Midwestern Engineers, Inc. Plan Preview

I 1 -. ..-1 I I I I I _ __l j, ' ' ' ' ' ' en,' =· ' ' ' ' ' II II II II II II II II I I II II II II \I �' 0 I I o I / I ___ J__ ; I \ \ I I ,------- - ---( I \ REFER TO SHT. No.5 / FOR CONTINUATION / © 0 � C ro " E B if) " © w " ru " s ti ·a m 0 -1' 0 if) © C (_) I I 1------------- - - vi �vi « \- / EXISTING 12" GATE VALVE TO BE Jj ·x·x -- T - -I PERMANENTLY CLOSED. REMOVE VALVE ww / w 0. I I © '" \"c,; C rn \9. " ,c C' '"' � I C rn t; ,0,,.; / / Li - - - -- - - BOX, FILL VOID WITH GRANULAR MATIAL / ',, . / 0 1,! ,! fl. I AND REPAIR SURFACE AS REO'D , ,,/ -Jj , 7�, l• I ommercia i Bui i -----"� '\y/ / t / _______ � _ ___ �ht- 01-W� I -____ .J.=- -- -- - l=°'" ;' - ___ __ -} :�/ � .§.l o I ' , / (C crele) o# / / \L ' (�r//// 1 �/ 7 //(-L.,./////.. -..c; !!Q c:::-.... i ._ if J7C048 I/ GRAN BACKFILL & ASPH REPAIR J7V081 CONNECT NEW 1" COPPER SERVICE TUBING TO CITY SIDE OF EXISTING METER ENCLOSURE J7 M128 TIC 7 80.18' SW INV. 763.18' NEW SERVICE SADDLE AND SERVICE TAP CONNECTION NEW 1" SERVICE LINE TO 122 S. MICHIGAN ST. / // ! '� W /-,- "7 // ? W w//l'7/;/ "'° ¥L r 1 2· -w ,.,/ : Cw' / / / _,I, 4 W _J_-r� ti) // / '\ �w Y7r177 7'� /'////" �[q ,, /, ( ;I/ '\\ 1 w ! %i ll. > ��\\\ 1 1 _ , �i �"' 0 c_,, 4 Qj � : , ,, , " "'° === = I == c = 1 T 1 Y r o ="= F c e e= LY = M = o = u = T = H == = I == = / fo"� ',,, \v 0 \,, ;/ / / - - -�- / EXISTING 12" D I WATER MAIN > , '-'--'- "-',' E. LAKE ST. (ASPHAL11 ;<:- , ,, I I ,, - --.J V.F�- 1 � , -:_, '\, j.l ,' / '\, I TO BE ABANDONED IN PLACE / / � '\, / / / ",_, f = = � ..:;r = =S. !Qrin._ fl I� � / ' I '\, M'j / ' \ I ,s -- = 9'� 0 6'VCP 1 /P-v'-,'" / '\ ;,/ '/') , , I { , :b - - =- -= -1'--- 31�m '<), "' / , , , , / / " i ' 1 J7C064 - - = = .:=a... J7C065 � --- - - - - / ''./' I I ,,, I - _____ _J_______ __ j _ ___ J� ______ i_ EXISTING WATER MAIN TO / '":f( t/ / ',\ j ! 1 / i Right-Of-Way I BE ABANDONED IN PLACE / / ;r '\ '\:.. :,_ , I £)( Q) r! Shed !\ ' \,, , � J7V031 Q � - l'Ji � I , ,, I - &i1 , , a . o 011 I ' , , I " ,, '- ' ,9 ± � _ : J £% ii /' --- I �w � �� --- -1_ ,y ·x ·x ---. J!t. WW -- ---- ,, / I / , f.<-- - EXISTING6" D.I. WATER MAIN - , -, _ TO BE ABANDONED IN PLACE -- ]ii C I i NEW YORK CENTRAL LINES LLCC/0 503-293-293-103-047-019 --- © 0 0. -- " Q \ --��-�..d�� • I!'. 1 ' Commerc1al Building O-o I -a.� < � \ I� � ��- J \ = --== cccc-c - -�� \ - -- -- - 1 -,, \<% \ O '.i_ \Si I I I I I I I \ I \ I I ----' \--- I -- -- _ "7 _ t �-/-_ I I - � N ""I _ ____, EXISTING6" 0.1 WATER MAIN � TO BE ABANDONED Righf:07-L- Woyi- -1- J"} A(j; //") !{" _,_ /c". EXISTING6" D I. WATER MAIN TO BE ABANDONED IN PLACE -- 1 - l -- 1 - -1 --1-- - \ \ :,t EXISTING PRIVACY FENCE NEW METER AND CURB STOP REQ'D REFER TO DETAIL ON SHEET No.11 EXISTING PRIVACY FENCE \ \ BISNAUTH, RICHARD & ANGIE H/W 503-293-301-420-000-019 HOLSTEIN, ELISA 503-293-301-434-000-019 Gilmor�· St. IHsel I I I �,-- 'I - - - \ I \ \ I \ I \ I \r \ 2Dgos·-c. \ BERGIN, WILLIAM 503-293-301-435-000-019 I I NEW6" D.I. WATER MAIN - -- % r \ :� l \ \-<J I \ ( I I \ '(fl 1\ I 'o \ \ J, • I I 'iJ! I • I - I I I I I -- -- - - --­ �- \ --- \ - - \ - - I - -.. - - \ - -- -- - \ 1,>\. _;..,- ......- I f:\l?I?,;,-- _.......:.--- - \ - - - � � -- GANSER, AUTUMN & \ . ._ ..__ -� MARSH, JEROMY H/W \ ;;-._ - 503-293-302-441-000-019 ) ,<, _ -- - .. , ..- :.� IHsEI -- ---< ..:.-- -- ,.. -- -- -- -::: -- - -�: __- __- __- ;: > / -"\ - - - --- -- -- \ _...,. ... - .... .... ....-..... .- - - - - - - I / ---:.-- -- - - - .,.....- -- - - -- ---- - - - - .... --·:.:.-- - - ..,-- -- _.... - BLACKBURN, R OBERT K. 503-293-302-442-000-019 MACY, RYON & JULI 503-293-302-443-000-019 -- - -- - - -- - - - - LEGEND 0'- DETAIL REFERENCE KEY INDICATOR 0 - NEW ASPHALT SURFACE REPLACEMENT REQUIRED - NEW STONE SURFACE REPLACEMENT REQUIRED - EXIST I NG ASPHALT PAVEMENT [==J - DASHED LINE INDICATES COMPACTED FILL REQUIRED ilfi� - INDICATES LIMITS OF STONE REPLACEMENT HATCH INDICATES LIMITS OF � - REQUIRED COMPACTED GRANULAR FILL � - NEW CONCRETE THRUST BLOCK REQUIRED <>� 0 'µ - EXISTING UTILITY POLE, TYPICAL ' ,:' - EXIST I NG GUY ANCHOR, TYPICAL ij ):i'. - EXISTING LIGHT POLE, TYPICAL ,, -o' - EXISTING POWER POLE, TYPICAL r-q EXISTING 8" WATER MAIN t - - - --i_ l _ 1 TO REMAIN IN SERVICE � FILL VOID AREA w/ COMPACTED GRANULAR MATERIAL BETWEEN THRUST BLOCKING AND UNDISTURBED NATIVE SOIL. � J7V090 �� ENOUGH EXISTING WATER I MAIN TO BE REMOVED TO INSTALL NEW END CAP AND CONCRETE THRUST BLOCKf- --'k- --- +- -'k I I EXISTING 8" D L PIPE TO BE ABANDONED IN PLACE HYD159 - 1: I ISOLATE EXISTING MAIN, CUT AS NECESSARY TO REMOVE EXISTING TEE, BEVEL CUT ENDS OF PIPE AND INSTALL CUTTING-IN SLEEVE AND STRAIGHT SECTION OF 8" D.I PIPE EXISTING HYDRANT TO REMAIN IN SERVICE -, �-- - EXISTING 8" 0.1. PIPE 0 I b.J TO REMAIN IN SERVICE PIPE DEMOLITION DETAIL SCALE: NONE GENERAL NOTES: N.W.S. WATER MAINS INSTALLED BYTHE HORIZONTAL DIRECTIONAL DRILLING METHOD SHALL BE HOPE PIPE, MINIMUM OR 11 WALL THICKNESS, DUCTILE IRON PIPE SIZE (DIPS). 2. HOPE PIPE INSTALLED BY DIRECTIONAL DRILLING SHALL BE ALLOWED TO REST FOR AN ADEQUATE PERIOD (PREFERABLY OVERNIGHT) TO ALLOW THE PIPE TO RECOVER FROM AXIAL STRESS LOADS AND TO RETURN TO ITS ORIGINAL SHAPE. 3. WATER MAIN PIPING INSTALLED BYTHE OPEN CUT METHOD SHALL BE DUCTILE IRON, PC 350. 4 FUSED M.J. ADAPTER KITS (HARVEYADAPTERS) SHALL BE USED TO TRANSITION FROM HOPE PIPE TO DUCTILE IRON MECHANICAL JOINT FITTINGS. THE MJ ADAPTER SHALL HAVE A PRE-INSTALLED STAINLESSSTEEL INSERT STIFFENER, IN ACCORDANCE WlTH PLASTIC PIPE INSTITUTE (PPI) RECOMMENDATIONS TO NEUTRALIZE POINT-LOADING AND LOSS OF GASKET SEAL DUE TO CONTRACTION. 5 REPRESENTATIVES OF THE WATER UTILITYWILL LOCATE EXISTING WATER SERVICE LINES TO THE BEST OF THEIR ABILITY. FOR EACH CUSTOMER SERVICE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE SERVICE LINE AND COORDINATE WITH THE PROPERTYOWNER OR THE WATER UTILITY TO IDENTIFY THE POINT WHERE NEW WATER SERVICE TUBING WILL BE CONNECTED TO THE EXISTING SERVICE LINE. 6. NEW WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED PRIOR TO INSTALLATION OF SERVICE TAPS. THE EXISTING DISTRIBUTION SYSTEM PIPING SHALL REMAIN IN SERVICE UNTIL All CUSTOMER SERVICE LINES HAVE BEEN TRANSFERRED TO THE NEW WATER MAINS. 7. ALL SERVICE LINES CROSSING BENEATH LOCAL STREETS SHALL BE INSTALLED BY TRENCHLESS METHOD USING PNEUMATIC IMPACT MOLING EQUIPMENT OR A SIMILAR APPROVED SOil PIERCING METHOD. INDICATES NEW WATER SERVICE LINE TO BE INSTALLED BYCONTRACTOR. SIZE AS SHOWN. PROVIDE NEW SERVICE SADDLE, TAP AND CORP. STOP. AND EXTEND NEW COPPER SERVICE TUBING TO THE RECONNECTION POINT INDICATED FURNINSH AND INSTALL COMPRESSION COUPLINGS OR ANYOTHER FITTINGS REQUIRED TO CONNECT TO THE EXISTING CUSTOMER'S SERVICE ON THE CITY SIDE OF THE CURBS STOP OR METER ENCLOSURE CRIMP AND SEAL ABANDONED ENOS OF EXISTING SERVICE LINES. COORDINATE RECONNECTION LOCATIONS WITH CITY WATER UTILITY. PIPE MATERIAL FOR SERVICES LARGER THAN 3" SHALL MADE USING DUCTILE IRON PIPE. FILL VOID AREA wl COMPACTED GRANULAR MATERIAL BETWEEN THRUST BLOCKING AND UNDISTURBED NATIVE SOIL. 00 � N CUT END OF EXISTING ABANDONED WATER MAIN PIPE TO BE SEALED WITH M.J. CAP AND THRUST BLOCKING. J7M057 TIC 777.02' W !NV. 771 56' 4"-NE. INV. 763.23' E. INV. 769.45' - -�rr===================�------------------� I NEW CONCRETE THRUST BLOCK REQUIRED r - - i----..Al' REMOVE SECTION OF EXISTING 6" MAIN. PERMANENTLY CAP, SEAL, AND BLOCK END OF ABANDONED WATER MAIN. bJ NEW6" GATE VALVE AND BOX C&llf-- -L: . 6 ' ..:. ' W :.1---- � ----j NEW6" D.I . WATER MAIN I NEW6" D.I.M J 90" BEND (M J xP.E) CUT EXISTING MAIN. BEVEL EDGES FOR INSTALLATION OF NEW M.J. BEND PIPE CONNECTION DETAIL SCALE: NONE J7C088 © -. 0 ]ii � W · - C - a. ro E C E " E" C ,u oO ro -o if) "'s 1n 1n t; t x - rn x- w WV, SULLIVAN. CARY D. 503-293-301-438-000-019 © 0 C © "- 0 a . � C _ __ ..... GILMORE ST. WATER MAIN IMPROVEMENT SCALE: 1" - 30' NEW6" 0.1. PIPE 1---- - -� NEW6" TAPPING VALVE fl.:[[] 1 4" W [[[[[ NEW 14"x6" STN. STL. TAPPING SLEEVE NEW HOT TAP CONNECTION TO EXISTING 14" WATER MAIN SOLID CONCRETE BLOCK EXISTING 14" D.I WATER MAIN TO REMAIN IN USE THRUST BLOCKING Know what's below Call before you dig. 2 PIERCE ST. WET TAP CONNECTION DETAIL SCALE: NONE 30 0 30 30 Plymouth - Douglas Street Water Main Improvements • u l - t:: • 00 ·E " lo-( N " ' " e 0 " " "' "' " c:g o " � 00 ' .:.:�g ] ;.. d?: J .;:, Q) � '"· ,;cs. ' " Q) g:: � 5 '" -:; 0 oo s ,i s l ti " t:: ] .• " ," 0 i7. .,.... " ' -" " , " N t:: 0 " ' 00 ' :E " "' ., F� o , ' � < i t:: i:i - � w ;.. .�· Q) CJ ..... • 00 � 00 "" · E G; N Q) o •< 0 "'z sl � " � :: - "" l: -"' 0 5.{ ;2 I z �;;; "§ '§ :.J � .. � j i: _g 0 ..... " ' .g 0 <a � a u Cf) f- z llJ ::;;; llJ 0 I [L ::;;; f- "' - :::> z ::;;; 0 � z f- � Cf) >- >-- _J z Cf) :J a.. 0 z (_) u.. � 0 � - 0 "' f- I ::::) >- CD f- "' O'.'. " f- <.) Cf) 0 O'.'. llJ REVISIONS BID SET C2024 lv!idwe.;1ern Engintcrs./i 1 c. 802 We.st Bro�dway Su-cct P.O. 80� 295 Loogootee. lncliana 47553 OAT£ APRIL 2024 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK S.D.B. PROJECT NUMBER 2021045-01 6 6 OF 18 I FIL£ NUMBER I 41942 Do Not Use Plan Previews for Take Off