Midwestern Engineers, Inc. Plan Preview

Ii--.......--.,,- -�--------------';r-------- / / / �' , ... / / / / / / /' ,>'P / / .,./ ! / I I I / / / / / / / / / "" /I .. ( I .,. / / PROPOSED TRANSFORMER AND VAULT (SEE ELECTR I CAL SHEETS FOR DETAIL) )' "" ) � I .. P_ R_ O_P_ O_ S_ E_ D_ E_ L_ E _ C _ TR_ I _ C _ A _ L-B'-U - I L- D- I N- G.. \ \ I ( (SEE SHEET FOR DETAIL) \ \ \ \ I \ ,_. EL. 748.00 CONC. PAD EL. 747.50 J,...-,-1 EL. 748.00 , �i_,,__,� \ '°I f1 I / 7.--_u" "-- "'"' � � ": ' \ \ I \ I 111 I I ii / 1 EL 746.50 / ' I .- S I _ N _ G [l- M - A - N - GATE �,j' \� \i\ t �\t\'£ � � 1 I V I I '1 :: i\, '\ \" 1 II EL. 747.42 ) \ \ ' 1 . \ \ \ \ I , I I 1 1 SCALE: 1• ,., 10' ( i 6" CONC. SLAB w/ 6"x6" \ \ \ : \ 10/10 WW.F. AND \ \ \ ' _ !5 \ 10 1 TH I CKENED PER I METER \ I \ \ \ \ l \ ����7N���:(TYP.) \ \ \ \ � \ \ \ \ \ ;: SEE DETA I L TH I S SHEET \ \ \ \ \ \ \ \ \ I I : : ) EX I ST I NG SANITARY I I \ \ \ ' I '1 ' 1 \ 1 \ SEWER MANHOLE \ l: 1 \ \ I \ 1 \ \ \ \ -==---- \ I I \ \ \ \ \ \ I --==----\ \ I ' \ I \ ;;l � � \ -----::=.:==�.:1:--.1._-1 ..\.. i L � '£ � � i \ \ \ _\_\_\-t "' ,==\===lf = =�=\ = 1::_ ' ' \ \\\\\\ \ \ \ \\\ \\\\\\ \ \ \ \\ 1 \\\\\1 \ \\ 1\\I\\ I \\· \\\\\\\ \ I I \ ( EL. 748 00 CONG. PAD EL 747 50 CONG PAD EL. 747.50 ' \ \ \ 1 \\1\ I I I I I ) I I \ ' I I , I I ROUND ENO& CORNER POST OPTIONAL CORNER ARM RAIL TIE 96" -, •: . TURNBUCKLE 42 " � TENSION BAR I EL 748 00 CONC. PAD EL. 747.50 PROPOSED STANDBY GENERATOR (SEE ELECTRICAL SHEET FOR DETA I L) STONE AT FENCE L I NE EL. TO MATCH EX I ST I NG (ALL LOCAT I ONS) ( 'i ! I I � I I EL 748.00 CONG. PAD EL. 747.50 / \ \ I I I � ,! ' / CHAIN LINK FABRIC, TOP SELVAGE TWISTED (3) STRANDS OF BARBED WIRE, EA. CONSISTING OF 2 STRAND LINE WIRE w/ 4 PT BARBS 1.66" [42.2MM] (1%") O.D. BRACE RAIL ROUND END& CORNER POST 1.66" [42.2MM] {1%") O.D. BRACE RAIL #9 GAUGE WIRE MESH FABRIC 45 ° 8/W ARM LINE POST (ROUND OR "C") 96" TENSION WIRE LINE POST TIE TRUSS ROD BOTIOM , ,1, , SELVAGE�� 42" --1..NrL 42" I '. I '• I f::::{ � 1 I I•. 11 I J I T'- ,,.I •IL• 1 42" 108" 135" -1= L'_ 1_ · _ · _� ___ 10'-0" MAX SPACING KNUCKLED� r·�- 1 1 .. •J I ; J ,>� 96" ' \ \ \ \ \ I I \ I I I I I I I I I I I I I 1 I \ -..__ ' PROPOSED ASPHALT DRIVE (SEE SHEET 23-25 FOR DETA I L) I I I I I \ I I I I I I I I No. 53 STONE BACKFILL� I � OR No. 8 STONE BACKF I LL J \ I I I I / J I CHAIN L I NK FENC I NG I I I I BLACK V I NYL COATED I I \ --�-'·---� 11///// 1 I I I : I I I I \ 1 11\ 1 1 I I 1111 1 11 1 I 1 1\\\\ ( 111\\\\' 15' DOUBLE GATE \ \ I I 'i \ \ \ \ \ \ I I i I I I I \ \ \ \\ I I I \ I I i \. .. I I \ \ \ I I I ) (L) OPENING/PER PLAN >--------- _ _ ____, #9 GAUGE WIRE MESH FABRIC FACE-TO-FACE ALL JOINTS WELDED TO MAKE A SOLID FRAME POST TOP FULCRUM LATCH r I 2" 0 I • 11 I I , J I ! I I ., I I I 54" I 'I I • I I . II ·I I ·1 I . I TENSION BAR (TYP. 4 SIDES) w/ STRIKE STRAP -DROP BAR �TRUSS ROD (TYP. 2 SIDES) I • I I I • J I ! I . I I I 54 I O I I • I E GATE POST 2" SQ GATE FRAME (TYP. 4 SIDES) 3" -f- 12" _j_--------- CONC TYPICAL __,,.----- I .. .' · I I • f J �u I _ r-1--- --_J 3 " l-24 --1 I I I • I 3" 1··lJ It L I · II ·I I ·1 I • I I I I • I 3· t_·_lJ.� -'---- ·� l-24·--I SWING GATE SECTION ELEVATION l-24·-I FENCE SECTION ELEVATION - ROUND END POSTS CHAIN LINK FENCE & GATE DETAILS NOT TO SCALE E 08'' LIFT STATION ACCESS DRIVE 10· ---------- --+ -�-2· -�-1 ----3· I 1.50% D 1.50% 1.50% 30 ° SAFETY 30 ° SAFETY LEDGE F B LEDGE TYPICAL SECTION 10' LIFT STATION ACCESS SCALE: DRIVE 7:2"=1'-0" 1.50% E D r - 3 · 3· 1 . 11 10' -------------+-�-- 3'1 ,ofi> ;,.,\II� "IX(cu-,-J 1.50% 1.50% 30 ° SAFETY LEDGE B TYPICAL SECTION 10' LIFT STATION ACCESS DRIVE SCALE: Y2"= 1 '-0" 36"- ""' �" ,6 1"--r--- #9 GA MESH UGE WIRE FABRIC irPADLOCK& CHAIN JM)I 6" - #53 OR #8 COMPACTED STONE ,t'hv EDGE � ,,. . � •,I,: '. . ' , . .. ' I 11 • I I _"-�) f � I I . 11 1 . • I I L ., 1I ' I I , � U • I L.:._.,,____J ' . ' I • I ' I [ . .. . I I I. I • I L • I 42" 1 . . 11• 'J 1 .. •JI J l�u ,I LJ._ _.,_J 3 ·�24· --1 4,000 PSI CONCRETE WITH BXB--J,1:-,'"i . •����� 10/10 WNM MINIMUM 6" --� . THICKNESS 6" - #53 OR #8 COMPACTED STONE E 3 · 1 . 11 "IX (fe[l l J BASE BID 0 HMA FOR DRIVEWAY CONSISTING OF THE FOLLOWING: 165#/SY (JS') HMA SURFACE, TYPE B, OVER 440#/SY (4") HMA BASE, TYPE B, TOPPED WITH A TACK COAT ® 6" COMPACTED No. 53 AGGREGATE BASE 0 SUBGRADE TREATMENT TYPE III PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF THE LATEST VERSION OF INDOT STANDARD SPECIFICATIONS ® 6" COMPACTED No. 8 STONE SHOULDER 0 MULCHED SEEDING 0 6" COMPACTED No. 2 AGGREGATE WITH GEO-TEXTILE FABRIC UNDERLAYMENT NOTE: �EE PAVEMENT RESTORATION NOTES THIS SHEET FOR ADDITIONAL DETAILS 2. CONTRACTOR TO PROVIDE CONTROL JOINTS IN CONCRETE PAD. MIN 18' 0 C BOTH D!RECTIONS SINGLE MAN GATE ELEVATION CONCRETE DRIVE DETAIL NO SCALE PROPOSED LIFT STATION SITE PLAN REVISIONS BID SET C !024 Mictwcstcrn Enginccn;. Inc. 802 Wc,;l Broadway Stf<'el P.O. Box 295 Loogoowc. lndi:,na 475.'i3 DAIT JULY 2024 DESIGN S.M.S. ORAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2023083-00 2 1 21 or 26 I FlLE """BER 44306 I Do Not Use Plan Previews for Take Off