|
I sTHI S'f ma- MI-
<br /> I
<br /> __ // o �- a.
<br /> -�1 r r'--' -,; r�-If I I
<br /> 6° /SOp TA _tea•- _i �,a I IL
<br /> LJ-, �-•> >TOP ' � IINLa •iDQ / �-i�TOP _ I I TOP ` H I
<br /> 1 I a rpp /SDP i'� III ... -
<br /> •
<br /> ° 7. 4°� / --top
<br /> a n _
<br /> /^_7'- TOP 70P ■ i_
<br /> Ili Ills,
<br /> I
<br /> 1 III
<br /> I
<br /> n /�;•;,•�,� -i,; r' I EDWA iill��[��1�-}
<br /> ` PAC o 43 ,4• `� ',"'',.i / / © ,�'' 4-1 1--N
<br /> i ///-,44'.g...4":/f....sf,i'-,...5'ij v ______.
<br /> O c. .:.+,.: .. 1 • , raw
<br /> a,L ?ya.'. " }';`^`' !' I VICINITY
<br /> - ..`'''Oa<v "r. SCALE:1"=500'
<br /> 0.' Eia•;:•;:j1.:1411?-7;,•:•1:• i.,*;71 .6.
<br /> I I r ''" } • EDGE OF PAVEMENT LINE DATA TABLE
<br /> P�� o ^`;''"'• '\ LINE# START POINT LENGTH DIRECTION ENDPOINT ELEVATION
<br /> .,�. •, N356404.71 N356394.96 START,TP=334.00
<br /> (� x:.:^,:,•_ y;-i;,, L4 32.19' S72'22'02.90'E
<br /> t' �,.,:, a,.. . . 1 E1300331.63 E1300362.31 END,TP=334.74
<br /> I 1,;...-tt.;+::,;-y.,,?..z' • N356380.22 N35636750 START,TP=335.16
<br /> j w _ _rV'r;'; ,;.;'.i:.^�',A.
<br /> t' E1300367.81 14.91' 531.26'56.28"W E1300360.04 ENO,TP=33550
<br /> r
<br /> t'';��, :'_;?.'„+';''•; •" N356367.50 N356341.41 START,=335.5.50
<br /> •".•• •...✓ 7901
<br /> L6 E1300360.04 50.00' S58'33'03.72"E E1300402.69 END,TP=335.50
<br /> S GATf3TgiP
<br /> a • `' O O O O •• TOP TOP
<br /> N356341.41 N356310.65 START,TP=335.75
<br /> I O t`.,:c •--'--TOE TOE TOE L7 E1300402.69 36.06' 531.26'56.11"W E1300383.88 END,TP=335.75
<br /> O ,.,,".
<br /> r j J,1pE/ L. N356306.14 6.00' N35.29'49.21"E E130041.02 START,TP=335.50
<br /> I "'�. =v Q TOE E3300424.60 E3300428.08 END,TP=33S.00
<br /> Y.',•-v
<br /> J F 1
<br /> N. b'r:��'=�' o -TOP 19 (13004N356311.028.0 5.03' N54.30'10.79"W N356313.95 START,TP=335.00
<br /> - - _ �.. __ 70P E1300428.08 E1300423.99 START,TC=335.50
<br /> - P/L - P/LI sea END OF CURB r END,TP=335.18
<br /> I w Y N 356443.40 0II- END,TC=335.68
<br /> 1 © ( ^�# �r c - L10 E1300385.53 62.91 N72 22 02.90 W E1300325.58 -
<br /> • : q;y;l E=1300311.73 © p4 �- N356403.32 N356422.38 START,TP-335.18
<br /> KEY NOTES •
<br /> METER MH Oa 1; START,TC-335.68
<br /> ,,, VW I "I�, END,TP=334.50
<br /> ' o P. END,TC=335.00
<br /> °` 4 REPLACE EXISTING CHAIN LINK W/NEW PER DETAIL 1,SHT CD12 0.0 • 1.? ;`,%. I.' • I I!i
<br /> o ASPHALT ACCESS© I 9f. EDGE OF PAVEMENT CURVE DATA TABLE
<br /> SO SLIDE GATE PER DETAIL 4,SHT CD12 I r • ROADqv
<br /> 11
<br /> - •Ij CURVE# PC LOCATION PT LOCATION RADIUS LENGTH DELTA ELEVATION
<br /> o'
<br /> o 'µ�`"�` CONCRETE© I I I 1Il .r' C10 N356387.74 N3564114.71 START,TP=335.35
<br /> m 5'WIDE SIDEWALK PER DET 2,SHT CD12
<br /> { 20.00' 35.48' 101'38'10•
<br /> 'p SIDEWALK E1300305.69 E1300331.63 END,TP334.00
<br /> 16 CEMENT CONCRETE CURB AND GUTTER PER CITY OF EVERETT r m-3• 0 0 ®p j I
<br /> O • G r N356394.96 N356380.22 START,TP=334.74
<br /> •
<br /> E STANDARD DRAWING N0.307 I r t I p W (/') Cll 10.00' 18.12' 103'48'58" -
<br /> _ ^"}`"Ai ' •�N J E1300362.31 E3300367.81 END,TP=335.16
<br /> Ls:E' `�T r l Q
<br /> r ,II• N356310.65 N356311.44 START,TP=33550
<br /> S n! O • I W I I• I; ? C12 E1300383.88 E1300375.03 10.00' 9.20' S2'43'49" END,TP=335.75
<br /> '. r, : ". l I
<br /> s o o ' GRINDER = r z C13 20.00' 26.46' 75'48'58"
<br /> A- .•.c A p •I 0 N356313.95 N356337.50 START,TP=335.18
<br />,.- c �- ;: -:,t,l � al ,' O E1300423.99 E1300416.97 ESTART,TC=335.68
<br /> ND,TP36.00
<br /> i %..^ PUMP ( I%
<br /> rr 11 fJ END,TC=336.50
<br /> rv� kr;.•.,. o IJr � IN356337.50 N356403.32 START,TP=336.00g ` A� - I i I O [� C34 50.00' 81.75' 93'40'50"•f•'.:.= .•'w ij
<br /> •
<br /> ' I I E]300416.97 E1300385.53 START,TC=336.50
<br /> w▪h > •_ / I I ��I, (] END,TP=335.18
<br /> '��''.`-.t Y" •'� / .I •. Eli V END,TC=335.68
<br /> •_ O 'o I: LV N356422.38 N356443.40 START,TP=335.50
<br /> o� c q•E4,-" / � � r I CIS 20.00' 27.23' 7T59'43"
<br /> �''' '":``' `��• ' ' �O N356338.00 I E1300325.58 E1300311.73 START,TC=336.00
<br /> ' ! F a ;:" �O pROPO E1300400.61 I END,TP=334.80
<br /> o ,• 2 R,gGF s•F I I END,TC=335.30
<br /> 12 `',,. -•'•'iv' :A.•r,..: 3y pF /��ry v• )I I I IIr
<br /> i▪ W I f z==.?- N356336.41 '..' s �' o r END OF CURB
<br /> 0. I E3300345.71 '<• rp •'0 •'.'' N=356311.02 NOTES
<br /> •• s'r� :/ • E=1300428.08
<br /> I m 'S ,t" ,::may'.• h p`. /- 11- 1. CONTRACTOR SHALL REMOVE QUARRY SPACES AND OR YARD ROCK
<br /> 9 gff, G • '`"'.,`-<'t '� \, �'�• r ° sj II IN RELATED AREAS PRIOR TO HMA PAVING.
<br /> F <a •_LT, I �'r`'• ` /\ 'r;�;.,::.. - , (-
<br /> 2. PARKING LOT STRIPING SHALL BE 4"WIDE BY 18'LONG @ 10'O.C..
<br /> I ,:: � /.o :., .' - �4
<br /> o¢ E • /`,'.'w.'`�:y •off° AA) •C¢ r°,o \./.'.'' '`v. TOF- j !. ',
<br /> c
<br /> N I '!�ci:.' / • e /� MATCH
<br /> a m ° SCALE C120 �•~~�:*��• LINE
<br /> attttt t_ PLAN
<br /> a 20 10 0 20 40 SCALE: 1"=20'
<br /> FEETDesigned
<br /> Drawn HAM � ,' If, REPLACEMENT OF RESERVOIR 2rEVERETT CIVIL LAYOUT PLANSC130
<br /> CE oP 02/10/21 CEH PER ADDENDUMNO.2 � Hot '. � 4� PUBLIC WORKS
<br /> w NO. DATE APRVD REVISION Design Review Level •i`" sheet No.
<br /> ry m murra sm�7h�
<br /> PLANS ISSUED FOR
<br /> y 3200CedarS[reet WORK ORDER UP3658 STORAGE FACILITY LAYOUT PLAN 29
<br /> v A BID CONST RECORD 9o,�+eme�e.*°�� Everett a 98101
<br /> c 4 2 4,0..,•g4}v 425.257.8800 everettwa.9av 126
<br /> s,< ,n ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD Of Total
<br />
|