Midwestern Engineers, Inc. Plan Preview

z in �w u .----- ..,,·-- " II a.. CL CL z ll o P w2 ii5 II I - z z ,- r- w 11 //J w 0 C9 w o 11 ro - ' iii 1n D'.I m cc:: II If: OI r.f) W w � � U I u u z I (/) w O u :'.J u b:- � \1 0 in in w w I? tl01 E. Jefferson St. � o 11 z z ...: <( � W W z z a.. ...: oz ...: zW I I\ i7.i (;) Cl) � I � � in in >- :ll a..S2 :ll w U)� II <C ii5f!1 ?; � --, � <C <C i- > er: f-U)> cr: � < C � I Commercial Building I � ;;;� • WW I 11 ro > ..... I ...., _, _, m m ::::i > _.. I > ...- _, mI II I ti:ir:r::: ::C I CO Cil I I i= O'.'. ii3 01:i:ici:: [D >� � 1 1 u w . - I u o o u o=:i f-L-l w ::Jwf-Uw S:Jir • ill� I Il l- !!:J� z 1 - W W 1- 1- .- 0:: (r'.r-n:: (f) r-0 '-'-..._ <( X X <( <(>( <l'. , )(1 - <C , <( <f:j-:- w- 1 u i t;;s- ;;i I u u:: u:: o ow :s: � UJU)s� (!) uv.i > _ XXX000WWW � � � s ;;ii(/) er I2w uer� eO � <l'. 1 - > uw _) \ : ' � I J I s'i ' I ' � � ii " I II I I PLYMOUTH COLUMBUS CLUB � COLUMBUS FULL GOSPEL JANA LLC I v-1 � ":f , JANA LLC O.: I JANA LLC " 0 � � " 0 zw 885 E. Jefferson SL CASEYS ENTERPRISES LLC 5 03 -2 9 3-2 0 2-2 39 - 0 00-0 1 9 a.. 11 Cl) I I wo• °' I Vi I " <>:: a_ 1 a. 9 020 0 9 a"I � I \\ �\ � � ;j"�w I I I 5 03 ��: 3 - :�����;i; o �: 1 . 9 � I s ::: 9 :. -2 �e 2 f�:::�� o :; 1 9 � I s ��;,9 3 / 0 : - f�:��� o :t� g i: ' [� i 5 0 3-2 9 3-202-0 9 3-000-0 1 9 st] 503-2 9 3-202- 0 5- - 1 �w S � I ICommercial buildingI I II \ � I I TIC EL. 793.55 ' :·1 • ' EX I ST I NG CONCRETE O � I I II I � 0 §: I ICommercial buildingI :::: i ,l/ I 2:'. _J 11 \ \ I Commercial building I I ICommercial buildingI _ _ <ti � iii CHA I R TYPE CURB. � W � I r N_E_W_1_2_"_H_D_P_E_W_A_T_E_R_M_A_ I _N--, I :' : I � $ \ I l I <r l I � � (TYP I CAL) I w Cl'.) r I INSTALLED BY HOR I ZONTAL I I 1 1 1 1 ..,l Q 1 1 1 1 \ /!i l l � o EX I STING STORM SEWER I I ' : ! I I NEW 12" GATE VALVE AND ful i N �- o.w ,) J_ EX I ST 4" WATER MA I N TO BE ABANDONED " rr. :':. � CD DIRECTIONAL DRILLING METHOD I \ \ f U II \ :S NEW 12" GATE VALVE AND VALVE BOX TO GRADE I I N PLACE AFTER ALL SERVICES ARE i � NEW SY.." F I RE HYDRANT I VALVE BOX TO GRADE : � _ J / j f- I II I II \ r, NEW 5"," FIRE HYDRANT W I TH t2 i="" I TRANSFERRED TO NEW MA I N Ell II W I TH TAPP I NG VALVE AND I T/C EL 799 06' 1 W 1 / I W IEXIST I NG STORM SEWE�I • 11 II )n 1 1 /� � :st I � 11 i VALVE BOX TO GRADE I Z I I/ I W . . I 1 1 'J, I II� '� 0 I I AUX I L I ARY 6" GATE VALVE AND 1-- r I 1 �\\ / I ,rf',P � / <( \ / I (/) I \\ 7P 1 § \/ i"· : l n VALVE BOX TO GRADE !� 0. __ L ' 1 NEW 12" HOPE WATER MAIN �: /" \..., ..,. APP.!!_fN - lc�L---=- --=---=.=s-=���=-=I _- r o !"l!=---� =::::,: ::- =� = =� = =!-'==�=-=-;:;-=� *':_ == . : - _L I II �"' II / II I I LJ 0. � f,- ::.:-\- I APP RNV -- - - - - - - - - - - - -=:AL- - - - _.,,---+-P - - - - - - - - - - ��.c::_ ======== - =--=--- - -- (STONE) = -- - - / • • Iii• •• • • • \,....'--. \\ w I n II O '- :I - �J_ -- - -- - - - � "'.'._ ff ..g�+-� _ w_ -13':cMP-=---=lt:;- -1--t-..,,,. --;:- = -;;- = -;;- = :;--.,,-;;- === :;;-.,, = =-;--..--:--=�=�=-;;-=--=-=�--:;;-..-;:-_-;;-=,..-==--==-==--=""= ( s TON ="' ==-- = ir::_ = :_:_ = ;:;...� ( ASPHALT) - ---- ----- B (STONE) • • • • •I 12· w I• . . . ..-- �I- • • • • --/·�- -W-- __::-,.___ - � :;::==:::"""=c =� =�=-- =- =- = :: == =;:: = �--= �ir��[ - == ---= '-- - ---t = �== = ==-,tr=?�=:::== = ==-== =-= -::O- ::::-:::::::-:;:; .� = ���s� =::::ec "��:::= 7� � B ��) :::=-== ( AS �H��n- - L - - -�1 .STONE) • • 1 2"W I . . • . ..... . . . . . b ·- ·-··- _.-;._ �- ---�-__Jll_ ._._._.i_ ,._ ._._._._ r_ •__JII_ ._._._ -- ---� •E,ia - -i -- 5211 - -- ! � I - --=- =;:;-� c �=o s=s ==GT == =====-- _ _ _____ _ (!) �.- - •�_a_ . -",,. _a� _a _a ._._,.• • • 11111 • • • • ,1 • • • - ---• •11,_ - - -Ee-- • • • • •1-_ - L a...c•- -���- � =�- ��� -.ia • • - '."'.�":}�_.:-�- -- - - --=-- -=-�;m__:-_ - = - '-!'P ==== -==�� === (/)�===== =@:;;i= ===== == , - . ====------ � : ffiFFERSON ST. '< 8:: STORM R IN (/)! � � -=== --------San� �r -----=== = � N = == =,�- I === J E FF E R SON S T . = == �,# fl - !/' 1 : � /!,' == ;;-E� 12"x4" TAPP I N �S-;:�;_;-E --- ��X I ST I NG SAN SEWER I EXIST I NG STORM SEWE R E� l;:: o,:: il , � '-I EX I STING SAN SEWER I �! _ -- (ASPHALT} --- � �ii - l �V N EL 8" ;:5c5 8 ' --! � - � , ,;; - - Z ', Zl � (ASPHALT) � 1 1� NEW4" D1 WATER MAIN - -- - ' 7' - . - ,,__,- :, \),\)\, .....�,,,,,,,, � 1 1 ¢! ' ><:! '1 EX I ST I NG SAN SEWER : _ 1, jPcl b O / 112 PC I NSTALLED BY ........ .,.----. >='C>__._,.== --=<c:'� �w"v"v',::::;;;:?:;:s,::s;:�Pvc s;- _= _ u__ _ _ _ - - --� . A __::- 4><w _ _ , . , - ...Pv,,,. <'< ' <; ' ' · �� - ��i 1:I:.' '' ' ' '���c O ' E - -o �" -OeE-- OHE - -OHE B '0 --O HE l ' - ;�Q.- • ...w-... ' ,-..---c-«- .c----..---·,, ..... ' - - - - -,.-,,.- 1�0,00 . ' St ,A, ' � ._,.,._,.,,., c- ,..;-- , - . , � ...L ! , , FO n, Fo"= orm .,,. ;,. - --ef'!f ��� £1!,;£ """ ' == ""' �--=- -=====-==- f-'r 1 4"W==-=r"'jf'0- si < - frs ;c-;"'?,F'vf' - - - - _,_ ��', ,,::s;;_¢:.::"<:?,-::;;:,:::., FO FO FO FO \\ A OPEN CUT METHOD == a== - == == = ==== = =�- - =:,c , r ;�=- - crt:: ====J"B---- � =----;======--="'=�==ca:= ·=�· HE =- oH l:_ "'OHE-=-OH � OH°E = "" = "tt:rE- = - - �M === om. = � eHE �- =--=-� Jr;!:ffias) � 'IT) - -- --t-p - ---i - - - - APP R/W- (GRASS) \ � 1 - -:3c::-,� - - - - - ::§:_ _ _ _ _ _ _ Storm i - _::r-____ L_ - -�- ==== ::::= - = ==c::- = S torm _ ===== - --- -- . - =- - -.it------· --f�=�1'"�;;��9!-!£����� 0!i€ � rx _ - E--rn--OBr -�i-!=� = �� �-OH_--=�= - - -=- -s-= c- "' � APPRm _ l_ . ,- - -o--.--11 .-.-.-�- -.-.-,-."fii,';p //:i}-.,·7:,--&..• •· _,, f�-:'�"l I @) "' \ i I ,:::::-:::::::::==�==-= �-(GRAssi = .;g= ·"°G�s- �� = = �r; = -0�£- --� -- -oHE- - OHE- - 0H£----=. OHE -=::- OH �Qill'._=-.QH.r:: _Ql:!l:_ :=.Ll � \ tiQ....= -�1 rr. = ...=----= -�- -= ---=-- �-= -� - - ----='==-=�-= - -- - - � l\: w I <<<< >>:<<<<<·.l w ,-:-:< ·u: :-:->>J/ w ·.i, I O t) I l --�;- 1 -- -- -"",• Cl4E� i \ w� \ �· f_ l I -- APP. Rtw I � , i i I f i r NEW12"x4" TAPP I NG SLEEVE � � EX. N. B" PVC ':?:. C' 2: � I r:::::::f : ::::::: : ::::;;v 2: � \: : '.;: : - '. : <::;:] is c i I I � � I cr: a, u o :i l I r ii I 5 � I NV. EL. 791 74 ' � � '.:j I b-�·:J·.:.;�·,b· �'.:j \: : : :�· .<+::i 0 :... 1 I ;<j l ; �o � i l I \ :/ 1 \\ � I // / ) NEW12" HDPE P I PE � Ei: EXISTING SAN I TARY SEWER �> � \ I �> � �:,:_� �> ! ! I I -·····��\, . i iS � � � � ' 1 1 ,- 0 1 1 1 1 : 1 / 1 \ 1 \ 1 � 1 1 1 ,, NEW 4" HOPE P I PE [� [� 1 r�· �� 1 · 1 J "' �· 0 EX I ST I NG HYDRANT REMOVED , 1 - ,_ ,... \ I O I :/ :\ ! I I AND RETURNED TO OWNER 1 1 3 p I \, . t. I ,,, 1 1 :"1 : 1 : 1 zo "" I > 1 I � .. I � 1 _jl . � > NEW HOPE TO PVC TRANS I T I ON COUPLING w � � � 1 - , I I 862 L Jeffers n SL � I f'- -... 90 E. Jefferson St. ..-- 7] � 0 . 1 1 er. I 1 \\ � � I Q'. REFER TO MISCELLANEOUS DETAILS i '=E �w � I & I Commercial Building I ', I I HSE I ..-- ..-- I ._ 1 11 · o - I � I ..-- <r 1 � I I � � 1 & D 1 \ � I "' 1 w I \ I I PATHFINDER SERVICES INC. I JELLICOE. JUDITH K. I 1 1 1 1 � I <( D. I EX I ST I NG 4" PVC PIPE I PLYMOUTH ASSOCIATES LIMITED I � 5 I AMERICAN LEGION INC . CHASE B. I · 1 \ I I so3-293-2 0 2-2 3 9- ooo -01 9 1 I s o3 -2 9 3-202- 990 - ooo -01 9 � I 2 so3-293-2 0 2-096- ooo - 019 I O � I 5 0 3-2 9 3-202-0 9 1- ooo - 019 " I - I I " I : : -, t I z 1 1 I lli - I • J - • � \ ; 1 1 : : "' · ° CONNECTION DETAIL No.2 ffi ;5 - " 1 � I l ..-- :=_- - -l- - - - - - - - - J \ 8 \ / I I I I\ I � � SCALE: NONE � j: � � \ � I § § � �- § § I w l I 5 � 1 - _ J \ I I 1 ---- *", 1 11 w I � er: g g � � w I l I � /'.:: � � �� � I � � I � >_w -� � ril� �m I 423 N � s1on St.1 �o I ::f; It tl:j I � � � � � � � � --zi:: � � � � -- z3 � � j: � � � \ � � I � �� � � �� � � ��� � � �� � I o o iY er: -lo;! o o E r r..:c o u w !-- I o z a:: o o o o iY 2 a:: ::i cc ::i � iY o w J- <r er: o I o er: I er: <t - ::i - ::,<t (') g > <t - ::::i - ::::i <r cc I � : � � ; � �t� j� 1 / ti � \ 0 �1 \\ i � I I ! � � ! !§ § � � � � � � �� � I i i � � l I � � 1 � �: � � �� � � !�� � : �� � 1 1 c:: § I I I �� l ffi ! !;� �� L _ , I f �g � i\ ffi ffi : � �o � § � �! ! § � � � � ! � � � & ffi ffi � � ffi \ § �� \ � ��? ! � � i Q ��� ? � �� � I � xw - z i zw 21..-::i 1-0 V 1--z luJx: 1 - 11 � � 2 z >< 2 1-;:) ::::i X z c:: z - - z -..rr. z g � � � z � x wz z oz '.:' z -- 0 o � �oz � z -..o z I > I ;#! (I.I > wlJJ� wu. {f)W l e' w' w ' 11 > > I w o w w w (I)(') (') w u; m w 3 w 3m w v, > > � w > I W !--W I w mw 3 w 3m o _ >WW 3 W 31D w ___.,,______ I• ' II E. JEFFERSON STREET SCALE: 1'' - 30' LEGEND GENERAL NOTES: AMERICAN LEGION INC. CHASE B. 5 03 - 29 3 -202-0 9 8 - 0 0 0 - 01 9 w�0I z w e� 0 I�� 0 zw !Pel - EXISTING WATER VALVE TO BE PERMANENTLY CLOSED '- '- ,- HATCH I ND I CATES EXISTING WATER LINE TO BE ABANDONED I N PLACE 1 . WATER MAINS INSTALLED BYTHE HORIZONTAL DIRECTIONAL DRILLING METHOD SHALL BE HOPE PIPE, MINIMUM DR 11 WALL THICKNESS, DUCTILE IRON PIPE SIZE (DIPS). w> I ' 1101 �- _Je!!etsoi:i SL : Ic�mmercial �uild!'g] J JANA LLC : ,o;.29,,202 .o;,,o;o,o 1 � I t;0 1 w � I Q � : � �L i � i � : I §: � � g z z ;i � � � I � 2 � t,. l'.:2� o o ,,, w w I I '.'.:: U) o. f-- UlW w z s z z I _ o .J P f:2f:2 � � a: 2 2 I � z w l= z z u<r . .J u; w w w 1-- p - - o i o o I 1 1 ' 1 • ' ' 1 1 05 E. Jefferson St. ct} dJ I w>w� �o �eu�u� X Z� Q Ow � u� � 00 � zz � WW I I � I JANA LLC I FREDORA LLC I STULTS LAUREL S I FREDORA LLC I I ti 503•293-20�-095-020-01 9 1 5CJ·204-202- 0 71-000-01 9 I 50 3 -204-2o'2-078-000 - ci1 9 I 50 3 -204-202-077-000-0 1 9 :ti I I , I I Q " I I I NEW 5)'." F I RE HYDRANT WITH \ � '1 I END HDPE P I PE AT I I I UJ I AUX I L I ARY 6" GATE VALVE AND � I NEW 12" D.I.M.J 45 ° BEND > w I I VALVE BOX TO GRADE ow \ I ii 0 t: 1 I I I l � � � 1 I ll llim � � fu I I I I NEw12" HDPE WATER MAIN Lf � � w cuT, CAP AND PERMANENTLY 1 1 <l; � � 1 i (1 I I INSTALLED BY HOR I ZONTAL / c,, \ SEAL EXIST I NG 4" WATER MAIN // [==J - DASHED LINE I NDICATES COMPACTED FILL IWsecI - EX I STI NG SERVICE. TO BE ABANDONED I N INwsl - NEW WATER SERVICE LINE CONNECTION REQUIRED PLACE 0 - NEW ASPHALT SURFACE REPLACEMENT REQUIRED (I] - NEW STONE SURFACE REPLACEMENT REQUIRED @] - NEW CONCRETE SURFACE REPLACEMENT REQUIRED , , " -"'- NEW CONCRETE CURB REPLACEMENT REQUIRED " w r, II wer 0 z 0u 11 ROAD SURFACE REPLACEMENT REQUIRED ll _,,.---, SEE � ETA I L ON SHT. No.9 ', L - - -�- - - - ,, NEW 12" DI WATER - - - - - 2. HOPE PIPE INSTALLED BY DIRECTIONAL DRILLING SHAI..L 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 BY THE OPEN CUT METHOD SHAI..L BE DUCTILE IRON, PC 35 0 . 4. FUSED M.J, ADAPTER KITS (HARVEYADAPTERS) SHALL BE USED TO TRANSlllON FROM HOPE PIPE TO DUCTILE IRON MECHANICAL JOINT FITTINGS. THE MJ ADAPTER SHALL HAVE A PRE - INSTALLED STAINLESSSTEEL INSERT STIFFENER, IN ACCORDANCEWITH P LASTIC PIPE INSTITUTE (PPI) RECOMMENDATIONS TO NEUTRALIZE POINT-LOADING AND LOSS OF GASKETSEAL DUE TO CONTRACTION. 5. REPRESENTATIVES OF THE WATER UTILITYW i ll LOCATE EXISTING WATER SERVICE LINES TO rHE: BEST OF THEIRABILITY. 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 TUBING WILL BE CONNECTEDTO THE EXISTING SERVICE LINE. i ... �� I : / I I I DIRECTIONAL DR I LLING METHOD � � (GRASS} _ _ _ _ _ __) _ _ - \ _ _ _ _ _ - - -- - - - - - - - - - _ J /l I ..J � I I / I ..$4..-(GRASS � _ _ _ _ _ _ _ _ _ ----£, S � - - - / � • • � :e . & ;"=-';'"=�=JL_*'": .. ��=,,,�i'� _j_� � � _ - ,, - _ � _ _, � � _ L _�....... �� - : •� - - :....... -�� � -ce • • • • • • • • • • • -;_· - · �- · �:� �- • • • • ,.._ .� �_. _.����� , 12 . . w • _ �E P � - - � � ,-r - - _ •)I(.�• • •'ii!_• • • • • • � 12 �j· � -������..�--- _ a.:: -=. =t- EP · - - -- =::- �-=-=::-----= = °:t - ===== __mQLrTL------4---=====,- [� o ---- -- - -C:,,, ,,,- ,,___ - ---j MA I N I NSTALLED BY __ _- - OPEN CUT METHOD � - --- EXIST I NG WATER LINE ABANDONED I N PLACE 6. NEWWATER MAINS SHALL BE PRESSURE TESTED ANO DISINFECTED PRIOR TO INSiALLATION OF SERVICE TAPS. THE EXISTING DISTRIBUTION SYSTEM PIPINGSHALL REMAIN IN SERVICE UNTIL ALL CUSTOMER SERVICE LINES HAVE BEEN TRANSFERRED TO THE NEWWATER MAINS. 7. All SERVICE LINES CROSSING BENEATH LOCAL STREETS SHALL BE INSTALLED BY TRENCHLEi:SS METHOD USING PNEUMATIC IMPACT MOLING EQUIPMENT OR A SIMILAR APPROVED SOIL PIERCING METHOD. ;°,,�:!i>t.:�-=-�-:;::�--�-lrt ' -_ = ==� ======== ""= == - � r- - - -- 5 1 --�r- ffiFF E R SON S T. �EX I STING SAN SEWER! � : // � � \ u.i 1: ,z: ( ASPHALT) � : 11 _ 1 ... -.--1 � d ..- I ' W S°""S::S:::S '5$: S-#' :S:..,_">--sr'y.J ��M.W�� c"'c -'x � - �-= -ttJ ... : ,,- � --; � :-\-:;-_;--\},T�vi::, - -:- - - · . - . _;.:c-,a- �- - �z-f"'-c'"j�" 'Sill\"s:='<'(<'\ <;-... F\ () \ A "',,., --; · ,21:t_ O:!E_:..... _ OHE '0- .:.... o-4§* 0 G HE.:______.Qf.!E�I "'HL�°"'' � 1 .11, ..... I ?�/ � - -1r,: � I , ·u I J i 1-\ ! - _., <I: I ::;; I I o 1 �,'"'."""Z ---v-t";,- ,, :, "" .fa' . �--'-= _ ( GRASS) " ?'/l'C'<-v v;,-<- , ' • ' " . PC • =- _ _ I ,..."1\o 'oHE - O H E---1 HE-- OHC-- �O H E-OHE _____,,_ _-:=-= - - - - - ' ���Oill:=-___oHs.. ---=Ql:!I==("y KE::----=-Qli£ _ - , - - 1 - - (GRASS)?� - 7' T 1 1 c� � 81 ) EX I STING HYDRANT / \ � J I � TO BE REMOVED , ..-- \ W 1" NWS ANO RETURNED TO OWNER 1 � \ I � i="" �0 i il i i i - , - " I � I IU) 0 U) - UJ > - u u,o � l o:: 01':; 0 "'Z n'.LJ.1 1 0 I I I I I I I EXISTING HYDRANT TO REMAIN IN SERV I CE --- -=--w- - =-=--- � -=--...,;;;:-=-=-=--- =- -- - -w- - =-- =-- ------ - - ;c. ,if_ (GRASS) �- @, ifHE- - .OiM'fi'=-1J�- - OSE - - 0 H(.§ii"OH (=.::E - - OHE� --- ' Th - - - - - - - I IJ.=' I I I/ CONNECT I ON TO I EX I ST I NG 12" WATER MAIN 1 1 I REFER TO CONNECT I ON I I I DETA I L No.1 AT RIGHT : I I [ PETERSON, NICHOLAS R. 503-2o4-2 0 2-os 1 - o oo-0 1 9 I I I NEW 12" D. I WATER MA I N REMOVE EXISTING 4" F I TI I NGS AND SPOOL P I ECES I N TH I S AREA AND CONNECT NEW 12" PIPP I NG TO THE EX I ST I NG 12" VALVE OR STUB. nn nn nrt, , n.n ,,--,, = ±.---1 -,rnH 1 � it 1� � �-] � !r----,i �t-------, 12"W 11 1 1 \/ 1 1 11 1 111 1 1 111 j1 2 "WI J.i /\ 111 1 1 1 ' --- ""-d- - - -.l!jjfl'J U I )' I u l- H i,L ...l. i H - - ---- I I I I I I � 1 � I � I er: � I � HORIZONifAL D I RECT I ONAL DR I LL I NG REQU I RED EXIST. 4" WATER MA I N TO BE I I I NStALL BY 0 ,; I I CUT MET�OD I IHSEI : : I� 1 200 E. Jefferson St. CONNECT NEW 12" D.I. P I PE TO EXIST I NG 12" GATE VALVE L lt ,JJU uif '1 ( \.iu �- --- - � cs = - = � EXISTING DI PIPE i:: - TO REMA I N I N USE 1050 E. Jefferson St. IH s EI � 1 �I � I - '> I 0::\ .... � I I I I I I I REEVE, CHARLES B. 1 POST #27 AMERICAN LEGION I 5 03 -204- 2 0 2-019- ooo -019 I I I I I I I I in I � o I o I � � � I [3 8 cl � � � I w � � " .. Jw 9 1- � [;)� ! � =i z _,_______ z __ uc------� w 1100 (. ._.e,-i�rson S!. STYKA. RICHARD J & SHARON R. 5 03 -204-202-068- 0 0 0 -0 1 9 w> 0 zw ABANDONED I N PLACE AFTER ALL SERV I CES ARE TRANSFERRED TO NEW MAIN I I I I I I I 1104 E_ Jefferson St. IHsEI FIGUEROA, BENJAMIN 5 03 - 2 0 4-202-02 0 -0 0 0- 019 I I � �L� - - - - - - - - - � - - - � � oc � > I rr_ O Ct'. w UJ w i?i ::::;l ci lli > � I > z - w cr: iY er I O �� l o.. w o o o. ei::::::i · I- 0 D � ��l� I � ct} I ' I ' I ·1110 E. Jefferson St . IHSEI FERGUSON, STEVEN L. & ANGELA 503-204-202-003-000-01 9 w X�� ' 0 �Iw�� w>� 0 0 zw � I " I " � I I I I I I I I I I I I I I I er 0 0 zw EX I ST. 6" WATER MAIN TO REMAIN I N SERV I CE 1 1 1 6 E. Jefferson St. IHsEI BOWMAN, HAL & KAREN J. HNV 503-204-202-053·000-0 1 9 w oc 0 0 zw oc 0 z w � I ) I I I I I I I I I m I s I � I j I I? I N 0 I � --�'---' E. JEFFERSON STREET 1� I I� I � I I I I I I I I I N.W.S. ' ' ' ' ' ' ' ' I I NDICATES NEWWATER SERVICE LINE TO BE INSTALLED BY CONTRACTOR, SIZE AS SHOWN. PROV I DE NEWSERVICE SADDLE, TAP AND CORP. STOP, AND EXTEND NEW COPPER SERVICE TUBING TO THE RECONNECTION POINT I NDICATED. FURNINSH AND I NSTALL COMPRESSION COUPLINGS OR ANY OTHER F I TT I NGS REQU I RED TO CONNECT TOTHE EXIST I NG CUSTOMER'S SERVICE ON THE CITY SIDE OF THE CURBS STOP OR METER ENCLOSURE. CRIMP AND SEALABANDONED ENDS OF EXIST I NG SERVICE L I NES. COORDI NATE RECONNECT I ON LOCATIONS \NITH CITYWATER UT I LITY. P I PE MATERIAL FOR SERVICES LARGER THAN 3" SHALL MADE US I NG DUCTILE IRON PIPE. PLAN 2 EX I ST I NG 12" VALVE TO REMA I N I N USE I I � EXIST I NG 12" WM 1 TO REMA I N I N USE e--- 1 : cd 8 CONNECTION DETAI L No. 1 Know what's below Call before you dig SCALE: NONE o l " " I I I I I I I I I I I I I PLAN 1 SCALE: 1 " - 30' Plymouth E . Jefferson Street Water Ma i n Improvements 30 30 30 0 • u � - - - ·s: REV I SIONS BID SET �2024 J•.-tirlwc,(cmEngin�cr�. Inc. 802We,1 Bruurl way StrecL P.O. Box 195 Loogooiee. lndinna 47553 DATE APRIL 2024 DESIGN M . M .S. DRAWN D.A.P. Q.C. CHECK S.D.B. PROJECT NUMBER 2021 045-01 8 8 OF 1 8 I Flt£ NUMBER I 41 940 Do Not Use Plan Previews for Take Off