|
..„-If-•;*•-,',.4-;'•.
<br /> . • , .
<br /> -;;A, ..„.;;;;;•:-.-
<br /> ••!,,A;;,,,.-;-.---;4•.;i1. ,. -.4.-•,,', ..:-i-; ,
<br /> BENCHMARKS z.:-. ;,-;..- ,•,,,,,,,,,,7, :-:.17.A .::.lbs=,-,
<br /> BEARINGS: WASHINGTON COORDINATE SYSTEM, NAD83(2011), NORTH ZONE,
<br /> DERIVED FROM WASHINGTON STATE REFERENCE NETWORK - ACCEPTED THE BEARING OF N
<br /> 87 42' 36" W BETWEEN SET PK NAILS WITH BRASS DISKS, AS SHOWN HEREON.
<br /> GENERAL LEGEND:
<br /> ..,VERTICAL DATUM: NAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM '-.16.. GRAPHIC SCALE
<br /> 10
<br /> PROPOSED CURB (& GUTTER WHERE OCCURS)
<br /> 1.-- E
<br /> ;::.
<br /> INFORMATION PROVIDED BY WGS SURVEY CONTROL DATABASE. •..r.r-'
<br /> )4 10 5 :5 .•
<br /> •:.) *51 114.34 4.4,1 I_IMI TS OF FUl_l_ DEPTH SAwcu-r Civil Engineering
<br /> POINT ID NO. 20852 - TACK IN LEAD S EDGE OF CONC SIDE WALK S SIDE OF CASINO RD I - - -xxx- - - EXISTING CONTOUR
<br /> 85' E OF THE E ENTRANCE TO THE LYNX APARTMENTS. ( IN FEET ) 0 SAND OR GRAVEL BAGS 19120 SOUTHEAST 34TH
<br /> STREET,SUITE 115
<br /> 1 inch = 10 ft. VANCOUVER,WA 98683
<br /> • XXXX TP TOP OF PAVEMENT
<br /> ELEVATION: 618.745 FEET , ELEVATION Ph.214-705-3179
<br /> \\
<br /> , ' 1--:'..;:•:=!'./-kr7-LL ••:. - i•L:„. John Moose's,PE ,
<br /> : i:','-'1'-':'‘•-;,;"f NO • XXXX IC TOP OF CURB
<br /> .-' ' ....-.•,".;.•ir;;;;;-::. • -•;- •-•,:•,,, ,; •••••-• ::.„.; ,.„:„:„- CIVIL ENGINEER
<br /> ' t
<br /> .. ,, • ..,
<br /> , , „- , ,, .
<br /> , ,,. • , • XXXX SW SIDEWALK
<br /> ;,‘ .:(1 ••,„ ,./
<br /> : ' \
<br /> i • ,
<br /> i .
<br /> .„
<br /> ' . ,_... „....„
<br /> , ,. , (P) PROPOSED
<br /> •.
<br /> ,..... .
<br /> i ,
<br /> ; i 1;1:-' MIP
<br /> i --
<br /> •;
<br /> i
<br /> I,
<br /> ,
<br /> . ...;.-
<br /> -- ; ; :,,,,, •., „
<br /> F-II:I:I , ,.. __..,__ ,.. -;-. .4; •,, ,----—
<br /> : -.... , „;/.•- ,;_(kl„-r--..,„. , ,:_;,I;:;''''''-';-,::.,A.-„:„LI::•....,-;:i•'";;/..;;;;.;;;;;;.;;‘.!---;;I:,,,;,a
<br /> -,,,;
<br /> I' ;A•
<br /> ..
<br /> ;.;„ (E) EXISTING
<br /> .-lusity. ••1 .. ..
<br /> CYR k
<br /> , ,.' ; i
<br /> ; i / .---, I ,r(....,
<br /> ' --- - -...-
<br /> )-- -
<br /> •.,,, •., , . "
<br /> -,'-.:.. ' , , ., , , . It---'7','!--.*--- I 2•;II,;Yi•--17-H;-,)
<br /> :
<br /> '• ,
<br /> PROPOSED PAVING LEGEND: ..._,...y „0„,...•-.: . • ,
<br /> 1'17‘:4"4_4- iii-4..:F±:7:. litv, i',...,
<br /> 1 o'- s'
<br /> . .
<br /> \ \I.
<br /> ,
<br /> ,
<br /> „
<br /> 1
<br /> ;
<br /> t I i
<br /> . • .
<br /> ‘,
<br /> .„....,." ,:
<br /> - /
<br /> .1•S' ICYP ---- ,-;
<br /> ----„,....„-
<br /> ,
<br /> ;,,-
<br /> i „,
<br /> ,/,,,,i.14,',!''2'''
<br /> K'',-',--' 7:----
<br /> s,
<br /> ,.
<br /> ,
<br /> k*,77.1,)-7.-.
<br /> _,„
<br /> . .
<br /> t,-.
<br /> '.r' *,
<br /> ,
<br /> ,
<br /> • FULL DEPTH AC PAVEMENT REPLACEMENT. 56824
<br /> •
<br /> ,,,_.. ,.. -,., ,:,..-.1\;•).. ii,•••,.'. -awe. SEE DETAIL 3, SHEET C2.0 •
<br /> ,„, ,.; „---t-;;;-• ___, Coe . .,
<br /> ---': --
<br /> / • '-c-.4. ''', .•,, i i: : 1;.i. ,._,,:'° , _u „
<br /> . ,.
<br /> ..;3i: •.': ,,
<br /> ./ ,- .
<br /> ,
<br /> ', , -;!--T,..--- •,, / „ -,,,e-Ai.., -.-,--/ cthi,t. i . ,,•
<br /> __,...,----- ...,:rs ,
<br /> N
<br /> . .
<br /> .,
<br /> • . HEAVY DUTY CONCRETE PAVEMENT. SEE
<br /> Seal NOVEMBER 5, 2020
<br /> „
<br /> , _ ,,,----,/ ... ,- ;;,,, .---y.- ../7-'.•;7' / -___ . -•
<br /> ....„. ,,,,
<br /> - / . •v•••7-,..1 •,,,, , „ , /,,.",' •
<br /> 1;1 ,,
<br /> , t-;1-•.:-.,,si•''''' ;•.-...,-
<br /> . ,.••
<br /> --- . ;',..;•-• ;;1 •A ° DETAIL 1, SHEET C2.0 #4 REBAR 18" O.C.
<br /> .
<br /> / t•••.•.;..-.. ..FI:,----/ -1-,,, ,.., - -
<br /> .„ ,..„. ,; ,„-';!J' -.- 4
<br /> .;-; A BOTH WAYS. PANELS NO GREATER THAN 5'X5'
<br /> b .--:- •
<br /> , .„,,,, , ,,, ,/ • ,4;';%,--' V;•-.4 4, 4' . .
<br /> ,..,' \•; ;. .S--- •-- ;
<br /> \ . ,,... ...4..,,,,, ...., ..,.,
<br /> / . ,.'-'-' ' ;. iv
<br /> ___ .." ,,
<br /> , /..... ,....., 'V i'-'1-1\ \ ,.,,
<br /> . , .
<br /> — 7.;...',I,f4'''''-:•;,,;. /_, \ ,;...,1•- tL,',••;,'.; • ''':;".i.:..!'.:‘-7.'!'.•;:`;'1..:`•1%•:•.:''''" SIDEWALK/STANDARD DUTY CONCRETE
<br /> .- ,.
<br /> - '•:•-n-':3-,,.. \ . -....,..2.,,,:•:,-...,-;„•:;.--:„..).),:i....„
<br /> \ ilo....;„ , -:•;'•-•••• •5 ,';'...':; PAVEMENT. SEE DETAIL 2, SHEET C2.0 ;,...,*-4,7;,i,.. -../- .., .,-, -.),,„....„--_,„.-..•.!;;;•-:',-;',/' ,-__. .
<br /> . ''iL,.." "''>.: \ .;,,, 44.; .-,t . ,. ,; . ;.
<br /> . ,..;2 / -1\.., . 4,-'
<br /> ;„. ,,.• •, ;
<br /> , . .
<br /> O''17,,.
<br /> •'-%-li'.7 ./ ,.4,...- ''''<1;..,--ff ''' •„,,,-„'''. ,1,V.,',7 •' 7'f.:
<br /> .,*'? )c ?..".-7(. l:'- 2 . )..,''' ...., . .-„, \ \ '; '-;:c...:::,>,\
<br /> ., r 4.. . .„.„ , .' ;$ ••
<br /> :';'••••• '-';;;7:1'• '' 7ff...4.,,.;•;:.:;- t;••• ''' '
<br /> / , \
<br /> ,
<br /> I...----I.:',.. ••-•-;,...,,. ' ,. . ,
<br /> •',.., ":;', _...., ;/-•••-•
<br /> ,.:- -N , ,,;;4..-,t ...; \ „ '.. '1 7•I•.... , ,,• :, ,.'-.:I,f ;!•'En 4-;•-f4"..;-'
<br /> .. ,, \ I''‘.4";t•IS'''\-;I:\ Ist i44,,f."4 7,,, ;t DETECTABLE, , WARNING SYSTEM - „_. „. . „ . .
<br /> . - -
<br /> .2-- ,4.5;;---;;;.- / --x \ :: .• _ ..,,, . ,;
<br /> .._.•,.. . .
<br /> •,„, ,„ i .---,,',,,--'.,.••'
<br /> ••.",-7' -7i5" 14— \ \ \ -'',t'' ,-, ,
<br /> , ., °.'''''c•''''''.°°''''''''''''''°'.
<br /> .05,......................g4 (TRUNCATED DOMES) PER - - ' • - „; -- •,).-
<br /> 17-*;.• '-'2, •; -:-. ..,,..:„. ., . . .
<br /> Z..- I -‘, '••,. /- .).:-4., \
<br /> d',:e ,,, \
<br /> ' 1:,,,
<br /> /
<br /> . °' \\
<br /> ,f,,.., 't •
<br /> \ _ r'7.:V..4,442.,*> ..._,.;,-,,...
<br /> ... ...
<br /> , .....
<br /> • .4: .....,
<br /> / ,,',•;. / /
<br /> ::-; ,
<br /> .........\
<br /> ----4,. . .2;
<br /> \;t71;-;•*--,;\\
<br /> I';;.;',.';'; i " "--1 '.;
<br /> ;1 ,,,,,4-•;; - 1 ; ,_..
<br /> ,
<br /> ;
<br /> .
<br /> !;
<br /> ARCHITECTURAL PLANS
<br /> - . •
<br /> -, - - -- -/ ‘..,
<br /> „, ),.., ...
<br /> -..; N ..;..•.,_ „:5•,..L..,...,,,-...-- „.-
<br /> - .,-, .-----L.:7,------.17:;---7,T...5----,7„;,•••:,.. 11-y ,,,-.-, „„,-, ,- -...,,,-,
<br /> , /
<br /> —
<br /> ,,,-•
<br /> • ' ‘...„,,,cr° \X::-‘7,,,,,,,.\,, ly,•„,./,' ,
<br /> n''''':f"''If-'•;J:';'Th;;72--•• 2 •'-"•;;•17-7-,:.- -r? ':;"-f -...;--
<br /> 44.'-',„:..:•,•.7..1:: :::17.-.•42-4-4,-...-.`.4.-ft-..;:i,
<br /> 4 ' ''' ;!;',
<br /> /0;4,,...ty •"„ \'‘„ (,),,
<br /> '':•C,":".,N.
<br /> r•-
<br /> ,;-•,,,--Z-,,, -„,
<br /> 1 f,1-:-:t 1------;;;!;0,7,--);-, ,
<br /> ,•; „,, ,•
<br /> ,;+;;I.II;•: --Air ,';';;,;:•7:A!''•••!*
<br /> 1 ;!
<br /> 'c.-- ;4r--t, \ CONSTRUCTION NOTES: (1) - - Is• :J...t..1-::
<br /> - ,,>3:,,,4,. f.,-,-31 VI CASINO FR D ) . ;,AIT.17. 11 ----7k--,V7.--;.?!""'
<br /> ,..;"•.•,k/ V.k,-,sA;;-4,,,;;.);,_.?.
<br /> , '''!"(ITc\41;, 1
<br /> i ! , •••;k i `;;;;;-I,I.; ;-,, 7 4 4
<br /> 4 „
<br /> i I , * .3"7 ,, VIV.-4.3 iH..'; i 1.,F, \,:::, k'N, X t ,, ,,,,,,--,c,. ,,g
<br /> „ ,, , 17--_-::. --r ,
<br /> ::,_. ,5\-..?„7,7-'_y,,t-:,.„ ,--, LV16 •
<br /> ! , .
<br /> ,...., .., / /,:2 x
<br /> , 4. ,4 \,.....___ FR ESTR OOM e ..)-;!-:>, ' 7."-_, ! • .
<br /> ,I _ .
<br /> .; 0 MATCH EXISTING PAVEMENT ELEVATIONS.
<br /> .- / ;',.•.;•••••\.! ; I; ..; .
<br /> ._?.:4t3;), ''''•\. ' 1..11111..,,,,,4..?? *..,/:11 siI-./2; .'" ! /
<br /> '' ':.-':.i'',H4
<br /> . to HrVI, y .,
<br /> ,,
<br /> 1--- ::-. -.
<br /> ..., ,,,,,
<br /> / / . 7., 's\-, .,.: \ \\,.......
<br /> -',..„-' ':•,, EN TI-C( 7,/,„,
<br /> ----, /,-:,..:\
<br /> ..„ , ,--_,.?7,--,,,,_.:.i,.. _J '
<br /> • ,L.,..) S. ..,S;' .,,' ''''''..'.'-'- .,, •-•-,,;
<br /> - -- -• . •,
<br /> \ i. .•,„',' "-7',1(-1 '7_,SY:F;,': '-",
<br /> ..i'",., , . / /
<br /> / „w• , ,,,,,,. .. ,
<br /> • -,„EHH s-, ___ B!_l-J;"..-; - „.. .
<br /> ... ,..„"C.C' ''' 6n'' C'
<br /> 7(,-, / ,/, ',,,. ''''''': •':',t.•;";"'f':,': ;
<br /> , ,„„ •• ,-, ,,.,.
<br /> ,ft,,i-, „ .. „,, -,
<br /> .
<br /> . 0 INSTALL ACCESSIBLE PARKING STALL SIGNAGE AND . •.
<br /> -•f ) -- .
<br /> , ._ „ OR STRIPING.
<br /> \ 1-------. .., „,,,,_...„. _ ,
<br /> 1 ,..-3.3. I//// \
<br /> N eS, \, ''' ,,
<br /> ,...., \ .•-.tY"' \ \ \--
<br /> /, (E)/(P) FF 609.52± 7 ,
<br /> CONFORM ,-; .5. / '•-••;\0. ,
<br /> / ,,,0 co / -; ; ;-;- \.,.
<br /> / / / it , ....„ .
<br /> \ ,•,-..f , ....•.t.:::3
<br /> „... , ., .
<br /> I, ,„
<br /> . : ,
<br /> .
<br /> , „
<br /> ..
<br /> . ... -;
<br /> \ .;';-•••?,;„, ,,,,,--;,,--,„: „,,,--••.: , .. . • .„.,-, 0 CONCRETE PAVEMENT, SEE DETAIL 1 ON SHEET C2.0.
<br /> ••,/, \•,: , \ / -12'0,-,c, , ,
<br /> „
<br /> I ;•
<br /> „--
<br /> \ : ,• / ,/ \, TP 608.95 ' ;HAN(;::' ,., /3 CO -.,/;•,. „-.., , ., . - ;• _
<br /> / \ -;- / ;;,i,-,•:;.,,,t;;,.-.r..,; ,..„ 'I'I-/..;,;:t \-\\It,, \/ '-., _; -,' ;• _ ,,_ .
<br /> / \ , /
<br /> , ...• ..; 4,4, -,
<br /> ',;,,., \ • \I\•-", 't; ;..., ,,. .
<br /> . - ,, ..
<br /> • 0 ADA COMPLIANT PARKING TO BE 2% MAX IN ALL DIRECTIONS.
<br /> •,,,,
<br /> ,• • .
<br /> ,
<br /> , ,„ - 0 ''LEVEL LANDING" AT ENTRANCE TO BUILDINGS, AT RAMPS, CURB
<br /> ;i :,,,,,, ,,,,-,q, / CONFORM SW 609.43 ---.,/ ;•,;"/ \ .. ,
<br /> t ; !--•-).:::,••••-;•4•,:r'2N C Y ID . / . .
<br /> . . .. ,
<br /> .. ,,
<br /> RAMPS, AND CHANGES IN DIRECTION OF TRAVEL AT "PATHS OF
<br /> / '-‘,„ `-,' SW 609.43 F-_,•.--',',._;,-•`-7,7 ,-- E P SW 609.50± pe,.4 \
<br /> \ / ,.
<br /> .
<br /> „
<br /> ,. .
<br /> ;1 / 00 , ., ,
<br /> ,
<br /> , ,,, -
<br /> E P SW 609.50±-'-• , :_ •::,. , , ::.: C(6:1101EF3.09R5M.„ , , :••,./ , . • TRAVEL" WHERE NOTED ON PLANS.
<br /> / /
<br /> CONFORM,,L ,„;-5,-- ,
<br /> .• ..... .
<br /> \ •-,„ ....).;/ /5-- ,-- .. •.
<br /> .,. / . •
<br /> 0 LIMITS OF PAVEMENT REMOVAL.; r.•;.--I; „
<br /> ;;;...;;E--;,;•;•„„ I-I;;;‘, „--- \ ' / . / ,• - ;• :.„, . . .
<br /> ....,.,,,,• If: I E P TP 608.81± st-, SW 609.40 2...:,.-.; •"; "."/ TP 608.95 ;?%;.2,-:„.„;',„";,i)../' ,
<br /> ,
<br /> \ ..F-; I ./
<br /> / , , • „ ., ;,..--- -'
<br /> .. . . ... ,
<br /> .;' ;; •
<br /> 0 TAPER CURB TO 0".
<br /> I ,.
<br /> 1; CONFORM-111 '-- ; _ •• \
<br /> , „ \ /-..--./. -, .,,... ,
<br /> // / xi/ . , ..„ , z
<br /> • .
<br /> . •
<br /> „
<br /> I ,,-,.'-4" •;1;,-2,. . . .., ..... . . :. . . . ,-
<br /> / , , ,
<br /> , •
<br /> ,••: 7 „ .J.
<br /> .; ' ,.
<br /> .
<br /> LEj TC 609.32± 4% N, -,--;--, / ,---- / ',-,•-, / / ® INSTALL CAST IN PLACE DETECTABLE WARNING SYSTEM (TRUNCATED DOMES) o .
<br /> - .,.-5, , ;. -5. :t•-•:, ' l• : .
<br /> „ ,. 0'6 ;17' '/2
<br /> .„— i / ., •. PER ARCHITECTURAL DRAWINGS. >
<br /> „Pt';1 ;e• <., TP 608.81 '1' ., „. ,„,„ \-,....,/, ;;5.a / „..._-___ ;, ), .. „ .
<br /> ,5„:- ;; ;,...), 5,, r.,;;•.„ / ' \
<br /> 5.)-,\•,„ ----, ;;;; / ....„,
<br /> .„... „•
<br /> „,.;.
<br /> „, ,, ,
<br /> •• ..
<br /> ..,...), •::•••• ..,..., - / ,i- •-•,.. . - • • •• -- , oI-7-- .,..-i ....,,,,., •• ;. ! ,• • , 1-1
<br /> ,.,„
<br /> „, . „ ‘'..,:up;',0 ;:,.f, .....,.:.,::. ,,, n (E /(P TC 609.24± \ „.,411iNilD a;111111'imlit-'' '' ,5::•., ''' i i ; 0 NEW RAISED CONCRETE SIDEWALK PER DETAIL 2, SHEET C2.0 (MAX 2% ALL
<br /> ,• ..-- •,....•,,,- :• •
<br /> /00 / \ 101/ . . . . , .
<br /> ,
<br /> j -
<br /> , •- „_ . . DIRECTIONS).
<br /> •
<br /> • •,
<br /> ..-....,•;-,;;--•,,''.;--. -.:-•:).."•!••• ••-' ',„ (E)/(P) TP 608.74± '•\„•,•?;-
<br /> . ,
<br /> , . . „ :: ..-- -. r.: •
<br /> • ;I .
<br /> , ---tc
<br /> „:. / 4
<br /> \ 3 . 4 4344' ..;-'3' ,
<br /> 1 i .
<br /> ./ . 0 / : qa • - ,,,,,,....,........:......:.,:,,:,-;siv.,,,,,,, ......, .,.- . . -" CONFORM.. .. ,
<br /> . (-_-) WHEEL STOP (REFER TO ARCHITECTURAL PLANS FOR DETAILS).
<br /> I ,,
<br /> I• :
<br /> ' •, " 5... . , •„.-5..., - ............•. _ •-,,,• .....).-<,-, ),..„.., :•-•,•,-,:-,,...,„ .„.
<br /> \;,.-; ..,.).._.. , .,
<br /> ,,
<br /> ;:
<br /> , ,.:-/
<br /> . . , . ... ;
<br /> '6 • 0 , :N11• e)---t::.,,,,:, ':- ,,,,..- - -•,,',„,
<br /> ..-., , ,.
<br /> „ , 0 CURB RAMP (MAX 2% CROSS SLOPE, 8.33% RUN SLOPE).
<br /> / •:::: 'TP 608.90 •„, •.
<br /> I •..-.•;:
<br /> -,...-).• . 5,N
<br /> ::•-c;- .,.„.._ „Olt tiormaiHni
<br /> •: . ,• ,t, ./ _ :•
<br /> _ . ,• .„,_ . .
<br /> . ,
<br /> ,
<br /> •-•- ;;;; - .---.: ••••) ; :A 00 `;‘ (E)/(P) TP 608.72±
<br /> ....11P CONFORM ...
<br /> „•
<br /> t ,
<br /> . . ; .
<br /> t, g FULL DEPTH AC PAVEMENT REPLACEMENT PER DETAIL 3, SHEET C2.0. ,,,N• ..
<br /> ,.,.,
<br /> ......-, .,.. • . „ . , ,
<br /> . , /
<br /> 0 EXISTING CATCH BASIN TO REMAIN. CONTRACTOR TO ENSURE POSITIVE
<br /> •6n9.4-;-:,'PA,,,,,TR',.---'-';' ,II--
<br /> , ,
<br /> CONFORM . 4
<br /> ; a ed A<;;';;
<br /> • cl-- 10 (0 1 11±' LI
<br /> --t...;-, ;;;,,, ,,,iii---- 1 ,,i./. 1:-;-;; ;
<br /> I
<br /> it....,..i;:;„,,,,,i,-..,, :!---; ;
<br /> .,....,,,-;,. .;;;;;';;;,;,„;-;;,; , ! ',
<br /> . :
<br /> ,
<br /> ;,;:' TP 608.53
<br /> , ...-P„,-;••••;•\ "--,
<br /> •• ;" .
<br /> - TP 608.90 ,
<br /> N. ,...„„
<br /> ;..1; ';';''' I I
<br /> ,I
<br /> ;C. ;; i /' -\t / \. „, ./
<br /> ..
<br /> ,
<br /> .,•\ ,,-„;;
<br /> ; DRAINAGE IS MAINTAINED AS PART OF THESE IMPROVEMENTS. Lu
<br /> , .}5 ',,,Lia..-,,;-41';•,:,:-";;-.,3..n:.D i
<br /> ,,,
<br /> . ,
<br /> s, i i : ;,C,i- E P TP 608.51± 4)
<br /> CONFORM - ,
<br /> ,
<br /> a 0 • . - . < „ /
<br /> A d .,i) (E)/(P) TP 608.73±
<br /> ''''' CONFORM •.
<br /> ;;
<br /> . ;;; irt
<br /> .,.„ , ;_,,, ;
<br /> „.); •..,„...;:,- •i Alli ,., ,.., ,-
<br /> ,
<br /> 0- . ,.
<br /> ;
<br /> ••• ;
<br /> • .. ,,-
<br /> „ 0 EXISTING PAVING, SIDEWALKS, RAMPS. CURBS, SWALES, RAILINGS, TRASH
<br /> ENCLOSURE ETC. TO REMAIN, PROTECT FROM HARM.
<br /> .. .
<br /> ;; ;
<br /> . i i;"--•_;„
<br /> TP 608.53 ,
<br /> :- q# -1,p / •
<br /> „ .
<br /> ‘-'
<br /> , \ ., ,,
<br /> :, L, ,
<br /> , !
<br /> i
<br /> \ < / TP 608.84 „
<br /> . . . .
<br /> - ) -, .
<br /> : ,
<br /> , C. INSTALL SAND OR GRAVEL BAG INLET PROTECTION OR EQUIVALENT oe'
<br /> . ,. 01V 4 0
<br /> ;•?-!' --:;:- ;
<br /> „ , ,
<br /> . .
<br /> .
<br /> . .
<br /> • .
<br /> ,
<br /> -, ,A,:.-•\
<br /> 0 (E)/(P) TP 608.71± •• ,i „.
<br /> <
<br /> II . ...;,, „. ...: . :5,21" .-:.-:;•• ;: •.- ; •; , PRIOR TO COMMENCEMENT OF DEMOLITION. SEE DETAIL 4, SHEET < < < < < < <
<br /> vFN T 40 CONFORM .,,, , .
<br /> . ;
<br /> •
<br /> ,--
<br /> 2 BI.P.Iiii,....,„,_ , / C2.0. INLET PROTECTION SHALL REMAIN IN PLACE DURING THE- .
<br /> --.., /-;--4,;i ) HD „,',;r:: TP 608.75 / ,; . ,,
<br /> _a< . ----%--,-;11 .:-.
<br /> „„.,,,„ , ,
<br /> . „
<br /> ,. ,. ,
<br /> .. ._ ;; . . ,;;;,:
<br /> DURATION OF THE CONSTRUCTION PERIOD.
<br /> • ; ..-
<br /> y r L. .t.' ';i;'''J'6':',/ ,.., (3.-.'3 TP 608.75', 00 0 (E) TC 609.25± I; , ;; .
<br /> ; ..„
<br /> , -•___
<br /> ---; II.S; -..-
<br /> ,-,,• :// ,, . •
<br /> E i .7,,,:,_ ;;;;-,.-..-."----";—- '-----•----------,-';' ,,
<br /> A .,
<br /> . .,,.;;; ' ''' ; ,-
<br /> . ' g CONTRACTOR TO VERIFY ASSUMED FF PRIOR TO DEMOLITION. . .
<br /> &I' .; •,;-, ;,;-" E P TP 608.72± sik •-.. TP 608.84
<br /> ; .„,,•; ;--'----,--..7-, .5,:`-; , .,...- • -.•
<br /> .; '-;;;•- /
<br /> CONFORM w-).,' N„ „5:- At (E) TC 609.24± ,, ,--,;--•,•; i..-1-1;;;;;' : ,•
<br /> • ,;
<br /> • •,, . , .. „. „„.„. • .
<br /> „•- :,
<br /> . .
<br /> ----., ,-.--,- - .. ••
<br /> ,• ,,
<br /> ;;;;-:•6 ,• i I -,:,-- iri) ;F-,;:::,7 7,'''' E P TP 608.73±
<br /> ,
<br /> 5-,
<br /> „
<br /> ,... w TP 608.84
<br /> .
<br /> . :•:. . „•--
<br /> , . , ; .2: .•
<br /> ,,:-..- „„•- '''.,'?- 11-',.:..„R',7' ,,.!;'," ,..7-:,) \ .
<br /> . , . .
<br /> ! •;.- ' CONFORM ,..•..-:, --„, /
<br /> I. --• - -— , ., . , .., ,, ,
<br /> . .
<br /> •. .
<br /> ;• "' .
<br /> . .•
<br /> i „,„•
<br /> ,,,,; ,,• yr-) ,...,,,. -,, -,-.•)„,,,,,,,,,,, --,. •,-;
<br /> ....„.
<br /> &,,5- / .s. '."-2:',:,.. ':-.:,f.';'' ,,;',,T'',,,,r;', ;.::,.,:,:, ',.•::„.,. ,,,/,',-!, ,..°.'', - -7-5:.,:?,
<br /> . ,• - .
<br /> ,,,--,„ ,,.., I--;-- ,•;, ,..-- .,-,' 0, •
<br /> ,• ;,,-; •
<br /> • .• .. .
<br /> ' --;L:r„. ; ,.,•-•,;, •. .•, ,•,. ,..,-
<br /> ,. . .
<br /> ,,,s. / - _.„,• _._ <
<br /> . ,0 •.,,,,, gaga._ . . . , . .
<br /> 1 ,, „ ,;.:' •••..•••,.; ; ,.;:;- ,, . ; .
<br /> 0" I ,•,•:,, ;,•,,, ,,,,,
<br /> , •:'' ..7:- ,' ,„
<br /> ..,. .„. . .,
<br /> . ' .
<br /> , . >
<br /> -i I .- e..,,..•"'•s'•' -„,,•-.„„ 1 ,„_ ; 1 ,,,.•-•'' 1
<br /> ``' I ;1;•.:;_1
<br /> — ---"' 0.,. .„. ,,.,,,„ •,- „,
<br /> .-_. . .
<br /> , ,..- /.. •,,
<br /> ,,,, • . . ,
<br /> , 0 . 7r •
<br /> _,,..„,-• ,., ,.,,,,,,EH Q;,..2 ; :.,.,
<br /> W ,
<br /> 'i.,:' 1 i ' , „,.. - "•,_ , ' ' -- ' .....," „ . . Q 0
<br /> 2 cc N,t,,F,
<br /> ' '-,"- ,;;-"-II:-I .-I'--,Or) •,•:I' •;-',
<br /> ;! ,.,;„,-• .„,,,-,,,,, -:
<br /> ;-;.,;',I-°-,2 ;,,,,,„;.- ,-;„ ,;;.;•-•-• , . . . , .
<br /> 12, ;.4.- k/- I IIII -- I ; „-..,-I;-:!-"--,-7,I.:''i f;;!,E;I;.; ;;I:' ;•-•.- ';;;;- • „ , ;
<br /> „ . . , •
<br /> •
<br /> II „. ;;;;-.- \ cr.„0-I-'" .
<br /> ,,,::: :,;",.'' ,,i; , ,!„,„ : ; ,...,,,,,,;,,
<br /> .. ,„,. -,, x.,.,!--`,...;.-:5;, ,„. z,
<br /> •,F-Llj '
<br /> I H.,..--
<br /> . .
<br /> I; ..-!..
<br /> \ !,•:2,-,,, ;/.;-; --,,
<br /> '....--;
<br /> C2,3-i 1,5' ,,;;;;-, ,
<br /> .
<br /> \,. .,),
<br /> -,;;',-i`
<br /> ,,,,, ., •
<br /> . 1 .
<br /> . "
<br /> . • .
<br /> GENERAL NOTES:
<br /> „. ,,,7,,,- . . ..... , .
<br /> , ., .
<br /> „., ,..-.
<br /> . CC 4# (1)
<br /> co ,,,,,,,,,,,,,,,,„,, \ .,,,- t , , '
<br /> ,..,.
<br /> . ,
<br /> -4( ,i--- H , . .
<br /> 1. WHERE GRADES ARE AFFECTED, THE CONTRACTOR SHALL USE A SURVEYOR W
<br /> 0 i,3 '',-1.< 1,c,''. ,
<br /> , ., , , i ',,
<br /> ,
<br /> E';'";-.-- ../•• ''''," ,
<br /> \ ---I''' ' 4 ''',el''''' ,
<br /> . .
<br /> ' . . , AS NEEDED TO ENSURE PROPER GRADES ARE ACHIEVED. 1•••••••• 0 0
<br /> • ,q, _,-7. .. .„,,,_,..,„,, ,*. '
<br /> ,
<br /> r,
<br /> °,,-, •./
<br /> , N, I .
<br /> .
<br /> ,.e „.f... ,,,. ,, .,,-,, ; ., ,,
<br /> m ,, posT \
<br /> „
<br /> : „ . . , 2. STRIPING SHALL BE COMPLETED PER THE REQUIREMENTS OF THE CURRENT CC W
<br /> .
<br /> STATE BUILDING CODE AND APPLICABLE LOCAL CODES. GRADES SHALL BE
<br /> .„.:, ,-;„, se,
<br /> , . .
<br /> ,
<br /> , .
<br /> , -
<br /> ,
<br /> ;
<br /> • %
<br /> \,,
<br /> ----1.-.., •:'-'- S.,' :•'1'
<br /> 4,4,4-
<br /> i :&..' ' --3'41,' 1,„!'3''' : 3' . , f-i . ,
<br /> .
<br /> . .
<br /> \ u; VERIFIED FOR COMPLIANCE AT THE TIME OF CONSTRUCTION PRIOR TO < 5, LLI
<br /> „i
<br /> 11)L) , 'rP 1', ..ii
<br /> a
<br /> ,
<br /> \ 44j7,1. ' , ,:,t ,
<br /> STRIPING. C >
<br /> z _ __ !_._— •
<br /> \:;-... ,,.-,,r:f
<br /> ,..- _____.......,,k,i- e) . ,
<br /> .
<br /> .
<br /> ..
<br /> ,,,,,:„ .;.::, ;
<br /> , ' , ; , ;
<br /> . .
<br /> 3. THE GENERAL CONTRACTOR SHALL ALSO REVIEW ANY APPLICABLE STATE < ;
<br /> , .,,, „,., ., , : , ,
<br /> AND LOCAL GUIDELINES AS THEY APPLY TO THE ACCESSIBILITY AND
<br /> .
<br /> 609.27 ', E''''
<br /> HJD. . ,
<br /> z ,...-;„ ! . , . : ..•'''' ; ..
<br /> _r,,;!::,',12!::;.";;:,!----P • SIGNAGE. C)
<br /> 7.- .5-.-.• :6,-;
<br /> ..,,,--. . .
<br /> LI' . ;.••••• ,;;,5„4-, ,.„, i ,'-7
<br /> CC I t:' . . .., ,f
<br /> 1, •
<br /> , .
<br /> a ., ,t.'
<br /> I , ,, 6 . 4. THE GENERAL CONTRACTOR SHALL VERIFY ELEVATIONS AND GRADES PRE ,,
<br /> 1 . ...5. -;„:„ -5'.. .,,,,, ..,..- i .,;.•„--
<br /> ;._.„. -..„-,-..-__„t__ ••••,,, ,--,,,, 1:-.,o,, ,..,- ..k .., ' :..,,
<br /> . , ..
<br /> . ..
<br /> . , . ,.,.,
<br /> . ,., AND POST CONSTRUCTION AND REPORT ANY DEFICIENCIES TO THE
<br /> „..,:- ,;;;;. . . ... ,... , . . . .,..
<br /> 9 '•-- „, ,-..,
<br /> ,------,..:•-57-7-5--- :45--., -'''' ,
<br /> -,,-
<br /> ,- ,-1;,''' ..,;,-
<br /> , ,, E.;;;-:; ;',,:;,: ,;.,;'._...„;;;;I:, '1--,::;-- ,.,:i... ./ .
<br /> . _
<br /> s t, ';'',r.;AI;(., ..„.
<br /> /-L-- ;:: ,,,,-;
<br /> ,
<br /> ,•-.;;.;.... „,,, ..„2:::
<br /> 1 C.,.C ;f-
<br /> Li
<br /> •<,' .,
<br /> — .
<br /> ,. ..
<br /> . , •
<br /> _
<br /> „. -- ,:,
<br /> , . ARCHITECT BEFORE START OF WORK AND AT COMPLETION.
<br /> fr .,..._.„,
<br /> 1 ,7,1 ---
<br /> ..: :„I I _ ! ,.,; ''? I 7 5.
<br /> „
<br /> ALL NEW CONSTRUCTION SHALL BE VERIFIED TO BE IN COMPLIANCE WITH
<br /> 1,„•-••• rTh. f.,'
<br /> ,,,, ,,,
<br /> ri k( ..'.9 _,.,,1 :::0' ,,,''''' ,_ `:.:.;:r)N,11---: 1' ,..
<br /> '-• 11 ,,,,,, . .,---, /
<br /> 7 . LOCALLY ADOPTED ACCESSIBILITY REGULATIONS. ANYTHING FOUND, NOT IN
<br /> .-•••:,...5-,•:,I fa.,.:;; -5.. . . .
<br /> „,',?;;; ...,,,- - '''''''''''''"4:-..'-',:-.;-:,!;;;I:-',---•:•...i.•:,•;; COMPLIANCE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALL
<br /> • Ft - ! ;: v,,.;,.5 ,,,; .„„
<br /> -.,- , ,
<br /> .
<br /> ,..„...-- --; --- •- ;---; .------,,--:"./5.. -'-r-;;:'-'-'
<br /> ,, „.• .
<br /> •
<br /> .
<br /> , ; .
<br /> .- ' ,
<br /> ; :it , /
<br /> tk, SLOPES TO BE MEASURED WITH A 24" SMART LEVEL.
<br /> La t--.) - /
<br /> --;;;.,- :s-5-; - ,,
<br /> - o'l- / - Project Number
<br /> L.J> I 1
<br /> 1 I ./,-•,,,,,,:•\-- ,-- ; ,--•;. -;.•-,.
<br /> ..-•
<br /> ;:-• ,..5-'
<br /> , ,.,,.,, ;
<br /> . „,,,„.,
<br /> ,.•-;
<br /> ,,, ,.1„;
<br /> ..,,,
<br /> ,.,
<br /> —,.• ; .•-•
<br /> s„, c)* -
<br /> . • .• • .••••- • - • •0.•... „
<br /> . . . . _. _ .. . .. . .. ....• ,
<br /> . . . . .. . ....6 / -,--1 1-- '-- ...,_ ......,
<br /> . ., /. 6. IT IS ACKNOWLEDGED THAT THE IMPROVEMENTS SHOWN ON THIS PLAN
<br /> 4 .,:•,....i'::'"1'...'':.*:::- :'...:.':,..c.-'..'.:';''''.::, 1
<br /> CC ---- i I ''''.,:"., c.'T f; 1 r-- „; .'1,, Fit;Ii•.- /4 / / BPW20038.0
<br /> / A,R.00.__ ..,„,... - 5021. ......._. „... CONSIST OF A LIMITED SCOPE OF WORK AND MAY NOT BRING THE ENTIRE
<br /> „,„- ',PC- .'„ ,..4 _.N,• ,,--,- . ...:,....:z•;;:i%gOgg.e.,='• f. • '.,,,:` ,
<br /> CV •
<br /> 0 / I I ,,,,_ ,,.,:,:,-„
<br /> -,,
<br /> SITE INTO FULL COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT
<br /> I i '--;;;-:-..; -.. 5 ,
<br /> ... ,
<br /> .„.
<br /> rAz --n I , . .:, -.,,-; • .• ; ; -v, S''' -I,
<br /> .1
<br /> 'd GUIDELINES AND ANY OTHER STATE SPECIFIC ACCESSIBILITY CODES. 11-1E
<br /> 4. - ,A Sheet Name
<br /> , f ... „
<br /> . . . ,y. • .:1 _ ENGINEER OF RECORD SHALL NOT BE HELD RESPONSIBLE FOR ANY ,.
<br /> TORER ,...,. ;4 „ . , , .,., ,. .,
<br /> I 1 , - ,,
<br /> •,;:;;;,;: -,, :;; ,,, -,,,
<br /> ;;,.-';'
<br /> .4, ( -. a ; / .
<br /> ..
<br /> , '. EXISTING CONDITIONS OUTSIDE OF THE IDENTIFIED SCOPE OF WORK THAT
<br /> 1 „ ., • •
<br /> . - . ...,....- .
<br /> . . ; ,,,;.• .
<br /> n' , . ,..,.., .;,; .;:,;,: •,`,..,.-,c.;;T:., ,---;::_•;) ( 4 . t(;' • 4 A <I / - ARE NOT BROUGHT WITHIN COMPLIANCE.
<br /> ,...:7,
<br /> (i,._,,,, - ,
<br /> ,„, , a
<br /> r.,
<br /> ...___ „; , _
<br /> , ,„.. .. ,..,.. ,, ,., .., .„. . _
<br /> .. ., .
<br /> _ ., . ,..„. _ ,. PLAN
<br /> .. ,.
<br /> _
<br /> ...„ .., :::.,„ 0;,..;;;",,,,,:`,,:;•,;
<br /> 4/
<br /> „;,'••:;;-:- \ 4 0 . • . <, - 5.53' L--
<br /> . .
<br /> \ A d . ., ,_ ,,,,
<br /> _ -_. .._. .--. ..----
<br /> _, ,t.
<br /> ,
<br /> - \ / "\Qt 4 4
<br /> ,:-.-..,.„ c,..,,, i ....,.• ,, ,... ,,..
<br /> ,:- ••,, /6,-, 4 0 • / K\. .r,
<br /> o t.',
<br /> ------ -- - -,,:-,1 _-.,-._-:, A IN . ,:, ,: ,,,.. „, , ,-.,::L.; ' ' .. „ 9 1
<br /> -
<br /> •,.:,
<br /> • • - ,..", .;:34`
<br /> .,, 3-„..4,3 19'\ . - 3 , /
<br /> ,,,„ „.-. , . ... 3.- -!.,-- ---. . „
<br /> 0 4 4 ,.-"7 4' L'' ,
<br /> - - -::----. ------- - '--7, /:
<br /> _
<br /> • ,,, .,,,- ,--
<br /> / . 4,.. 4 0
<br /> 1-- .-x '' Sheet Number •
<br /> i 1 ,
<br /> IT .•
<br /> 6';', '
<br /> I ,„" t,: , ...,
<br /> '„:-.:. ':..-, ,,,,-- .„ .„„. .• .
<br /> . . ,
<br /> ,,,: „„:.?' ' , , ', ,.,-„'''..• T• , 3.07' ,
<br /> --;;\,.. : ...---
<br /> C;11- /' -,:-' ‘ ..;:-.:; ,‘,.. '..; rvski...i,,,
<br /> - - :;, , . .
<br /> cL ...._... ' RA, 1-' 6:!?1, CURE! - , , .:.---•-; ..,,, ,
<br /> ,e,4
<br /> Ii; Know what's below.
<br /> m \ - C 1 p 0 ,
<br /> , r,sp (c.-7, in ,;;v:) DIMENSION INSET Call before you dig.
<br /> . .. ,.„ ..,..,. .... ,„
<br /> m R i 4.4!=CI Ct.•2,;9' 1 ,
<br /> / I;-;! (-; i, ,,:'I - I,`--‘. ID F--)
<br /> PLOT DATE 11/5/2020
<br /> . ,,
<br />
|