Midwestern Engineers, Inc. Plan Preview

/ / / / / f 7 '� ' '" "' " 1 J1i l ( EL 746!;0 '- "� "' " " \ \ \ \ I I 1 / I / ,.,, / / / / ., / ! / / / / > .. /I / / / .,../ .. I ../ \ ...> I I \ \ I \ r I I I PROPOSED TRANSFORMER AND VAULT (SEE ELECTRICAL SHEETS FOR DETAIL) ( \ \ I \ \ I \ \ ( I PROPOSED STANDBY GENERATOR (SEE ELECTRICAL SHEETS FOR DETAIL) -- I I I STONE AT FENCE LINE EL TO MATCH EXISTING (ALL LOCATIONS) ;, ' " J EL. 748 00 CONG PAD EL 747 50 • •/ <, EL 748.00 d CONC PAD EL. 747.50 I ! \ i I I I I I I � • ., � >! I / ROUND END& CORNER POST CHAIN LINK FABRIC, TOP SELVAGE TWISTED (3) STRANDS OF BARBED WlRE, EA. CONSISTING OF 2 STRAND LINE WIRE w/ 4 PT BARBS 1.66" [42.2MM] (1%") 0.0. BRACE RAIL ROUND END& CORNER POST 135" 96 " I . OPTIONAL CORNER ARM RAIL TIE 1.66 " [42.2MM] (1%") 0 D. BRACE RAIL TURNBUCKLE ADJUSTABLE #9 GAUGE WIRE MESH FABRIC r TENSION WIRE �-++----'---\ 45 ° B/W ARM LINE POST (ROUND OR "C") LINE POST TIE 96" 135" TRUSS ROD BOTIOM --1.-N,--l­ SELVAGE �"'r-r- 42 ' " KNUCKLED Lu�-' 4 L_ _ � TENSION BAR i.== L-1�·-�---- ,. 10"-0" MAX SPACING------, --1.-N,--l- 42· I '. . I ·,• I -1--r-TW j l • . J 1 · . I J i - - . • ·IL; · I 42" 3" _j_ 1 2 "�CDNC.TYPICAL� . .· 11• · I J FENCE SECTION ELEVATION - ROUND END POSTS I ,JI } �u l _ _r-1- .__ _., J 3 · l-24 _j 108" ,........,.. > .-'- --> -l --> -l -l a;:, 1 1 11 ' SINGLE MAN GATE � � � � � � 'ii � , f ! i \ \ \ \ \ \ I \ 'I:: I I /' I I I I I "' �� · 747.42 ) \, \ 1 \ \ \ \ \ SCALE, 1" • 10' i [ 6" CONG. SLAB w/ 6"x6" \ \ ' -=� \ 11 10/10 W.W.F. AND \ \ \ !f' \ 10 : : THICKENED PERIMETER ' \ \ \ I \ \ \ \ \ 1 1 w/ 2#5 REBAR \ ') \ \ \ \ : : CONTINUOUS (TYP.) I I I \ \ '1 " SEE DETAIL THIS SHEET I I \ I \ I \ ' I I \ / EXISTING SANITARY \ \ \ \ I \ \ \ '1 SE WER MANHOLE 1 11 \\\\ \ I I\\ \ ss ' = ===-� = = =-- - - \ I I I I \ \ \ I \ \ \ I \ - --- = = =::::·---.l. I I \ l_ , i cl ,; � � -----�-:r .\ \ \ <£1 0 .\> .t> \ \ 1 - , = -� ::< ::\_\ : :�::::::::---l_ \ I,\ "' .---�,...,-, \ I \ I \ \ \ ---- 1 = =t:1::;_, " \ \ \\\\\ \ \ \\\ \ \ \ � \ I \ \ \ \ \ \ \\\\\1 ,\\ \ \ \ \ \ PROPOSED CONCRETE PAD I \ (SEE DETAIL THIS SHEET) \ 1 \ \ \ 1 ' I \ \ \ \ EL. 747.25 \ \ I \ I I ' 1 I \ 1 1 1\11 1 1 I \\ I I I, I I I I i I I I I I I I I .--- ---I -.... , ....._., I / PROPOSED ASPHALT DRIVE (SEE SHEET 23 -25 FOR DETAIL) I / I I I I I I I I I .. � - � - .- � 3 - o . - s s T· � - � - i .._ N B- t · � · : ·" � .J � � i , '- L .. L 1 1 I I \ \ \ I I i I ) I \ CHAIN LINK FENCING I I I I BLACK VINYL COATED I I I I I I I I I .--,....- _ __, \ i I I : I i I I 1 1 \ 1111 1 111\1\1 1 \ 1 1 11\\ I \ \ I ! I ) I 1 1 1 \ \ \ 1 * / I I \ \ I \ \ \ \ E >� \ \ I I I I \ I I \ \ \\ c___ 96 " \ I I (L) OPENING/PER PLAN ,____ _ _ - -----, FACE-TO-FACE #9 GAUGE WIRE MESH FABRIC ALL JOINTS WELDED TO MAKE A SOLID FRAME POST TOP FULCRUM LATCH r'· I • I I I I • J I � I I • II I 5 4 · I • 1 I • I L I II -· I I '.1 I • I I I • I 3.. 1·. u. l_j L...:.- ..!.. _J l-24·•-I j TENSION BAR (TYP. 4 SIDES} w/ STRIKE STRAP DROP BAR �TRUSS ROD (TYP. 2 SIDES) I • I I I I <1 1 � I I • II I 5 4 " I • 1 I • I I I I • I GATE POST 2" SQ GATE FRAME (TYP . 4 SIDES) L I ,11 · I I I I • I 3· 1··u. J 1 L__�� SWING GATE SECTION ELEVATION l-,4·-I CHAIN LINK FENCE & GATE DETAILS NOT TO SCALE E 08" D LIFT STATION ACCESS DRIVE 2·--+-------------10· -------- ---t�- 2' -- 1 �-�3·1 A 1.50% 1.50% 1.50% 30" SAFETY 30" SAFETY LEDGE F B LEDGE TYPICAL SECTION 10' LIFT STATION ACCESS SCALE: DRIVE 72"=1'-0" 1.50% D E ./. ·.; � '0 ,____ 3' ----f--- ---- ----10' -------------+---- 3' ------j ,. I 31 . I . ""'1x ( cur, A r,:i, \.of,1 / o·.\1-\ 1.50% 1.50% J E 3·1 . "1 "I,\'(Ffll) 36" �, � I, . ,0d . 1 1 " I I �-: I 30' SAFETY LEDGE F TYPICAL SECTION 10' LIFT STATION ACCESS SCALE: DRIVE 72"=1'-0'' 0 ® @ ® 0 0 l'--#9 GA UGE WIRE FABRIC MESH i, PADL OCK& CHAIN . ' ' I 6" - #53 OR #8 COMPACTED STONE 6 : ' . . : .• , . , EDGE , 4,000 PSI CONCRETE WITH 6X6-�"'j . ,����� . nc="\< 10110WNM MINIMUM 6" ..6 . THICKNESS ./. ·.; 0, '0 BASE BID HMA FOR DRIVEWAY CONSISTING OF THE FOLLOWING: 165#/SY (LS") HMA SURFACE, TYPE B, OVER 440#/SY (4") HMA BASE, TYPE B, TOPPED WITH A TACK COAT 6" COMPACTED No. 53 AGGREGATE BASE 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 MULCHED SEEDING 6" COMPACTED No. 2 AGGREGATE WITH GEO-TEXTILE FABRIC UNDERLAYMENT . 1 1_�... ) r 4 I I I . I 1 . .:I I J L .,1 I • I I , � LI • .1 l •. . I j I. l•·IL • l 42· 1 . . 1 1• I J L.:._..__ _J 1 .. ,J I ; I l�u I iJ.__ _.,J 3 ·(:!_ 24' _j 6" - #53 OR #8 COMPACTED STONE NOTE: �EE PAVEMENT RESTORATION NOTES THIS SHEET FOR ADDITIONAL DETAILS 2. CONTRACTOR TO PROVIDE CONTROL JOINTS IN CONCRETE PAD. MIN 18' O.C. BOTH DIRECTIONS SINGLE MAN GATE ELEVATION CONCRETE DRIVE DETAIL NO SCALE PROPOSED LIFT STATION SITE PLAN -ALTERNATE REVISIONS BID SET C 2024 Midwcs!cm Engineers. Inc. 802 West Bro:!(lway Sm:c1 P.O. Box 2(}5 Loo1,ootc'e. Indiana 47553 DATE JULY 2024 DESIGN S.M.S. DRAWN If..If.. f Q.C. CHECK W,AE. PROJECT NUMBER 2023083-00 22 22 OF 26 I FlLE NUMBER I 44305 Do Not Use Plan Previews for Take Off