Midwestern Engineers, Inc. Plan Preview

0 z � � Cl ' " � t ' " "'-I w < .. � 0 ial ' ,5 cz $8 ,w - ' �3 ON �- CT,� ON · o o � ,a� ow -" £� �8 z� 0 oo �· Cl y 0 "J ;;;; ,::_ ci � <c MIN TRENCH 1 1 - 11 1 1 •.• --=-1 11 > .; . '• ;-- . ,- ... . MATCH EXISTING PAVEMENT SURFACE CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT BASE ',.,' - 1 1 I l�'SUBGRADE , , I ,. DIA (in) WIDTH (in) TRENCH IN -I' ·'. i' ,, ACCORDANCE WITH OSHA REGULATIONS MIN. 9" CONCRETE FLUSH WITH EXISTING SURFACE 12 15 18 24 30 36 42 48 60 30 34 39 48 56 64 72 80 96 • • • • • • • • • ' - co BACKFILL WITH IN.D.O.T. No.8 CRUSHED STONE IN TOWN STREET AREAS BED WITH IN.D.O.T. No.8 CRUSHED STONE BACKFILL TO HAUNCH LINE ' PER TRENCH WIDTH CHART TYPICAL PIPE BEDDING IN STREET DETAIL NOTTO SCALE - • N •• PLAN • • • • INSTALL SQUARE CONCRETE COLLAR AROUND NEW FRAME 1 2" I I �-m:l� �-W,-'l/,_'flll,_IJ//!,-1//J!,-7/IJ.-'l/ /l, _'l/l,_1/! 1!,- '/ l/l,_ � _ !!l: __mmm__ l=[ SECTION CONCRETE COLLAR FOR STORM MANHOLE NOT TO SCALE MATCH FRAME HEIGHl BLACK VINYL ROUND END & CORNER POST BLACK VINYL POST TOP r CHAIN LINK FABRIC, ROUND END & TOP SELVAGE CORNER P OS ,_ • 4 • Wl � �E p _ _ - RAIL TIE _j 45· B/W ARM \_ 1.66" [42.2M M] #9 GAUGE WIRE \ I/ BLACK VINYL LINE (1 5/8") OD MESH FABRIC 9 w/Bl.ACK VINYL POST (ROUND OR TOP RAIL " C " ) / 1.66" [42.2MM] ( 1 5/8") OD BRACE RAIL 48" V NOTE: PIPE TO BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS TRENCH IN ACCORDANCE WITH OSHA REGULATIONS DIA in 12 15 18 24 30 36 42 48 60 MIN TRENCH WIDTH in 3D 34 39 48 56 64 72 80 96 TRENCH WIDTH PAVEMENT REPAIR PER STREET CROSSING DETAIL WHERE REQ'D TAMPED EARTH FILL MATERIAL IN GRASS AREAS OR PER STREET CROSSING DETAIL IN PAVED OR STONE AREAS BED WITH IN.D.O.T. No. 8 CRUSHED STONE BACKFILL TO 1' ABOVE PIPE HDPE (CORR. EXT. SMOOTH INT.) PIPE TYPICAL TRENCH DETAIL PLAN VIEW Pay I�"�'h NOTTO SCALE ·1 �nrl ..ction Conere<,• Computed le11gU, or ouh·ert- of eulsert + " SLOPE DETAIL TABLE OF DIMENSIONS Diao,c\cr SECTION Y-Y r Riprop lo be ploeed un .,irle slOI"' ��on 8Mwn / on plans. - ' - ' - I I 1�-"� ;� r- l C.C I 0 �- .. ,,_ �;I ,- ,t - Ton:uc end on inlet end. :I. j ' 1• C Groo•erl end on oullel end. -l h Ciaos A concrete_./ :: �-· LONGITUDINAL SECTION �� A 112"' C to c I Clo"" A concrete"°"' max. spacing SECTION A-A Concrete Pij>e 1'oc A"cho,· DU .. ' • C D E (min.) {ti") (tl"") (ti") (tr·) ' " R2 APPROX. " ' 5" 1·-a lt-2 M � ! 5 " , 1 · r_ M ,_, ,_, " �t · w r, 6"-2 M 21" ,, .. ll"' ,.. " ,. �4" ,. ' " '" 6"-3 4·-0 � · 3\"" l'-1 M " 4"-6 " ioi•· " !.ii 12e-- 11'" " 15� " " 12'" 2.l l6i•• " " wt· 14" ,. in;·· H J!'" Wf.lGHT, lb. = "00 "00 moo '""" 2100 l�DIAN� DEPARntD"T OF TRUISPORHTION PRECAST CONCRETE END SECTION >IAY 1!)[16 S1'A�DARD DHU1r- . -G r-.-o. E 715-PCES--OJ � , L-30"- �t l'-2 1·-10 a·-a 5·-0 ,. !8�"" w· �100 I\ � '' \ ; f �TURNBUCKLE \_ ADJUSTABLE . TENSION BAR TRUSS ROD 1 .. ,, . ;_ . TENSION I\. :E POST TIE ? WIRE ,____ 93" ; - - ...,, ij,_ i ¼ • , .. l�ICONC.TYPICAL /ff) • . 1 Q' -Q'" MAX SPACING ' . FENCE S ECTION ELEVATION - ROUND ENO POSTS CHAIN LINK FENCE DETAIL SET R..USH wmr PROPOSED GRADE PROPOSED GRAD REINSTALL lNrERNA Cll!MNEY SEAL AFl'ER ADJUSTMENT NOT TO SCALE ADD OR REMOVE CONCRETE RINGS AS NECESSARY FOR ADJUSTMENT. If' ADJUSTMENT !SNOT AVAILABLE WIT]! RINGS.TIJE CON"J l lA . CrOR SHALL REMOVE Tl !E CONE SE(7"10N OFTf lE MANHOLE AND INSTALL A NEW BARREL SECTION TO GJI.-\DF .. 20" MIN. MANHOLE ADJUSTMENT DETAIL 11or rosc,uE SET FLUSH \VITII PROPOSED GRADE PROPOSED GRADE VALVE ADJUST VALVf. BOX AS NECESSARY VALVE STEl'vl EXTENSION ,\ND GUTrER CONCRETE CURB \ I ' � I � � � • . • • . • � l1-l"l!A"INl::L SIGN POST / '" "'"'" v\DE ------.l"" SC'l lEDULh40 SIGN Sll!'l'ORT.FILL WI r1 I NON-SIIRL'IK GRmrr VALVE BOX ADJUSTMENT SIGN POST DETAIL NOT TO SCALE NOTTO SCALE �· af"" j'-;J :r-o W -3 �--6 �· , .. 1·-� " ' 6' 3 (\'-0 ,, z::ii•· 17/!" ·� 3.4 24ii"" 20'" -� 4D Min.;---j or \o R/W I -:r! n D = Outside Diameter of Structure C 2 0 MINIMUM RIPRAP APRON DIMENSIONS N.T.S. C.I FRAME & COVER SET FLUSH WITH PROPOSED GRADE PROPOSED GRADE ADD OR REMOVE PVC PIPING AS NECESSARY FOR ADJUSTMENT EXlST1NG SERVlCE LINE ANCHOR LUGS P V C.PIT EXISTING METER SElTING METER BOX ADJUSTMENT DETAIL NOT TO SCALE R1" WATERPROOFING STRIP , � y '-. .. ".; � ' /1/;): 1/({!/' /<';;/>��): • WAT ERPROOFING STRIP "" / / ,, <" / COATED DOWEL INSTALL FERNCO ADAPTERS AT CONNECTIONS CONTRACTOR TO EXTEND LENGTH OF RELOCATION />S NEEDED TO MAINTAIN EXISTING GRAVITY FLOW INTO TI,E EXISTING SEWER EXISTING StwER UNE TO BE ABANDONED IN PLACE AND REMOVED WHERE NECESSARY /i rn '""'"" srne, sewrns PROPOSED """" INSTALL frTTlNGS "5 NEEDED NOMINAL SEWER SIZE ,· , 0 - ,,. ,,. rn" ,,. 2 < " ,,- ,,- ,,. ,e " 39" .,. INSTAU. FERNCO ADAPTERS AT CONNECTIONS MINIMUM SLOPE IN FEET PER 100 FEET 0.40 0.28 0.22 0.15 0.12 0.10 0.08 0.067 0.058 0.052 0.046 0.041 0.037 EXISTING SEWER MAIN OR SERVICE UNE =---��-'-'-<-, IF NECESSARY, PROVIDE NEW SERVICE WYE OR ALL APPURTENANCES NECESSARY TO CONNECT BACK fO EXISTING SEWER MAIN SEWER LATERAL RELOCATION DETAIL (TYP.) NOT TO SCALE P.V.C. PIPE SAME SIZE AS CUT SEWER TILE EARTH LOAM BACKflLL FERNCO ADAPTER (OR EQUAL) FERNCO ADAP T ER �- ,:;,,. ------ -, '--('--O_ R EQUAL) EXISTING SEWER LINE 2'MTN. 2' MlN. EXISTING SEWER LINE #53 STONE BACKFILL UNDER P.Y.C.PIPE PROPOSED STORM DRAJN SEWER LINE REPAIR DETAIL NOT TO SCALE 7 '-5" j 5 "] -, (X) I IX_ 7 ·.b,.·: ". 2·,1,· ' co j ... '. . . . 1 " • • N • I ,. • 1 " • - . �- • • . , .. .. .. • KEY CUT ALTERNATING BARS PREMOLDED FILLER l_ ... • • . :r. .. .. • �. .. • VERTICAL CONTROL JOINT SCALE.11/2"=1'-0" VERTICAL EXPANSION JOINT SCALE.11/2"=1'-0" 2'-0" 6" CONCRETE CURB AND GUTTER DETAIL NOT TO SCALE l--2'---l -- - - -6'------ 1/2" PREFORMED JOINT FILLER 1 " C A 1.5% -, . .. . 1 ' ,. • ¼"/1' SLOPE 3:7 . �- • • ' .. #4 REBAR : .; · ..... tx: r . l_ • • • . .. . .. .. • : .. .. '"'. .. B TYPICAL SIDEWALK SECTION WITH CONCRETE CURB DEPRESSED CONCRETE CURB AND GUTTER DETAIL SCALE.·1/2" = 1'-0" SLOPED NOT TO SCALE 0 6 FT. WIDE X 4 IN. THICK CONCRETE SIDEWALK WITH FIBER MESH REINFORCEMENT ® 6 IN. COMPACTED AGGREGATE FOR BASE, TYPE "O", NO 53 @) CONCRETE CURB (BARRIER) ONLY WHERE SPECIFIED ON PLANS @) 6 IN THICK CONCRETE DRIVE WITH FIBER MESH REINFORCEMENT .. ., • .,·· :/ 1 1 E.O.P. 20" ., , ·•.. -�· � l; 1 .. ,- �. · .�: .. . -� .. >--------6'-------' 50:1 MAX SIDEWALK SLOPE 6"MIN. [_ MAX GRADE 2% UP OR6% DOWN ----------10· MAX GRADE 14% UP OR6% DOWN EXISTING DRIVE � MAX GRADE 15% UP I OR 14% DOWN SCALE: I"= 1 '-0" SAW CUT EXISTING P AVEMENT D ' . • • .. . • 4 B TYPICAL DRIVE SECTION WITHOUT UTILITY STRIP SCALE:1/2" = 1 '-0" .. ... - I- z .,, 0 I- .,, z- w> :E 2i WO > I- � ....:i 0 Iii: • � < I- D. .,, >g "! I- :E Iii: .,, z 2S CJ w:::, 0 CJ :I: g 0 ;;; � ... i:o u N :ii: :ii: l,.l,,, "' �111:�0 u "' � ... ;;,-. Ill W t""" "' o!I :::, - I- ffi u w> wci: Iii: I-I- .,, "'w Iii: Iii: 0 REVISIONS BID SET C 2023 Midwe.stcrn Engineers. !nc. 302 Wes! Broadway Street P.O. Box 295 Looi:001ee.Indiana 475.'\3 DATE JUNE 2023 DESIGN CWR DRAWN DRK Q.C. CHECK PROJECT NUMBER 2021012-04 1 9 19 OF FllE NUMBER 43220 27 I Do Not Use Plan Previews for Take Off