Midwestern Engineers, Inc. Plan Preview

NEW 12" D I. PIPE NEW 12" D.I.M J TEE 12"W I I I I I � I I I ' I I I �5 ,: 1' I 1 I I I I I NEWYORK CENTRAL LINES LLC C/0 503-293-293-103-047-019 NEWYORK CENTRAL LINES LLC C/0 503-293-401-191-001-019 I I I I ( NEWYORK CENTRAL LINES LLC C/0 503-293-103-575-001-019 NEWYORKCENTRAL LINES LLC 503-293-103-033-000-01 9 I I I I I " 0 0 > .2u� " 0 0 , C 0 -,; 0 " <;l I I LEGEND 0- DETAIL R EFE R ENCE K E Y I NDICATO R (El - N E W A S PHALT SU R FACE R E PLACEMENT R EQU IR ED - NEW STONE S UR F ACE R EPL A CEMENT REQU IRE D - EXISTING ASPH A LT PAV E M E NT North ==- / NEW 12" M.J . GATE VALVE AND VALVE BOX TO GRADE I ' 1 �1 CRIPE. I I I I I I I I I I I I \)> I [==J - DA S HED LINE I N DICATE S COMPACTED FILL RE QUIRED � ] - IN DICATES LIMIT S OF S TONE R EPL A CEMENT DENNIS & ANGELA K. H/W I I I I ABAN D O N E XI S TING 1 2 ' v:=-=�=/�h -=�-�=�::;tJ W AT ER M A IN AS I N DICA TED 1---.:...,l I I l w o I I I I as I 1 - - -1- _ _ J I 1 ( STONE DRIVE ) I I - - ! , I 503-293-103-280-000-01 9 I I I I I NJ I I I I !NJ I 131 I" � I 1 1 I t/J I I I I I HATCH I N DICATE S LI M I TS OF [SSSj - R EQUI R ED COMPAC T ED GR AN UL AR F I LL .,Jc\ - N EW CO N C R ETE TH R UST BL O CK REQU IR ED (';';ti N E W 12" 0.1. PIP E I I I -,., -1 - _ I ' L is �1 I I I I I 12" GATE VALVE AND VALVE BOX TO GRADE REO' D E ACH SIDE OF BORE. I I I I NEW 12" CONNECTION TO EXISTING 12" W A TER MAIN '0Jj - EXIST IN G UT I L I TY POLE, TYPICAL �- � - EXISTING GUY ANCHOR, TYPICAL fi_ - EXISTING L I GHT POLE, TYP I CAL ,o N E WCONCRE T E TH RUS T BLOCK. TYPICAL. SEE DETAIL SHT. No.10 NE W 12" M J. 45• BEN DS � I p I ti : � >:; ®1 � : /, Exist 8 . I r I I I I I <( I I /I u 1 /ding --i I 95 L.F. OF 20" WELDED S TEEL CA S ING PIPE, MI N . 0.25" WALL THICKNESS // /I /I I if!I s/ NEW 1 2"x6" M.J CROSS CONNECTION REFER TO DETAIL No.2 SHEET No.4 I I I .[] 0 - EXI S TING POWE R P O LE, TYPICAL E NOUG H EXIS T ING WA TE R MAI N --' 1 AND D I. PIPE REQ'D FOR CONNECTION TO EXIS T I N G WA TE R MAIN ( TYPICAL ) I p;J if � EXISTING 14" WATER MAIN 1 76'-Q " 1 1X 0 D.I M.J BEND \ \ EX. 12" WM TO BE ABAN D ON ED IN PLAC E EXIS T ING 4" WA TE R M A IN �--1 WITH LEAD JOINTS TO BE R E MOVED TO INST A LL f----,b NEW 12" WATER MAIN PIPE I i<: � /,' LIM I T OF STONE I � el f ,',' ' "' ' 0 Q'/ II I I 7 (TYP. OFTWO) \ \___ �- - -�=,--,- -y ---- - \ -- -Ri gn\- Of-Way \ \ EXIS T ING 12" D I. PIP E AND FITIINGS REMOV E D FOR N E W W ATE R MAIN (SEE DE TA IL 3 BELOW) TO REMAIN IN USE ' ' I EXI S TI N G 12" D I. PIPE 1- 1 --- -·-'�] N E W 12" 0.1. CUTIING-IN SLEEV E � I � 1 [ ""' ,, "�- - EXISTING CONC. N E W 20' P E RMAN E NT W AT ER U T ILITY E AS E M E N T // RETAINING WALL /� ' "J ' . ' [1 I I I I 1 0 ' x 1 0' RECEIVING PIT / 2 ;.____ __ E XISTING 4" GA T E VALV E T O B E R E MOVED NEW 1 2" M J J7V01 1 0 LAKE ST. CONNECTION DETAI L t i NO N E J SC A LE: N OTE: I ; J7V021 CUTI-IN CONN E CTIO N TO EXI S TI N G WA E R MAIN R E QUIR ED . -;::::::::;\ ... _ _ . �w - - +-�,,-t=;� J7V022 � � �lv ('q ('O I I I I I I I I 0 •• w�w-- ���·'� il-- - -;,,<�p S . PLUM ST. a (ASPHALT) � __ _ _ _ __l=-S'�H=� �� = -=�"--' CO NNE CTION TO E XI S TING ] 14" WATER MAIN W / 14"x12" TAPPING SLEEVE AND VALVE. R E FER TO CON NE CTIO N DETAIL 1 ON SHT. No.4 EXISTING 14" GENERAL NOTES: t �"'" NEW 20' PE R MA N E N T 1; WATER UTILITY EASEMENT ,, 11 79'-0" "-''11 ( STONE DRIVE ) /1 I I I I I EXISTING 6" WATER 1 1 MAIN TO REMAIN 1 i I I 0.1. WATER M A I N TO REMAIN IN SE RVIC E 1. WATER MAINS INSTALLED BY THE HORIZONTAL DIRECTIONAL DRILLING METHOD SHALL BE HOPE PIPE, MINIMUM DR 1 1 WALL THICKNESS. DUCTILE IRON PIPE SIZE (DIPS). , o" 3 0 - ,.j I I N E W 20' P E RMAN E N T WATER UTILITY EASEMENT I I I I I 95 L.F. 0 20" STL. CAS IN G PIPE INS TA lL( D BY BORE A N D JACK M � fHOD / 37 L.F. OF ko" ST L. CASING PIP E / 44 Lf. OF 20" I NSTALL E � BY OP E N CU T M E THOD J S T L CASING PIPE I f 3i/ INSTALLE[j'BY OPEN i'J c ul ME T HOD Ji I ;ff' I I I I ':::::;:::;- ;:;:a- - c:c- ====;--" . �- - -- ---- - - - - - - - - ---- - 1 : CITY OF P=�MOUTH -- "..f,r- - - -- -NEw 12" 0.1. WA - TER MAIN 12"11\1 EXISTING WATER MAIN TO BE REMOVED AS NEC'Y EXISTING 1 2" WAT E R MAIN GOLDEN GATE HOMES LLC 503-293-1 03-329-000-019 I Pl - ---- � - _ _ _APP'-- c------ \\ I �-- �--:71 POWELL. WILEY G. JR & ROBERT J. 503- 293-1 03-332-000-019 s; I :o I i1 I I "'\ \\ ;i =£ � I LL.--- --"' I _ _ _\ I --- l -- --- -1-- _ _t, P ]c.P_- - - - I i I I \I It liq j\ II \ \w \ i � II II II II II II II " II ' I I I w EXIS T I N G W AT E R MAIN TO B E R E MOV E D AS N E C 'Y EXISTING 4" VALVE TO BE REMOVED UPO N COMPLE T IO N OF NEW 12" MAIN HYD093 J7V010 North ==- > EXIS TI NG 12" 0.1. PIPE T O REM A IN IN USE EXISTING 4" GATE VALVE TO BE REMOVED NEW 12" M.J GATE VALVE AN D VALVE BOX TO GRADE R E MOV E E XIS T . HYDRAN T AN D DE LIV E R T O OWN E R EXIS T ING 4" WA TE R MAI N ,--- - WITH LEAD JOINTS T O R E MAIN IN USE W. LAPORTE STREET P I PE DEMOLITION DETAI L SC A LE: NONE )¢¢'. - CR OSS 11:,z':;;r- HATCH HA T C H IN DICATES P I PE INDICA T E S ABA N DONED REMO VED PIPE TRACE WIRE E XI S TING 4" GA TE VALV E T O BE REMOVED, T YP. NEW 12"x4" D LM J CROSS T O REPLACE EX IS TING FITTING North =-=- > NEW4" M J.xP.E. CUTIING-IN -� - SLEEVE AS REQUIRED EXISTI N G 4" 0.1. PIP E WITH LE A D JO I NTS T O R E MAIN IN U SE 1 1 ENOUGH EXISTINGWATER MAIN ' I 'c- '..,_ _ _ _ _ ______ TO BE REMOVED TO INSTALL ' ' . , NEW 12" WATER MAIN PIPE I ' IN SE RVIC E � I� I £-=========::i" 6 �\'I],� i - i N E W HO T T AP CO N N E C T ION TO EXI S TI N G 14" W A TER MAIN &1 "'I I I I I I I I I I J 2. HOPE PIPE INSTALLED BY DIRECTIONAL DRILLING SHALL BE ALLOWEDTO 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 BY THE OPEN CUT METHOD SHALL BE DUCTILE IRON, PC 350. J $ 7 & I '1 I � I ll I I 4 I I - i M--- lL- J E XI S TI N G 12" WA T ER MAIN ,; I TO REMAIN I N SE RVICE. \ \ \ I I I I I II II II NEW 12" 0.1. PIP E NEW 1 2"x6" D.I.M.J. TEE ,-,11--+- - L' L' -',1ir USE M.J. FITIINGS TO CONNEC T T O EXI ST ING 1 2"W EXISTING 12" 0.1. PIP E 800 I I I I I I I I I , I 14"x12" STN. STL. 1 1 1 T APPING SLEEVE 1-..' f-:.'.Jll I ' ' ' ' ' I I I I ' ' EL_ _j :, I I ---:::i I ' / = j N E W 12" 0.1. PIPE N E W 12" T APPING VALV E REFER T O NEW TAPPING V A LVE DETAIL O N S HT . 10 E:::::EJ:::::::==::j t-/' 0, �- - " EXISTING 6" WATER MAIN 1 i TO REMAIN IN SERVJCE bJ 0 LAKE ST. CONNECTION DETAI L SC A LE: NONE 4. FUSED M.J. ADAPTER KITS (HARVEYADAPTERS) SHALL BE USED TO TRANSITION FROM HDPE PIPE TO DUCTILE IRON MECHANICAL JOINT FITIINGS. THE MJ ADAPTER SHALL HAVEA PRE-INSTALLED STAINLESSSTEEL INSERT STIFFENER, IN ACCORDANCE WITH P L ASTIC PIPE INSTITUTE (PPI) RECOMMENDATIONS TO NEUTRALIZE POINT-LOADING ANO LOSS OF GASKET SEAL DUE TO CONTRACTION. 5 REPRESENTATIVES OF THE WATER UTILITYWILL LOCATE EXISTINGWATER SERVICE LINES TOTHE BESTOF THEIR ABILITY . FOR EACH CUSTOMER SERVICE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE SERVICE LINE AND COORDINATE WITH THE PROPERTY OWNER OR THE WATER UTILITYTO IDENTIFY THE POINTWHERE NEWWATER SERVICE TUBINGWILL BE CONNECTED TO 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 UNTILALL 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. I I I I I I I I I I I I I I I I I I I I I I "' I \ \ "' I I PLUM ST. WATER MAIN IMPROVEMENT S CALE: 1 " - 30' HABITAT FOR HUMANITY OF MARSHALL COUNTY 503-293-103-332-000�01 9 30 I I I I I I I I 0 30 30 ,..-,. ' Q. C X <ll >. .X >. ,.-.,, <ll X z" >. i-- C '- '- '- ,._ ,._ I: .Y X NEW 5Y.," FIRE H YDRANT WI TH 6" A UX G A TE V A LVE. REF E R T O H YDRA N T CONFIG. No 1 CONNECTION DETAIL ON SHEET No.10 NE WCONCR ETE T HRUS T BLOCK. SEE D ETAIL S HT. No.10 I I I EXISTING 4" D.L PIPE '-I - -· I Iw North F--- _ 7 N E W 12" G A TE V A LVE AND V A LVE BOX TO GRADE N EW4" M.J, GAT E V A LV E AND V A LVE BOX T O GRA DE NEW4" M J, BEN D S A N D D.I. PIPE - REQ' D FOR CO N N E CTIO N TO E XISTING WATER M A IN, TYPICAL - - 1 B W. LAPORTE STREET CONNECTION DETAI L NOTE FURNISH A ND I N STALL D.IM.J. FIT T INGS AS NECESSARY TO PROVI DE PROPER ALIGNME NT FOR CONNECTION OF NEWPIPING TO EXIST IN G 12" AN D 4" WA T ER MAIN S . SCALE: NONE � � o ·o _ � � o, !jc _ _____ J o ______,o;__________ -,lo�ui-- - - - -J c , - _ _;o,;_ _ _ _ _ _ _ _ _ _ _ _ _______ *-cj , o �z;._c·a�, � -J�i---� - - l� \-c �-�6_0}--.\oi--- - - - - ---- -------- - - - - --- - - - - 1 i------- -------- ---- - ----- --- -- --"- - � '-- �"-�� -,c__.;;,___;o- - - - - - --m - :.... ,:: c O I O'..: .« <I.) <ll , ,�, """ ;Ji ' -------- ----- - - - -- - -- ------ - - ---1l---- -!•e--fc-j,-S"o_ _: "' ;.__ _�-- - -- - - -'"'-<>- - - - 1J. ;-- - - - -,,,-- - - - - - - - - - ?J. ;-- o.,. - - - - - - �"--- "-' - ------ - - - - - - - - - ' u "-i-�"' "' '---' w "--"''---'='""'--ce��"-- - - -- - - - - - - - - - - - - ---- - - - - - - - --j I- o .,f o .._ c u -o u c � ;-- i::'i >- 2E E - . a in L- -- - - - -- - -- -- -- ------- --- - --_:: '-' ;___ 0 ,__ �,c_-io;a2 ,._ _;il:L-_ _ ,;. o _ _ _ _ _ _ c, w e-e E '-- - - - - "'' -- - - -, o '---- - - - - - -' ' - o:;- - - - - �-- � w _ _ _ _ _ ___ _ ____ _ _ _ __,;_- ..,! 1 2I�o�_ J;.---1' ;- - - -!s"ce c f'"'- ---J;;W'---- - - - - ---------- - - -- - - - - ---- - - -I :S .u .::':, ..c '- ..c ..u � ...J <( ..c W s O O [I) O(.lj ---- 0 ...J 800 N � SC Ol <i! a: a> ·::: CT> � <( O'.: o, ::::-: ::. ::. ::. o__ C <( X � w;i . si -::: � c2 fr: a: NOTIFICATION SIGN ��------�- - ...,_- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ?c_:_ ,�CJ�. - -'� :_ _ 1c�' L "';" :'._ _: u;._ _ ...,_- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _j-_;;_:: _ _ -j ;; . ]...: � � � � :::-, REQ'D BOTH SIDES OF :::-, a: :t � a: �� w� x ��'� t; � ,. w � 1 I , <( a. RIGHT-OF-WAY, c i -5 I , u. ,, - � !If-I � i � i ! i � ! I I ..... I ";f 1 76 -0 ..... \ <r � i c !>.l � 7 ! i I i ! I i w' ' 795 i i ! i i G'.i I ,,,I \) i : 1 � (0 I i 1 ! ! i ! 1 i L����J____ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _j! _ _ _ +': _JJ_! _ j ! _ _ )_i - --- - -- - -i' -1' - - - - - !l-- - - - - - �'3�·- - - - - - - �' 1-i- ' - r::;;c-:;::;--;:c�;': I �::::;";::;c:;:i- - - - - -- - - - - - - - '" f '-i - : ' I- +' i-' _ -ii -,.,!L ;;s " t ;- ! : _ _ ! µ! ,_i - +' - -1--J NEW4" 0.1 PIPE. CONNECT 795 790 i i ! I I NOTIFICATION SIGN: T : r110· X 10' RECEIVING PIT I i ! i i i i � .e i i i i i TO EXISTING 4" WATER MAIN �t===== = ====== === === === == ======= ======= == ===== ====== = = == ==== ±' ========= ±' = j= ! t= = t i ' === = =± i = = = ==== == == :__ '; ( R � E � F � E � R i T � O � M � I S � c 2 .=����i�=======�s�""i' l i�:::=======:=� == = = l;J' f /=��������;•. !� ;r , : t l -=-=-= "'ij\���== == ====================== == ====1' =1' �1 i :=j' ft j i ' ==� l - , = i°' �C/�" o f ! = ==1' '1 ! i ! ��'t'===��=� USE FITTINGS A N D PIPE AS • 1 I I DE T AIL S S HT 1 O) '. o:1 1 1 • l , 1 �u'.'i , i' • i , 11 1 NECESSARY TO COMPLETE 1 - - - - - - --.11,.'llill#'W... t- - - - - - - I i I • i . ;�� _ ----. 11 I ' 1 I ! ' I// I ; CONNECTION TO EXISTING PIPE. \ - i 1 ! 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SIDEWALK REPLACEMENT REQ ' D (REFER TO SHT. No.10) • • r I I Jl ! 1 I i i&_err���:J�o:--.:.· r- ' u.. CASING SPACERS. // , "- ·-. "- i J . I ,-I NEW 12" D.L WATER MAIN I I ! . [, , ] ./ t-:] _,�:'\: "- 1 - - - - - - - - - - L�7�8�5Lt================= = =========�L����: t·�· �·· �- E·;.�-,�-- �-:::�,:� e- ·,��,��=-=-=-=-=-=-=-=-=-=-=-1�t=-��/7'v� /� v /��/7� ..., /�t=-=-=-=-=-=-i.,t=-=-t� RE F ER TO DETA I L l--+ 7 /',:t-:-_-:-_-:-_ -:-_ -_:., "' :,_ "-�-::'�,� 1 "· �"'��'4t-:-_� ::. ;;, c \ -s� ---s=.+. - -Ji's._o.(Jl -! , p __ � '..J)\ J. , "'4 " '' _., · .,- -l rc -! , +- " _:. ";j:P ��" Jlt- :,,__1 -I E_X_IS_T_I _NG_P_R_O::_F::_IL : :_ E :_:_::..:..:c:_ _ _ _ _ ___ v; �n"CJ" "' �"lh�a�t s 'h",e "' 1 1 "o '" _w .,- -----j ; V i ' //// z ON SH T. No.10 ,-- fr/ ' , '"" ' z / I I,"' ,/,�/ :."-',' ':[ouCOJ9' '·'- GRA DE (TYPICAL) '-�, you d1Q,�- - - --l ! 780 i I ! I ' /// ., / "-'- -,_' ' i = J ',} .AJh',' oMM;;: 7 .' "R.. 0.-:f"- ·" I , ', - \' ' ] , 1 , 1 ,v, ', ,· 'i, / I .- , I II II ll II II II II II II II II II II II II 1 , 1 , 'II/ I II II II II II , 1 ,,,, ·, ,,_' 5, ., ..,_..,)' '-: o , , � II /, /1 1 /11 /"· II 11 U II II II 11 II II II 11 11 11 II II ;,r II ll II II JI ' 1- i'- ' ' ' I .>.- ) _.,..,.. � ' ' ' " X '""- l I·" iro-.z:.: { ll': ' ·, 0 I ./ _J,.., -" "...\"-"'-.... NOTE: 1 EX.12"W L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ [E] ESXX: : 1.1_4 '4""-' Wijl l _t ����l ll� b_.1 1 ----_ ..-_ -+: -4:_ _ __ _ J-+-4'3?.fO!'._' B§;OQ_R!3. E §.£P:!.J I T4-__13§:6'_:!:_ + _ _ 4-_ _ _ __!5"!9'.!'+ _ _ _ -:k'� v, ,=-- - - +- + ========c;- --- - - -"''""""t_/ _ \\ :s '���','��:::,,.� '..., "�II - - -\- �'= CONNEC T IO N TO EXISTING 1-- - ', ! i:; C. I T ASSUMED "-"- '-s - 12" WATER MAIN W / NEW DEP T H OF EXIS T I N G WA TE R MAIN PIPE I S U N K N OWN AN D ILLUSTRATED FOR R EPRESENTATION ONLY. CON T R A C T OR T O V E RIFY PIP E LOCATIO N S PRIOR TO OR D ERING CO NN EC T IO N FI T TINGS. 1- - - - - - - - - - - - -- - - - - - --------------l-+- - --+--i - - - - --JL-+-- - - - -+���===�====�- - -'+""'--"-- - - -+- B 12" GAT E VALV E A ND L____ _ _ r!01J! E ; Pm l1-- -\\"t'�-41,;..=...:H----- + - cun1 N G-I N SLEEVE. i 1 , 95 l.F. OF 20" STL. CASING PIPE � VALVE BOX TO GRADE I {VERIFY) 1 1a11n1 7 1-- - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - -�i--+- - - + ·,�' e- - - -- - - + --- \--- - 1- -- -� IN � S � T � A �L=L=E=D�B�Y�B=O_R =E � A � N � D � J � A =C�K � M � E � T � H _ O= D-- -- \--- - - - - - - - - - - - - - - - - - - - - --t-""- -j--- - - - - - -�-- NEW 12" GATE VALVE ANO 1------ 1 -_ _ 7_5 _ _ ,__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __, CONNECTION TO EXISTING 14" WATER MAIN WITH 1 1 - 37 L.F. OF 20" STL. CASING PIPE 44 L.F. OF 20" STL. CASING PIPE , VALVE BOX TO GRADE 770 14" STN STL. SLEEVE AND 12" TAPP I NG VALVE. 1-- u NEW 12" :D.1.:WATER MAIN INSTALLED BY OPEN CUT METHOD INSTAL L ED BY O T P 'l E l :N,C_U_ T _M_ E _ T _ H _o_o___ _ -;==========c;-/-- -;c�;;2:--- - - - -- - - - ------- - - ---i (REFER TO CO NN ECTIO N D E TAIL 1 O N S HT. N o.4) 1- - -=L�"'-"'-:':c 'c'.";."."'���0- - - 1- - ------- -- - i::i u : J�l[RUATI--CFfOSSlNG PR Ori LE I NEW 12 x4" D I M J CRO SS z;;: ,__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ _ _ I 12" M J. GATE VALVE AND 1==1--------------- - - -dl rr ,, A�" i,& r'=====� - - ------ ---------- - - - -- - - - - - - - - - - - - - --1� !,- - - - - - - - - - - ---- - - - - - - I VALVE BOX TO GRADE Horiz. 1 " 30' Ver[ 1 ,� NOTE: v / 1_ HATCH INDICATE S LI M IT S L - J OF BORE/JACK PI T ,...�� H A TCH INDICATE S LIMI TS O F L� - REQUI R ED COMPACTED GRA N ULAR FILL �*��::1 _ INDICATES LIMITS OF �ti.�\.'2f�il STONE REPLACEMENT 790 785 780 775 770 EXISTING PROFILE GRADE IS FO R REFERENCE ONLY. CONTRAC T OR T O SURVEY AND ADJUST M I N, 5'-0 " BURY DEPTH OF NEW WATER MAIN AND 20 " CASING P I PE ACCORD I NG T O SP E C IF ICAT I ON REQUIREMENTS, Plymouth - Plum Street Water Ma i n Improvements en 1- z UJ ::;a UJ > 0 a:: I 0.. 1- ::;e => � ::;a O i1i UJ � " tn >- r:' >- .....J � en o.. o z u 0 LL j 0 � I- "' 1i5 � I � u en 0 0:: REVISIONS BID SET 02024 Mi dwc,;tcm Engin�crs. Inc. 802 W�SlBroadway Street P.O. B,,,\ 195 Loo,i,uotrc. lndi:ma .1755 . 1 DATE APRIL 2024 DESIGN M . M . S . DRAWN D.A.P, Q.C. CHECK S.D.B. PROJECT NUMBER 2021045-01 4 4 OF 1 8 I FILE NUMBER I 41 944 Do Not Use Plan Previews for Take Off