REMOVE EXISTING ASPHALT DRIVE SURFACE AND PROVIDE 6" HMA SURFACE SAW CUT BOTH SIDES EALNI DM IPNRAOT EV I EDXEI S8 "T I# N5G3 SSTTOONNEE FDORRI V E GRAVEL DRIVE AREAS EXISTING SURFACE t<tn ----- ----------------- --- ----------------- -------------------------- ---------------- INSULATED #10 SINGLE S T RLAONCDACT EO PWPI ER RE ITNOIT1IA2"L ABBAOCVKEFIPLLIPE CROWN PIPE O.D.+12 HT OA USNPCRHI NI NGGL HI NAEN D T A M P E D BEDDING· 4" BELOW PIPE I CB N E L IT A D I S D A S I L N ] ! B G ( A , C C HL K A E F U A I N N LL C C S H O H IN U A G R L S L A E N B E SD A ND) TRENCH DETAIL FOR D.I. OR HOPE PIPE SUBJECTED TO VEHICULAR TRAFFIC NO SCALE NOTES• 1. EXISTING PAVEMENT IS TO BE SAW CUT FRO A CLEAN BREAK. 2. TRENCH SPOIL OS TO BE REMOVED FROM THE WORK SITE 3, 4 , NGERWA NSUULRAFRAFCI EL LTSOHBAEL LS LBOE PPERDOTVOI DME DA TWCIHT HEI XNI5S T' OI NFGPSAUVRE FDASCUER. F A C E MCEANINTECRH ADNRNI PELC HFRA ANMN EEL@CUETA CI NHTEON D ;!_�TY CHAIN (OPPOSITE END) \ /4ED VINYL GRIP _ r - - 1- - -- ---1R 1 E4 "MDOI VA AMBOLNEDKLEI FY TWCROEVNECRH •�- -DOOR REINFORCING LIFTING MECHANISM HOUSING AAURTMOAMNADT ICCOHVOELRDR- OEPL EEANS E ,URRAIFNATCOE GRADED ��- .· :d · aj�:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�U7� ACONDNTDRCAOINNG. ANCHOR • .. 4'-0" .., ' ,t�· ·--+--N• EW CONCRETE SLAB DOUBLE LEAF ACCESS DOOR EXISTING SURFACE A8 G" # G5R3 ECGOAMT PE ADCRTI EV DE GRAVEL ROAD REPLACEMENT SURFACE REPLACEMENT DETAILS NEW C.I. VALVE BOX TO GRADE -------,L--1, NEW BUTTERFLY VALVE ( I BOX ADAPTOR, ----�:lb!=.:o!¥'5i=dllJL "ADAPTOR INC." OR EQUAL VNAELWV E BAUCTTTUEARTFOL RY N E W( P LSAOCLEI DSBOLLOI DC KB LBOACS KE FBROOTMT OV MA LOV FE TBRAESNECTHO) > 0 0 BUTTERFLY VALVE SUPPORT DETAIL SCALE• NONE 6'-112 COMPACTED AGGREGATE / / _J u EXISTING GRADE \ ! 6'-#53 COMPACTED AGGREGATE COMPACTED SUBGRADE SCRAPED TD MAINTAIN DESIGN SLOPE .J.,,-,!. ' -::-:----�_-,.....,....,_----:;-_...,,.-.�,.,..,.. ....... � ,.,...,.::t"'"'"-,� - �. er.- ::--,--;-, --;-..,"""'! fa IN PREPARATIDN OF STONE 0 6,_0, GEDTEXTILE FABRIC REQUIRED UNDISTURBED SDIL VC AO LVVEER B O X GRADE 3 2 ' ' - -6 6 " " M M A IN X . . * ,---�,, �" rr�- - --- -_t-t_�Jn��� � / (<-=[lfJ 1=2 . tt� l =1='-[ _ J ! [ r--- - - 7 - "OPEN LEFT"OR ):--- 1 __ -j "OPEN RIGHT" rJ ,,.+.,---,c7 INDICATOR ALUMINUM ----J I I I I UJ VALVE BOX I �� i ii��==i- DUCTILE IRON WELDED SWTAESEHLEARL I G N M E N T 6" PIPE WELDED� 1 1 -Ii OPERATING NUT I 1--- -+''l' l.+--- + ½TVHA"ALL VENES S1 . D . S A- T 1 E 0 M 18 COLD ROLLED STEEL DUCTILE IRON SOCKET A¾T" ESATECHELEPNIDN ----._____: lf�g, SPOT WELD VALVE / S S E C T REW 12'-0' STONE ACCESS DRIVE DETAIL ND SCALE fzw ::;; "w GRASSED AREA SEEDING AND MULCHING DETAIL w - 0 w w a. 0 w w9z �0:: �0 :Cf>) C>f) w0:: AS REQUIRED BY WM-4 SECTION OF SPECIFICATIONS BACKFILL AS REQUIRED BY WM-3 SECTION OF SPECIFICATIONS CD :ww" :; - ; �----1 • • • 1---�--+- o:_,____________ L :_>.::: �- ::_ � _:_- J HAND OR MECHANICAL COMPACTED MATERIALS PLACED IN 6" LAYERS [ Bc+16"MIN. [� BEDDING: Bc/4 or 4" MIN. (IF ROCK IS ENCOUNTERED ALL BEDDING SHALL BE CLASS I OR II) W=MAX.ALLOWABLE TRENCH WIDTH FOR PIPE SHALL NOT TO EXCEED 30" FOR 4" THROUGH 8" PIPE, NOT TO EXCEED 36' FOR 8" THROUGH 12" PIPE. D=PIPE DIAMETER (INTERNAL) BC=PIPE DIAMETER (EXTERNAL) TO 12" OVER THE TOP OF PIPE APPLICATION BEDDING, HAUNCHING FINAL BACKFILL AND INITIAL BACKFILL GRASSED AREA CLASS I, II OR Ill MATERIAL SELECTED EXCAVATED PAVEMENT AREA OR ANY AREA SUBJECT TO VEHICULAR TRAFFIC (REFER TO WORKMANSHIP AND MATERIALS SPECIFICATIONS CLASS I OR II MATERIAL (REFER TO WORKMANSHIP AND MATERIALS SPECIFICATIONS MATERIAL COMPACTED GRANULAR MATERIAL TRENCH DETAIL FOR WATER MAIN INSTALLED IN OPEN TRENCH NOTES: 1. WORK FALLING UNDER THE JURISDICTION OF THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) SHALL UTILIZE COMPACTED GRANULAR BACKFILL MEETING B-BORROW CLASSlF!CATION FOR INITIAL AND FINAL BACKFILL WHERE THE CENTER LINE OF THE WATER MAIN IS WITHIN A 1 TO 1 SLOPE OF THE SHOULDER LINE OF THE PAVEMENT. 2. WORK NOT FALLING UNDER THE JURISDICTION OF THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) SHALL UTILIZE COMPACTED GRANULAR BACKFILL ANYWHERE WITHIN 5 FEET OF THE EDGE OF THE HARD (CONCRETE AND ASPHALT) PAVEMENTS TO THE CENTER LINE OF THE WATER MAIN. VALVE STEM EXTENSION IFFNIOTSRTTI AN1 LGJLO/FI VNI EATLLBDVE-EL EOKANCGOHA WS KAEYT � DRM . EEI . SGFTAI RTL TAUI I NGN GEB DWY TEI TOBHAP MAI PEI ERC OBH NYA , NUI INSC CEA LO FJ OAI N T STTAAPI NP LI NEGS SS LSET EE VE EL EXISTING MAIN \ EWXAI ST TEIRN GM1A I8N" D I . TAPPING VALVE EMBEAGAA ILRUOGN B. YI N C . NEW MAIN WET TAP CONNECTION TO EXISTING MAIN STONE BED B#S 4HE NRO TEWBANAS R B#S 4HE NOR TWE BANAS R STONE BEO •. ' IFNOSRT1A LJLOFI NI ETL DB E- LYOOKN GD A S K E T FITTING I VALVE EACH WAY >'. y�> . ,.,. � ' • VERTICAL • SEE SPECIFICATIONS HORIZONTAL TYPICAL THRUST BLOCK DETAIL TYPICAL DETAILS .-t .-t z ...I � ...I � w � 3: N z� ...I � ..., Q Cl. z 1-1 ..., 1-1 w co " z ::c � I- ::::, Cl:: � z ::r 0 3: IL 0 w 0 z � :>< I 1-1 :s 1-1 � z u 0 1-1 1-1 1-1 REVISIONS BID SET CC 2025 Mitlwestern Engineel's. Tnc. 802 We�t Broadway Stn:t"I P 0. Box 295 Loogome�. Indiana 47553 DATE APRIL 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C, CHECK N.A.K. PROJECT NUMBER 2024090-00 5 5 OF 29 I FlLE NUMBER I 44651 Do Not Use Plan Previews for Take Off
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