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WES CHRCZM BY. AN APPROVBDBY: RJM ZO DATE,* 6/25/08 J STA.2+67.58 CONNECT �I w TO EXISTING SERVICE STA. 3+36.80 INSTALL LEFT(-' COPPER, STA.3+08.31 INSTALL STA. 2+08.53 8"MJ CROSS w STA. 1+67 DO NOT RECONNECT DO NOT RECONNECT REPLACED SHORT 8"X6"MJ TEE& TA 0+20.00 SECTION OF LEAD HYDRANT ASSEM LY 11 a (2"C.I.) STA. 3+98.85 CONNECT c INSTALL 8"MJ 45' BENEATH SIDEWALK) LEFT. 1/ TO EXISTING SERVICE TA 0+95.10 CONNECT BEND. TO EXISITING SERVICE LEFT(REPLACED DO RIGHT STA.3+68.85 INSTALL EXISTING 2"GALV. PIPE Z 8"GATE VALVE W/V.B. WITH 2"COPPER INTO / I METER PIT BUILDING). DO z RAI LINE LI MML — ag_ - ✓te N� It - W ' SE S EET W6 STA. 1+64.43 F a i CONNECT TO STA.2+48.99 CONNECT STA 3+16.91 INSTALL STA.4+08.62 Q O EXISTING SERVICE DO NOT RECONNECT TO EXISTING SERVICE 8"MJ GATE VALVE CONNECT TO RIGHT(REPLACED RIGHT(�"COPPER) WN B. EXISTING SERVICE STA.0+39.68 STA. 1+19.55 LEAD SERVICE TO (SEWER SERVICE) -'`- INSTALL 8"MJ DO NOT EXISTING'Y" LEFT( COPPER). STA.0+37.22 GATE VALVE W/V.B. RECONNECT COPPER AT CURB pf INSTALL 8"MJ 45' BOX) o $ SEE SHEET W6 r' BEND. FOR WILLSON AVE. U I tl Scale: 1— 20 « y 0 10 20 40 LPN 111 bap I o o `0 HORIZ. SCALE: 1" = 20'1 co VERT. SCALE: 1 „��ta*i GiPYYPF 4790 4790 4788 4788 5 0 5 4786 o 4786 T l 1 4784 .1 � 4784 ry o >w 3 \0 x z 3 `� w u�'i i o w m ro o o N 4782 w 3 w x w F 4782 s z w o z O 3 O O K ZOO n ZO — z z 3 twn - N Z — O O W K W Z + m M + + mm a + - + m +w IT w 4780 4780 z y z + r F a N T o o� - O x o �� a 4778`^ 4778 INSTAL MAIN FLAT AND INSULkTE W TO P OVIDE EARAN E OVER SEWER z INSULATE IF LESS 4776 4776 THAN 6.5'SEE DETAIL SHEET D-1 WHER 18"0 VERTI L SEPA TION C NNOT E E 00 FLOW LE FIL,MIN O EACH IDE 0 EXISTI O 4774 4774 FULL IDTH 0 UTILI N OFE8"OF WAERHLIN EIGI T INS ALL 479 L.F 8 DIP EST AIN ALL JOINTS �1ri 4772 4772 m N C N OJ N r OJ O O C I� N T O O O O m r r [O r 1 [O LC o N o m OJ OJ O OJ OJ I� N m m W N M M M M M M M M M C C C C C C C R u] if1 N N R C C C C C C C C C C C M r7 r] C r7 r] r7 n M M r] w 1 W of of OJ of of of of of of of of of of W of of of of OJ of of of of of of W of of of of of of of of of of of N of of of of of of of N N of r r r n r r r r r r r r r r n r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 04 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 a/ \\0000MpNTANq�o ao� fv' a "' ROBERT J.�1 3 RECORD DRAWING MURRA 1R337YPEJR *\ .1*1 W �0rmunnn mnm1�� W W 3AWNBT. WES W N CHECKED BY: AK p APPROVED BY. RJM DAM 6/25/08 H w N STA. 6+07 STA. 6+70.19 INSTALL — W DO NOT 8"X6"MJ TEE& Z RECONNECT HYDRANT ASSEMBLY 11' — J LEFT. ❑ U = STA. 5+87 CONNECT STA.6+56.98 CONNECT Q z U TO EXISTING SERVICE TO E%ISTING SERVICE EXISTING z ~ RIGHT(1"COPPER). LEFT. HYD. p �ULEAD. E. LAMME > z J / v I W °' z STA. 7+20.51 INSTALL 8"MJ TEE. Z W LAMME _ h ----- LL Q i ry, Fes' —— —— I SEE SHEET W6 F1 ^G F$ g� / STA. 4+67.5 CONNECT TO EXISTING P^ w q a SERVICE RIGHT(�/4" O $ COPPER). STA. 7+0251 INSTALL STA. 4+65.95 STA. 6+58 CONNECT 8"GATE VALVE W/V.B. — CONNECT TO EXISTING TO EXISTING SERVICE CSERVICE OPPER).RIGHT( RIGHT(3/4"COPPER). �1 I Scale: 1"= 20 PN . ByI p 0 10 20 40 II W� I i l 40 N iiM$ HORIZ. SCALE: 1" = 20' 1CO VERT. SCALE: 1" = 2' o ,I 4790 4790 4788 4788 ti V'! 4786 4786 W o V N ait 4784 _ 4784 4782 - - ua m � 4782 � � 3 W F z w 0 0 4780 4780 + '+ 4778 + 4778 W Z_ 4776 4776 U 00 Q 2 4774 4774 N I� RES RAI ALL JO NTS 4772 r N O) O) N I� ID 16 � � n n n n . M M M M N N M O � � N N N N W2 M M M M M M r7 r7 r7 M M M M M M M �'l �'l �'l �'l �'l �'l �'l �'l M M w w r7 M of of ro ro W CO W W o7 of of of of of of of OJ OJ OJ OJ OJ OJ OJ OJ � w OJ W COW r r r r r r r r r n n n n n n n r r r r r r r r r r r r r r 7+20.5 4+4 4+ 4+ + + +4 + + + + +4 + + 7+ 7+ a ......I...... \ IIIIIIIII/ o MONTANA ]RECORD DRAWING �� E:R'TA _* MURRAY JR!*_ 10337PE A �1?�•` ....�ioSNnAnL000• w W 3AWNDl: WFs 1n U + CxRCKM BY. AK APPROVBDBY: RJM Q DATE 6/25/08 m STA. 1+36.5 STA. 1+47 CLAY Q FOUND AY SS. FOUND CLAY SS. w STA.0+00 REMOVE STA. 0+40 CONNECT TO STA. 1+25.36 STA.3+05.28 REMOVE Q W %ISTING REDUCER EXISTING SERVICE LEFT CONNECT TO STA. 2+14.92 CONNECT EXISTING REDUCER CONNECT $ CONNECT TC�EXISTING MJ (SIZE UNKNOWN) EXISTING SERVICE TO EXISTING SERVICE STA.2+21.15 O EXISTING MJ GATE VALVE. STA.4+44 CONNECT TO -i w GATE VALVE. LEFT(�") RIGHT.(�"COPPER) CONNECT TO EXISTING SERVICE RIGHT J E' S. 3+62.32 REMOVE o E%ISTING SERVICE g EXISTING REDUCER = RIGHT. Tom' m CONNECT TO EXISTING MJ U GATE VALVE. ~ Z Q —O8L4 __ _ tl ►I _—__ F z — ----- rUil o 2+ w 3+00 —————- c o retro 4+00 0 LAMME E. LAMME ST z _S F ————_——__ All srA. 0+87.56(DID STA.0+42.17 NOT RECONNECT) / CONNECT TO EXISTING STA. 1+69.53 CONNECT TO SERVICE RIGHT( ") STA.2+45.63 CONNECT TO ABANDONED SERVICE EXISTING SERVICE RIGHT. EXISTING SERVICE LEFT. (C. COPPER) (3'COPPER) STA. 4+22 FOUND SS " FOUND 3 P.V.C.SS AT CROSSING. STA. 1+25, 1+26& 1+28 F+y I al p I I F I I I I I I I I I I Scale: 1"= 20 �.,.. \ 0 10 20 40co N ch O 4786 HORIZ. SCALE: 1" = 20 4786 0 o VERT. SCALE: Ld W 4784 4784 Lo co 4782co 4782 U 4780 _ +z 4780 w o o �' W o U Z +z _ w oU tt Fo U- O z z �w - J o 4778 o w o — I^41 ow a v�i w o 4778 am— w 4776 o of 4776 +w O III Qo pq_ — -- — RI SID 4 74 4774 R CEli COVER IS LESS THAN 6 5' SEE DE AIL SH T D1 4 72 4772 XISTIN CONC. GRAM BLOCK EXISTING 8"DIP 4770 4770 0 IN")TALI- 305 LF 8" DIP IIATTALL 98 LF 8" UIP O R ST AIN ALL JOINTS R STFAIN ALL JOINTS N 4768 4768 In m m al o N N r0 r0 In co I� co m al m m ro h � O O O O cD N N N N N N N N N N N N N N N N N N N N O N c, c 0 of of of W of cf of of of of o] o] o] ro of o] o] o] o] of W of N N W o] ro ro N N N N W W N N GJ ro ro of GJ of of GJ GJ oo oo oo r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2100 2120 2140 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 out °pNTAN"" RECORD DR L W I N � �iROBERT *i MURRAY \ _ � 10337PE ��,n fS�rtST�ti?4;a riiiirr�NAilL�oo. \ 3ANNDT. WFS CHI BY. AK Z Q DATE 6/25/08 I ~ STA 6+30.03 INSTALL 8"MJ F GATE VALVE W/V.B. STA. 4+89.7 STA.5+05.74 STA. 6+20 CONNECT TO CONNECT TO INSTALL 8"X6" STA.8+23 CONNECTED TO EXISTING EXISTING MJ TEE 6" GO STA.7+18.69 CONNECTED SERVICE LEFT SERVICE LEFT TA. 7+16.5 CONNECT TO (E"COPPER). SE COPPER). LEAD PIPE& TO EXISTING SERVICE LEFT EXISTING VALVE BOX AT STA. FIRE HYDRANT FIRE SERVICE INSTALL 8+00 (�'COPPER). I ASSEMBLY 8' "X4"TEE AND 4"GATE (� COPPER). z LEFT. ALVE. O z o � cos I 9 F 3 0 0. W 5+0 ---- — _-- , zaLa 6+0 rasa 7+00 091, 8+00 9 00 gg 6LL6 Z a0 88 BS p— O p p p p p p _ — —_____—___Ell p (n O p Zn vv ❑ O I pq STA. 7+22 + STA. 5+38.4 STA. 6+15.47 INSTALLED 8" MJ W W CONNECT TO CONNECT TO I O Q GATE VALVE W/V.B. Q F EXISTING EXISTING ^ _ (n SERVICE RIGHT SERVICE RIGHT (3a"COPPER). ( COPPER). j M Cpi Z z U J D- 2 Q Q Scale: 1"= 20 P� vN"t 0 10 zo 40 �� Ipi�, .po o Co 4786 HORIZ. SCALE: 1" = 20' 4786 a Co M VERT. SCALE: 1" = 2' cl II Lu Ix 2 4784 4784 La N ((o 4782 _ m 4782 S 4780 Z o _ 4780 z z zo 4778 4778 o 0 0 0 a a w z E o > > + w m o N N � oN a T v+i cwi v+i �o cwi�o + m 4776 4776 z g + rn rn > � m m o w'O W EI w� 4774 m> 4774 1� m+I 4772 4772 4770 + 4770 0 0 STA L 440 F 8 DI W N EST AIN ALL J01 ITS 70 LF OF 18"STEEL 4768 4768 D 1 m m OJ r (O (O N C C M N N O O m m OJ OJ OJ m (O C N a� a� a� OJ r r r W4 0 0 0 0 0 0 0 0 0 0 0 o m m m m m m m m m m m ro ro ro ro ro ro ro ro ro ro 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 7400 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 a/ o °o1iNoaTq i j ROBERT rivo., * MURRAY JRIRE � 0RD DRAWING . _=3 _� 10337PE W N STA.9+02 INSTALLED MJ 3Aw l: WFS W 22,¢- BEND HORIZONTAL. CIECZMBY. AN W 1n STA. 9+00 INSTALLED APPROVBDBY: RUM MJ GATE VALVE STA.9+12.44 INSTALLED O MJ 22Xz' BEND HORIZONTAL.O W/V.B. DATE: 6/25/08 43 REMOVED EXISTING + STA. 9+45.88 INSTALL 01 STA. NG SE CONNECT T 6"GATE VALVE INSTALLED 1-8"MJ 22Xi' BEND E. EXISTING SERVICE LEFT x Q 1-14 MJ CROSS COPPER). GAT X VALVE W/V.B. 1-6"MJ 1p 1-8"X14"MJ REDUCER E. STA. 12+85.63 CONNECT 1-6"45' BEND W/THRUST 1-8"X14"MJ REDUCER W. TO EXISTING SERVICE LE BLOCK CONNECTING TO W STA.9+99.60 CONNECT STA. 11+07.17 CONNECT STA. 11+52.46 CONNECT STA. 12+17.5 CONNECTEXIST ¢ m W TO EXISTING SERVICE LEFT TO EXISTING SERVICE LEFT TO EXISTING SERVICE LEFT TO EXISTING SERVICE LE (REPLACED ING EXISTING ANGLED BRANCH TO c m Z J (�"COPPER). (�"COPPER). �"COPPER). (N"COPPER). SERVICE N NEW VALVE THE NORTH. = I BOX CONNECTING \V/ EXISTING. COPPER IN STA. 13+27.07 CONNECTGO BUILDING). TO EXISTING SERVICE LEFT Z 2"FIRE SERVICE COPPER ^ > a W - w _ 9 6L �6Ltr 1 10+00 13 a 13+43.07 w �LAMME g LAMME Z G p p _p G p G Ay dW 9 p G G G G G IG ——————————————— ———— ——— —— ————————— ———- 1 STA 9+66.90 INSTALL 8" � nV I [[�]� MJ GATE VALVE W/V.B. \ \ Y UNKNOWN NOT FOUND. ��1 p� � I ,\ INTERSECTION DETAILS STA 9+58 INSTALL f7 P. 1 STA. 11+15.92 GAS w [[.. LIE 8"MJ 22Y�'BEND. CROSSING TO A EXISTING BSERVIICE ECT U O 1 STA 0 RIGHT INSTALLED B ACED STORM E AND 4"GATE VALVE STA. 11+97.92 RENEWED — — Q I SEW RC FROM 2-45' BENDS THRUST SERVICE INTO BUILDING C); I MANHOLE 20' N BLOCKS TO MAKEKE 99' SOUTH OF CURB m Ff W/36"CMP-SEE CONNECTION TO EXISTING BOX, 1'OFF EAST WALLU DETAIL SHEET D1 4"DUCTILE AT 5'BURY (2"COPPER) FOR CONNECTION. (INSULATED). �i Scale: 1"= 20 — z o 10 zo 40 OT LL BAC FIL WITHIN R USE co HORIz. scA�e 1" = 20' �� co 4786 _ 4786 v 2 WIG T—OF— AY 0 E ON SH INK VERT. SCALE: 1" = 2' - I I yPF W `ZI,7 G PY fn 0 4784 4784 01 o w x oo �z 4782 o _ 4782 It z 3' - - — a O —oo = =N 3 U 4780 Q w o¢ .3 z _ o o U N ? mo 4780 M s z o ? 5Nz �� 1 o z w o o_z 4778 3 °i - - X rn< _ n 4778 J +o m w /1 N +++ �� + + E o N g -z + — Fa 5"MIN I I 4776 < - - N ¢ 4776 m z ^LL 3 WW o H U M w - a 4774 o m - O 4774 1� F m Ir + IK/ 4772 4772 W ERE 1 OF V1 RTICAL S PARATI N CANN T BE 00 OBTAINED, PROVID 4770 o F OWABLE FILL, MIN 3 4770 _ CH SID OF EX STING 0 S N. SEW R MAIN AND O T ENCH MID- EIGHT N 0 01 8"WATI R LINE IkSTALL 440 F D P 4768 4768 RES7 RAI AL J INT h N h N m m r c0 r N N N M d c0 I- aI O O N 0 c0 r N N O N M c0 I� N m O dl W5 rn uJ a6 W o] o] of of uJ O m m O O O O O O m m O O O O O O O O O O 3+43.07 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 1 1+00 1 1+20 1 1+40 1 1+60 1 1+80 12+00 12+20 12+40 12+60 12+80 13+00 13- 13+40 out /� �oo...a°o1iNnTA RECORD DDRAWING\ i rivo.. � , WING I ROBERT AN I _*! MURRAY JR,!*_ d � = 10337PE \ I c �;� REMOVED LEADED 'TEE"CAPPED rrmm�nnuu TO NORTH AT THIS CONNECTION \) POINT(POSSIBLE ABANDONED �_ "/�I SSS 3AANW. WFS HYDRANT TEE). CBBCCKM BY. ASK APPROVPDHY: RUM 8" J TEE. STA. 0+42.76 INSTALL DATE: 6/25/08 M STA 0+00 REMOVE STA. 0+92.01 REMOVE EXISTING E%ISTING G.V. INSTALL 4 TEE&GATE VALVE INSTALL STA.0+00 REMOVE F STA.0+00 CONNECT TO EXISTING STA.0+62.15 INSTALL 8"MJ 1-4"MJ G.V.W/V.B 1-8"MJ TEE EXISTING GATE VALVE 4 ROSS 8"X6' REDUCER WITH 6" 1-4"X8"MJ REDUCER STA 7- MAIN INSTALL VALVE MJ REDUCER STA.0+59.40 REMOVED EXISTING STA.0+00 REMOVE 8' 6' REDUCER EAST. INSTALL 8"X12"REDUCER, &8"MJ GATE VALVE W/V.B. LEAD PIPE& FIRE HYDRANT (REPLACED WITH 8" GATE VALVE W/V.B. INTSTALED EXISTING 8"X6" 1-6"GATE VALVE W/V.B. EAST 12"GATE VALVE W/V.B. ki o ASSEMBLY 21' LEFT. VALVE IN 2009) 1-8'X6"MJ REDUCER& 1-6"GATE REDUCER CONNECT TO 1-8"MJ itY' BEND NORTH. o m / I VALVE W/V.B. EXISTING 8"GATE / VALVE. I --- 0 2.15 — — — - — — ---a ---� ��------ ---�'' 0 GRAND o+o0 0+59.40 w o WILLSON TRACY ROUSE G G - N — 0+63.63 _ o o / -- -- ----- — z STA. 0+42.78 V / ----�� /--- ---- INSTALL 8"MJ STA.0+62.15 CONNECT TO TEE. EXISTING MAIN. INSTALL 8"MJ I TA.0+40.39 INSTALL 8" l GATE VALVE W/V.B.&8"X 6" MJ CROSS. STA. 1+11.03 REMOVE EXISTING TEE STA. 0+44.24 MJ REDUCER. I� INSTALL 14"MJ &GATE VALVE.INSTALL 1-5"MJ TEE 1 8"MJ 11Y' BEND I � t CROSS. G E STA.0+64 INSTALLED 1 8"X 6"REDUCER EAST. 1-14"MJ GATE VALVE 1 6 GATE VALVE W/V.B. S I W/V.B. Al ILI pi 0 INTERSECTION OF LANW&GRAND INTERSECTION OF LAMW&WILLSON Scale: 1"- 20 INTERSECTION OF LAMNM&TRACY INTERSECTION OF LAMME&ROUSE 0 10 20 41 * p o N c$ HORIZ. SCALE: 1" = 20 HORIZ. SCALE: 1" = 20 HORIZ. SCALE: 1" = 20' 4784 HORIZ. SCALE: 1" = 20' c VERT. SCALE: 1' = 2' VERT. SCALE: 1" = 2' VERT. SCALE: 1" = 2' VERT. SCALE: 1" = 2' a it 4788 4788 4788 o �`ZI,7 GIPyyP`C RIGHT- -WAY 0 BE ON-SH INK 4782 4786 4786 4786 16 z 4780 m 3 4784 w 4784 4784 ' N - wz w 3 m f tt tt U c� o '-xr'�?ai 4778 o w z U N a 4782 < o a 4782 m 4782 t� 0 3 w o =a > , a w w�Xt'i Diu a 2 Q O o w� o_� olI� 4776�- w Fly x� _ W - x N^? Mi o z_ ♦� N 3Q ��� - w f + a° , o 0 0 4780 4780 6 e 4780 °i� o + �o a + N ~~ �w ax o+ a - � _ ol� 4 + N 4778 ¢ + + m �� 4778 4778 d d +' r o + o _ �m ULATE MAIN 4772 18"MIN 4776 4776 4776 f HERE 8"OF RTICAL HERE 8 OF ERTI BE EPARA ON CA N T BE EPARA ON CANNOT BE BTAINE. PRO E BTAINE PRO VIDE LOWAB E FILL. IN. 3' ACH SI E OF XISTING 4770 ACH SI E OF XSTING �� AN.SE ER MAI AND AN.SEVER MA AND ULL WI TH OF UTILITY 4774 4774 4774 RENCH TO MID EIGHT T F 8" ATER LI F 8" ATER LI E. 4768 00 INS ALL 61 LF " DIP INS ALL 5 LF " DIP INST LL 111 LF " DIP 0 4772 RES RAIN ILL JOINTS 1 4772 RES RAIN ALL JO NITS 4772 RE TRAIN ALL JOINTS ASTALL 64 L7 14" DIP Q RESTRAI ALL JOINT (� 4766 W6- J J J J J oe J of of of OJ of of of N GJ GJ N of of GJ OJ of a0 a0 OJ OJ OJ I� r r r r r r r r r r r r r r r r r n r r r n r r n r r r n r r r n n r r r r r r r r r 0+62.1 5 0+00 0+20 0+40 0+60 0+00 0+20 0+40 0+59.40 0+00 0+20 0+40 0+60 0+80 1+00 1+11.03 0+00 0+20 0+40 0+60 at fROBERT J fwN_T_ANq uoo,,,, IIII� C0RD DRAWING 1 ; CASING CHOCKS-3 EACH PER =*i MURRAY JR.i*= PIPE SECTION(TYP.)SHALL BED 10337PE f� POWER SEAL MODEL 4810,CENTER I ARRIER PIPE RESTRAINED OR APPROVED EQUAL. 1�'1'ETS ` CASIN CHOC!PlPE­-//""' �����1lmm�lllnlo�� 3AMNNP WFS CHARY: ASK APPRovPDHY: RA CDATE 6/25/2008 PROVIDE TEMPORARY PATCH WITH FLOWABLE FILL. SECTION A �. w F SECTION B BELL END OF PIPE. _ w o NOTES: E' 1.8"D.I.P.CARRIER PIPE PLACED INSIDE THE CASEMENT PIPE SHALL BE SAND AS REQUIRED TEMPORARY WATERLINE RESTRAINED JOINT PIPE. 2.CENTER RESTRAINED CASING CHOCKS INSTALL 3 PER PIPE LENGTH-MIDPOINT Z AND MAXIMUM OF 2'FROM EACH SIDE OF THE JOINT. O ASPHALT TRENCH RESTORATION ZONE EXISTING ASPHALT W 0. SURFACE& BASE a 3 COURSE TO REMAIN CUT THROUGH PLANT MIX ASPHALT - EXISTING PAVEMENT CASEMENT LIMITS SURFACE COURSE PAVEMENT TO C PROVIDE A MINIMUM DEPTH O O O O o MI OF COVER OVER TEMPORARY O O O O BOZEMAN CREEK WATER LINE. -I - -1 -1 -1 -1 -1 BASE _ 0 0 D O D O 1 CUT-BACK r 1j"MINUS CRUSHED ASPHALT ONLY AGGREGATE BASE COURSE (BOTH SIDES) �= UPON COMPLETION OF WORK,REMOVE TEMPORARY LINE AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF D 18"CASEMENT PIPE WRAP-AROUND END SEAL III VARIABLE 6"MINIMUM OR 12"MAXIMUM PLOWABLE FILL BACKFILL WITH LONGITUDINAL SEALANT [[[rrr TO UNDISTRUBED AGREGATE AND SECURE THE CASING = BASE COURSE 8"D.I.P.CARRIER PIPE AND CARRIER PIPE WITH IIII WATER PIPE STAINLESS STEEL BANDS. V ---- O�77III - PIPE BEDDING =PIPEASTM 1§ i_� TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL ---------------- o NTS NOTES: 'SEE PLAN AND PROFILE SHEETS M MIM. YIELD STR.=35000 PSI MIN.WALL FOR BORE AND JACK LIMITS gyp` THICKNESS=0.375" g 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 ROAD BORING AND JACKING-TYPICAL CROSS SECTION OR CURB AND RESTORED. NO SEPARATE MEASUREMENT AND PAYMENT SHALL BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK WRAP CONNECTION IN BORE AND JACK DETAIL SHALL BE INCLUDED IN BID ITEM 130,ASPHALT SURFACE RESTORATION. METAL FLASHING 2. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR ALL NTS STREETS EXCEPT FOR MAIN ST AND ROUSE AVE. B ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN TYPE"B"-4"(2 LIFTS) 6"BASE 9" Gy Ij; I 3. PAVEMENT RESTORATION FOR MAIN ST.AND MENDENHALL ST.SHALL Ow co d CONSIST OF 4"TYPE B ASPHALT ON FLOWABLE FILL TRENCH BACKFILL. A. FLOWABLE FILL SHALL BE POURED TO WITHIN FOUR(4) INCHES o-f III yP�~ OF ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF �I�* G THREE(3)HOURS PRIOR TO PLACING ASPHALT SURFACING. Ny 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 PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO PLACING THE ASPHALT SURFACING,4"OF SLURRY MIX SHALL BE REMOVED,AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM OF ONE(1) FOOT BEYOND THE TRENCH LINE. C. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING THE PERMANENT ASPHALT PATCH. EXISTING 39" CLAY BRICK D. A MINIMUM OF FOUR(4) INCHES HOT ASPHALT LIFTS) PIPE NEW 36"CMP SHALL BE USED FOR THE PERMANENT ASPHALT PATCH.COLD MIX ASPHALT MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS AVAILABLE. PROVIDE 2"OF 4'WIDTH MINIMUM EXISTING MANHOLE SAND BEDDING ABOVE AN BELOW INSULATION BOARD. DETAIL - ASPHALT STREET SURFACE RESTORATION STORM SEWER CONNECTION I NTS NTS HIGH DENSITY INSULATION BOARD (STYROFOAM BRAND HIGH LOAD 100 Q. OR APPROVED EQUAL). 'tiWNWj PROVIDE 2'THICK INSULATION BOARD IF DEPTH OF COVER IS 6.5' TO 5',AND 4"THICK INSULATION BOARD IF DEPTH OF COVER IS LESS THAN 5'. 6 IN MIN. WATERLINE Qv� PIPE INSULATION DETAIL NTS Dl_ of RECORD DRAWING / RDBERT J� *i MURRAY JRi*= /� 10337PE ��_ C�f'owELISTF���O\ 000ir�NAm no�`oco�, cnecaeoev: ASK ® E-SHOAT ST BEALLS ADDI ON '@ $s]'e. x FRIDLEY si tOJne 4-Inch Irfc -- 8-In n APPROVBD BY: RJM m S ---- 4lnch R►p�E Legend A r UATn6/25/2008 e m m I Q z O Vi i Fire Hydrants Z Z� ® System Valves F N Roads o w ---- ----------- ---------------------- E VILLARD-ST / Parcels z t � o t - Padls � f. C-O. 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