01 I I I n (A g) EXISTING SERVICE RIGHT 0 10 20 40 a Z I I Q it ABANDONED;A.B.)43 Q V I F D I =° E BAB COCK ? I O ow 4"VGP 'fir m> N I I I �' I FZozm I II z i 2w RFCORD DRAWING S a LPN vNr� sv y O Gi �/J• G Nv TYPE A BACKFILL STA 0+21-3+03 INSTALL 282 LF 8" HORIZ.SCALE: DR-1 1 HDPE PIPE VERT.SCALE: 4824 4824 lJ 11 3 F� r O 4820 a 4920 p STA +21/4+0,REN GIVE EF-v MH INST LL NE 48"DI .SSM K RIM LEV.- 814.8D554(A.B.) STA +03,RE OVE EXIST. MH (� a 8"IN .OUT( )=480.01(A. .) INST LL NE 48"DI .SSM #10 [_] 4816 V.OU (E)=48 8.02( .) a81s �OJ W4 OO Cam— + N WIO E- I 4812 4812 Z Ou O C NTRAC ORT FIELD VERIFYINVER 0 N Ga + LEVATI N IN PSTRE MA HOLE r�l,1 W d O 4808 T DET RMINE LOPE 4808 W IN 279 L 8"DR 11-HD E PIP 1.00 Y.SLO E AP ROX 07 CIO In W W IPE BU IST THI SECTION 4804 4804 lJ 7/'1) w o G� GO 4800 480o O �N z ^l wLL 1.�L 4798 4798 mro 'r'r mac -.- 88 �n �� Is Is �� �� as MM as as a`a° as �a Mc� NN NN NN NN NNIn I q vv vv as vv as vv as av vv vv av v6 vv vv v6 vv ov 6v vv vv vv vv v6 6v vv v6 6v vv vv va vv v6 6v vv as as av n2 MM ai of ea ae ee vv vv vv ea as vo ea as vv vv vv vv ea vv as va ae ev va ae vv vv vv ev va ae ww as ae ev va ae ev va as ev va ae SHEET No. 6 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 S5 OF 12 T N 9 ASPHALT TRENCH RESTORARON ZONE KELLEN M. EXISTING ASPHALT GAMRADT SURFACE&BASE No.40758PE Frame and cover to be either D&L A-1172 ring with A-1178 COURSE TO REMAIN �.n Standard casting &cover cover, EJIW 3771/3772 series,or approved equal. PLANT MIX ASPHALT F'lYCENSEO Covers shall have two 1"pick holes. GREEN STEEL POST SURFACE COURSE SSI�TVAL AT END OF SERVICE — Flat slab cover _ DRAWN BY: KYC Adjustable rings, PROPERLY _ CHECKED BY: 2"min., 12"max. LINE E OR -III APPROVED BY: NOTE;All joints between manhole sections, LINE _I DATE:2-12-2015 manhole ring and to section,and around 5 1/2' BOULEVARD L_ f 24• yl 9 P (TIP) 1•WT_g�K 1�"MINUS CRUSHED Opening sewer pipe into manhole shall be watertight. 4' ASPHALT ONLY III AGGREGATE BASE COURSE Jointing material shall be "Ram-Nek"or (1�1H SIDES) m equal for all joints except between sewer STREET SURFACE 1O pipe and manhole wall. 5' SIDEWALK GROUND SURFACE .. ( ') I 6"MINIMUM OR 12"MAXIMUM c Manhole steps at �I- - - - - - - -I I TOE COURSE RDBED AGREGATE 16•centers Precast reinforced concrete manhole riser I ��:'� � � BASE COURSE y and cover manufactured in accordance >i:i+ 1'�I 2.5 i WATER PIPE Z $ with ASTM designation C-478. (T,P) COMPACTED BACKFlLL O (SEE SPECS.) PIPE BEDDING °'01 As re wired 11.5 8 > o co_ q (TYP.) (TYPICAL EXCEPT IN SPECIAL _ (60"min.) _ DG CIRCUMSTANCES WHERE CITY HAS �- - - APPROVED ALTERNATE LOCATIONS) Z I------------- IIIIII II� r Flexible gosketed joint -I,— - LLL, iJ_L °> Gasketed Tee NTS �. 2"X 2" E B B WOOD 1. WHEN THE EDGE OF ASPHALT CUT-BACK IS LESS THAN 3 FEET FROM THE GUTTER OR CURB,THE ASPHALT SHALL BE REMOVED TO THE GUTTER c MARKER OR CURB AND RESTORED.NO SEPARATE MEASUREMENT AND PAYMENT SHALL i m BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK 5`o SHALL BE INCLUDED IN BID ffEM 114,ASPHALT CONCRETE PAVEMENT. ro P 3 Pipe restraint(typ.) z a ASPHALT AND TRENCH BACKFlLL SHALL BE AS FOLLOWS FOR SEWER MAIN rn INSTALLATION WITHIN NOT'S RIGHT OF WAY ON MAIN STREET: A Gasketed 90° elbow coat into base SERVICE LINE. SLOPE= 1/4" Channel = di..of pi M FOOT MIN., 1/2" PER FOOT PIPE REDDING 3/4"MINUS WASHED ROCK FROM 4"BELOW PIPE INVERT TO N z a 4"-6"ABOVE TOP OF PIPE Z.x PLUG SUBBASE 3"MINUS STRUCTURAL TYPE"A"BACKFlLL COMPACTED IN 6" o _A LIFTS PER MPWSS,FROM TOP OF PIPE BEDDING TO 3 FEET m i< 45• ELBOW BELOW FINISH GRADE. NOTE:NATIVE BACKFlLL WILL BE < a Precast or poured-in-place base. ALLOWED FOR SUBBASE IN AREAS WHERE MATERIAL IS FREE Ia.T a e Poured-in-place base, minimum 45' BEND DUCTILE IRON FROM CLAY AND WELL GRADED AS DETERMINED BY THE GLI In < I concrete thickness below pipe is ENGINEER. Q a I F 8 inches. Precast base, minimum SEWER FITTINGS. FLOWABLE FILL PLACE FLOWABLE BACKFlLL FROM TOP OF SUBBASE TO Z I Z m thickness is 6 inches. BOTTOM OF ASPHALT GRADE(SEE SPECIFICATIONS BELOW). ; N LAC SDR 26 PVC PIPE SURFACING NOTE:IF•HOT OF MXEASPHALT IS INOTT AVAILABLEX ASPHALT IN?CONTRACTOR Z a Stainless steel SHALL PUCE A TEMPORARY CONCRETE CAP UNTIL HOT MIX O i0 Radius of all-thread rod, Z uj m manhole 1 2• pJ ASPHALT BECOMES AVAILABLE. N m S.P. nP resittI'per foot. Sewer Pipe / NOTES: [_] N m a Pipe depth. ,.i•• A FLOWABLE FILL SHALL BE POURED TO WITHIN FOUR(4)INCHES ...,.�j:'•, Manhole wall SEWER MAIN 1. THIS INSTALLATION MAY BE USED IF DEPTH OF OF ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF x" Z {+a�•i+*� Epoxy grout rods COVER AT STUB END WILL EXCEED 6.5' WITH SIX(6)HOURS PRIOR TO PLACING ASPHALT SURFACING. E'I = Di.. of s wer pipe Stainless steel 3"into wall STANDARD INSTALLATION (PER STANDARD DRAWING i"`:• �'y'•t B. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO •,,...',.'.,`;,;,.; PIPe clamp 02730-2) PLACING THE PERMANENT ASPHALT PATCH. N P4'Y ��• �;::c..l; 2. MIN. DEPTH OF COVER SHALL BE 5' AT END OF SERVICE STUB. ENGINEER SHALL BE RESPONSIBLE C. A MINIMUM OF FOUR(4)INCHES OF HOT ASPHALT(2 UFTS) SHALL W y FOR DETERMINING REQUIRED ELEVATION OF STUB. BE USED FOR THE PERMANENT ASPHALT PATCH.M4000 CONCRETE SECTION A-A SECTION B-B 3. DUCTILE IRON FITTINGS SHALL BE HARCO MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS to $ nvatABLE. GASKET X GASKET OR APPROVED EQUAL. a o ;i ��J• GOP, CITY OF BOZEMAN SCALE: STANDARD DROP NO. 02730-5 CITY OF BOZEMAN SCALE: DEEP SANITARY SEWER NO. 02730-3 ASPHALT AND TRENCH BACKFlLL SHALL BE AS FOLLOWS FOR SEWER MAIN STANDARD DRAWING NONE MANHOLE DEC. 2003 STANDARD DRAWING NONE SERVICE LINE OCT. 2014 INSTALLATION OUTSIDE NOT'S RIGHT OF WAY ON BOZEMAN,CHURCH AND BABCOCK: Rev. March 2006 PIPE BEDDING 3/4"MINUS WASHED ROCK FROM 4"BELOW PIPE INVERT TO 4"-6•ABOVE TOP OF PIPE SUBBASE 3"MINUS STRUCTURAL TYPE"A"BACKRLL COMPACTED IN 6" LIFTS PER MPWSS,FROM TOP OF PIPE BEDDING TO 2 FEET 7 BELOW FINISH GRADE. NOTE:NATIVE SACKFUL WILL BE ALLOWED FOR SUBBASE IN AREAS WHERE MATERIAL FREE FROM CLAY AND WELL GRADED AS DETERMINED BY THE C ENGINEER. L PLOWABLE FILL PLACE PLOWABLE BACKFl TO FROM TOP OF SUBBASE TO C^ R E C� R D DRAWING BOTTOM OF ASPHALT GRADE(SEE SPECIFICATIONS BELOW). Q SURFACING PLACE 4"OF TYPE"B"HOT MIX ASPHALT IN 2,2"LIFTS NOTE:IF HOT MIX ASPHALT IS NOT AVAILABLE,CONTRACTOR O SHALL PLACE A TEMPORARY CONCRETE CAP UNTIL HOT MIX 7 ASPHALT BECOMES AVAILABLE. !� NW W d WIDTH AS < 4'TRENCH WIDTH MINIMUM PROVIDWITH MOO PAFl� EQURED Lz7 F'TEMPORARYWATERLINE DETAIL — ASPHALT STREET SURFACE RESTORATION o SAN W F � a W CUT THROUGH A PAVEMENT TOV11111AY �i N PROVIDE Y OF PROVIDE A ISIING PAVEMENT !-� O SAND TIDING HIGH DENSITY RAND HIGH LOAD MINIMUM DEPTH BE OR 0] 3/E MINUS OR APPROVED BRAND HIGH LOAD 80 OF 6"EM COVER CRUSHED ROCK OR APPTKIVELI EQUAL). OVER TEMPORARY .`�c""�• O ABOVE AN BELOW PROVIDE 2"THICK INSULATION WATER UNE. .................................................................................. INSULATION BOARD BOARD IF DEPTH OF COVER IS 6.5' '}�.,,.y O O E- TO 51,AND 4"THICK INSULATION BOARD IF DEPTH OF COVER IS LESS MAN 5'. O O O O O O .................................................................................. O O O a 6•Mw. UPON COMPLETION OF WORK,REMOVE TEMPORARY LINE ^l AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX CQ TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF Q YMTEISNE FLOWABLE FILL BACKFlLL CQ TEMPORARY SEWER LINE BELOW GRADE STREET CROSSING DETAIL NTS PIPE INSULATION DETAIL NTS SHEET No. 8 ID OF 12 NTA�9 KELLEN M. MENDENHALL (TO THE NORTH) i I I GAMRADT N0.40758PE v /CEN96 I I DRAWN BY: KHG I CHECKED BY: I o I I I APPROVED BY: DATE: 1/31/22 I I m =I.1 l i i 1 II NOT f CONSTRUCTED I (AS BUILT) oe I o I o -OHP OWP P OHP A OHP OHP OHP --------- 0 u -8,8 BF BF BF BF BF BF BF B v BF BF BF w m c I NG=[--NG N " Nc Nc NO Ne I I I 46�98 09 0 i� INSTALL NEW 48"DIA.SSMH#11 O RIM ELEV=4808.19 eD 1 4810 A I I \ i' CONNECT TO EXISTING PIPES(N)(S)A(W) 'z N 8"INV IN(S)=4797.72 I 4"NV N(W)=4797.72 � 8"INVOUT(N)=4797.68 O ^ W N N I W F N� tD O y I I I I moo+` Scole: t"=zo' W IIo w 20 40 I I I I Q O I F J Z I O N I E-F Z o Z m rr z m I I I Z U m m •~�� I N MAIN STREET (TO THE SOUTH) E- S a LPN � vNr� sv y RECORD DRAWING m � � o � 2 O � z w � w �0jj o I� z a' Q a WE- Z r'V O w W N � O m w W d V 1 d c\l z CQ O SHEET No. 7 S6 OF 12 NTA�9 KELLEN M. a GAMRADT IAM RMM n IIf•w. s ei an w�s�ir. eTr�rr °° "iu us tur.lo•S■u w»■a I RV A■ a.■ �aMA n ■■rra No.40758PE x Y.• Ing.•wt Rf I.Mw s. W a �fR,u A1) lAF u a 11 I I wr oo.a ulNart ,"'� wus A,� v rNe ,A r. ,r r rrer hwXWWA r SPACING OF �'-9SENSE >s rr dr so 'm • I'a91'ED SlGM TAPEN CHAMIELlLiNS IWPPEA •siq;�� •u V w 2 SPEED UNIT SPACING LENGTH OSIVICSJ fMAxJ S►ACE� „■,� ■ , u•w■ _ Y u "A'wom zow (4) ILI i�1,. fq rl■■1.wr I I I I NOTES, DRAWN BY: �� (M.P.MJ Prar t■L Prat fml FEET tf+l Frtr tm1 J! NO 001 12s tal iS 81 SO its] VJE THIS SIGN LAYOUt IN UMAN CHECKED BY: �� A >'+■�+E u '� :� AMLICANONS ONLY. USE THE MU". APPROVED Br. u.w AKIN r'�01° ` g r•.1 rra „ 1 t••1 is rill I00 lJal HPrufr�VAY ZMrff ME AILA fHEA • I Our rar rlelr ae.n Nbf•AA.v1mIrA••.v. m �w1,�eKr xwewr W SPACE ALL CKANWI A14 OaVICIS At•a•UNLESS OTNFAMISE MOTSD. DATE: mrxAfA�pA1■ ■Ael Mr.A b 1■•ry AV•n■. A REASOA TO ASSrANCr SPENA CDYFA OR m fp IN fAtfm i,�r'iu A arp °KM M•A■NkIA4 16" �(ma"SPEJD UMIr SIGNS aw If THERE IS •' � :�,. "` M" +1.:" I •••� 0=4"°u,r�cr'>�i I'w iNml AW.A Af0vr"mAUCriw fxurfm SPEED °0'�JAtril'mwm Poo ifra o arm+• LIH7F SISHS. /IrnwRy ws O•Ir r■Ic .rfc O ■ lAr O.ea■w R wtxwY�NYu(/n rrwrM.• aw mf f l • A� ■„R ,4•■.f I•ff1 n AAIf fM! , f teq•KN7 ■mr rWs n gyp.,.t I V i® t � l DOWN AGES AND GrHSR CONDITIONS rMAr t � � ® .�•l.f■l `.^M Ym AA:a THE SUPPSA SPACE AAY SE IMCAEASED.' '( " A1fECN STOIPlHD DIStAMCf. ■ 1•■■!A■AA■,Iwll a lA.n um mm Iw w A w%WW w iMC FAlfltt AfJf ® I • �1MYf!,w■hN.r,r aennwo n M ueav I■ Q/I■.f1.t. 171 iViIED z fr• f • • I'" xl• .■�., m • SlOM WOVT i LME LARGER SPRY SIZES RAT OE APPROVED Er 0 0■wlrn uw alfwamm nw"AIA.✓A. " • r#rM°�° frr,rr"'n•■wwtiP'weluMw+ax�f■ itlE OPPOSIM4 Zr- THa PADfFCr MAl1AGEA. = A•+■7fl/f•YINf fIIW W.I fi•Sfrf/.It'■MM•MM L6v0 x 1J0I PLACE E11D AIOAD•tNlx SIGNS AT END Or > S 1 fA{■MT w •Yl! f Ac,rr w A,y■,w sA.■A■In A Mufti 1 ,■■r AaM se,A■f w«o Y,.1.1. TRAFFIC uaM I A PROECT LINIrs. a Posr EwalM•sPEEa cIMIr a cHARaaa BY T+ AAff f.Ifl.I WN 111f1!bMMII,R■YR NM. mAUf rurwe 1H1/NAR A HUI.f■M•n.r,lf AI Nl M 1 �wf It Mf7N} • IfDA1 tea. Jy r,nx Smwerafesw..r�•r1 A+ow»s r■.g11��1w) • �'Ar orl [ rlr.'�'+ia,+w r°rurrwce • SEE OTL DWG.610-0. M,YMCA cxwm.fIW.'Cftl 71'MR,I lllTAy. •y O ■ . mlFf Q • Id jrR ■0■ . 4(�� nde um ® I W„�j f)O m I'd«PSPIAClRIBII z co xOlr MGM. • ■ ••lWfYf■M,f,•■rf fw�Aw�Z= • • YV';/rr.1 w •.YMxat"m rur! • Tf a .•,CY�If••IU •. I fwr�rwLI .IfRlC/I.A • ZZ ••■ Yn r aru rwr.Ir L • ,O 1[• MHA*1•■m x iLojQ lA• b[lfft■1!11'I#r wA.rr La-0• • • F•,N N tD -� aim Jim MuMPw (AO at i •rr LCQPER LV Z i v A •-PLEXISLJ GUIDE POSTS F m fU,1 + AID-1S• a .■rr 1 v' .r,rr uo ■ *""� 1 we`:M Jr A Jr i 1 •-PLASTIC DAUNS r,.r II ®xr� ria�ir �` , * ®■-0in iSOd a r30 J ■ • �. a Z • M"" � f11A0O LOO •-DffAOTEi lNGIS THAf AU e `` r JF f X F•f M1.11R1n• AI•Rf■n A UAfJQUE rG M9MTAMA 0 Z I Z o f w ., I.■AIMII �' a� ` • I 1Q-SPEea DSrEAMrRaD Sr rHS rAwacr '..I w> N ,r. 0 NMI • w IVAN M w r>ri.Ar INS vF4Prrrw° ■r Aa Q JI■f1 • •w 1�lA I��,1�r}�rMI xw i.o Iy�I NNIAriA(?f N.P.H.OII Jd A•PSI F :o z m '� uwn M�1M.NI M Nbl;AWN P 1M • ` ■ 1--I V e uJ MAMi y • �� ` � nb.N/tflfa I � � �� � Z N 07 v 4,X. Ir O® , ' I • I �• ..A.I.V■ I I x A iV if R-.•.IM I=Ar • ■ � Ya Z .•.. f fI h wry N.ar = I Jr,ar I IIi�i11 I • ■ I i6OD■rSOJ • I ! AdNrq yo A '••Y •rA • xn Qrrllw alsMtrele Aau� 1 •T wua)■r1 rlo-� I■w �"� ■ • L m l EflJaO wt. mma Mal i m I I A z TRAFFIC CONTROL DETAIL I"mo-tSI'5vPACIIIM II ,r N jr O MAIN STREET WORK AREA - NEAR INTERSECTIONS rmx3wi A MAINTAIN I-LANE OF TRAFFIC IN EACH DIRECTION ON MAIN STREET. ON STREET PARKING MAY BE RZ-I A 9Q REMOVED IMMEDIATELY ADJACENT TO WORK AREA. TRAFFIC FLOW MUST BE MAINTAINED ON ALL FOUR IZr■rat I I �i ,f 17 LEGS OF THE INTERSECTION. ® f600 x Tit m YARNS A r�, PROTECT ABOVE GROUND •1UA W?AS W z BYPASS PUMPING A2D.7 a' Z QOfO Sr,Y LHVlTS SHOIEM IN S'PACRSTS tl AV Q W1 FLEXIBLE DELINEATORS !r M 4 Nw I POO A 9tlO1 MJT S AND AAE!R Mlf1 PfWf fe•Il �] &TRAFFIC BARRELS BELOW GRADE 190 y RYDl UIrIESj OPHiA iLMD'S AN SMAMy, [� BYPASS PUMPING PER MDOT 618 DETAILED SEE DETAILS,SHEET"D7" DRAWINGS FOR CHANNIZED INSTALL BELOW GRADE THRU TRAVEL I I r�, ¢ a DEVICES LANES ON E.MAIN STREET s �� �•J W F' WOIMC 'JS•x 3C Z [�+ W"x owl AFRAFIEFONRY DWG. N0. F SrAXDAAD SPEC, 61B-U30 W z SECTION ill � z O LEFT LANE CLOSURES (LOW SPEED URBAN 04ULTI-LANE, UNDIVIDED ROAD) m BYPASS SANITARY SEWER "• = MANHOLE Q MDMTAAA DEPAR'rA1ENT o �+ OF 7AAN9POATAYfOW C- F z r TRAFFIC CONTROL DETAIL TRAFFIC CONTROL DETAIL Q MAIN STREET BYPASS MAIN STREET MID-BLOCK WORK AREA • PUMPING MAINTAIN I-LANE OF TRAFFIC IN EACH DIRECTION ON MAIN STREET. ON STREET PARKING MAY BE REMOVED ON THE BLOCK WHERE WORK IS TAKING PLACE. CONTRACTOR MUST LIMIT TRAFFIC IMPACTS TO ? SUBMERSIBLE BYPASS ONE BLOCK AT A TIME ON MAIN STREET. •' PUMP t' SHEET No. 9 RECORD DRAWING T 1 OF 12 1�NTA�9 KELLEN M. GAMRADT No.40758PE V ROAD ENSE CLOSED /,)y,yL AREA /I CDRAWN HECK BY: /�� I CHECKED BY: L�i APPROVED BY: OHP ' DATE: W MENDENHALL ST ° IM WORK .. ir AHEAD W20-1 N_ - r ROAD R11 O CLOSED T� 0 TYPE 3 BARRICADE d I Il d PROPOSED WORK AREA W m z N N co W FINES � � i07 0 NONBIf W z y OJ z WNfN 'j Z � PPESEM O �% I v ® O OO OO •II W24-iL R2-15 O O0O aO ®W4-2r tPEEC w20-5 rr__ avOARK mp <WW201 0 O O0OO < aI 00000 0 M I AHEAD I Q V I E- G nxeen ' I m TYPE 3 BARRICADE - I I ? 0 LN END TYPE 3BARRICADE xa'x30' W20-1 / ; N po tV ROADWORK I — • D J F Z C G2D-2a - - _ - — — — — ---- Z o-i �T ---------- ----- �- - .� �1--------i*-MAIN-ST --- I----- W I . B�, s—Is "—s � � S — S — S �S —s —S s is --s— x z ----------- --� -----�yF-'-��. ----- -- - -----—_� -- ----------- - - - _ E" _ I a OAO W20-5 SPEED //,�]�� 0 00 00 ® I r---- -� . .- .• _�_ END • / • -� RV�PTZ +'IrNr,�yo WORK = E�5 0O 000000 ROADWORK I m III •j AHEAD Z `�I(I(VII II// wzo-1 G20-2a w r 24"x 30" TYPE 3 BARRICADE OAO uc TRucKs TxExEs WORK z WORK iVRu OAD AHEAD AHEAD BLOC XERE WORK r_, • PLASTICTRAFFICBARREL O W <s> W20 1 �I W20-1 ® AHEAD N FLEXIBLE DELINEATOR W20-1 Mi4W LGIYGE FAST OF BOD9:iN1EBgCiCN INSiAIL SC%YA Wf51 OF'NELSON ROEFS[OiCN rw NEBIBDIND—FFC EFa O Sf Fpt ND T—C KJ Z z ROAD 111 z W CLOSED W N ° ¢ O ICJ\ o I TYPE 3 BARRICADE NOTE: 1 Z Q ALL 4-INCH DOUBLE YELLOW CENTERLINE STRIPING, E B D 24-INCH WHITE STOP BAR STRIPING,4-INCH WHITE ABCOCK ST DASHED STRIPING,AND 8-INCH WHITE LANE LINE BP I 7 O a STRIPING DAMAGED OR REMOVED AS A RESULT OF THIS E BABCOCK ST ROAD ,'�-I m C PROJECT SHALL BE REPLACED BY THE CONTRACTOR W. WITH EPDXY PAINT AS DESCRIBED IN THE CONTRACT CLOSED I_ E- SPECIFICATIONS. AHEAD Q ,z z U fs. TRAFFIC CONTROL DETAIL Q d SEWER CONNECTION AT MAIN & BOZEMAN n F REFER TO MDT DETAILED DRAWING 618-U30 FOR ALL SPECIFICATIONS, SPACING REQUIREMENTS & NOTES (SHEET Tl) RECORD D RAW I � G SHE No. TD OF 12 ROAD 'N TANS CLOSED AHEAD AMRA GAMRA KELLEN M. DT ' No.40758PE V o "S,/ ENS �p /(1\IIL DRAWN BY: I �I CHECKED BY: APPROVED BY: I Lei DATE: OH IP 2 _ E MENDENHALL ST E MENDENHALL ST ° c — —----- I oao 0 r WORK �I ROAD CLOSED R11 AHEAD 1 IHW r° RA111O W20 1 O to L TWn I� vl TYPE 3 BARRICADE I � W dZ \ z m z N In I RIGHT U W [—N c TURN ONLY ONLY PROPOSED WORK AREA z IS x \I• R3-5R R5 a c ' N I' I ) oao O Z i c m 1 N F 7 sw _ .��- _ --------I � - sus — s � s �-ems--sus —s — =_ ---- s= S S- - s-- sP S- W ---_------- E- S Z _ — — - a. N # r e+1 m oao WORK ' �I O � AHEAD N 20 1 r I� � I JJ# GN�yIA RIGHT ml TURN I v� ONLY ONLY 181� PROPOSED TRAFFIC CONTROL PLAN R3-5R R5 I O W AT THE INTERSECTION SHALL FOLLOW I/ _ dMDT DETAILED DRAWING 618-U30 ° I °N P E- z (SEE SHEET T1) Q d z ` W d rR° ° O EEIo R11 � � L I Z $S � I W O 0 I I TYPE 3BARRICADE N • W F I WORK iL-- °_ - ° — AHEAD __�-- ° �� 1 -\ J e- S �� ��14BC-&eKs ST ------ d C4 J VV20-1 _ -- - - / - _ E BABCOCK ST BF _---------- m a CIS I � I I I O z - o owe E- TRAFFIC ROAD CLOSED � AHEAD 1 C,.) O � TRAFFIC CONTROL DETAIL NOTE: SEWER CONNECTION AT MAIN & ROUSE ALL 4-INCH DOUBLE YELLOW CENTERLINE STRIPING, REFER TO MDT DETAILED DRAWING 618-U30 FOR ALL SPECIFICATIONS, 0 24-INCH WHITE STOP BAR STRIPING,4-INCH WHITE N DASHED STRIPING,AND 8-INCH WHITE LANE LINE SPACING REQUIREMENTS & NOTES (SHEET T1) STRIPING DAMAGED OR REMOVED AS A RESULT OF THIS SHEET No. 11 PROJECT SHALL BE REPLACED BY THE CONTRACTOR WITH EPDXY PAINT AS DESCRIBED IN THE CONTRACT RECORD DRAWING SPECIFICATIONS. T-QQJ) OF 12 NTA�9 ROAD CLOSED AMRA GAMRA KELLEN M. DT ' AHEAD No.40758PE V o ENS�p 16\7 DRAWN BY: CHECKED BY: `m E MENDENHALL ST APPROVED BY: E MENDENHALL ST DATE: RORU TRAErH R1I � .. F O W Z W TYPE 3 BA RRICADE > C � x c� a � x ROAD i a R„-z z CLOSED m z z N N 10 O O ROLBLE A, i7 t�PEARRICADE ViORNERi `� r d' 4R2 1 O XO T R2-15 Is- 1 END p0 p0p0 a<pp pp ppO /�n�4zlzG20-2a �ly/ Z I Z DJI • TVPE 3 BARRICADE �1 � • 24"x 30" /' � ` Z O Z m __ _ -�----_-- — —'—= -------- E MAIN ST � s —�MF1�Pi—S'F-- s s —� S 8 �_s �s �s=_S �,sE � -----~�'►--------------- W Nm " -------_ ___ Iow Z .. • ._ - .. S�~ END E _ _ l ROAD WORK a J � W24-iL OAD OAD W2 5 W4-2r p on�E G20-2a P TZ V4'Y� AHEAD I WORK e ® p 0 0 p0 0 wom I O Op I AHFAD 25 p V�DIf O O 000 N II S wzo-, wzo-, :•ao" Rz-,5 00 0 0 0 m $ TYPE 3 BARRICADE p II 2 a III y�A I mI r_l ��J• GAS. TYPE 3 BARRICADE I W OAD o r • PLASTICTRAFFICBARREL RUCKS IJ WORK TYRH O AHEAD HERE TI FLEXIBLE DELINEATOR K� .tea z E- d .•rw.mWEE�m a wLaaK KlrtRscc— _/] Q 46 nr 41SRKKII•nLWrK: --f-ROAD7 a„-z z R3-2 CLOSED W U oaD a WORK I LL AHEAD �W2D-1 1 (n —\ ----- -- - _- TYPE 3 BARRICADE W (r 0-S — S — s s �= ° ------ E BABCOCK ST C z E BABCOCK ST — = W�/�--- BF—ems F --- _--, • BF V1 Z ►� d a REF --------- i � 0 \ / o a E- o z NOTE: ALL 4-INCH DOUBLE YELLOW CENTERLINE STRIPING, 24-INCH WHITE STOP BAR STRIPING,4-INCH WHITE TRAFFIC CONTROL DETAIL DASHED STRIPING,AND WHITE LANE LINE ^ Q STRIPING DAMAGED OR REMOVED AS A RESULT OF THIS h-I PROJECT SHALL BE REPLACED BY THE CONTRACTOR Qi SEWERCONNECTION AT MAIN & CHURCH WITH EPDXY PANT AS DESCRIBED IN THE CONTRACT F- REFER TO MDT DETAILED DRAWING 618-U30 FOR ALL SPECIFICATIONS, SPECIFICATIONS. 0 SPACING REQUIREMENTS & NOTES (SHEET Tl) RECORD DRAWING SHEET No. 12 . T4- 0 OF 12