Midwestern Engineers, Inc. Plan Preview

0 �- 0 o' 0 0 � 0 w " t<\I "j � N � � Cl '-�u Q r/.:.:� w -----· � o-1� � • <'!� •• t:: ,.... lo) .,., gi < ��B � Q�U... .i -� 05 �� ., �o 8li e:::-, 85 ,_ � ,. -� �� DIFFERENCE IN REDUCER NOMINAL SIZE 2" 4" 6" 8" 12" 'A' RESTRAINED JOINT LENGTH 44'-0" 83'-0" 117'-0" 153'-0" 228'-0" 'A' DEAD END PLUG NOTE: TABLE VALUES BASED UPON A 4' MINIMUM BURY, GRANULAR BACKFILL, TYPE 2 LAYING CONDITION 150 psig TEST PRESSURE AND A 2:1 FACTOR OF SAFETY FOR POLY WRAPPED DUCTILE IRON OR PVC PIPE. 'A' NOTES: FITTINGS TO BE RESTRAINED WITH EBAA IRON MEGA-LUG SERIES 1000 OR 2000 PV OR APPROVED EQUAL FOR DUCTILE IRON OR PVC WATER MAIN, RESPECTIVELY. 2. DUCTILE IRON PIPE SHALL BE RESTRAINED WITH EBAA IRON, INC. SERIES 1100 AT MECHANICAL JOINTS, ANO SERIES 1700 AT PIPE BELLS. 3. PVC PIPE SHALL BE RESTRAINED WITH EBM IRON, INC. SERIES 2000 AT MECHANICAL JOINTS, ANO SERIES 1600 OR 2800 AT PIPE BELLS. 4 TO STABILIZE THE JOINTS AT TEES, THE CONTRACTOR SHALL PROVIDE RESTRAINT DEVICES ON BOTH RUN JOINTS OF ALL TEES. FULL LENGTHS OF PIPE SHOULD BE USED AT TEES. ' A' ' A' ' A' 'A' 'A' ' A' 'A' ' A' 'A' BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'O PER TABLE IN SPEC'S BEYOND FITTING EACH WAY MIN. PER TABLE IN SPEC'S STONE BED A" FITTING WITH MECHANICAL JOINT RESTRAINED TO PIPE BY USE OF MEGA-LUG JOINT RESTRAINT, , « OR EQUAL /, ?-:� . � " MIN. PER TABLE BENT AS SHOWN � �'-( z; JOINT RESTRAINT REQ D PER TABLE IN SPEC'S BEYOND FITTING EACH WAY g o • 45• 22 1/2" BRANCH FOR DEAD END FITTING TAPPING PLUG OR 45 ° VERTICAL 22 1/2" 45 ° VERTICAL VERTICAL 22 1/2 ° VERTICAL #4 REBAR BENT AS SHOWN 135" SIZE HORIZ. HORIZ. HORIZ . SLEEVE OR IN-LINE DOWNWARD BEND BEND BEND TEE VALVE BEND 4" 31'-0" 13'-0" 6'-0" 54'-0" 54'-0" 34'-0" 6" 45'-0" 19'-0" 9'-0" 77'-0" 77'-0" 49'-0" 8" 58'-0" 24'-0" 12'-0" 101'-0" 101'-0" 64'-0" 12'' 83'-0" 34'-0" 17'-0" 146'-0" 146'-0" 93'-0" 14" 96'-0" 40'-0" 19'-0" 169'-0" 169'-0" 107'-0" 16" 108'-0" 45'-0" 21'-0" 191'-0" 191'-0" 121'-0" REDUCER TEE 90 ° BEND RESTRAINED JOINT FITTING DETAILS NO SCALE RESTORATION AS REQUIRED. )?0>,>,Y, A/ �v��- IDENTIFICATIONM/ARNING UTILITY MARKER TAPE 12" MINIMUM WIDTH _ , � I 1.25 (O.D.) + 12" I CLEAN SAND HAND �t----J::::;:= 0 ;::·::: D =. ==t-�--J� TAMPED OR WALKED�-� ' ·� . � - ' , . � (SEE SPECIFICATIONS) � �·t:c---::t�:=�j""i:::::::(_ O.D-18 (4" MIN.) f�<;,� �«� "'-%/0«.,X« "-11/.(-(/,0 ,«_1/)v.«/ :'.K/2<7/,,-u - , BACKFILL - FULL DEPTH GRANULAR BACKFILL (#8 CRUSHED STONE) UNDER STREET, DRIVES, OR SIDEWALKS COMPACTED TO 95% MODIFIED PROCTOR IN 6 LIFTS #12 GAUGE COPPER TRACER WIRE W/ HMW-HDPE INSULATION 3" MIN. (BELOW BELL) CLEAN SAND BEDDING {TYPICAL) PIPE NOTES: 1. CONTRACTOR TO BE RESPONSIBLE FOR ALL FULL DEPTH GRANULAR BACKFILL REQUIRED WITH THE PIPE, MANHOLE & APPURTENANCES INSTALLATION 2. IDENTIFICATION/WARNING UTILITY MARKER TAPE SHALL BE INSTALLED 12-18" ABOVE PROPOSED FORCE MAIN OR DIRECTLY UNDER PAVEMENT BASE IN PAVED AREAS. TYPICAL TRENCH AND PIPE BEDDING DETAIL FOR SANITARY FORCE MAIN NO SCALE 7, 1- "'7( #8 CRUSHED STONE 0< FRACTURED FACE '• AGGREGATE HAND TAMPED TO 12" ABOVE PIPE CROWN RESTORATION AS REQUIRED. 12" MINIMUM WIDTH 1.25 (0.D . ) + 12" O.D. BACKFILL - FULL DEPTH GRANULAR BACKFILL (#8 CRUSHED STONE) UNDER OR WITHIN 5' OF STREET OR DRIVES COMPACTED TO 95% MODIFIED PROCTOR IN 6" LIFTS #8 CRUSHED STONE FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED, PER SPECIFICATIONS 3" MIN. (BELOW BELL) SEWER NOTES: 1. CONTRACTOR TO BE RESPONSIBLE FOR ALL FULL DEPTH GRANULAR BACKFILL REQUIRED WITH THE PIPE, MANHOLE & APPURTENANCES INSTALLATION. TYPICAL SEWER TRENCH AND PIPE BEDDING DETAIL NO SCALE (L) OPENING/PER PLAN 1 ------- --------j FACE-TO-FACE ROUND END & CORNER POST \ POST TOP \ \ OPTIONAL CORNER ARM CHAIN LINK FABRIC, TOP SELVAGE TWISTED 3 STRAND I ) s OF BARBED WI RE EA. CONSISTING OF 2 STRANO LINE WIRE wl 4 PT BARBS ' r 1 66" [42 2MM) (1'/4") / O.D. BRACE RAIL CORNER ROUND END & POST 2¼"- POST TOP #9 GAUGE WIRE MESH FABRIC ALL JOINTS WELDED TO MAKE A SOLID FRAME FULCRUM LATCH w/ STRIKE STRAP . I I . ' DOWNWARD UPWARD BENO BEND 17'-0" 24'-0" 31'-0" 44'-0" 51'-0" 58'-0" 13'-0" 19'-0" 24'-0" 34'-0" 40'-0" 45'-0" DIAMETER OF PIPE ' ' ;- b ;- ' I RAIL TIE_/ '"' -45 ° B/W ARM -GATE POST 96" 1.66" [42.2MM] (1%") 0.D. BRACE RAIL ING � #9 GAUGE W MESH FABRI t E � XSs:' ( TENSION WIRE ' -LINE POST (ROUND OR "C") � <:$? N' , -LINE POST TIE ' ' ,____, (X >O Y', .,.,, - j .. · : t, . .. ..: ' ADJUSTABLE BOTTOM 1 · I l I 42" � TRUSS ROD SELVAGE� 42" • "<O ' I I I I l I I.,· �42" I · j=ru·, I i• I 1-• . . I • III 1=:= '�--tf -·---�-· ,_' __ T _ E _ N _ s_ , o: o �: , � MAX SPACING __ K _ N _ u_c_ K _ L _ E _ □ _l - 1 . . .:L .; _:J _I ' '. . · , / I. . I I I • I 3" -l��-�j� CONC. TYPICAL�- :": I > I I I I ·1 1 4 I I I I I 1---· '!J r • 1 I I . I �· 108 96" 135" 42" - .l..._ �---·---"--'- FENCE SECTION ELEVATION - ROUND END POSTS 3'' J I I -24" --i 84" r I 2" 54" • I I . � ' • I • I I I "I ' I Q . I • I I I I I " I ., II I 3" 1� I! I r ! L....J I - '-----�---'=t l-24-I TENSION BAR (TYP. 4 SIDES) -DROP BAR (TYP. 2 SIDES) I I • I • I I I I � I "., I 'I I ' I I I I , I 54" 1 I I I "I I �I I I .l � I I I I I I " I 2" SQ GATE FRAME (TYP. 4 SIDES) I Q I I 3" _[__s=t=f �24"-1 SWING GATE SECTION ELEVATION CHAIN LINK FENCE & GATE DETAILS NOT TO SCALE 08" UPWARD BENO 6 ' -0" 9'-0" 12'-0" 17'-0" 19'-0" 21'-0" "' • ' ... STONE BED VERTICAL STONE BED • SEE SPECIFICATIONS HORIZONTAL TYPICAL THRUST BLOCK DETAIL NOT TO SCALE in () ' • " , � ---------CAST-IN-PLA HEADWALL w CE CONCRETE / #4 BARS c.e.w. SPACED 6" o. • " q " , I , " " ' 1 �- " . I " " , _, - - ' ' ,T t =I 11 1 " ' I _--I - k 1'-8" SECTION NEENAH SERIES R-5050 SF12 0 DRAINAGE PROVED EQUAL SERIES AUT GATE OR AP - I I - I- I NEENAH SERIES R-5050 SF12 SERIES AUTO DRAINAGE GATE OR APPROVED EQUAL CAST-IN-PLACE CONCRETE HEADWALL w/ #4 BARS SPACED 6" o.c.e.w. -'-------"'--------1---------l------1----"/ > 1'-0" 1' · 0" 1'- o· 1'-0" V DIAMETER OF PIPE PLAN UNDERDRAIN OUTLET HEADWALL DETAIL SCALE, 3" � 1 '-0" -36"- �� l. '-1 1• .. I I I 1-<1 I I •. II I I 1 · I • I . ., Al I I t I ·II I . I I I • ' I · I I · ." I ·'."1 I I . I I I - c...,· ., .I __---4.....____J ,-� y I I • I . f- .. __ t---.....___#9 GA MESH UGE WIRE FABRIC r PADLOCK & CHAIN v ., I '• I II / I. 00 w ii' 0: wz >­ o"' o Nu. �0 w 0 VALVE BOX ON FOUR (4) SOLID COMMON BRICKS , , ,, , , ,, 1 1 11-c---.'\\ , , , , ,, GRADE CAST IRON ADJUSTABLE VALVE BOX <m+-- -+ll+ --NO. 12 AWG, USE-2, RHW-2, OR RHH 1 1 SOLID COPPER WIRE WITH 45 mil. :: POLYETHYLENE INSULATION SUITABLE I I FOR DIRECT BURIAL ,, !/ SCREW TYPE I/ VALVE BOX , , , , , , ,, , , EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH BOX SHALL NOT REST ON PIPE. ,, , , , , ,.....,.....,..., ,, I ' . I TRACER WIRE -�� - - FORCE MAIN SINGLE MAN GATE ELEVATION . MECHANICAL JOINTS TO CONFORM TO AWWA GIii CONCRETE SUPPORT PLUG VALVE AND BOX NOT TO SCALE TYPICAL DETAILS REVISIONS BID SET <l:l 2023 �1idwestcni Engineer,,, Inc. 802 Wes;t Broadway S1reet l'.O. Box 295 Loogoo1ce. Indiana 47553 OAIT SEPT. 2023 DESIGN R.D.W. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2022111-00 9 9 OF 23 FlLE NUMBER 43314 Do Not Use Plan Previews for Take Off