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HomeMy WebLinkAbout2011 Water Main Renovations moca .NTA.....iii..'. er ROBERT J'; -*! MURRAY JR.ir_ 2011 WATER MAIN RENOVATIONS \ 10337PE "ii��NAL EC\o�o`co DRAWNBY: WES Ct1ECKEDBY: ASK CITY OF BOZEMAN MONTANA DATE:1ED BY 0RUM 11 DATE:I�Q5�2Q11 m d Ca n z "mil W a RECORD DRAWING RECORD DRAWING N Q U MARCH 2O12 MARCH 2O12 w z W 18 8 3 � oz wAaHo NCo. 0 ow e U Woo " a JANUARY 2011 P� * tlNbt N li M O G1 CEO �' . O N LEGEND INDEX GENERAL NOTES EXISTING GAS LINE 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA VICINITY MAP COVER SHEET C1 PUBLIC WORKS STANDARD SPECIFICATIONS,5TH EDITION,AND THE CIT OF BOZEMAN MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,5TH S. 8TH AVE. HARRISON -COLLEGE STA.0+21 -STA. 5+00 W1 EDITION,INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. Bo+e > EXISTING STORM DRAIN rscnacne Q S. 8TH AVE. COLLEGE-ALDERSON STA.5+00-STA. 10+00 W2 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2006 BY MORRISON o-<ono Fverg ee'0 Brya^ st. W MAIERLE, INC. S. 8TH AVE. ALDERSON -STORY STA. 10+00 - STA. 15+00 W3 eo^a St EXISTING WATER MAIN 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE eo,ter S. STH AVE. STORY-KOCH STA. 15+00-STA. 20+00 W4 AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE Rd. 3 CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING -IIAN'- �= po4 st. T T S. 8TH AVE. KOCH -CURTISS STA 20+00-STA 25+00 WS CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT Uou s oRv oRv EXISTING TELEPHONE LINE oR 5t S. STH AVE. CURTISS - BABCOCK STA 25+00 - STA.30+00 W6 EXISTING UTILITIES. 4. EXISTING WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT OF NEW eron st. < EXISTING OVERHEAD POWER S. 8TH AVE. BABCOCK - MAIN STA. 30+00-STA 33+37 W7 WATER LINES.ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF Ma 1eW o R 3 s uv uv THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS. s' O t BABCOCK ST. 8TH AVE CROSSING STA.0+00-STA.0+99 W8 CIS D_ 5. ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE Z p EXISTING UNDERGROUND POWER S. BOZEMAN AVE. STORY-KOCH STA. 0+00 - STA.4+00 W9 WITH THE PROJECT SPECIFICATIONS.TEMPORARY WATER SERVICE SHALL BE PROVIDED TO o sl �"^P �❑ TamarOCIC St. z�e ^ ALL CUSTOMERS AS SPECIFIED IN "TEMPORARY WATER SYSTEMS'-SPECIAL PROVISIONS. o ra S. BOZEMAN AVE. KOCH - NORTH STA. 4+00 - STA.7+80 W10 I--1 t ��❑❑� �K rsc rsc EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT 6.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL 4 m�� b ❑❑❑��❑ S.BOZEMAN AVE. OLIVE - SOUTH STA. 7+80-STA. 12+23 W11 SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING O race nee. SANITARY SEWER MAINS OR STORM DRAIN MAINS, UNLESS OTHERWISE SHOWN ON THE ¢' etc t.����❑�❑��`/ EXISTING SEWER MAIN E. KOCH ST. BOZEMAN - LINDLEY STA. 0+00 - STA.4+00 W12 PLANS OR AS DIRECTED BY THE ENGINEER. o �❑ LJ ss LINDLEY ST. KOCH - NORTH STA.0+00 - STA.4+00 W13 7. ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED TO THE CITY OF BOZEMAN O F W �os J®I fj����� sss EXISTING SEWER SERVICE WATER DEPARTMENT. Z 'z x L IVlllo 11 stl❑ PROPOSED SE WORK LINDLEY ST. OLIVE - SOUTH STA. 4+00-STA.B+OS W14 O p� ��❑��� — I r I\Or o`DLD VV OI\r\ 8. MAINTAIN A MINIMUM OF B FEET OF COVER OVER THE NEW WATER MAINS.WHERE W �, AREAS W yy— PROPOSED 8"WATER MAIN DETAIL SHEET D1 MINIMUM COVER CANNOT BE OBTAINED,PROVIDE INSULATION BOARD AS DETAILED ON e on __ - .♦ ❑❑❑❑��� L�� a — — THE PLANS. d W r Z Be 5t EXISTING WATER SYSTEM D2 ��Q aO s st 9. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE RIGHT OF WAY W W o [1713©uo❑® N ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE Q O Men enh t o ENCOUNTERED. W. M In St.y 2F12©=�❑❑ z ❑� EXISTING WATER SERVICE 10. ALL MAINLINE PIPE AND FITTINGS SHALL BE WRAPPED IN 8-MIL POLYETHYLENE. 1011 0® b o k St. SERVICE LINE KEY THE WATER SERVICE LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE <�❑❑©❑ s CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EACH SERVICE PRIOR TO ry ,ff NF1 u - onre sl € CATCH BASIN INSTALLATION IT THE NEW WATER MAINS. �y ❑� ❑a�r sStO❑❑ Curt.ea st.m uE o 12. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE onna ve. r"tt �c K h 1 ❑�❑ ❑�Ul®l� ` _ LOCATED APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH �; E ® CURB STOP —ADDRESS OF THESE LINES,WHICH VARY IN SIZE AND COMPOSITION. - N�� ❑❑❑❑� aogety 4 13. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS, or St ❑❑❑❑ �CO o st�. ��❑❑� SO Story st STREET SIGN OR OTHER FITTINGS TO COMPLETE CONNECTIONS. FLEXIBLE COUPLINGS SHALL NOT BE 'O I YZX USED. EXISTING WATER LINES VARY IN COMPOSITION AND MAY BE D.I.P.,C.I.P., OR to❑❑❑❑ �e Aia i}_5�t ���❑ F o EXISTING FIRE HYDRANT OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL ❑❑❑❑�❑❑ ou e�st�❑�❑❑ m 1 BE VISUALLY INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL 0 31ZE MATERIAL TYPE PRIOR TO BA C KFILLING. =UNKNOWN UNKNOWN ❑❑D❑❑❑❑ C=COPPER W. College St. EXISTING STREET LAMP 14. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON ce Pona Rd, C.I. =CAST IRON THE PLANS OR S THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ome� a D.I. DUCTILE IRON ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. PA^ '1s or. m or. ❑C� V on�S�❑ ce PROPOSED FIRE HYDRANT L= LEAD m Z ���❑❑ GAL=GALVANIZED 15.THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS rt'" ^,0❑❑D a� AND THE PUBLIC.ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE w�cerFa�a st. � Montana IlGortaiell SSII OS EXISTING SEWER MANHOLE CONTRACTOR FOR HIS PERSONNEL. ®�01111 T 16.THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM SHEET NO. 1 a A EXISTING WATER GATE VALVE DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. Q G n S .�� a a > 17. EXISTING PIPE THAT IS ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED C Uj Lincoln Rd. a Stote 5 Q C PROPOSED WATER GATE VALVE WITH CONCRETE AT ALL OPENINGS. 1 D� OF 17 RECORD DRAWING 1 V �LJJ \`��oov pNTANq "' ' STA. 0+51 INSTALL 8X8 % �•• MJ TEE,8X6 MJ REDUCER STA. 4+37.5 CONNECT TO EXISTING j ROBERT J.li 6"MJ GATE VALVE MAIN. REMOVE EXISTING CROSS, STA.0+29 CONNECT TO EXISTING MAIN = - INSTALL 8" RIGHT. INSTALL 14X8 MJ CROSS, SLF 14" 10337PE 45' MJ BEND {} STA. 1+64 STA 2+07 KILLED STA. 2+36 STA 2+91 STA.3+78 D.I.P.AND 14"MJ GATE VALVE RIGHT, . STA.0+69 INSTALL STA. 3+43 STA. 3+99.5 19LF 14"D.I.P.AND 14"MJ GATE 8"MJ GATE VALVE. CONNECT TO SERVICE DO NOT CONNECT TO CONNECT TO CONNECT TO ROOF DRAIN INSTALL 8"MJ J EXISTING SERVICE RE-CONNECT EXISTING SERVICE EXISTING SERVICE EXISTING SERVICE CROSSING FROM GATE VALVE. VALVE LEFT, REMOVE EXISTING 14" 1 VALVE. iiNllAnLNo�o�.000� e —RIGHT. RIGHT. RIGHT. RIGHT. DORMATORY. � STA. 4+59.5 INSTALL Ft— 8"MJ GATE VALVE. DRAWN BY: WFS CHECKEDBY: ASK -_ — APPROVED BY: RJM 9 25 ^ DATE: 1/6/2011 0 METER 1+00 m = H, VAULT 4 go F m A�1 +0 STA.0+20 7' RIGHT SPRINKLER \ \ , DO CONNECT TO EXISTING STA. 0+22 SERVICE-DO NOT MAIN REMOVE EXISTING IN ST ILL8' 45' RE-CONNECT ZO MJ END WITH 4 90' BEND, INSTALL 8' UST BLOCK\ _ (NP) S. 8TH AVE i MJ GATE VALVE. 7' RIGHT > o oy w as os p w o EXCAVATED NO INSULATED F // I� 818 • KILLED %4 4 �4 C T RENEWED INTO C 8/81 802 COPPER (TYP.) PROVIDE A 2"TAP WITHIN 10'OF HOUSE W C '' C COPPER (ALSO SERVES CONNECTION FOR TESTING. REMOVE R 714 W.COLLEGE) �y C TAP AND INSTALL BRASS PLUG UPON NOTE: USE PLOWABLE FILL BACDRLL FOR ALL IT, I, O COMPLETION OF TESTING. g Z� TRENCHING IN COLLEGE ST./S.8TH AVE INTERSECTION. Scale: 1"= 20 30' W Q Z w 0 10 20 40 O DETAIL OF 812 S,STH AVE. WATER SERVICE CONNECTION. T\./\ z W W �-4 a PE A BACKFIL FLOW BLE FI L PE A B CKFILL 4860 4860 STA. +21 -STA. 5 00 INS ALL 48 LF 0 8"D.I.P. P1S b'Vb ESTRAIN ALL JO NTS U —? HORIZ. SCALE: 1" = 20' 4858 " 3 VERT. SCALE: 1" = 2' 4858 w II�2 m - �I+J Atiti o o _ 4856 _ - 4856 o - W o m > w W 4854 w + > _ N 4854 F O �J 6.5' min.) - �¢ - + 4852 4852 W _ W U ROVIDE NSILATI K Lj x O DEPTH OF 4850 AA COVER N _ o F 4850 QI z EE DET IL EXIS7l W Q E-I 6 W 7E D FLEcr PIPE 0 c� z ACHIEV 6.5' OVER x r o z 4848 SS Rop D _ i o > _ 4848 Q N o J H4846 ` ` w 4846 ROOF BRAIN 6' SDII"I o W PRO IDE IN ULATION 4844 IF D PTH 01 COVER4844 \\ IS L SS TH N 6.5' SEE DETAIL �--i CIA " 4842 DE LECT PI IE TO 4840 AC IEVE 6. ' COVER 4840 SHEET No.2 N h cp M O N ifl M O N <a O N O of N M Ol h ifl IN of cp N O h u] v? N O h 'n M O N <O C N O 1 O r u� Ih N 10 of of of of of I� r r r O O of of of of of of of of of of of of of of of of of of ro W of of of of of of of of of of of of of of of of of of of of of of W of of of of of of W of of of 0400 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2100 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4140 4+60 4+80 5+00 5+20 Or n RECORD DRAWING rr,oNTANrr, 5+04 CONNECT MURRAY JR.,,*E STA. TO EXISTING SERVICE 10337 PE °tr= STA.5CRO CROSSING FLOOR STA.5+65 KILLED STA. 6STI CONNECT STA. 6+49 CONNECT STA. STING CONNECT STA. 7+93 CONNECT STA.8+75 INSTALL STA.8+80 INSTALL T S TEE 8 A' DRAIN CROSSING SERVICE DO NOT TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE 8"MJ GATE VALVE LF 6"D.I.P., HYDRANT ASSEMBLY �Oj rSNALp.� 723 FROM SERVICE RE—CONNECT. LEFT LEFT LEFT. RENEWED EXIST. LEFT LEFT. REMOVE EXISTING HYDRANT. STATION GALV.SERVICE umi mnll�l° INTO �4 C 719 S HOUSE W/ "C SPRINKLER SYSTEM —R 3/4 C 741,C 703 DO NOT RE—CONNECT. DRAWN BY: WFS 09 3 (NP') CHECKEDBY: ASK /4' 19 (TYP) APPROVEDBY: RJM DATE: 1/06/2011 +0 / 6+00 r m +00 Is "o TO 0 m S. 8T �1 VE 1 H o e m EXCAVAT o as as as as "\ / m p AND INS LATED W 3 a as as / as asas — as a 0 I z 14 STA. 5+04 1Y2 C 7+17' RE-CONNECT. SERVIONNECT.NOT € \L KILLED ICE DO STA. 5+50 STA. 7+16 STA. 7+30 E-CONNECT. 2 6 KILL RVICE DO STA 8+20 STA, 7+77 KI L „ NOT FOUND RE-CONNECT. SERVI NOT SERVIC NOT 3/4'C 3/4"C 676 ONNECT. NOT FOUND NOT FOUND NNECT. -"C(INSIDE PROPERTY) y ono NOT FOUND STA.5+87 CONNECT STA.9+10 STA. 9+31 STA.9+92 CONNECT RENEWED STREET TO EXISTING SERVICE NOT FOUND 2,5• NOT FOUND CONNECT TO CONNECT TO TO EXISTING SERVICE SECTION TO CURB BOX n RIGHT SERVICE RIGHT EXISTING RIGHT RIGHT O O EXISTING (REPLACED EXISTING LEAD) F­ 37' w CQ7 w z w Scale: 1••= 20 DETAIL OF WATER O ry SERVICE CONNECTED O C) y (L. TO 709 S.8TH AVE. 0 10 20 40 0 4850 4850 m o PEA BACKFIL c>, STA. +00—STA. 1 +00 IN TALL 5 0 LF 0 8"D.I P. R STRAIN ALL JOI TS 4848 —� HORIZ. SCALE: 1" = 20' as4a n VERT. SCALE: 1" = 2' P� I I o � o 4846 \ 4846 P �IJ� EN o - 4844 4844 o _ M 3 I�14 FLO R DRAI 4842 W 4842 d 33 W \ W (/I F^ Vl \ z Z 4840 \ o \ \ 4840 W + + LO 4838 \ ) 4838ID— a a F��J J J z 4836 4836 ¢ + SD IN - - o H 4834 z 4834 3 \ mwz o x 00 4832 \ 4832 � \ o N 4830 \ a 4830 4828 ` 4828 SHEET No.3 �aof �of �aof x�aJ Lq�W �D] c7� -ofNof ofoof -ofNof of -of -of OJ -ofoof of �of of of of of o �r'JM �M �M W2. . . . . . . . . . . . . . . . . . . . . . . M . . MMM N N `0 N of w o of c . . . . . a- - - - N N N a 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6420 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 OF 17 RECORD DRAWING STA. 12+38 INSTALL 8X6 STA. 12+86 CONNECT STA. 13+57.5 CONNECT STA. 14+08 CONNECT __\ity.ROBERT/•J•''i;//` STA. 12+34 INSTALL MJ TEE,8 LF 6"D.I.P., TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE * HURRAY JR;*_ 8"MJ GATE VALVE. HYDRANT ASSEMBLY LEFT. LEFT. LEFT. LEFT. 10337 PE REMOVE EXISTING STA. 11+10 HYDRANT. STA. 10+31 KILLED ROOF DRAIN SERVICE 00 NOT CROSSING FROM oSNAIL ENs�� RE-CONNECT SCHOOL IQ— DRAWN BY: WFS 5 507 - - __1/ " -Y4 1" 1"C CHECKED BY: ASK 19'(TYP.) _ 'y'3 APPROVED BY: RJM DATE: 1ZO6/2011 '10+00 m F +00 i 2+00 3+00 1 +00 0 ^^k 5 a n S. 8TH A VE DO oti5 r DO ., z / 0.w'i cyai Q so °s 5D— 0 IT- TTT 606 602 �i"C 520 ®� O 516/518 508 C41 1 1'C ^C 502 g Z CONNECTED WITH a O SADDLE STA. 10+73 CONNECT STA. 10+95 STA. 11+56 CONNECT STA. 12+79 CONNECT STA. 13+70 CONNECT (SERVES TWO METE S) Scale: 1 20 TO EXISTING SERVICE N k CONNECT TO TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE STA. 14+30 CONNECT - RIGHT. EXISTING RIGHT. f� RIGHT. RIGHT. TO EXISTING SERVICE OMM m 0 10 20 40 SERVICERIGHT. RIGHT. W W O 'z w Z 0 C w 0 � o 0 U TY E A BA KFILL U w N o G 4838 4838 FWFI--11 TA. 10 00 - TA. 15 00 INS ALL 50 LF OF 8"D.I.T. IJy a RES RAIN A L JOIN Ey HORIZ. SCALE: 1" = 20' 4836 VERT. SCALE: 1" = 2' 4836 PS * eNs O W pip 4834 4834 I� Lj�* OKY 4832 - - 4832 0 o tj _ 4830 w Z. _ w 4830 V1 + o w z N o \ \ w C + u > V1 z ^ 4828 O a w _ 4828 W _ \ + 8"R00 DRAIN <° D z ~ + II + ICI LID C _ D a� (/I v� o 4826 1 ` ` - p z 4826 a d w + \ \ w P- Q + F U J z Z 6.5' min.) PIN 4824 Q 6" \q , " \ Q 4824 Z p '.1 4822 P \ + W \ 4822 W WW1 00 \ x 4820 4820 \ 4 00 4818 4818 4816 \ \ \ 4816 SHEET No.4 cp N rn r N 0� r N N O r N M 7 N (O N O 0� N N O N 1 N N N N N � r N N N cD M O r N cD M O I� M n n M N N N N O O O O D7 6 6m OJ OJ r r r (O ti) c0 f7 M N N N N M M M M rv] M M M M M M M M M M M M M M M n M M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N d d d 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 OF I- 00�QNTANmiuoo,,,,, STA. 15+87 INSTALLED STA. 15+07 CONNECT STA. 15+35 INSTALL 8X6 MJ TEE ANGLED UP TA. i6+16 CONNECT STA. 16+64 CONNECT STA. 17+05 CONNECT STA. 17+79 CONNECT STA. 18+75 CONNECT STA. 19+58 INSTALL 8X6 MJ TEE, STA. 19+62 CONNECT TO EXISTING SERVICE 8"MJ GATE VALVE. 45',CONNECTED TO TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE 8LF 6"D.I.P., HYDRANT ASSEMBLY TO EXISTING SERVICE _*j MURRAY JR *_ LEFT. EXISTING HYDRANT LEAD LEFT. LEFT. LEFT. LEFT. LEFT, LEFT. REMOVE EXISTING HYDRANT. LEFT. 10337PE j�a WITH ONE-45' 6"MJ BE D. \ SPRINKLER SYSTEM 'g ``• 7 ' DO NOT STA. 19+54 ""�SNA•L ENVo"`O� 503 RE-CONNECT. INSTALL 8"MJ 423 (TYP.) GATE VALVE %"C a J til _ BY. WFS 415 409 DRAWN 401 CHECKED BY: ASK '/"C 321 APPROVED BY RJM DATE:01/O6/2011 15 0 17+00 18+00 19+00 20+00 a 4y0b *a1z A 8TH AVE % / o so—as s so as \ z soz STA. 15+04 CONNECT TO EXISTING SERVICE W N N G RIGHT. RENEWED EXISTING LEAD SERVICE EXCAVATED AND WITH ER C TO EXISTING INSULATED ((//f�' COPPER AT CURB BOX. ]RECORD E 111 O \D DRAWING 0 w m a Scale: 1"= 20 Z A" W � o 0 10 zo ao 0�I � TYPE A KFILL 4826 4826 F•IWF•I••11 TA. 15 00 - TA. 10 00 INS ALL 50 LF OF 8"D.I. W a RES RAIN A L JOIN Ey HORIZ. SCALE: 1" = 20' 4824 VERT. SCALE: 1" = 2' 4824 Ply * vN M P CO 4822 � z 4822 >> �. � � a �jJ G Pyre• z 4820 \ \ - 4820 0o w - M > Y0 Z. o 00 ^Ip w J t 4818 W W 4818 O N ++ S _ w N + W ^I o - WX. �9 48164816 N ? o SS z < W O++ o o + N IL o ? / a Q — w - 4814 1 — — z o _ ( 4814 a \ a dd W F _ Q W C/0 J 0 n o �' J Fyc•I O 4812 el leiF 1N z ~ F 4812 Z 6 WA ER MA1 o S m EFLECT PIPE FOR SEWE CROS ING ^I ^S p N F z N 8., .I.P. 4810 — z O 4810 Ey a+,+ 4808 — 4808 00 4806 4806 4804 4804 SHEET No.5 cD r7 O rl: ly? NNN NNN NN NN NN NN NN Nof NN N of N N OJ N N W N N MN N W IN N N N N OJ N of N W 4N O O O M n co N N ofofN N T w w N of 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 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 OF I- STA.22+92 CONNECT LL EXISTING MAIN. REMOVE EXISTING CROSS, INSTALL 10X8 MJ CROSS, 19 LF OF 10"D.I.P.AND 10"MJ GATE VALVE LEFT,AND t`Rl)BERT J.•i 2LF 10"D.I.P.AND 10"MJ GATE VALVE RIGHT. ' =_*i MURRAY JR *= STA.20+43 CONNECT STA. 21+24 CONNECT STA. 21+59 CONNECT STA.22+54 INSTALL STA.22+95&23+01 INSTALL STA.23+97 CONNECT STA. 24+80.5 CONNECT '"hqj� 10337PE '�- TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE 8' MJ GATE VALVE. REPLACED 20' 8"MJ 11Y4"VERICAL BEND TO EXISTING SERVICE TO EXISTING SERVICE '�`��• r4/�` %r LEFT. LEFT. LEFT. T DAMAGED CI PIPE WTI IH 10"DIA. DI PIPE LEFT. LEFT. '%./C �T��.9•'•���S�IVALENVs unn ulnnuo SPRINKLER SYSTEM STA 23+19 INSTALL 8X6 DO NOT MJ TEE,8LF 6"D.I.P., DRAWN BY: WFS 317 RE-CONNECT. CHECKED BY: ASK HYDRANT ASSEMBLY LEFT. "C 311 307 SNP') � STA.23+14 REMOVE EXISTING _ �/4"C VC INSTALL 8"MJ HYDRANT. APPROVED BY: RJM GATE VALVE. 217 "C 209 DATE 01ZO6Z2011 19' m / 20+00 0 21+00 4808_ 2+00 A +00 2 00 � 2s o z o o a S. 8TH A VE `� F PROVIDE DILATION \ os as as C_40 _ IS LESS THAN 6.5'. _ \ E DETA7t— tvl o a as as \�1 as as z U 721 W. KOCH 6 FI "C 310 .L "C 6vga ICI 20 216 STA.20+05 CONNECT LSTA. 21+36.5 CONNECT C ��p TO E%ISTING SERVICE TO EXISTING SERVICE STA. 21+94 CONNECT RIGHT. RIGHT. TO EXISTING SERVICE O XO RIGHT. RENEWED EXISTING COOPER �' p� z SERVICE WITH 3a = "C TO C7 METER IN HOUSE. \ STA. 24+16&24+18 STA.24+99.5 CONNECT A a Q CONNECT TO EXISTING TO EXISTING SERVICE SERVICES RIGHT. RIGHT. O p N 44 0 � o O A �.19 46' g z I-Li W N x DETAIL OF I Ey 306 S. 8TH SERVICE Scale: 1"= 20 CONNECTION 8' 0 10 20 40 Ply * vN N ch O TYPE BACKFI L P7 ODD 4818 4818 STA. 20+00-STA. 25+00 INSTAL o 500 L OF 8'D.I.P. .� III RESTRAIq ALL J INTS HORIZ. SCALE: 1" = 20' 4816 VERT. SCALE: 1" = 2' 4816 ro t7i 4814 w w 4814 N a N cn—W rn E� O z 4812 - — 4812 W N + _ _ _ w O o N _ w W O � z O 4810 w - w 4810 a Q J n o of 4808 F F o z ' w 4808 ICI Q N o o � _ a n u < _ W + f a _ z EXISTI G q' 4806 4806 F b o + F DEPTH OF C VER iv 1, ICI - o PR OSED S LESS THAN .5'. a 1 I�-II--11 + 8 0 F4 4804 + _ 4804 ON DD EXIS ING 4' WgTER RAINN F 4802 — — _ _ _ 4802 STA. 2+95 - 22+92 LA MAIN LAT 4800 4800 SHEET O 0 � 1,1 Nr rr crD Nr Nr Nr r N o.6 � N IDN O 01 N O r r r O O O O O O O O O O O O O O O O O O O O O W5 N ro N N N N N N N of N N N W N N of N W N N N of N N W N N N N N N N N N W N N N N N N N N of of of N N N N N N N W v v v a v v v v a a a a a a a a a a a a a a v v a a v v a a a a a a a a a a a a a a a a a a a a a a 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 25+20 OF 17 00�QNTANmrrr000,,,, DETAIL OF SERVICE CONNECTION TO + `'• 205 S. 8TH ROBERT J.t 3 DETAIL OF SERVICE CONNECTION To =*i MURRAY JR *= 113 S. 8TH 4• � 10337PE ram, ENTRY STA. 25+23 CONNECT STA.25+93 CONNECT STA. 26+72 INSTALL STA.27+25 CONNECT STA.27+32&27+34 CONNECT STA 28+50 CONNECT STA. 28+98 CONNECT STA.29+59 CONNECT 43 TO EXISTING SERVICE TO EXISTING SERVICE 8"MJ GATE VALVE. TO EXISTING SERVICE TO EXISTING SERVICES LEFT. aoiHr TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE °rrirrrNAIL E��o�"`O� LEFT. RENEWED EXISTING LEFT. RENEWED L LEFT. LEFT. RENEWED EXISTING LEFT. RENEWED WITH LEFT, GALV.SERVICE INTO SERVICE TO EXISTING aowT 49' LEAD SERVICE INTO �"C TO EXISTING DRA BY: WES HOUSE AT THE METER. COPPER AT CURB BOX STA. 26+77 INSTALL 8X6 HOUSE WITH "C. COPPER AT CURB _ — MJ TEE,BLF 6"D.I.P., BOX. CHECKBDBY: ASK HYDRANT ASSEMBLY LEFT, SPRINKLER SYSTEM D NOT REMOVE EXISTING HYDRANT. APPROVED HY: RIM O RE-CONNECT. ��/ —R DATE:01/O6/2011 TYP.) 809 205 2 W_ OLIVE723 109 C 9 m "C " —R — — 113 103 0 3fi C d m 19'(TYP.) m +0 - 8+00 29+00 > i +00 a S 8TH A I/E �g —as as es — es S. 8TH o z 14.,C .0 71 a W.Qu /y c 726 715 W. OLIVE 122 STA. 25+44 CONNECT STA. 26+02&26+04 STA.27+11&27+13 CONNECT STA.27+61 CONNECT STA. 28+28 w p; TO EXISTING SERVICE CONNECT TO EXISTING TO EXISTING SERVICE RIGHT. TO EXISTING SERVICE CONNECT TO RIGHT. SERVICES RIGHT. Q RIGHT. RIGHTNG SERVICE � N O O A" W 0 � o O gz� z I 10 //--\\\�\ �I1y�1Iy11y �TI C W o RECORD �L 1�! Y 1 l V 0 locale:201"= zo 40 0. Ply * vN N ch TYPE A BACKFI L 4808 w �' 4808 STA. 25+00 - STA. 30+00 INSTALL 500 LF OF 8" .I.P. 0 II u } ESTRAI ALL JOINTS •I� YyZ`S o \ HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2' c� — 4806 - O 4806 x _XW J O _ U O �i N SD a 4804 W o +o u W 4804 O N N �S1 x o N + 4802 + + w o O 4802 W O N N z �a _ O+ d d +� Q — = w Nz z _ _ _ + _ 4800 ¢ o - 4800 W 0 o lal J W ++ J z XISTIN ¢• d d 4798 Z. = �y F 4798 4796 ~ W 4796 F"I PIPOVIDE IkSULATION IF 18"N IN \ r S E DETAL S 4794 II 4794 11158 O 00 II 11 4792 4792 8"MIN 4790 4790 DEFLE T PIPE SHEET cND rN rN NrN rW arW rW W N N N N o MO OI� SHEETN o.7 7 ) INO M 7 M N 0 W6 0 O O O O O O O O O O f N W N NNNN N NN N N co co co N 24+80 25+00 25+20 25+40 25- 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 29- 29+60 29+80 30+00 30+20 30+40 OF 17 p0o�o TE STA. 32+13 CONNECT TO EXISTING STA.30+40 INSTALL 8" FIRE SERVICE LEFT, INSTALL 8X4 MJI \t , STA. 30+01 INSTALL STA. 30+29 INSTALL MJ 11Ye'VERTICAL STA. 31+67 CONNECT STA. 32+10 CONNECT TEE,4"MJ GATE VALVE,AND 2-45' = i RMBERT J.'ti 8"MJ GATE VALVE. MJ 11Ya VERICAL BEN . BEND. TO EXISTING SERVICE TO EXISTING SERVICE 4"MJ VERTICAL BENDS WITH =*� MURRAY JR.j*_ S 30+42 INSTALL LEFT. LEFT. GRAVITY BLOCK. 10337PE _ TA. 8% MJ CROSS. 824 W. MAIN z"c '%fk'tiasTEiV4� STA. 30+61 INSTALL 4"FIRE 8"MJ GATE VALVE. 15 SERVIC �''aS�NALE� DRAWN BY: WFS No �� 19' (TYp) CHECKEDBY: ASK --_______ ----------_ u APPROVEDBY: RUM ———————————— +00 -- DATE:01/06/2011 31+00 2+00 FOUND 18"DIA. / € 33+00 3+ 3.98 m DI SS PIPE AT WATER MAIN. SEE SHEET 0 \ S. 8TH A VE / W8 m S 8TH AVE ----- ---- o Fo \ ---------- ------------- — §— --- — ------� z AM 0 oy \ 9 so so pss So -- -- w yU 4 3 O I STA. 33+35.5 INSTALL � 8X6 MJ REDUCER. �J STA. 33+37.5 CONNECT TO f EXISTING MAIN. INSTALL 6" F MJ GATE VALVE. O m ICI N W W c F I O O c N � J w RECORD DRAWL �`T G-7 F W z � °' o I � a gz� I Scale: 1"= 20 0 10 20 40 W I I11 � FL WABLE FILL TY E A B CKFILL FL WABLE FILL O 00 8. WAS PLACED (L CO 4804 4804 TA.30 00 - �--IJ33115. LLILOLIN 37 LF F 8"D I.P.IN `Zj�* Gil. HORIZ. SCALE: 1" = 20' 4802 VERT. SCALE: 1" = 2' 4802 F> Y t7i> o 4800 LLI , 4800 V1 a�: m M V1 m x F'I M 4798 a W o 4798 W O + W O a� SD a � - D 4796 _ 4796 a ¢zz COO N 4794 Z �I — /y 4794 Q — z li + EXISTI > z 6" IN z z I I F yip + O> } r2 w L Q 4792 F — a +M 4792 W 1 N. PROP 4790 —— —— — —— — — — — 4790 M —MAINTAIN 6"MIN. � CLE RANCE 00 4788 HERE 1 "OF ERTICAL 4788 SEPARATION CAN OT BE STAINED PROVI E FLOWABLE FILL, HIN. 3' AN, SEVER MAI OR ROVIDE INSULATON TORM DRAIN MAN AND DEPTH OF COVER ULL WID H OF TILITY 4786 4786 7F 8"W TER LINE. EE DET T SHEET No.8 M O 0 O OI O h N N W . . M O) h 10 � rC � W c0 rC � m of r 10 I N O of h N M N � � O � N OI h T T / �"J O O O O 61 O O� N N N N OJ r r r r r r c0 c0 c0 (O N . . . N N N . . . . M r7 W / m O O) O I O) O) x O) 1 1 O) O) O) O) m O) M O1 r r r r r r r r r r r 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33- 33+40 33+60 33+80 33+93.38 F 01 17 oo�oNITA mi ROBERT J. R i * MURRAY JR *= IE " O R D DRAWING AW I N II g199 � I °noS10NAIL�NV°. DRAWN BY: WFS STA.0+03 INSTALLED STA. 0+24 = STA.0+93 INSTALL 8X6 MJ CHECKED BY: ASK 8X4 MJ INCREASER STA. 30+42 8TH TEE,9LF 6"D.I.P., HYDRANT AVE, INSTALL SX8 �;% 1 ASSEMBLY LEFT. REMOVE APPROVED BY: RJM MJ CROSS. `v MISTING HYDRANT. -�] STA. 1+01 INSTALL DATE: 01/O6/2011 8X6 MJ REDUCER, m F CONNECT TO EXISTING MAIN. +0 0 2 w —6 0 STA.0+00 CONNECTED TO BABCOCK A M EXISTING MAIN WITH HYMAX COUPLING,3LF 4"DI SPOOL PIECE. s /sa s / O z En Z SEE SHEET W7 STA. 0+99 INSTALL STA.0+05 INSTALL 8"MJ GATE VALVE. a+ 8"MJ GATE VALVE I a o STA.0+97.75 g INSTALL 8"MJ 22 kJ' rj VERTICAL BEND WITH GRAVITY BLOCK. STA.0+94.5 INSTALL 8"MJ 22 z V VERTICAL BEND. 80,� � Fo � NWT Scale: 1"= 20 w o a 10 20 40 0 � o 0 FLO ABLE ELL h-1 4808 U w o z S A.0+0 -ST. 1+01 INSTALL 97 LF OF 8" .I.P. W REST AIN AL JOINTS HORIZ. SCALE: 1" 20' H 4806 VERT. SCALE: 1" = 2' - PT1 * bN y 4804 oN M W pip � J � o I � 0 4802 z. 0 4800 �> a a �x 4798 <� v �+ W ~ SD a� a W o Z'l Nz zz D z- � -- II "I F U w/ 47962 �, "SO U ++ a& a s [[77]] W EXISTI G 6"M IN 4794 EXISTING 4"MAIN O � N � PR gTION 4792DEF CT PIP PROM ISLE SEE D U 4790 o � 4788 4786 SHEET No.9 a N co o c� n a a a a ♦ ♦ V 0 m m m o 0 0 0 0 06 m rn m m 0 0 0 0 0 0 0 a a a a 0+00 0+20 0+40 0+60 0+80 0+98.2 OF 17 o�pNTANun�oo.,, \t,ROBERT�J,�4/% RECORD DRAWING _ SMURRAY Al 10337PE ooS�NALENoc.°,. mmnnnm�� DRAWN BY: WES REMOVED EXISTING HYDRANT WHICH WAS CONNECTED TO CHECKEDBY: ASK MAIN IN BOZEMAN AVE. APPROVED BY: RJM [STA.0+10&0+15 STA. 0+25 INSTALLED DATE:1/06/2011 INSTALL 8, 11Y•MJ 8X6 MJ TEE, 10 LF 6" VERTICAL BENDS. D.I.P., HYDRANT z ASSEMBLY LEFT. m STA.0+00 CONNECT U STA.0+55 CONNECT TO STA. 1+OS INSTALLED STA. 1+60.5 CONNECT TO STA. 1+94 CONNECT TO STA. 2+46.5 CONNECT TO STA.3+24 CONNECT TO STA. 3+86.5 CONNECT Scale: 1"= 20 TO EXISTING MAIN. I EXISTING SERVICE LEFT. 8"DI SOLID SLEEVE EXISTING SERVICE LEFT. EXISTING SERVICE LEFT. EXISTING SERVICE LEFT. EXISTING SERVICE LEFT. TO EXISTING SERVICE .. `� REMOVE EXISTING I,II LEFT. TEE INSTALL 6X6X8 1' MJ TEE AND THRUST 0 10 20 40 a \ BLOCK. I o 121 E STORY 419 413 409 STA.3+78 INSTALL STA. 3+89.5 CONNECT 4 _ - 3 4"C - -�, 3/4"C "C 405 g"MJ GATE VALVE. 401 333 TO EXISTING SERVICE In 3/4..0 3 4�.0 3/4"C 3/q..0 LEFT. z O 0 00 1 s' ,zo, -- D F -- - - ------------ W as -- }0 - ---- P4 o a S. BOZEMAN AVE. G G G G 0 G6 0 f ss ss se G z STA.0+2.5 INSTALL 8' MJ GATE VALVE. rn Y 410 3/4 q 8 �3/4"0 C I O O I � STA.0+83 CONNECT TO STA. 2+38.5 CONNECT TO PROVIDE A 2"TAP WITHIN 10' EXISTING SERVICE RIGHT. STA. 1+40 CONNECT TO STA. 2+97.5 CONNECT TO STA. 3+65 AND 3+RT EXISTING SERVICE RIGHT. EXISTING SERVICE RIGHT. EXISTING SERVICE RIGHT. INSTALL 8" 11Y'VERTICAL 55'' OF CONNECTION FOR TESTING. F XO rn REMOVE cm, AND INSTALL BEND. �I BRASS PLUG UPON COMPLETION. o a Z % U w o FW G° o f I11" a I I O I� G � HORIZ. SCALE: 1" = 20' wo e VERT. SCALE: 1 = 2 dlt�* GIPyYP� 4816 4816 TYPE A BACKFI STA.0+00- 4+00 INSTALL O 4814 y 40OLF 8"D.I.P. 4814 RESTRAIN ALL JOINTS 3 0 T 4812 s 4812 — N �+ z w +4810 � f � w w � — w d 4810 'H z� as ='z zo oz - o� W Z 4808 F+ w w - c� c� _ Ld 13 w I4808 'Z, z in F z J o x x - m •'- Fo J " Q x OF o O r Q W Z ++ _ _ _ w — N — — z z f Z. 4806 N O 4806 -- z " " '"`" W .ExlsTl c N a"w rER o — — 1+++ +I11 r MA ± T z F ASS 4804 4804 ROVIDE INSULA ION I�155 II F DEPT OF C VER S S NII d EE D IL SHE T D-1 PRO OSED g'•p l P SSS �I MAINTAI 6"MI 55 �~ 4802 `�S 4802 SS ^� PROVI E INSU TION l V IS LE S THAN 6.5' SEE ETAIL S EET 4800 D-1 4800 SHEET No.10 4798 4798 N o N N O 0 o o O n � h N N 0 0 0 N O O n � N O O o O n W 9 a a a o 0 0 0 0 0 0 0 0 0 0 o m of 0 of 0 0 0 0 of a; a; of m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m o� ro ro m m m m m m w m ro m m m m m ro m m m ro m m m m m m m m m ro ro m m m m m 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 OF17 RECORD DRAWING * MURRAY JR.*_ � 10337PE �� '.i.��NALE��`OO\\• IIIIIIIIIIIIIIW� DRAWNBY: WES CHECKEDBY: ASK APPROVED BY: RJM g z DATE: 1/06/2011 I STA.4+29 INSTALL 8X6 MJ TEE. 1OLF 6"D.I.P., HYDRANT COMMON Scale: 1°= 20 ASSEMBLY LEFT. REMOVE m SEWER EXISTING HYDRANT. SERVICE 0 10 20 40 F o STA. 4+19 =STA STA. 4+38 INSTALL STA. 4+55 CONNECT STA. 4+92 CONNECT STA. 5+48 STA. 5+75 CONNECT STA. 6+14 CONNECT STA. 6+59 CONNECT STA, 6+93.5 I q 0+00 KOCH INSTALL 8"MJ GATE VALVE. TO EXISTING SERVICE TO EXISTING CONNECT TO TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXI SERVICE STA.EXISTING CONNECT 8X8X8 MJ TEE. LEFT. SERVICE LEFT. EXISTING LEFT. LEFT. LEFT. TO E%ISTING SERVICE SERVICE LEFT. LEFT. \ DID NOT RECONNECT, 331 3 4'C 3z1 KILLED. O 3/4'C 3 317" / 3 4'C 3 C 3i<'.G 311 3/4•C 3 4"C / F -4+00_ S. BOZEMAN AVE. s pe s ss ss ——_ ° 326 F 3/4..0 3220 308 rTl z o I 3/4"C 306 Iwo W N_ $ STA. 5+27 CONNECT STA.5+85.5 EXISTING STA. 6+31.5 CONNECT 3/4'C STA. 6+74 CONNECT 3/4"C N TO EXISTING SERVICE SERVICE, DO NOT TO EXISTING SERVICE TO EXISTING SERVICE �C o� RIGHT. RE-CONNECT. RIGHT. RIGHT. O a m z $ O Zz O N \ SEE SHEET W-12 I�-I c7 c N a U w N O lii I.wI••I.-.II � O U I Q,11 * bN PE A ACKFIL O M 0 II STA.4+00- 7+80 INSTALL 4812 RESTRAIN ALL JOINTS 4812 I�* C PN HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2' _ 4810 3 - J F3 4810 V1 � J J w N 1� 4808 ' w o p 4808 O Ed O - — W V1 - w z - cwi w V1 w O w - OJ + w + 4806 a o m o w w x _ P, asps �+ U z z w w - — /rl V) U Z. OD O O d J N ^ O w O F + � a Z 4804 J n N z z J 4804 O -- -- — --_ _ 0 W x h+N�l ~ `+ a N— N O 4802 F 4802 S � SS PROPO SSS SSS - 4800 4800 'SS!; 'SSS SS MAINTAIN 6"MI 4798 CLEARA CE(FYP.) 'SSS 4798 ^� 'SSS ICI (O�l PROVID INSU TION 'SSS IS LES THAN .5' II SEE DETAIL SHI ET D-1 SS 4796 4796 SHEET No.11 4794 4794 0roaI oaf ra ca0 Na Ma Na a Oa oaf a a0 a a Na 7a Oa oaf a a0 a a a a a I of c0 N M N 7 O orof of of of r r r r r r r r r O N N N N N N N N I 0 0 0 0 0 O O 0 0 0 0 0 0 0 O 0 0 0 O O 0 0 0 O 0 0 0 0 0 0 0 0 O O 0 0 0 O 0rro 0 ro ro ro ro w w ro ro 00 00 00 ro ro w ro ro 00 00 ro ro ro w 00 VO cro0 W10 a a a v a a a a a a a a 3+80 4+00 4+20 4+40 4460 4+80 5+00 5+20 5440 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 OF IF \\\0000pNTANq'000,,,� RECORD DRAWINGr . ,%_j ROBERT J.: * MURRAY JR.j*= 10337PE '�\ DETAIL OF "imal(INALa� 219 S. BOZEMAN z SERVICE CONNECTION. DRAWN BY: WES CHECKED BY: ASK Scale: 1"= 20 APPROVED BY: RJM 20' DATE: 1/06/2011 0 10 20 40 m STA.8+31 INSTALL 8X6 STA. 9+33.5 CONNECT STA.9+63.5 CONNECT STA. 10+15 CONNECT STA. 10+56 CONNECT TO STA. 10+98 CONNECT STA. 12+13 INSTALL STA. 12+19.5 INSTALL MJ TEE, 10 LF 6"D.I.P., TO EXISTING SERVICE TO EXISTINFT G SERVICE TO EXISTING SERVICE EXISTING SERVICE LEFT. TO EXISTING SERVICE 11Yy' MJ VERTICAL 11Ye' MJ VERTICAL STA.8+13.5 CONNECT HYDRANT ASSEMBLY LEFT. LE . RENEWED LEAD LEFT. LEFT. BEND. BEND. a n TO EXISTING SERVICE LEFT. REMOVE EXISTING SERVICE TO METER LEFT. HYDRANT STA. 8+52 CONNECT INSIDE HOUSE REPLACING STA. 12+21.5 INSTALL TO EXISTING SERVICE �� WITH-Y"C AND STA. 11+31 CONNECT 8"MJ GATE VALVE. DO LEFT. FOUND GALV. RELOCATING CURB BOX TO EXISTING SERVICE (BENDS WERE ROTATED 301 219 p SERVICE REPLACE TO TO PROPERTY LINE. LEFT. SLIGHTLY TO AVOID CO 3/4 BOX. NFLICT WITH STORM 209 205 120 E.OLIVE c 227 EXISTING COPPER AT 3/4"C 3 215 DRAIN MANHOLE) "C 3/4"C CURB 3/4'C 3/4"C 3/4"C 3/q"C a°j a a —R a m o o w -- ----- 00 1 3� I / z S BOZEMAN A VE s° ss Cs/ p5 k ss— ss jss ss 02 s 4®0� ss g8o0 EXISTING CROSS,REMOVE TALL—__———— —-----ss ———— f 12X8 MJ CROSS, CONNECT —TO EXISTING MAIN.00 306 302 226 ND/ORLBTIPPING ANY W W o 3/4"C 3/4"C 3/4"C 224 220 214 1 COO LE NECESSARY TO N k' 3/4"C 3/4"C 3/4"C 210 206 COMPLETE THE CONNECTION O 3/4"C C)3/4"C SHALL BE CONSIDERED AS y = ¢ w INCIDENTAL WORK. W O "Q1 STA.7+82 CONNECT STA.8+39 CONNECT STA.8+40.5 CONNECT STA. 9+15 CONNECT STA.9+65 CONNECT STA. 10+01 CONNECT STA. 10+84 CONNECT STA. 11+00 CONNECT —s—oNv 12" v-I (.7 w z w TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE RIGHT. RIGHT. RIGHT. RIGHT. RIGHT. RIGHT. RIGHT. RIGHT. I O Off" N O 0-1 °z � N w ° � O a H W II' A N M °F7 � L HORIZ. SCALE: 1" = 20' o a VERT. SCALE: 1" = 2' tl *IGINyyP� 4808 FEE A A K IL 4808 a STA. 7+80- 12+23.9 INSTALL O 4 444LF 8"D.I.P. 3 RESTRAIN ALL JOINTS 4806 4806 _ T Vl W Z 4804 4804 O o Q m ow - - �w 4802 w 4802 6.5' MIN.) Ld o z^ N z^ o o w x J z O W Z W m o U wo Q J J + o o 4800 _ 4800 O W 4798 — + m o �' o a 4798 N o M ss — ExisnN o 4796 a"WW — — + o a a 4796 DE LECTED PIPET( PROP P o ^ AVOID SSS CONFLI T SED 8"D., — INS LATION AS SHC WN Iv,Iv, I I "S r� SS SS 5 r1 4794 IV — � 4794 O ss —/ N AIN IN 6"MIN. CLEAR NCE. SS TYR) SSS 4792 4792 �� PROVIDE INSU TION WHERE SSS DEPT OF COVER IS ESS THAN 6.5' GRAVI BLOC SEE SHEET No.12 DETAIL SHEET D-1 4790 4790 O of O of oaf oaf oCaf oCaf oCaf aroa 0oaf oCaf OaJ Moa) MO�J o�f oaf Mroe oaf rWa'l oaf Noaf Noaf Noaf Nroa Noaf NWa Noaf o0af oa0f o0af ro0a o0af W�a o0af Ooaf O°�JL---- n NO°J OOof OpI�:: OprJl� Oprl� Oprlt Oprl� Oprl� nOprl� N 0 O O O O O O O 0 0 O 0 0 O O O O O O O O O O O O O O O W 11 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9440 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 OF17 pNTANrrrrO o„ j ROBERT J`E.'/_ y W =* MURRAY JR, RECORD DRAWING a 10337PE �\\ oiS�NAIL ENmo``�� DRAWN BY: WFS L,j2 73' \ CHECKEDBY: ASK APPROVED BY: RJM 15, DATE: 1/06/2011 Q DETAIL OF WATER SERVICE CONNECTION AT 330 S. BOZEMAN m s y \ o a STA. 1+02 CONNECT DO STA. 0+38 INSTALL TO EXISTING SERVICE 8"MJ GATE VALVE. LEFT. REPLACED STA. 2+85.5 CONNECT STA. 3+38 INSTALL 8" 0 Scale: 1 20 EXISTING L/GALV. TO EXISTING SERVICE MJ GATE VALVE STA. 0+00 = STA. SERVICE WITH-Y" RIGHT. 0 10 20 40 c 4+19 BOZEMAN COPPER INTO HOUSE. �\ \ INSTALL 8"MJ TEE. — R— STA. 2+69 CONNECT 3 4"C TO EXISTING SERVICE q o —— \ RIGHT. / o 0 00 \� 19 -- — ,77 E. KOCH ST � E. KOCH ST Q - ------------- _ w !/86 /yOM� P7 Q Q 404 212 FH W O w 3/"C 3/4"C / 222 34"C 3/4"C 226 304 STA.0+93 CONNECT STA. 1+97 CONNECT 3/4"C 3/4"C 310 O O TO EXISTING SERVICE TO EXISTING SERVICE 3/4"C ry RIGHT. RIGHT. Z v°pi STA,3+42.5 CONNECT STA.3+53.04 r�l kj o NOTE: SERVICE RE-CONNECTS MADE TO EXISTING SERVICE INS LL 90 �/MJ BEND z' v WITHIN 4' OF CENTERLINE OF NEW RIGHT. W MAIN SHALL BE CONSIDERED AS A SERVICE RE-CONNECTION WITHIN hWi•I ',may TRENCH LIMITS. O 00 00CID 0 HORIZ. SCALE: 1" = 20' F° VERT. SCALE: 1" = 2' 4816 4816 `lj� Gpti PEA ACKFIL STA.0+00—3+53.04 INSTALL 353LF 8"D.I.P. 4814 RESTRAIN ALL JOINTS 4814 4812 4812 O - ICI 4810 z - _ _ - ? 4810 z 4808 ` 4808 O ao 4806 4806 rTl ON o z+ _ — — W a r_ E ISTING "C.I.W�TFRVP N_ 4 W 4804 — _ — 4804 \\ PROP SED 8' D.I.P. r� r1 4802 4802 O IN ULATE 11 LESS SS rOVFR SE DETAIL SHEET D-1 4800 4800 DE LECT PI IF TO AC IEVE 6f COVE SHEET No.13 4798 coa0f oOoaff cOoa0f IOoa�f Wa ma a a `0aMaCaCaa aa �fm 4 798 0000000 6 O Oo Oo Oo of of o o ro ro W 0 W12 0 O O O O O� 4 m m � w 6 � 6 � O O O O - - - - - - a 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2400 2+20 2+40 2+60 2+80 3+00 3+20 3+40 OF17 \\\0000p N TA RECORD DRAWING r . j RNBERT J.: _ I _* MURRAY JR.j*= 10337PE 'a,\ FRouT DETAIL OF WATER pOfS V STOOP SERVICE CONNECTION o� NAILSso TO 329 LINDLEY PLACE. DRAWN BY: WFS CBECKEDBY: ASK 41 APPROVED BY: RJM STA. 2+29 CONNECT g l STA. 0+22 INSTALL 8"%6" STA.0+68 CONNECT STA. ISTING CONNECT STA. 3+12 CONNECT STA. ISTING CONNECT a TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE DATE: 1/O6/2011 MJ TEE SUE E D.I.P., TO EXISTING SERVICE I HYDRANT ASSEMBLY LEFT. LEFT. RENEWED LEFT. LEA' LEFT. REMOVE EXISTING HYDRANT. EXISTING GALV. R- - LEFT' g Z SERVICE WITH�/4"C m INTO HOUSE. Scale: 1"= 20323 0 ai I A —R 3/4"C 3 0 10 20 40 DO 32 U 4 3 I Z 0 00 —— W s ss ss o p, �INDLEY 6 Z STA. 0+00 = STA. l 3+53.04 KOCH. INSTALL 8"90' MJ BEND -- 330 326 z 3/4"C 3/4'C 322 3 6 3/4"C I STA.0+06 CONNECT STA,0+72.5 CONNECT STA. 1+52 CONNECT STA. 1+95 CONNECT I TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE STA. 2+25 CONNECT STA. 3+26 EXISTING STA.3+35.5 CONNECT' STA. 3+77.5 CONNECT I RIGHT. RIGHT. RIGHT. RIGHT. TO EXISTING SERVICE SERVICE,DO NOT TO EXISTING SERVICE TO EXISTING SERVICE RIGHT. RE-CONNECT. RIGHT. RENEWED RIGHT. RENEWED N k I STA. 0STING CONNECT O O STA.0+3.5 CONNECT EXISTING GALV. SERVICE EXISTING GALV. TO EXISTING SERVICE x TO EXISTING SERVICE RIGHT. INTO HOUSE WITH�/y"C. SERVICE INTO HOUSE M P7 6 Q RIGHT. WITH "C RELOCATING F+I w p 304 METER TO THE WEST w A as 3/4 C WALL. O 0 ' O N 5' G) a5z N *NOTE: SERVICE RE-CONNECTS DETAIL OF WATER DETAIL OF WATERSERVICE CONNECTION SERVICE CONNECTION 'Z MADE WITHIN 4' OF CENTERLINE OF NEW TO 306 LINDLEY 9 8' PIO.ACE2 LINDLEY U W MAIN SHALL BE CONSIDERED AS A SERVICE PLACE. RE-CONNECTION WITHIN TRENCH LIMITS. W O 5' x a 32' 7' 6' * b 310 My 3/4 C I I o W A O 00 00 � r pq I I^ o I 4812 E STA.0+00- 4+00 INSTALL 4812 �IJ GIS 4DOLF 8"D.I.P. m i RESTRAIN ALL JOINTS _ HORIZ. SCALE: 1" = 20' 4810 � 3 4810 �o- oo 4808 " '= zo W 4808 O Az, xo xN N I� 4806 a as W w~ z - 4806 pz o o w _ ~ W o � o 0 F . _ _ x + d +o _ w - J Z o W H a 4804 o - _ J 4804 a VSS mT a 4802 n z o 0 4802 N I,cA V S ~ z O S F-1 d o z w Cq o � l - -y VSSS V SS + 4800 MAINTAI 6"MI + n 4800 CLEARA CE(TY.) + PROP r + SED S S SSS ICI 4798 4798 O N 4796 4796 SHEET No.14 4794oORf R a OR1 roa oRf o) o) o) O 94 O r M w o) o) of w of o) OJ o) 00 OJ 00 f of R C R � R R C C C C � R C C � C R W13 0 o O O O O O O 0 0 0 0 O OO U TO 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2400 2+20 2+40 2+60 2+80 3+00 3+20 3440 3+60 3+80 4400 4+20 OF 17 ......T MAN,000.,, DETAIL OF WATER SERVICE c" �NTA`��\ N p, CONNECTION TO 225 DETAIL OF WATER SERVICE ` i LINDLEY PLACE. \% CONNECT CONNECTION TO 221RECORD DETAIL OF WATER SERVICE 4' TO EXISTING LINDLEY PLACE. 1� ���III _ i RNBERT J.1 DETAIL OF WATER SERVICE CONNECTION TO 301/30 12 24' COPPER CONNECTION TO 201 LINDLEY PLACE. OUTSIDE 10337PEQ'= BUILDING INDLEY PLACE. SOUTH 10' WALL t 9' 23' 7' 10' DRAWN BY:WFS It 10, CHECKEDBY: ASK APPROVEDBY: RJM DATE:1/06/2011 STA. 5+47.5 CONNECT TO EXISTING SERVICE g Z LEFT. STA. 4+00.5 CONNECT STA. 4+20 INSTALLED STA. 4+65.5 AND 4+67 STA. 6+07 CONNECT STA. 6+49 CONNECT STA. 6+79 CONNECT STA.7+43 CONNECT STA,CLE INSTALL TO EXISTING SERVICE 8X6 MJ TEE ANGLED UP CONNECTED TO TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE VERTICLE 8" 11Ys' MJ BEND. `r LEFT. AT 45°, 1-45' MJ EXISTING SERVICES LEFT LEFT. LEFT. LEFT. LEFT. REPLACED Scale: 1"= 20 STA. 4+15 INSTALLED BEND, 8 LF 6"D.I.P. REPLACING GALV.WITH EXISTING LEAD SERVICE TA.7+65 INSTALL 8X6 MJ a n ELY( WITH�"C IN TO TEE,8LF 6'D.I.P., HYDRANT 8"MJ GATE VALVE. PIPE HYDRANT "C.7+5 BURY) HOUSE. RELOCATED ASSEMBLY. REMOVE EXISTING G 0 10 20 40 DO BOX. YDRAI�T. �. 3 301&303 O CURB � o /4C 17 1 A o �. m o -- — o +00 o o I w LINDLEY 4606 LINDLEY LINDLEY z 48aZ STA 8+05.9 CONNECT TO 49PI y EXISTING MAIN, REMOVE EXISTING S TEE, INSTALL 12X8UST L TEE, J _ — CONCRETE THRUST BLOCK. 6 --- _ g Z ————————— NOTE INSTALLATION OF ANY 12" PIPING OR COUPLERS 2 _ ti NECESSARY TO COMPLETE THE CONNECTION SHALL BE 218 212 CONSIDERED AS INCIDENTAL [[F r,.. 3/4.'C 308C 2 2 C I" 1 WORK. O O STA.8+03.5 INSTALL 8"MJ GATE VALVE. STA. 4+64 CONNECT STA. 5+43 CONNECT STA. 5+89 CONNECT STA. 6+19 CONNECT STA. 6+92.5 CONNECT STA. 7+54 CONNECT I"'I W O w TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING SERVICE TO EXISTING w CQ7 T. REPLACED RIGHT. RIGHT. SERVICE RIGHT. as z RIGHT. REPLACED RIGHT. RIGHT. O O ry EXISTING GAL. SERVICE EXISTING LEAD SERVICE _ WITH�/4"C INTO HOUSE. WITH-"C "SERVICE STA. 7+62 INST LL ry CONNECTING TO VERTICAL 8 11¢ EXISTING COPPER AT MJ BEND. THE CURB BOX. II-0 z N u O C) *NOTE: SERVICE RE-CONNECTS L° Z MADE WITHIN 4' OF CENTERLINE OF NEW 50' W a MAIN SHALL BE CONSIDERED AS A SERVICE RE-CONNECTION WITHIN TRENCH LIMITS. 8' DETAIL OF WATER SERVICE CONNECTION TO 226 LINDLEY PLACE bbJ, P II v' I II T'0 W II' P O 00 pq U II O PEA 3ACKFIL 4808 4808 `tI0" GN STA. 4+00-8+05.9 INSTALL 406LF 8"D.I.P. RESTRAIN ALL JOINTS M 4806 3 HORIZ. SCALE: 1" = 20' 4806 _ VERT. SCALE: 1" = 2' Vl V 1 Ld E 4804 4804 O �_ 4802 Q- _ x 4802 I � x 5:w 4800 �J - - } 4800 F o z wo w wiz W, oz G- _ �ww z W ado z Y 4798 _ o - z _ - - m 4798 `��1 Q G 4'MIN n r zlz o z F> >ro r w O F w w� F I�1 ll F r z oz 4796 " _ z F 4796 PRO Los—IDSSS F_ —+_ + nn a y zo ,.D.I.P. .d II r� VSS 4794 _ 4794 O sss N WHERE 18"OF VERTICAL SEPARATION CANNOT BE OBTAINED, PROVIDE 4792 4792 FLOWABLE FILL, MIN. 3' EACH SIDE OF EXISTING SAN. SEWER MAIN OR INSTAL INSU TION ERE STORM DRAIN MAIN AND AREAS OF CO ER ISW ESS TH N FULL WIDTH OF UTILITY 6.5' S E DETAIL SHE D-1 TRENCH TO MID-HEIGHT OF 8"WATER LINE. SHEET No.15 4790 4790 (O M O r M O O> N r O M N O N I� O M O N I� N N O of I� O O a O M O W14 N N N 0 N 0 0 0 a 0 0 M 0 M 0 0 0 0 M M N N N N N N N 0 0 � 0 � � O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O D O N OJ N N N W N N N OJ N OJ N W N N N N N N OJ N N N N OJ N OJ N N N N OJ N W W W W W W OJ W W D] 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 0117 \\\oca .NTA..... NOTE: Coal Roos WITH l(lQl�/'. l(/p/��JJr '* HURRAY JR.°I�i�` NOTE: conr Roos wITH 10337PE "KOPPERS"BITUMASTIC "KOPPERS"BITUMASTIC ��. �u NO.5 COATING OR EQUAL. No.5 COATING OR EQUAL. VB urumnnnmlo VB DRAWNBY: WES CEECKEDBY: ASK VB ArrxovEnBY: RJM DATE:1/06/2011 r VB > i m � IIIII�III IIIII�I o s TYPE"A"BLOCKING dQ d Q d L I� 4 d fOR 111/4°AND 2E.'A.. RTICALBENDS d -III- gI—II VB S d L �I z 4 Q Q IIII PIPE VERTICAL C.F.OF SIDEOF D—FIROF DEPTH OF IIII= 0 Q —III-_ SIZE BEND CONCRETE CUBE ANCHOR RODS(2) RODS IN III—II DEGREES BIOCKING (FEE T) (INCHES) CONCRETE(R) m� d [� — 4" 111/4 8 2 3/4' 1.5 AV =1 1= W z d IIII—II a = 3 4" I21/2 11 2.2 3/4' z � d IIII 6" 11114 11 2.z 3/4' z d II II ffi 4 a I—I T 1= w u v2 zs as 3/a• z Q a =III= A o e 111/4 16 as 3/4• 2 7 I11:II e^ uu2 4T 3.6 3/a• z d a d a III��II a a d 4 d. IH:II d w-I d d _.-II a d III II d IIII z TYPE"B"BLOCKING Q INI FOR 45°VERTICALBEND$ O. III o: d d ? PIPE VERTCAL C.F.OF SIDEOF DIAMETEROF DEPTHOF d d g II�1 Q E III- SIZE BEND CONCRETE CUBE ANCHOR RODS(4) RODS IN Q d d II IIIII DEGREES BLOCKING (FEET) (INCHES) CONCR IF) Q d QI I II M44000 CONCRETE 4 III—II 4" 45 3D 3.1 3/4' z M44000 CONCRETE jA Q III_ w 45 6B 4.1 31C z I� IIII—II 8" 45 123 5 3/4' 2 I I III II d a d I III— d a a II_ a a III— d a III II W ' d a a I IIIII= ° d a I III= .III=11 III—III F. k rn TI= =ITI= d w° dTl=r ITi=11 ITi= i=ITI= GRAVITY BLOCK DETAIL — TYPE A BLOCKING 11-11 GRAVITY BLOCK DETAIL — TYPE "B" BLOCKING-III-1I w c a z NTS TYPE "A" AND TYPE "B" BLOCKING TABLE NTS N z o w e U woo " a E� P� * tlNbe j 11 �O 00 fy III o 00 EXISTING ASPHALT ASPHALT TRENCH RESTORATION ZONE DO 00 8 W I I SURFACE& BASE COURSE TO REMAIN PLANT MIX ASPHALT �Ia* GN SURFACE COURSE J�I = -I — rl 1' CUT-BACK 1j"MINUS CRUSHED ASPHALT ONLY III III AGGREGATE BASE COURSE (BOTH SIDES) PROVIDE TEMPORARY PATCH WITH FLOWABLE FILL. PROVI4'WIDTH MINIMUM 6"MIN.OR 12"MAX TO VARIABLE SANDDEDDING UNDISTURBED AGGREGATED —I II— _ _ ABOVE AND BELOW BASE COURSE III WATER PIPE(DIA.VARIES) INSULATION BOARD. PIPE BEDDING SAND AS REQUIRED TEMPORARY WATERLINE _ HIGH DENSITY INSULATION BOARD = OR APPROVED EQUAL). (STYROFOAM BRAND HIGH LOAD 60 O � �������� PROVIDE 2'THICK INSULATION CUT THROUGH BOARD IF DEPTH OF COVER IS 6.5' BOARD PAVEMENT TO PROVIDE A MISTING PAVEMENT TO 5',AND 4"THICK INSULATION IF DEPTH OF COVER IS O CIS 1. WHEN THE EDGE OF ASPHALT CUT-BACK IS LESS THAN 3 FEET FROM THE URB AND RESTORED.NO PARATE MEASUREMENT AND PAYMENT SHALL MINIMUM DEPTH O O O O LESS THAN 5'. �i a GUTTER OR CURB,THE ASPHALT SHALL BE REMOVED TO THE GUTTER f-I OR C SE OF 6"OF COVER BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK OVER TEMPORARY SHALL BE INCLUDED IN BID ITEM 130,ASPHALT SURFACE RESTORATION. WATER LINE. O O O O O O O 2. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR ALL STREETS EXCEPT FOR AREAS DESIGNATED FOR FLOWABLE FILL. O O O BASE 6 IN MIN. W �I ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN TYPE"B"-3" 6"BASE 9" 3. PAVEMENT RESTORATION FOR AREAS DESIGNATED FOR FLOWABLE UPON COMPLETION OF WORK, REMOVE TEMPORARY LINE WATERLINE FILL.SHALL CONSIST OF 3"TYPE B ASPHALT ON FLOWABLE FILL AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX ry TRENCH BACKFILL. TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF A. FLOWABLE FILL SHALL BE POURED To WITHIN THREE(3) INCHES FLOWABLE FILL BACKFILL. O OF ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF N THREE(3)HOURS PRIOR TO PLACING ASPHALT SURFACING. B IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, SLURRY SHALL BE POURED TO THE TOP OF THE ASPHALT SURFACING.AND A MINIMUM OF THREE(3) HOURS CURING TIME PRIOR To AND TRAFFIC ON THE SLURRY: PRIOR TO PLACING TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL THE ASPHALT SURFACING,3"OF SLURRY MIX SHALL BE REMOVED,AND NTS THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM OF ONE 0) PIPE INSULATION DETAIL FOOT BEYOND THE TRENCH LINE. NTS C. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING THE PERMANENT ASPHALT PATCH. D. A MINIMUM OF THREE(3) INCHES OF HOT ASPHALT SHALL BE USED FOR THE PERMANENT ASPHALT PATCH. COLD MIX ASPHALT MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS AVAILABLE. SHEET No.16 DETAIL — ASPHALT STREET SURFACE RESTORATION � 1 NTS OF 17 A NTANq.oiiiii..% ' R013ERT J�`; _,F MURRAY JR.*- 10337PE ""'SS�NAL E�oo.`o numnnnmo DRAWNBY: WFS CBECKEDBY: ASK APBROVEDBY: RJM DATE: F O q \ z 0 6 inch me _ S''inch _ L .oz -- ----- m z 6 inch 6 inch 6 in ry ST - E BASCOCK + a p -MIF N-1FT ,o, ❑--�� I' a o 4;Inch _ - __ ❑ ,es I` �Ll _ V ; I' U � 12 inch ch 72 in ' o 6 in +---_- W DIC RSON ST -J._ _- -_- ------------ E OWE ST- 4 inCh- W BABCOCK ST „-.1 2.1 _ — 71 3,= ELIwaH Q xu O Q LL nx,e zxs xn w 'El kl 2 C lI u C , C ._ ❑ zzo a= �. r '1 C sz, ICI z o N �J w. 2� �,,, - i }-W ST zu ae W w W OWE ST o� c ❑ ❑ m, L'"`. _. ❑ ""J j n'�� r II--����� zy Q �' G 0 - oe L� l"JrF '-� � - - i 3n � �II p � o o � ,�� ifl o� I' 3,e o � ❑ ❑�'I o 3m M ❑ P ❑ nt '� •t I �- - zz3 Y 14inch 33, ch 10 inch 10 inch 10 inch 14Indh 0 4- L" W CuFmSS ST ---- --- --=---------W-COLLEGE BT '----- ----- ELUI 10m - _ E KOCH ST00 cl L o a Q o L ' cen c nx - ns ee f..os ❑ ` 1f+ - i -in&h r- 0 L, •w Q 3,3 �❑ Ale Q Q 4 inch 0 CI ❑ cif :z3 1 , 306 011) 1,3 W iCOCH ST___ IEI h—� '103 E 131 �9 C �— --- 8 inch W HARRISON ,a g,o i« L,J L�.1. J '» 6 inch 6 inch 6 inch „em w. I � E STORY-ST- L., r end Legentl 1`� _- -- --- Legend p 5 O u sr,—wl �Ia8� • ,3e 20 nElle.,em. 7 Q ® s iW a L. „8 Im L-. 31UEI[� z r� o � L'°1 c � �l • T� ❑ — ♦ io.o.., r ♦ x.,m xvee 601 3t' ___nse. W 6 CRY ST ------ C -- ., ❑❑ He -- a w CLEVELAND ST � �I ❑ � 1 W o . � �q t I mch , Q N SHEET No.17 D2_ OI 17