" /:, �' w w" �.•• >�cw �q ' a" - Si� 1� t � l: o ! � �� Q c:-11 -wQ" � .... "" z/'; :N �" u ;I "'� � �� □ ' r< - Q ,,,y � "� i£<, c. REMOTE SENSOR INSTALLED LID WITH D RILLED OPENING 13 3/16" r::= Plan grade ==:::,, -� NOTES: 1. Protective cover shall be constructed prior to running heavy equipment FH RI GAHM SE TARNEDN CG OT HV EPRO LS YE PT RFOL PU YS LHE Original ground line over installed pipes. The minimum covers are listed below: a.) 1.5' for Be :5 18" WITH GROUND SURFACE .----,---- --_:::,,---iF-B--i-------- HOPE PIT WITH REINFORCE RI WITH NOTCHES FOR SERVI E LINE ANGLE DUAL CHECK VAL 20" FOR 5/8" & )4" METERS 24" FOR )" METERS z "' N COMPACTED CLAY OR L OAM FILL AROUND PIT ANGLE BALL VALVE 1" CTS C F L 2- 00 (Ml'lcj--- - � OR 1" & ¾" INLET SETTERS U NLESS OTHERWISE SPECIFIED CORP ST . OF-' - ---, WITH INSERT STIFFENER METER YOKE WILie-� EXT END THRU WALL BRACING WITH ¾" COPPER r--+---�-1 EYE ¾" x 1" INCREASER MAIN----10 DUAL PURPOSE OUTL ET CONNECTION MET ER COPPER SETTER WI R ESSURE REDUCING VALVE. SETTER SUPPORT 16" LONG EE SPECIFICATIONS FOR TYPE SCH. 80 RIGID PVC PIPE, BRACE½" DIA r ND ACCESSORIES TYPICAL M E T ER & BOX SETT ING -NEOPRENE RUBBER END SEAL WITH S.S. BANDS BY CASCADE OR EQUAL 6' - 1O'TYPI CAL - TINO SPA CERS I. BETWEEN . I \ PLACED AT EACH SPACERS OTFYPOIF CASING CAL) I I '- - - -� � - - � CASINGPIPJ -NYL ON CABLE TIES FOR T RACER WIRE, MIN. 2 PER PIPE I - NOTE SADDLES REQUIRED ON ALL MAIN S PER SPECIFICATIONS 2' FROM BELL EN D - � - ( \_ CARRIER PIPE TRACER WIRE � STAINLESS STEEL CASING SPACER WITH POLYMER RUNNERS BY CASCADE OR EQUAL TYPICAL CASING SPACERS AND END SEALS DETAIL OPEN CUT M IN. 12'- 0" STATE HMIIGNGH�WAAq;YfQ \TY ROAD 3'-0" 2'-0" AS DETAILED ON PLANS USE 6" OF No. 53 AG 2" CROW ROLLED EACH 2" SUBGRADE 2'0 1 1 L:::::::: Li 1 3 1 : N z ;; " h HALL B E AI NED JOINT PIPE THE CASING AND MAI NS R ESTR SWHI TAHL ILN EACH END EXTEND 3' BEYOND - I PAVEMENT I I z "' I L STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED OPEN CUT MI N. 12' O" STATE HMIIGHWAY N. 2'-0" COUNTY ROAD < FINISHED CROSS SECTION ACCESS ROAD ROADWAY BORING SECTION MATCH EXISTING PAVEMENT SECTION OR A MI NIMUM OF 4½" OF INDOT BITUMINOUS BI NDER AND A 1½" OF INDOT BITUMINOUS SURFACE COURSE FOR COUNTY ROADS AN D IN ACCORDANCE WITH CURRENT I NDOT REQUIREMENTS G EOTEXTILE, IF REQUIRED {I N STATE HIGHWAY R.O.W) w . (L ii: 00 TRENCH IN ACCORDANCE WITH OSHA REGULATIONS 24" MIN. TYP. 12" PIPE 12" MIN. O.D. MIN. CONTRACTOR TO SAW CUT EX ISTING PAVEMENT TO E NSURE A CLEAN EDGE I EXISTING PAVEMENT I EXISTING BASE , . , , 1// '/ /,, Z" /. 12" MIN. TYP. -1 \ I I EXISTING COMPACTED AGG REGATE UN DISTURBED SUBGRAOE MI N. 8" COMPACTED INDOT No. 53 CRU SHED STONE B (IN A STATE HIGHWAY R.O.W) CKFILL WITH GRADE "B" B ORROW GRANULAR BACKFILL (I N TOWN STREET AREAS) OR {I N COUNTY ROAD AREAS) BE D WITH GRADE "8" BORROW G RANULAR BACKFILL TO MID H EIGHT OF PIPE TYPICAL ASPHALT ROAD RESTORATION DETAIL 8" COMPACTED No 53 CRUSHED STONE DRIVE : � al .ow :";;'; :>O : ' , . w (L ii: 00 1/ TRENCH I N ACCORDANCE WITH OSHA REGULATIONS 12" PIPE 12" MI N O.D. MIN. \ EXISTING STONE DRIVE / EXISTING COMPACTED AGG REGATE U NDISTURBED SUBGRADE BACKFILL WITH G RADE "8" B ORROW GRANULAR BACKFILL COMPACTED IN 8" LIFTS �-BED WITH GRADE "8" BORROW GRANULAR BACKFILL TO MID H EIGHT OF PIPE TYPICAL STONE ROAD AND DRIVE SURFACE RESTORATION DETAIL 1:12 slope Tly'.p:(.Lt,\ Sb tarcukcfti lul raes orre qf l uo iwr eadb l e w (typ.) ISECTION C-C Compacted earth backfill Geotextile if required 1:12 slope re Plan grade :=::::,, ___ ._ Original ground line Compacted earth backfill 1:12 slope "' w (typ.) � \ 1:12 slope cb..)) 43''ffoorr B18" < Be .:5 54" e > 54" @ cpF uoa rrvbebsma, cepknaf tivl . le Spd euser hpSootusalednsed, rapsr ,ad vo Der drsai sdwhei onwugal dEl kes7r sa1, r5ec- uBprKrbeFsLs, e- 1ann0t .df os ri dpeawv ae lmk se na tr el i mc oi tnss iwd eh reend 3 . FTt hlhoeewf mal obiwnl eai mbo !rue ms ot rreusnctctr uau rsceet umbr aee cnbkt faislclhksaf hil ll lablal enbd2e tfeht n. ec Iaef sn nec dea csbee ysmsceaonr myt , pst hah cae tl le2 bd: 1e e msal root phdei bf i bae ecd tkwtf oi lel .e n maintain the minimum 2 ft encasement. LEGEND Rock tine T yp. t�R;!,!f�-=tl"'-- Geotextile if required H, = B, A = = = T, = = OOvveerraallll ddiiaammeetteerr oorr sripsaen(typ.) 81"2"mmini.nf. ofrorfilflilhl ehiegihgthtleosfs 1t6h'aonr1m6'ore Trench cover depth over pipe Sb tarcukcfti lul raes orre qf l uo iwr eadb l e J_ O.!OHc__J Structure backfill A w E = 0.3 Be or 9", whichever is greater Encasement SECTION C-C ROCK FOUNDATION La = Backfill length measured from toe to toe of the 2:1 slopes. Geotextile if required Original ground line Compacted earth backfill � 2:1 slope (typ.) At rpepa trmo perni att e( t yepn.d) �--- low_ L I a 1�1 I Sb tarcukcf ti lut raes or re qf l uo iwr eadb l e ELEVATION #4 BARS CONTINUOUS T OP & BOTTOM .--,,-=,.+--,,,-6x61i}:, 0 W.W.M. , . -+--'fio DRAINAGE GATE L£'C,J--� #4 BARS CONTINUOUS -� 8" � SECTION ..... PLAN HEADWALL DETAIL : o"' w� 0 :";;'; >O'. co w . (L ii: 00 TRENCH IN ACCORDANCE WITH OSHA REGULATIONS 12" PIP E 12" MI N. 0.0. MIN. SEED AND MULCH COVER {A S SPECIFIED) 6" TOP SOIL __'. I I I -� UNDISTURBED MATERIAL E B X ACKFILL WITH CAVATED MATERIAL, COMPA CT AS REQUIRED BY TH E SPECIFICATIONS BA CKFILL WITH GRADE "8" BORROW GR ANULAR BACKFILL T O 6" ABOVE TOP OF PIPE BE D WITH GRADE "B" B ORROW GRANULAR B ACKFILL TO MID H EIGHT OF PIPE TYPICAL GRASS AREA (ROCK EXCAVATION) SURFACE RESTORATION DETAIL INDIANA DEPARTMENT OF TRANSPORTATION OriCgionmalpgarcotuedndealinrteh backfill PIPE BACKFILL METHOD 2 NEW OR EXISTING DRIVE : Ii 0 "' w0 :";;'; >O'. co SEPTEMBER 2008 STANDARD DRAWING NO. E 715-BKFL-06 /s/ P,jc/iaraL o/anCfeave 09/02/08 DESIGN STANDARDS ENGINEER DATE /s/:Mark}!, :Mi{fer 09/02/08 CHIEF HIGHWAY ENGINEER DATE DESIGN STANDARDS ENGINEER NOTE: CO NTRACTOR SHALL BE REQUIRED TO PROVIDE PHOTOGRAPHS OF THE FIEL D TILE REPAIR (80TH PRIOR TO AND AFTER REPAIR) PRIOR TO EARTH L OAM BACKFILL. THE CONTRACTOR SHALL PROVIDE A LABELED 3-RING BI NDER CONTAINING THE REQUIRED PHOTOGRAPHS. EACH PHOTOGRAPH SHALL BE PROPERLY LABELED WITH THE PROPER STATIONING, SIZE OF TILE REPA IR, DATE OF REPAIR AND PROPERTY OWNER. EXISTING FI ELD TILE ADAPTER INSTALLED EACH SIDE OF FIELD TILE REPAIR -.U'--1-_JJI- - - - - 2' MIN. WATER MAI EARTH LOAM BACKFILL PIPE SAME SIZE A S CUT FIELD TILE 2' MIN #53 STONE BACKFILL U NDER PIPE EXISTING FI ELD TILE FIELD TILE REPAIR DETAIL SEED AND MULCH COVER {A S SPECIFIED) 6" T OP SOIL �\_ UNDISTURBED MATERIAL -J----- -���������------BACKFILL WITH EARTHEN FILL / EX CAVATED MATERIAL, COMPACT AS REQUIRED BY THE SPECIFICATIONS w (L ii: 00 , +--------f<���:({(, "'+-------,=:>2:4==""'\== TRENCH IN ACCORDANCE WITH OSHA REGULATIONS 12" P!PE 12" MI N. O.D. MIN TYPICAL GRASS AREA (NO ROCK EXCAVATION) SURFACE RESTORATION DETAIL TYPICAL DETAIL SHEET • - REVISIONS BID SET C 2025 !>·lidwc.,lem Eng_in��rs. Inc. 802 West Bro,.,lway Street P.O. Box 295 Loogootee. Indiana 47553 DAT£ JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. a.c. CHECK E.K.P PROJECT NUMBER 2022043-04 14 14 OF 14 I FlLE NUMBER 44626 I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2