Midwestern Engineers, Inc. Plan Preview

CONTRACTOR TO REMOVE ENOUGH PIPE TO ADEQUATELY INSTALL NEW CONCRETE PLUG AND MECHANICAL JOINT CAP, THRUST BLOCKING AND WATERTIGHT SEAL INTO AND AROUND EXISTING PIPE -+----- H___ v_ A _ R _ IE _ s_, ABANDONED IN PLACE -0, r9-� I I tJ h� (ABANDONED IN PLACE) ¢:J tl_ = = Ij)tl , 0 , WI-- \ - - - -i : : ,, , ,, ---- � i CONCRETE THRUST BLOCKING SEE BLOCKING DETAIL _ .-- RESTRAINED I I 0 . END CAP 1-- 'ROMAC" - L ,d-- '- ALHPA XL OR EQUAL NEW PIPE CUT MUST BE -� - � - � - 1) SQUARED PRIOR TO ) INSTALLATION OF END CAP ---+,--c---;'---"f\H!l/· _-- _=s,,_ ENGINEER APPROVED REPLACEMENT MATERIAL ENGINEER APPROVED COMPACTED GRANULAR BACKFILL 6" N T SERVICE RESTORATION PER SPECS (SEE PAVEMENT RESTORATI ON DETAIL FOR AREA REPLACEMEN T) NEW CONCRETE CURB REPLACEMENT SCALE: NONE BELL RESTRAINT HARNESS JOINTRESTRAINT REQ'D PER TABLE IN SPEC'S BEYONDr-1TTING EACHWAY STONE BED ;• ,£•. #4 REBAR BENT AS SHOWN . � ·. . . . . . :• · .. . .. •....'·. STONE BED : . .. -; , ··.' VERTICAL FITIING WITH MECHANICAL JOINT - -� RESTRAINED TO PIPE BY USE OF A JOINT RESTRAINT #4 REBAR BENT AS SHOWN STONE BED "SEE SPECIFICATIONS ·, • BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYOND FITIING EACHWAY HORIZONTAL TYPICAL THRUST BLOCK DETAIL ' • , '-- EXISTING DUCTILE IRON PIPE CUT EDGE OF PIPE MUST BE 90 ° TO PIPE LAY PIPE ABANDONMENT DETAIL NO SCALE VALVE BOX COVER GRADE ALUMINUM ---! [ VALVE BOX WELDED STEEL ALIGNMENT WASHER 6" PIPE WELDED %" STEEL PIN -----c AT EACH END SPOTWELD VALVE ' SIZE "�� Y,,"LESS f--,"l'\---l THAN VALVE I.D. SET SCREW �I �I SET SCREW VALVE STEM EXTENSION TOP SOIL \ BACKFILL \\ LOW POINT b COMPACTED SUBGRADE 6" 3" 6" COMPACTED #53 STONE COMPACTED SUBGRADE 24" TYPICAL CONCRETE ROLL CURB AND GUTIER CURB DETAIL NO SCALE A-1018 COLD ROLLED STEEL STEM DUCTJLE IRON SOCKET "' <O NEW 1" TYPE K COPPER SERVICE LINE NEW CURB STOP, TYP. NEW 1" CORPORATION VALVE, TYP. NEW ARCH TYPE CURB BOX NEW 6" D,I. WATER MAIN CAST IRON COVER WITH TWO HOLES FOR METER MODULE NEW METER ENCLOSURE, SETTER AND METER BASE LEVELING BAR MIN. 12" LONG. TYP. \ ' I I I I TO 216 GILMORE ST. n- EXISTING SERVICE " " " NEW 1"EX. SER. COMPRESSION COUPLING. TYP. NEW 1" TYPE K COPPER SERVICE LINE """" u EXISTING SERVICE LINE GILMORE ST. WATER SERVICE CONNECTION DETAIL (SERVICE TAP, SERVICE METER SEDER DETAIL) TO 217 GILMORE ST. NEW 1" CORPORATION STOP NEW 1" SERVICE TAP NEW 6" WATER MAIN ' --•-- SCALE: NONE ' I _________ :,,( __ NEW ARCH TYPE CURB BOX NEW 1" TYPE K COPPER SERVICE LINE NEW METER ENCLOSURE, SETTER AND METER, TWO REQUIRED EXISTING GRADE � CAST IRON COVER WITH TWO HOLES FOR METER MODULE T"-,-'}_____________________\__ '�----&"�="'==.ace�------��----- NEW CURB STOP ASSEMBLY (LOCATE PER CITY WATER CO, RECOMMENDATIONS) NEW 1'' TYPE K COPPER SERVICE LINE SOLID 2" - 4" CONCRETE BLOCK SUPPORT REQ'D r'--- -- _u ..., PRECAST METER PIT SIZED FOR TWO METERS NEW 1" TYPE K COPPER SERVICE CONNECTION TO EXISTING RESIDENCE -�STONE BASE LEVELING BAR MIN. 12" LONG SECTION A-WATER SERVICE CONNECTION DETAIL PIPE ZONE NOTES: w � D � Be � HAUNCHING (Be\2) SCALE: NONE +,1l '{;ffa � � �� � �� � f"�}-- t-- - -BEDDING "° THE LARGER OF Be/4 OR 4" MAXIMUM ALLOWABLE TRENCH WIDTH FOR PIPE AS PER ASTM NOT TO EXCEED FOUR (4) FEET FOR 6" THROUGH 24" PIPE NOR SIX (6) FEET FOR 27" THROUGH 48" PIPE PIPE DIAMETER (INTERNAL) PIPE DIAMETER (EXTERNAL) 1 COMPACTED BEDDING STOPS AT SPRING-LINE OF THE PIPE. BACKFILLING ABOVE THIS POINT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND AS REQUIRED HERE IN. 2. WHEN CLASS I MATERIAL IS USED FOR BEDDING, COMPACTION MAY BE ACCOMPLISHED BY HAND OR MECHANICAL TAMPING. 3. WHEN CLASS II MATERIAL IS USED FOR BEDDING, COMPACTION SHALL BE ACCOMPLISHED ONLY BY HAND OR MECHANICAL TAMPING TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. WATER MAIN PIPE BEDDING DETAIL FOR: NOT SUBJECTED TO VEIDCULAR TRAFFIC NO SCALE EXISTING SURFACE SURFACE RESTORATION STRUCTURAL BACKFILL TYPE Ill REQ'D Be 6" MIN. (REF. INDOT SPECIFICATIONS) PIPE ZONE SOIL OF HAND OR MECHANICALLY TAMPED STRUCTURAL BACKFILL, B-BORROW OR EQUAL, PLACED IN 6" LAYERS TO 12" OVER THE TOP OF PIPE. W � MAXIMUM ALLOWABLE TRENCH WIDTH FOR PIPE AS PER ASTM NOT TO EXCEED FOUR (4) FEET FOR 6" THROUGH 24" PIPE SIX (6) FEET FOR 27" THROUGH 48" PIPE D � PIPE DIAMETER (INTERNAL) Be � PIPE DIAMETER (EXTERNAL) STANDARD METHOD NOTES: 1 COMPACTED BEDDING STOPS AT SPRING-LINE OF THE PIPE. , BACKFILLING ABOVE THIS POINT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND AS REQUIRED HERE IN. WATER MAIN PIPE BEDDING DETAIL FOR: SUBJECTED TO VEHICULAR TRAFFIC NO SCALE Miscellaneous Details 3 • - REVISIONS BID SET C2024 Midw<:Slern Engineers. Inc. 302w�.sl BroaJwav Stret'l P.O. Box 295 Loo�ootcc. lndim1:, 4755J DATE APRIL 2024 DESIGN M,M,S. DRAWN D,A.P, Q.C. CHECK S.D.B. PROJECT NUMBER 2021045-01 1 1 11 OF 18 FILE NUMBER 41938A Do Not Use Plan Previews for Take Off