Midwestern Engineers, Inc. Plan Preview

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R -, B = ""' +48.6 +70.1 25.0' 25.0' +73 END CU R B +51.0 20.0' r--- Sto e STA 7+14 PR-A =STA50+00 S-6-A N:1019392.31 r \fi/ilson / 7-09-35-216-001.000- Q,3 r-S ca T 7 A�7 ---, +6 '"' 6�� -a:' >- "'I ' W (I) jw � <( z __J X UJ E 2899372.31 PERM EASEMENT • " r -'------- � ---ICLASS I DRIVE / WIDTH: 22' TEMP EASEMENT "- SPECIAL NOTES LEGEND SN1- INSTALL NEW 6" CONC R ETE CU R B AND GUTTE R SN2 - INSTALL NEW CONCRETE SIDEWALK SN3 - RELOCATE EX. FIRE HYDRANT AND 6" GATE VALVE SN4 - RELOCATE EX. WATER METER SN5 - RELOCATE EX.WATER VALVE SN6 - R ELOCATE EX. SIGN SN?- ADJUST CASTING TO GRADE SN8- ADJUST VALVE BOX TO G R ADE SN9- ADJUST EX. WATER METER BOX TO GRADE SN10 REMOVE EX. STRUCTURE SN11 R EMOVE EX. STO R M PIPE AND APPE R TENANCES SN12 - R EMOVE EX. TREE SN13 - R EMOVE EX. BUSH/B R USH/LANDSCAPING SN14 - REMOVE EX. CURB SN15 - REMOVE EX. SIDEWALK SN16 - EX. WATE R MAIN TO BE R ELOCATED AND ABANDONED IN PLACE SN17 - EX. UTILITY POLE TO BE R ELOCATED BY OTHE R S SN18 EX. GAS MAIN TO BE RELOCATED BY OTHERS SN19 - EX. GAS METE R TO BE R ELOCATED BY OTHE R S SN20 - CUT AND CAP EX. PIPE SN21 - INSTALL NEW CONC R ETE D R IVE APP R OACH SN22 - INSTALL A LINE STOP AND CAP EX MAIN SN23 - INSTALL A NEW GATE VALVE SN24 CONNECT EX. WATE R SE R VICE LINE TO NEW MAIN 44 43· 43 - 42 - 42 cl ·� 41 w 41 ! 40 ·' . --� - - - ' 40 39 39 m ,-_ N "' � - ,._: ,-_ "' "' 0 0 0 0 " " " " 6+00 6+50 D EX, ASPHALT I I � EX. ASPHALT fO BE R �MOVED c:J EX. CONC R ET f � P R OP CONC R ETE s1DkWALK -· •- ' t-= + - f--- ' l 1-- ' - ' .. ' ---i -+ -'- --l-- - - � U;;!'Ef � - - -< - . t-- ·- "' cri 0 " -- +- f--- _J- ---f: l 4G "' -'P <( � -"( -it: -tv-C/)f - .J ro � © - .c - - ,_ �S_NlalO ' - .. - -; -t- ' t-- i--- - t- - - t - ' 0 "' cri 0 " 7+00 "- " ' " • -1- f C T ' f f i _j_ t + t . _, ' t -1- t 4 i + ! t E t -1- -1- _j_ j ' ' ' ,. --. ·- -· � ,.. ... C ----- -· - � ·- ' T E t E - . ' t- -+ � E ,- E ,-_ - "' M 0 " cri m m m 0 0 0 0 " " " " 7+50 8+00 TEMP EASEMENT STA:8+08 CLASS I DRIVE STA·8+55 +20-� CLASS I DRIVE 30.0 WIDTH· 14' 7 BEGIN +47.6 ' 25.0' 7 END +50.1 / � 20.0' PERM EASEMENT House ➔ I I STA 49+50 I Begin Construction Line S-7-A N.1019547.19,: • E:2899427.13 ii r;i I I I .j PVI STA: 8+33.98 � &-80c0> ' ' -- - N "' - 0 0 - " - " 8+50 I I (") co + 0 Taylor 87-09-35-208-008.000-003 ' 0 0 '+ 0) STA:9+12 CLASS I DRIVE WIDTH· 21' . / / �,.,,,..,,-'r,;s';;';="'v / ' Stephens 87-09-35-208-007.000-003 L TEMP EASEMENT H use INSTALL A NEW 4" C900 DR-18 WATER MAIN WITH T R ACE R WI R E I 0 / " FORREST AVENUE 1--­ w w er I- "F (I) ,___ :;; ' __J (I) w w I- z - n:: __J 0 I (I) - --QJ <:l; ' � · ' ·= . . ro "S-<v- __ffi (D C-� Cf) lr-:...i Kl ! 2 u � ' ' ,-- . -• ' I I I I I - -- - -:Z::============ === - - 35• STA 8+70 PR-A )"".L.,:>.., =STA 50+00 S-7-A N 1019549.07 ',--;?-.-,.JE2899377.17 C Castle ,--'"'-ad.--------{17-09-26-400-138.000-003 X UJ INSTALL A NEW 3" PVC SDR-17 CL. 250 WATER MAIN WITH TRACER WIRE SN20 CONNECT NEW 3" WATER MAIN TO EX. 1 ½" WATER MAIN WITH A3"X3"X3" DRY TAP TEE AND TWO 3" GATE VALVES STATIC PRESSURE 66 PSI +82 BEGIN CU R B PR-A - ··"'I - eKO:EG.8- -o:• ' ' ' :53% ' ' ' -- - 0 � . . . . a. - - · - ' ' ' "7'\P-.• siami;i::s -e - ' ' -- - ' " ' "' "' N M "' "' - N N -- - " - " - " " 9+00 9+50 ' -- 0 0 + 0 � " VincentlChappell 87-09-35-215-058.000-003 STA:10+03 CLASS I DRIVE WIDTH: 21' TEMP EASEMENT --_,�_ :__x_ �L +11.4 / ,,. 25.0' ' I , TEMP EASEMENT Castle 87-09-26-400-134.000-003 ;; X STA0+85.24 UJ " End Construction S-8-A N 1019794 80 E 2899351.27 / I 1 +0p/ I - Ir' SN4 INSTALL NEW CU R B / RAMP REFER TO DETAILf--+-t­/ ON SHEET 18 / Sellers 87-09-26-400-1�1000-003 /r 0+00 0 0 + � " +02 END ,,,,, I I I I I CONNECT TO EX. 4" WATER MAIN WITH A 4" WET TAP TEE AND 4" GATE VALVE. STATIC PRESSURE 64 PSI I ��=,_"-.,1:Ss' Tfi Ai"1f1j; +C';7ii]s 9 BEGIN CLASS I . DRIVE WIDTH: 21' " INSTALL NEW CURB R AMP R EFER TO DETAIL ON SHEET 18 +30 BEGIN -...... , • " 1 1 CURB •---•--- ,J_, --- , ___ •--- --- CURB S" ,,,,,,.,,.. Q'. ',/ ,,---rj " j <( , l ;, I Q'. / xi Burdette 87-09-26-400-124.000-003 • PVI STA: 9+95.22 - 1 l(G• 80 c f - ' t 7 --t- - � 1 � --+- - ' . r- ' ," .. ' ' - ' ' - .. - ' - r - =,- I + .l . .-L- t- t ' +- + � "' 0 0 " " - " - " 10+00 STA 0+08 Begin Construction Line S-8-A N:1019792.62 E:2899428 67 ' - - ' - --+ ill ID 70 0 -- - - - I- -- ::) z z - __J __J � PVI STA: 11+15.41 PVI ELEV: 418.23 C ro "'- .. - tn- ci5 -� + C �-ti) ,- (I) I ,- f-2->-:�ru - - - " " " •-- REFER TO STORM SEWER PLAN AND PROFILE ON SHEET 15 40 - 35 ' . ID 30 0 ? ID © 25 iID �---+- -ui Cf) 'j; ,-� - -c1;c -, � . - --· M ui - " ro -i.� 2 -3: 6 - 3.69 9 /o I - - - - --� 1:=t ' __j_ - N "' ui - " 10+50 ➔ ' i--- -.±- . - ' ' T ' ' ' ·- ' I ·~ -+j ti � "' " "' ,._: � - " - " 11+00 ....2-1 ' - ·T . ' ' - " M m oi - " - " 11+50 y, - "' 0 N " . 20 15 10 05 00 395 390 8l ci N " 12+00 HORIZ SCALE:1"=20' VERT. SCALE:1"=10' PLAN AND PROFILE - LINE PR-A REVISIONS BID SET C 2023 Mi(h,,e_,tem E11gim,._,r.;, Jnc. 802 Wes! 13roa,lw:1y Stn:ct P.O. Box 29.5 Loogoo1cc. lndi,,nu 47553 OATE JUNE 2023 DESIGN CWR DRAWN DRK Q.C. CHECK PROJECT NUMBER 2021012-04 9 9 OF 27 I FIL.£ NUMBER I 43230 Do Not Use Plan Previews for Take Off

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