Midwestern Engineers, Inc. Plan Preview

f'< ' ' FILL VOID AREA w/ COMPACTED N GRANULAR MATER I AL BETWEEN N THRUST BLOCK I NG AND � N UND I STURBED NAT I VE SOIL. N ENOUGH EX I ST I NG WATER MAIN 1ml TO BE REMOVED TO INSTALL - NEW 12" CUTIING-!N SLEEVE AND M.J BEND N EX I ST I NG 12" WATER MA I N - TO BE ABANDONED I N PLACE 'bJ EX I ST I NG 12" WATER MAIN TO BE REMOVED FOR NEW WATER MA I N I NSTALLAT I ON NEW CONCRETE PLUG REQU I RED REFER � TO P I PE ABANDONMENT DETA I L SHT. 10 NEW CONCRETE THRUST BLOCK. SEE DETA I L SHT No.10 �NEW END CAP REFER TO DETA I L SHT'S No.9 & 10 � � PIPE ABANDONMENT DETAIL 01---- - - - -� V SCALE: NONE GOLDEN GATE HOMES LLC 503-293-103-329-000-019 POWELL, I ! I I WILEYG. JR & ROBERT J. 503-293-103-332-000-019 EX I ST I NG 12" WATER MA I N == = W . LAPORTE ST. -======== W LAPORTE ST. ' (ASP HALT) !HYD166 r E - X - I S_ T _ I _ N _ G _ V _ A _ L _ V _ E _ , TY-P - I C_ A_ LJ------1 (ASPHAL1) ___==:::::::: - --=::::::::::::= ========== =--­ ===== --==---- - - ---- --- , ----,-, --- - , I --== --=--====- --==- -- - -::::::::====--- --- - \ I I I I I I I -- &e - - -- ,-�- I I I I I I I I I I I I -- --- ======= == == ==== 41 -,::,- \ \ \ I I I I I I I I I I I I I CONG. STEP S HABITAT FOR HUMANITY OF MARSHALL COUNTY 503-293-103-332-000-019 I Commercial Building 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 I I I I I I I I I I I I I II I I I - \I I I I I I I I I I \ ,- I \ VJ I \ I 1 t I \ :g I I "" I \� \ � \ � \ � \ <: I�. , I ' \ ' I I I )> \,g. I I � I ,g'\ ir< \�. \ \' I I I ;I ! Z \3 \ \ I I l I ii ; S ( I I I I I I .'ll\ ..., \ I I I I I I I \ � I I I I I j _______ _l \ I I 11 ---- _ J.._L ---- -- ---'""'"�..::-::-, I I � ____ .J. ----- ------- ----, 1 \ J7V014 " \ " \ " \ " \ " \ ,---,­ \ I I I I I I I I I I I I I I I I I I I I I I I L' -- - L ,- -- - I I I I I I \_ -- ­ I I I TO BE ABANDONED I N PLACE. >--1 REMOVE AS NEC'Y TO COMPLETE I NSTALLAT I ON \ I E-O H£-OHE4:�:o;.e:�-- --- -- ---------- ]--- -- - o H[-OH / � ---- -- 1- I \ -oH E- o H E =-::..- oHE � \ !;! "' --- \ \ --- I a I -- --- - w - w -- w -w\ \ w J \ \ "'; --7 \ I I \ \ " I \ \\ � \ d\ � I I I REFER TO SHEET 4 --- --- - - Gf::NERAL NOTES: 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 iHE 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. 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 STAINLESSSTEEL INSERTSTIFFENER, IN ACCORDANCE WITH PLASTIC PIPE INSTITUTE {PPI) RECOMMENDATIONS TO NEUTRALIZE POINT - LOADING AND LOSS OF GASKET SEAL DUE TO CONTRACTION. 5. REPRESENTATIVES OF THE WATER UTILITY WILL 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 PROPERTY OWNER OR THE WATER UTILITY TO IDENTIFY THE POINT WHERE NEW WATER SERVICE TUBINGWILL 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 SERV!CE 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. LEGEND 8(- DETA I L REFERENCE KEY I NDICATOR 0 - NEW ASPHALT SURFACE REPLACEMENT REQUIRED @J - NEW STONE SURFACE REPLACEMENT REQUIRED @ - EXISTING ASPHALT PAVEMENT [==J - DASHED L I NE I ND I CATES COMPACTED FILL REQU I RED [�ij - INDICATES LIMITS OF STONE REPLACEMENT HATCH INDICATES LIMITS OF ISSS:J- REQU I RED COMPACTED GRANULAR F I LL , . . �,;;. e �;' - NEW CONCRETE THRUST BLOCK REQUIRED "•r< µ - EXISTING UTILITY POLE, TYP I CAL " ,{° - EX I ST I NG GUY ANCHOR, TYPICAL ,, )::l - EXISTING LIGHT POLE, TYP I CAL p -O' - EX I STING POWER POLE, TYPICAL --- w�w w _ �- -= - -"-- '-.J<-- --\ \ I I \ 1P1Ee / ornwrn1 1 I - ------� - -- - - I I o/ \ \ \\ / I i EX I ST I NG 12" WATER MA I N \ \ / I TO REMAIN I N SERV I CE / ,s \ \ \ v J -- ---- - - --, " ::_tn I " ,. z " w I ll i,,., I I I I HABITAT FOR HUMANITY OF MARSHALL COUNTY 503- 293-103-332-000-019 I ;; I 1 �In I O I i 1 � \ \ / \ I \ NEW 12" CONNECT I ON TO 01"' I f /f \ \ \ EXIST I NG 12" WATER MA I N ! I ! I \ / " I I I It I �-\ I ;:'. (PRIVATE DRIVE) u ' APP PL - - - - - \ i 1 I ii � \9 (ASPHALT) \ � L---------- \ I I /f � 1 1 { \ ,: \� J '?\ If \ I :, It I r I - .� \ I / II \ � I I I -- - - A.' A. GERRARD, KEITH I J'- yra--- --r.- 503-293-103-348-000-019 -� \ 0 1 IN : EX I ST I NG 12" WATER MA I N I ""'tn I " r :: .:! :,,:i I :f. 11 rJ) n ..., I " . 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D --- - --- \ I I V I .r I w w w � .. -- ------ - - --fP-- -- ---1--------··-- - ---- - - ----- - - - - -- -AITh--�-:- 1'- �-=-'_7�_'\f?�: f:" ., -- -l _ - - 1 - � - - I� o��I . ��;,:::· �:�:':"""""""" r �,�:;,::,- =� = = =! = = ==-- -=;. - -- - -- - - -- - -EP--::cc��'"""'"�:;;.� A '0r�� 2 i I • , - s ------ ' ·17-Q.'!Y..�'' � ), ' i _ll_ M024 i i- - .._ i , 1 / fo\ f,)�Vi \��-" i j/ / ' I - I 'X\1 , .., ;.., '' 1 i 1 1 ; ------ • 1 / � \'.. '\Z1' Y/ ,I I 1 - NEW YORK CENTRAL LINES LLC :f(l i " u. , J!o' : i - -LR.A R 503-293-103-670-000-019 I S;§ 1- ·�1e ',,t:i / I i i -·.._1gbt-OH 1 v. I M 1 ro , � r,O 1 __,' / I I -� I� \\'5> I �\ I ,�< 1,1 ;2 "' f I I --------1 - 23 j i E . ')� .�1. r.' i I NEW YORK CENTRAL LINES LLC r- _ , a c \& ffl 7 i rt. ; ,� ' 503-293-103-575-001-019 ' - . / I ....., (IJ \\ l"O fil ,, I ' i - - - / (f) (f) • \ U)I ,,, ���()AD l ! I ---- - --- - / / iij± Jj ]\ ',\,, ------� I f - l --...___-----+--..._; T'' J> • ! �--.:..:."2_CK I I 0�) I ' > ' I I 1-- f-- w w w � � "' z z u. >< w x w x w x w w�0 Q. I-­I ('.) 0 S. WALNUT ST. WATER MAIN IMPROVEMENT SCALE: 1" = 30' a 30 0 30 30 NEW 8" GATE VALVE AND BOX NEW 12"x8" PExPE REDUCER REQ'D NEW 12" D. I . P I PE1--- -� TRACE W I RE 1---� FURN I SH AND I NSTALL NEW 12" M.J. BENDS AND P I P I NG AS NEC'Y TO COMPLETE CONNECT I ON TO EX I STING WATER MA I N NEW 12" M.J. CUTT I NG - I N SLEEVE EX I STING 12" WATER MA I N TO REMA I N I N USE EXIST I NG 8" D L WATER MA I N TO REMA I N IN SERV I CE EXIST I NG 12" WATER MA I N TO BE ABANDONED I N PLACE REFER TO SHT. No.6 FOR CONTINUAT I ON NEW CUTT I NG- I N CONNECT I ON TO EX I ST I NG 8" WATER MA I N. REFER TO DETA I L BELOW EXIST I NG ALUM I NUM HANDRAIL NEW END CAP (REFER TO SHT 9) r"' I 1 '-- ___ __,EX I ST I NG 8" D.J. WATER I I MA I N TO REMA I N I N SERV I CE I I � NEW M J CAP REQU I RED I;; I I I CUT, CAP AND BLOCK EX I ST I NG I I 8" WATER MA I N AND BRANCH I I OF EX I ST I NG 8" TEE I I B ,Z� ' EXIST I NG 8" WATER TO BE ABANDONED IN PLACE CONNECT TO EX I STING 8" WATER MA I N W I TH NEW 8"x8" 0 LM J TEE AND NEW 8" M J. CUTT I NG - I N SLEEVE. IT ______ E3___ --- >-' 12"W �------ ------- NOTE A I � 7/z- /7"/·/7"7j"Jf- - ?'-/7'7'";t":;'.;;;']7"/-//,L,._/+,L . m - - /,L/ . / - �+,L _ o Know what's below Call before you dig. EX I ST I NG 12" GATE VALVE TO BE REMOVED AND RETURNED TO OWNER I NSTALL NEW 8" D L P I PE AFTER REMOV I NG EX I STING VALVE No. J7V025 ENOUGH EX I ST I NG WATER MA I N TO BE REMOVED TO I NSTALL NEW 12" CUTT I NG- I N SLEEVE 1--- -�l'------+----,i'� AND M.J. BEND AS I NDICATED F I LL VO I D AREA w/ COMPACTED GRANULAR MATER I AL BETWEEN THRUST BLOCK I NG AND UND I STURBED 1----� NATIVE SOIL. (2 LOCAT I ONS) [,II__.{ I I I I I• I I I EX I ST I NG 12" WATER MAIN TO BE ABANDONED I N PLACE I EXIST I NG 8" D.L WATER MA I N I I I CUT, CAP AND PERMANENTLY "- - --lSEAL EX I ST. WATER MA I N P I PE. REFER TO P I PE ABANDONMENT DETA I L SHEET No 10 I I b . J NOTE A' NEW 45 ° D.I.M.J BEND (OR AS REQ'D TO MEET ELEVATION ADJUSTMENT) 2 S. CENTER STREET CUT-IN CONNECTION DETAIL SCALE: NONE Plymouth - S. Walnut Street Water Main Improvements • - Cf) I- z w 2 w 0 D'.'. I0.. I- 2 :::> 20 �� Cf) >- >- __JCf) 0.. z LL0 - 0 I- :J >- I- (_) Cf) 0 O'.'. w REVISIONS "' z z >- 0 u �� "' I g -; �-� ii ti" u ' " 1 � "C il "' 0 ij :& '" ,, ., X .;. ;:l BID SET @2024 /,.-!i(lw, , sccm Engineer,,Inc. 802 WeslB ro,Hlwav Sm,et P.O. B<.l/; 295 Loogootee. lnclit'"" -t7553 OAIT APRIL 2024 DESIGN M.M.S. DRAWN D.A.P. O.C. CHECK S.D.B. PROJECT NUMBER 2021045-01 5 5 OF 18 I Flt£ NUMBER I 41943 Do Not Use Plan Previews for Take Off