Midwestern Engineers, Inc. Plan Preview

-, 6'-0" ALUMINUM HANDRAIL1 - EXISTING SECURITY FENCE ALUMINUM GUARDRAIL --, 5'-9" 7'-11" � � -------------------�- , ,_ __ CONCRETE FOUNDATION .,. I .,. .,. \ I _, J:;;i,../.(_ /tJ( ,; Ja/'o- _/ ;a.r'.1. r .,, .,. .,, -L.J' �M a 1ar �� .,. .,. .,. .,. , ti:;: i' ; ,, , A,;- a Ml, r1_ CONCRETE STOOP \ .,. .,. ' , M a iA, ,, (5;;-( M ".,..,. IA- " 4JC 1 a ;r M Y,,� /, J:>. I ( _,. 3'-0" 2'-0" 2'-0" 2'-0" 2'-0" � � 4 )/ )A,;!( ;YJ;f., 4 ,!f--t= .......,.._ 30" D.I. EFFLUENT SEWER PIPE ' • . • . \_ • ,, I LA J . /, f A A.X -------... . < . ,,_· � . ,, · :,, d ,t, , ." I t:f"1 � .)(]( · y) CJ tJOr\ 1'f1� ( ' ,, , , • • , ' • ' • • • ••• a • • 0 • I .l {f,_ JI JI i.& . -:, ... .... .... .... 0 . ,, . . . , , , . 1/1':;--;·r1 ,Jar l'fJ;i, . )ar>.. 7)ci w I ' ,,, , • • . • . )( J, '(f, ./l '{ ,,�----------------�----------;-;---:--,----r-;--------�- :- -,,- T- � ---: - Y tJ � aA ' ia l) J't')� } a 7,,_f( . . , ' · · · · , . . I I NEW SAFETY CHAIN )( 1 1, : : / '" :. ·,.. • • • '. • · • TO SPAN WALK AT MI � 1o'0 :f'?« 1 It] NEW 30" D . I. EFFLUENT SEWER ..� ,, • • • ' .. ". ._,J • ,.L".,. I SAMPLING AREA }'.,__ v r , f }( (REFER TO SITE PLAN C2.03) • • '"'• • .,.. • • ,... . • • ,It; 1a0 7") 4 Jar 7)a",,-\_ '( : • • • ",,. • . ,.,' • ·.,, •• , 1 INV. EL. 884.91' t1 l.._ l.._ )_ /}J '--L_______ _c:"" :::- ----------------t� :- �.:��".:��,���. --:��---��-� :; :-�:��-llllm �11 I ' , , : .� 12·4 ,, cfa�( '"M);" %( '"'.1a1f"� 5'-0" PROPOSED 6' HIGH SECURITY FENCE / NEW CONCRETE STOOP --+--!' ' / / r .. ,, : . . . .. ·'[tllliiiij . A_)I ! .!,___ .&..J .,.., · ,.,.. :... ·· . .. • u._ar'.t, Jo,- Jt'Ja( nae > · ... 9 . · "· ,., ·. I ,t. . ·." � ·· ,, ·. .. ·. ·· · . .: I 7'J-;;,,. �a I A;.,,.--).. ar }', �(_i NEW CONCRETE STEP AERATION / NEW PEDESTRIAN GATE REQUIRED / ' (REFER TO MISC DETAILS SHT C2 06) --+-�-< � --1 ; ,',, ,,�_:',) ' ' , , , ' , , , � C •• T C � �!-'<�i;+,�1 ' ;"' • ' • • ....... ....... I I I 4 /'. )( l ••,., •• • ,., • • ',., • • • • •• • ', I I I �':.v ua, ?l-.�tlfiZf?yt,---------------� ":. • • ,, • ,, ....... I I ·y<y=i7 Jt � ' ,, ' ._ • .. • " • •' ',., • ........._ I I I ','-><- 1'::,. ,,, , , 17,. I'-.+' ,., � "e NEW STONE WALK -�� Lr:----------------- __ J ,, ,, , PROPOSED 6'j-!ltH SECURITY FENCE -----[ ,, NoW PHl�SfRIAN GIiii, ReQ\JIREIJ • (�8F"R Ti'.i Mi$C Dti'Alb® tHt. C2 OB) ---�--- �-�--i CONCRETE STOOi' T/SLAB .I ! · . 0 • . ' ' it • l ,.i ,J • ,• -....._ ' I I ,I 1 .•," tJr " • Y1 'I " � . . : ,, .�\,· . ; •, � . : " . . : . : /; .. • ;• . ' ' ' , i i i J CONCRETE FOUNDATION • ', 1 • ,.i .· ,, • ' f: '--------"""'1,----r 1 --- �1 h- �S --- (REFER TO STRUCTURAL ". � 0 \� ' • ' • • • • •',' "'••• ,.. .; L______ _1. ________J DRAWINGS) � ---- ---------- - ' ' - ---- _________ ...J -- ----- L EXISTING STONE WALKWAY EFFLUENT SEWER CASCADE DETAIL - PLAN VIEW ALUMINUM GUARDRAIL . . ·;,.i 0 .. ' . d·. ' ' SCALE 112" • 1'·0' METAL ACCESS AND SAFETY RAILING TO MATCH EXISTING (REFER TD $TRUCTURAk DRAWINGS) R �=='il!-- - NEW SAFETY CHAIN TO SPAN WALK AT SAMPLING AREA 36"x 40" ALUMINUM GRATE COVER TO SPAN WORK AREA · 1- -11- - -1 ' , -I -I _-. -I 1 -1 -I • ' -".I ''f!i!: tt 'l!JIIlll!IIIlmIIW=lJ/1Ill-----... ,_, ,_ ,_, -· ' 1 . . ,�·- . .. . . . . ...,. :-..-. > ,0 · �.;."·,:,,: . .. -· . ·: :�.. ).!""�"\:"" ·.• , . ' · . . ; - ' • .• •• ·�:_._·,: • d • ;·- : ..' � .... .- ,.,. " ."' NEW CONCRETE STEP AERATION T/Wall ·+EL. 887.79' Le T/Step "'EL. 884.80' SPECIAL NOTES CONTRACTOR TO REMOVE llXISTIN(l CONCi'icTl1 BANK STABILIZATION MAT�RIAL l'RIOR iO CONSTRUCTION OF N�W CONCRETE, SiRUCTUR�. Ul'ON COMPLETION OF THE CASCADE STRUCTURE THE CONTRACTOR IS TO REESTABLISH NEW GRADE AROUND THE STRUCTURE AND PROVIDE BANK STABILIZATION WITH ADEQUATE INSTALLATION OF NO 2 RIP-RAP STONE OVER 10 MIL. WEED BARRIER NEW 30" DI EFFLUENT SEWER TO CASCADE STR. ENGINEER APPROVED FILL MATERIAL REQUIRED -$ T/Step NEW METAL STAIR ACCESS INV. EL. 884. 91' NEW CONCRETE RETAINING WALL (REFER TO STRUCTURAL DRAWINGS) - -......_ 0 ' 0 EFFLUENT SEWER CASCADE DETAIL - SECTION VIEW SCALE 112" = 1 '-0' ."'· . -., ,', :. 4'; . . ,,_ 9 N .,·. .i, ... : .. . . ,:: . .. . EL 882 80" . . ........ .. .. ·$ T/Step EL. 880 80' ·,,1·. ·:/' . :{ ·, -_,. -. .�-- -_ . -:,"', -.-, :-, _ ,., ',·.· . •: •. '·4-: . ... . .... $ T/Step EL. 878 80' . ...... , - :. ·• ' ,0 A. 0 • .,_ . ... . -., . . .. . _ . . ,... • -·". 0 • 0, ......... -$ T/Step EL. 876.80' NEW #2 RIP-RAP STONE HAND LAID AS INDICATED TO NORMAL CREEK LINE WITH A MIN. 12" DEPTH (APPROX. 2.0 CY) WSL 874.0± 07-12-2022 o , 0, •· '". 1--- CONCRETE FOUNDATION L----'----'--��-' LEGEND • - STOP PLATE ANO FRAME FOR 36"Dx30"W CHANNEL EB - BLOCK REFERENCE REVISIONS BID SET 02024 Midwt::;!cm Engineeres. Jnc. 802 We.st Bro:1dway S1rcel P.O. Box 295 Loogoulcc. Jndi:1n" 47553 DATE MARCH 2024 DfSK:N M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 P7.02 41 OF 126 I FILE NUMBER I 44025 Do Not Use Plan Previews for Take Off