Midwestern Engineers, Inc. Plan Preview

r'9 r ----- -� I �1 ·---< I EXISTING 14" DI WATER MAIN I I I I I I I I I I I I I I I NEW DIMJ FITIINGS AS REQUIRED TO DIRECT NEW MAIN UNDER EXISTING UTILITIES TRACE WIRE REQUIRED I I I I 12" FUSED HOPE M J ADAPTER w/ STN. STL. INSERT STIFFENER I I I I I I I I I � I I b.J NEW 12" HOPE PIPE NEW 12" FLG. x M.J. TAPPING VALVE (REFER TO MISCELLANEOUS DETAIL SHEETS) NEW 14" x 12" STEEL '-----J TAPPING SLEEVE HOT TAP CONNECTION DETAIL I zl �I �I �l "') . I I I I I I I I .1 � ------------ iii �I NEW 5Y,,' FIRE HYDRANT WITH � AUXILIARY 6" GATE VALVE AND I-,� VALVE BOX TO GRADE I - - - -- ---- ---- J- r. , r :;;: SCALE: NONE 0 0� w m oc C> u • � oc w � :,i I Commerc i al Building I 705 E. Jefferson 12" D.I. INSTALLED BY OPEN CUT METHOD St oc < m w oc "' EXISTING STORM SEWER � w 0 0 w� 0 I z<� > � � z< w COX, BARBARA A. &NICHOLE ERIN 503-293-201-657-000-019 EXISTING STORM SEWER PIPE (DEPTH UNKNOWN) CONNECTION TO EXISTING 14" WATER MAIN wl ii' I �I �I �I w l I I I �I oJ �I I I z " a; w REFER TO CONNECTION , I ----- DETAIL No.1 AT LEFT 1' 1 -------- APP. R/W J I ------------ --;;pt ./ "<:p o{;, z � oc w � � � - ,i w "' �;': Cl) 5" § i s ., - w � 0 � oc le w x w � >>> 0 C>CD � � """ 145 L.F. OF 12" WATER MAIN INSTALLED BY HORIZ. DIRECTION DRILLING METHOD 71� St. NISWONGER, WILLIAM C. A&MARILYN 503-293-201-639-000-019 10 LFT. ASPHALT CURB REPLACEMENT REQUIRED NEW 12" HOPE WATER MAIN INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING METHOD ' ' \ STORM CROSSING PIPE INV. ±1 15' DEEP EX. MH 100 GRANULAR BACKFILL REQUIRED REMOVE EXISTING HYDRANT AND DELIVER TO OWNER. PERMANENTLY CAP & SEAL HYD. BRANCH I STORM CROSSING PIPE INV. ±3.9' DEEP MATCH LINE Ah 12"W "I'..-� SEE PANEL 2 BELOW 0 w NEW 12" D.I.M J. 90" BEND EXISTING WATER MAIN CROSSING �\ ,I J\y----------------- <iiii \ I NEW 5X," F!RE HYDRANT WITH :: \ AUXILIARY 6" GATE VALVE AND :: VALVE BOX TO GRADE r-------'"- -- --" -� ji NEW 12" DI WATER I: MAIN INSTALLED BY 1 1 1 ,s OPEN CUT METHOD 10"PVC Jj / ------=----- --- ..,-_ -_ ___ _ _ .:-_-- _ -__ c.._ _ _ _...:-...::--:- . :-_-__ _ _ �....,.-- ---- ---"'--""-".b ',' Ii I " II I \], �: ·-· -·-·- · J-·t- ·-· -0 �------i;p.-----� ROY ST. --- -- - - (ASPHALT) ---- 14"W . ..2 1 ,-GAS 2" GAS 14"W - � _.. --- ----- - --- \ � --=--=-:.::. ---=� +-=--=� ------ i ----- I I \ I I : I a, I re . . . 1 -'- ,,, , I � I '<-.. !Cl) C I I 2 "' I I I I �1 ;; I �I cr:1 �I ltl I cl I I I I WEBSTER, FREDERIC C. I I so3-293-201-96a-ooo-019 I I I I l I l� I � a. �� I z � i� 8 m <t I o a:: s -----_I_--�------�� I � f w< oc m C I I m u w � I � < u "' I GRACE INTERNATIONAL MINISTRIES I 503-293-201-603-000-019 f � - - -�' � ' � -- II 1 1 NEW 12" DI WATER MAIN Ii I I w (PRIVATE DRIVE) ' II I I ll II I II I\ 1:l ( ! lj oi; ! - ,.:$:7,' ' I, �---2� ' , )! A;, r- ' ' / /\'lli'b.f , , ) '->��r:I DRIVE SURFACE REPLACEMENT REQUIRED SEE DETAIL ON SHT. No.8 I: EX I' I J I: I I: I I Ii I NEW 12" DIMJ 90" BEND < � / ci l' f l � I /J ,/ d i ,-7-.0"_ / / 1 -i�"' PIPE INV. ±2.6' DEE � ________ I-,��- / \\ EX MH 103 f'C'- '-- 1 111 ,s // I ' I I " ,! \ \ I " 1 • 11 // I I "- I 1:! 1! I �-- -�---�/- \ I I I I " I I I " lg' EXISTING SANITARY SEWER ,\ \ / / I ), I_ J Ir\ 1-i:: // .......,.. 1 1 I / ' I ii ::f I ; 1 /' 'I' ii / 2 i{jt I CJJ&JL LLC I 1 :: I ; / � \ \ 1 ;.<i. Q. I so3-293-201-so9.ooo-019 I I : : " �. \ ; '?" , I"· l11 I SERENITY HOUSE INC. / / � "' \ / / \L _________� "''?"°•-•p 1 1 •- 503-293-201-966-000-019 -'! ,, 0 :i" L , I 0c-' f ,! 0 (}"' \\ a-.- --- Z ----------------��: I <2.)' / § � t \ ;/f --:::::.=:.:::::.=:.:::.-::::- 7 ---::::._ _ _ _ _ ====::::.=:.=:.::::.==:. 'nj� I� / 1/ w V � �� /fu 1 -==:.:::=:.=== :::::.=:.::::.=:.::::.=:.==:.t l a / J ...J I :::i::!l /,'...J / I J< o zUYuo I I ' l u z w / ; I <tzoJ\ It I II ::E I z z 2�zz 1 1z I 1 11 111 f II " ' I 111 / II ,,, I II iii ( I II :il I I II 11 1 I I II "' 111 I II " ' I II : (I I I II "' I 11 1 Kl II !!l [I�:: I I u i r1 II 11 1 1 1 11 1 I II 11 1 I 11 1 1 J II 111 I II 11 1 1 1 111 I II u I ii 11 1 I 11 11 1 ti --"'� IL��'"tf�---- -,:;:� ='"" I[ 111 /1 1 1 1 � � 1 ! � ���lJ\ 1 ! 1 -= == �--t- .. -i:: I a:: a. !::::w '° a:: / -=== = - - 70 � ,, o � o p za::o· o / -- = I 1 IZ _______;,,, ---I I - r- <CI-_Zj I- --- = I - II ill 1 il �1 ii ______________ _ II 1ii I o! 'ctr '' w (!) (J)(!)U/ 1 - = ------- I ' I ''II. , F I II I I � I w C I m I I � I < u I L,,n I ' II ROY STREET WM IMPROVEMENTS SCALE: 1" - 30' w � 0 I � < w 2 < > m � t' I u � z< < u w E. JEFFERSON STREET WM IMPROVEMENTS 1 11 I Ji 111 I 20 0 I I I I I I I I 20 LEGEND lwse,I - EXISTING RESIDENCE SERVICE LINE I NWS I - NEW WATER SERVICE LINE CONNECTION 0 - NEW ASPHALT SURFACE REPLACEMENT REQUIRED (]] - NEW STONE SURFACE REPLACEMENT REQUIRED @] - NEW CONCRETE SURFACE REPLACEMENT REQUIRED [§J - NEW CONCRETE CURB REPLACEMENT REQUIRED @J - NEW WATER MAIN INSTALLED UNDER EXISTING PIPE !Pel - EXISTING WATER VALVE TO BE PERMANENTLY CLOSED '- '- '- - HATCH INDICATES EXISTING WATER LINE TO BE ABANDONED IN PLACE - DASHED LINE INDICATES COMPACTED FILL HATCH INDICATES LIMITS OF REQUIRED COMPACTED GRANULAR FILL - EXISTING LIGHT POLE, TYPICAL - EXISTING UTILITY POLE, TYPICAL -0 '> - EXISTING POWER POLE, TYPICAL • - - EXISTING GUY ANCHOR, TYPICAL GENERAL NOTES: REQUIRED 1. WATER MAINS INSTALLED BY THE HORIZONTAL DIRECTIONAL DRILLING METHOD SHALL BE HOPE PIPE. MINIMUM DR 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 ANO TO RETURN TO ITS ORIGINAL SHAPE 3. WATER MAIN PIPING INSTALLED BY THE OPEN CUT METHOD SHALL BE DUCTILE IRON. PC 350. 4. FUSED M.J. ADAPTER KITS (HARVEY ADAPTERS) SHALL BE USED TO TRANSITION FROM HOPE PIPE TO DUCTILE IRON MECHANICAL JOINT FITTINGS. THE MJ ADAPTER SHALL HAVE A PRE-INSTALLED STAINLESS­ STEEL INSERT STIFFENER, IN ACCORDANCE W1TH PLASTIC PIPE INSTITUTE (PPI) RECOMMENDATIONS TO NEUTRALIZE POINT·LOAOING ANO LOSS OF GASKET SEAL DUE TO CONTRACTION. 5. REPRESENTATIVES OF THE WATER UTILITY W1LL LOCATE EXISTING WATER SERVICE LINES TO THE BEST OF THEIR ABILITY. FOR EACH CUSTOMER SERVICE, THE CONTRACTOR SHALL CONFIRMTHE LOCATION OF THE SERVICE LINE ANO COORDINATE WITH THE PROPERTY OWNEROR THE WATER UTILITY TO IDENTIFY THE POINT WHERE NEW WATER SERVICE TUBING WILL BE CONNECTEDTO THE EXISTING SERVICE LINE. 6. NEWWATER 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 NEWWATER 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. PLAN 1 N.W.S INDICATES NEW WATER SERVICE LINE TO BE INSTALLED BY CONTRACTOR, SIZE AS SHOWN. 20 �I0 �I �I �I �I z �I I I 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 ANY OTHER 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 ENDS OF EXISTING SERVICE LINES. COORDINATE RECONNECTION LOCATIONS WITH CITYWATER UTILITY. PIPE MATERIAL FOR SERVICES LARGER THAN 3" SHALL MADE USING DUCTILE IRON PIPE. >z 2 0u NEW 12" HOPE WATER MAIN INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING METHOD EXISTING STORM SEWER NEW 5)'4" FIRE HYDRANT WITH AUXILIARY 6" GATE VALVE AND VALVE BOX TO GRADE ,-----, _ J�::: 862 E. Jefferson S� 71 L I l Commercial Building I/ l lwro " /wco I 12:� "- > a:: I iS u ----�__L_-�B I-·(_) ·ti ::ixz Iz 0 �o �o Z,i::u <CU ifio� O' ...JZ- Z� uw;:: LI.J;:: ' ' l'- 1-­ w w I (/) PLAN 2 SCALE: 1" - 30' Plymouth E. Jefferson Street Water Main Improvements z w � w 0 o:: I [l_ f- "' � ::) z �o ,,; � 2: z- >- Cf) >- >- ...J z ::, Cf) 0... 0 z u LL � 0 � - 0 "' I- I ::::, >- Ill f- u Cf) 0 0:: w i REVISIONS BID SET ic,2024 MiOwesH,rn Engi11<:ers. l11c. 802We,tBmarlwJv Street PO. Bo� 295 Loogoot�c, 1n<lian.i47553 DATE APRIL 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK S.D.B. PROJECT NUMBER 2021045-01 7 7 OF 18 I � l£ NUMBER • 41941 I Do Not Use Plan Previews for Take Off