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<br /> CB RIM---98.96 ‘ MATCH FINISH GRADE.
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<br /> N., \ / N... - / L 'Q3)IE: 91,30 (4" E) wow' ;$, ...."'k , (/ ' ,
<br /> 4 , , !I ...\. 0 SEE PLUMBING PLAN FOR DRAINAGE IN COURTYAYD.
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<br /> \ \ ' 85-17''l N :.• Ni / / / OVERFLOW STRUCTURE ;‘,,1 ‘ ,
<br /> 9-.\-- ' I,-/ RIM: 96.17 ,/ \\ ••,
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<br /> Ca , \ IE: 93.25 8"(NE)\ ' 3. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING ,
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<br /> IE: 93.25 8" (VV) •••. .,„. r:.:-•3 -',, UTILITIES AT CONNECTIONS WITH NEW UTILITIES PRIOR TO t.•
<br /> • • - • • • • A 8:9,9,..8-8"c( ) 67 @ @ i 1-%. W/ BEEHIVE GRATE ‘ „ .
<br /> ('-' ('`),.- II \ RIM: 93.15 ,,-/ , lEb9,3•_.25 8"/(N) - N.:,‘,
<br /> CONSTRUCTION. INFORM ARCHITECT AND ENGINEERING IMMEDIATELY
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<br /> , 1 66#12, TYPE 1 sc=,-----., ,.= \ ' / ''•• OF DISCREPANCIES FROM THIS PLAN.
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<br /> .\ 7 I C 'r ?1 6-, DEC Co RIM=92.85 L-------- ..,° ._,P A C E'-'. 89.656" (N) - *‘--.- "\A\ ?4 \ t
<br /> NI .. i 1E 8"PVC(N")=90.65 -.4_, N j 40 0.0 Ij. -I---:TT----- '',427 ' ,,,,,./%., IE: 90.25 8" (S) --- \.:=, \:- / r---/ N. , o \ 4. ALL CATCH BASINS ARE TYPE 1 UNLESS OTHERWISE SPECIFIED. ALL
<br /> ; \ \ i \ C-1 , ---.1- 1E CP VO(NE)=90.75 ----.N., I Li" 4- r' --------0,,„.-/- .0 ,,/ t IE: 90.25 81\.' (NE)\ ---::::‘ t-j LIDS SHALL BE LOCKING. GRATES SHALL BE HERRINGBONE GRATE Pk)
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<br /> IE: 8-9.53 8" (N) 1:///,-/ , : -,s., ,'‘,7„\ IREI:M8994-12.180,, (N) \07\
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<br /> ,: ' -- 4-L-:-.4 ,C(92"DBI... DOOR FINISH FLOOR=93.00 -
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<br /> I 0, 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT lc
<br /> . ,. . . seattle,wa 98101
<br /> } 42
<br /> t I It\\:7 i i i \ 71/ 17 ELEV''80.96 Er,-93.(:),., 0.
<br /> II-IP'I VI" DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND t 206.467.1004
<br /> ,1 -'- /7--- EA VE ELEV=91.1 7 .,.' '\°\`', t ''''- \'`•-• ' \. ,,,, ..;;-::-', THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, architects inc
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<br /> AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). Illi 0
<br /> GB RIM=80.68 I ', ---1. '-'1---I, -, , ' RD 's.,.. --1. -)?
<br /> . ‘ . \ .-- --- - _ CL 4 6"DOC7 ________.- _.„-,--,---- , ft_ GAIE MOTOR ..--"'I ' "I"--,-,I3 R1" 9--08
<br /> 1E 8"PVC(N)=-79.08 \ \ fk! . CL 36"DOOR ELEV=9 2.7 4 't\i ,.----' N
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<br /> \ ,• R -'''' , ,-,,-f-', 1E 8"PVC(SW)=91.08
<br /> IE 8"CPEP(S)=78.58 I 1 \;,.." \ : - A,, ELEV-,80.97 -\ . , , ,,, -- ,.4 CB#11,TYPE 1 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN k IA
<br /> 1E 6"PVC(E)=7868 1 I',-;-,,.--,. ...>" I ''-- i ---<.' 0 '. .. -'. r Z "-
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<br /> '' ,'0°.e. 'II'I RIM: 93.99 OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR SNOHOMISH COUNTY
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<br /> is, ,i,, e?le CL 10' GARAGE DOOR \\ ,A
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<br /> ‘ -7,.) CO .. CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
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<br /> - IE: 89.69 8" (SVV)
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<br /> VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> z I ,',. -----2--•-•---,----_--,--_---- FACILITIES MANAGEMENT
<br /> CE(TYPE 2)R11°.4,------. .:.68 N.,,,, ',-..d .,--- ,...,- ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES
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<br /> V ' '---- ._-------- =,..._---..„-_,,, 1,14, / -:- • 2:1
<br /> SS t!H R I M=8 O.7 2 , 1 z„.4 ---- ---7----I''' ,-, 1E 8"PVC(W)=7 ,-.38 ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
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