|
•
<br /> /
<br /> /. i;' --
<br /> / / �\ PVI STA=0+67,50 _ �d- m
<br /> / / I PVI ELEV=526.19 g•�
<br /> ` I 25.00'VC _ ^I =T•�
<br /> LEGEND ,� �{ i a
<br /> =8.6'3646" PROPERTY BOUNDARY V < d
<br /> � D=p0'S0'J' v/
<br /> i 7:A*..566 .... _-..+...c ........_ k T= _.mac EXISTING CONTOURS - 52.a _ .. Z �' u
<br /> L38.66' ` Y,
<br /> G,� 527.31 y2 1=39:63' / INTERCEPTOR DITCH/SWALE -- o I -__ _ r _ 7 __ - NU'
<br /> -25
<br /> -52..77____ _ __ rr�_ 525.81 --- �- p L- .� b tq .•3
<br /> --- ` 0i PROPOSED CONTOURS 518- __ _ Lu- III e 1 Y2'HOLLW CORE SUB .� 'rN�
<br /> 6,23-------- 3258H �3 _A_a 5? fo -+ •P09777EEWI7f1 SFE a
<br /> �,�! SILT FENCE . D)_- I Lt m -__-_ -_� w CONCRETQ'TOPPING I N. -'Y
<br /> rot,525.69 525,62 CATCH BASIN 5x- ��n- I _ b 52- 6g
<br /> 7W 54.0 TW-523.0
<br /> T= - P BW-5230 (� 1.. .._1 BW 522 SLOTTED DRAIN ;Yi-�C/'//4Y/R////J//f /�' ..�...�,,. m .
<br /> -� - - ... .---" ---111
<br /> C] 2.P .-7-----
<br /> --„,. .•__-,-.-:- -- -_ /,`. 'J+� iR "...ii _ __ __. _
<br /> b-2''
<br /> TW-b2B5- -, -_ - _-B1q 6220 - i CMP PIPE(CONCRETE ENCASED) - %' .%��� ��/ S 2 -
<br /> B-523 .._- -- _ _ - -- i _-_ 4�.r..� Q.: '.4% 35
<br /> Sviii... - _
<br /> • 4.-& - _ '�25- - -_ --TM'5 46�--_ ' ? /.0/"dp�gp%., -
<br /> �.Z - BW=922,- 52{7 524.74 AUXILIARY BUS PARKING : - -. `
<br /> �$'� 72235 .� _� L_.:,�� �jMS, w 3.51 Y�- j 4.10111M SEE DETAIL 1 / II^ `� 'y, 577 2
<br /> r.R _�� 7.....---,„
<br /> � W 522.5 __ CAR PARKING AREA ANDI - \ IS'Ar t�
<br /> XREFS: -e`er-.- • __ , ____ CAR ENTRANCE ,‘,'''._\ I _ _.. _ i
<br /> �_-=524.42 ..4=z __-` pi -' ----- ---- 1 - - . y
<br /> I.
<br /> ��,`. / '�/ BUS PAVEAIwT SECTION ---- - ------ 52C
<br /> 523.74 ''� ��YY
<br /> CONC. WM.K: -524,. r� - --- - l',.
<br /> a
<br /> nsa 4.60 521_T223A_.1 w--
<br /> ...
<br /> � I_ SEE DETAIL.3 2
<br /> Q
<br /> =90'00'00' Zp0•00 ., r-- 10 THIS PAGE -- -
<br /> 1 R=25.00' SEE DETAIL 2 R.. SPOT ELEVATION
<br /> .4,6 T=25.00' ��THIIS PAGE i �. - - -I --..-
<br /> SS GRADE BREAK G.B. ---�--- '--__...--� --- .__.._.__.
<br /> hF.Ul': 115 / /. t°-(j ( ` / GRATE ELEVATION G.E. 90 80 70 80 50 40 30 20 10 0
<br /> CASE ,....,:• a I R L BOTTOM OF WALL B.W.
<br /> "' DE`CAiI a /��' TOP OF WALL T.w NOTE:
<br /> _,'^''•,1� 1^1)c.F`) )• OI .`� j J _. _ _ _ DOWNSPOUT ® 1.STATION 0+00 IS THE FACE OF EXISTING CURB. <0
<br /> ----.L'`------�� --�
<br /> M
<br /> -- 2.REMOVE CURB GUTTER AND SIDEWALK AND REPLACE
<br /> -
<br /> v � SECTION A c 8
<br /> F 4 Y ;le,y flWITH CURB RETURN. I-
<br /> 2..95 SA',. SEWLI- INr = 52`. '
<br /> SCALE HOVRIZ
<br /> 1"=3' C5.2 z
<br /> X5'-0"0 24'O/C J
<br /> /
<br /> y
<br /> r 2'-0' PVI STA=0+63.10 + .(-..7)
<br /> • BEND DOWN JOINT PER PAVEMENT PVI ELEV=520.37 Q
<br /> CIVIL PER CIVIL 25.00'VC --- --_. _- _-_ - .. .._...-.... ___..
<br /> _ I -,
<br /> •
<br /> • E O+JO
<br /> • r r 1, _.._._. �.-_. __-_- __ - _. _ PVI 1 ELEV 516.16
<br /> Q
<br /> Z 74 cz
<br /> D e 90.00'00' A-90'00'00' ;Ri 57 - - ---.` -_- -. - -•-.- ---20-00'VC- 524
<br /> =25.00' R=25.00' I� ..._c-- -_- I - -_-. _ - -___ .. -.__ Q Z
<br /> 3925277'R 3921''.'._�'.'..�.�.•.--_' 1/2"X 3/4"NEOPRENE - 8_..-_ _._ . HDL --_-..-_ _-._ _ _ .._
<br /> 520.80 520.35 1 BEAR INC STRIPo ._ -- COIAPQSI WITH �O
<br /> B'CONC.WALL. -' �-
<br /> - -620.38 - ---520.08- -- --: `r` % -r-- 20S '4"--- --- - CONCRETE TOPPING - --------------- ------ EL La O
<br /> CI
<br /> } .111b....
<br /> ` 9.96 9:81��-.- - -i- I -_ - - _-_ __ - -._-_. _ 3,.. 0
<br /> 1
<br /> Et
<br /> �® _ 320
<br /> 519.55 519.55044..\11. - '�-
<br /> (JP TW-518.5 �r�' 520 - LI�1 BW 5170 ,-_ `. 1=.,, __- -_. 5 U
<br /> 1 BW-516-5- w
<br /> 51&75 518.75 __- -- 514 BRIDGE END SECTION 1 - _ _ _ - -
<br /> NO SCALE C5.2 I • �r _ _ c z~
<br /> BW 515,8 t - --
<br /> r'_ i BW SIS.& 1 t.. -. --. I EC v
<br /> L T,. -
<br /> -TW L--1E1-"1126.-g--
<br /> TW-517A _514 _ .
<br /> .I.BW ...�-_-b#742- 517.42 _B16.a - - --_ __ _ SEE DETAIL I _. _ _ -__ - _. Q
<br /> 1TW 517.0 ,___ ��_ g�l iW-517> 6` 6' .. _.... _... -.- _ F• �..--_ l4 -__ _. - -15•; Q~
<br /> __ BW 5160
<br /> .r__ Aft,
<br /> .. .. If ._". 5/8- PER PLAN Ir CIF y - _ __ - - ._1_. >t-
<br /> W M
<br /> .!� A.....64, --- T.W. p
<br /> (:.11 'iA _=__ �= -- ,;Y- 0 16B SEE DETAIL 3I II_ 5i: = a
<br /> 51839 I .., �@I594 <� ;v /4 0 1.611 - - _ i4IS PAGE
<br /> ---._- C I L,''C'BARS(SEE TABLEC OLES I_.-_-
<br /> 1, i5 90'02'28" I _- _._. _-_ -_ _-
<br /> 2'6 WEEP
<br /> SEE DETAIL 2 A� 89$733'- ` <
<br /> T-25.02' /THIS PAGE �T `249' _.._ ... _ __. -.... - _.. _..___._.- I -i.--
<br /> i=2502 -. -- - --- O
<br /> 1-39.29'.- I- 4 339.2-5'__ C.J
<br /> _._ _ S'S -... _- _ - r VL�.I 60 70 60 50 40 30 20 ID 0
<br /> �3,^, ,i B.W.PER PLAN 4■ - •1. M
<br /> HARDESON ROAD DETAIL 2 � "`6- '1,,* ` '<<•:.. I or.•• /4.16H NOTE.
<br /> j/ / b'BARS(SR TABLE) I.STATION 0+00 IS THE FACE OF EXISTING CURB.
<br /> 2 REMOVE CURB GUTTER AND SIDEWALK AND REPLACE
<br /> -- •� • SECTION. WITH CURB RETURN.
<br /> --__---__ fT __------ --_ SCALE HOW
<br /> VRT 1" 3
<br /> 4
<br /> I)¢•CR
<br /> PVI STA=0+63.73
<br /> ..:. �:I�' .1'5.27 ..;/:, -• m� \\`� PVI ELEV=519.51
<br /> _ 3"q.R 7. LI" o.
<br /> 1 I, .' U SL's E\I ry '1 fl . . OIM"B" 25.00 VC H
<br /> • ': r T 1 • : 1 SEE TA
<br /> I. - - - I }p 1 I '� ( B� NOTE THE 3'MIN CONCRETE TOPPING IS
<br /> `..� -r'- J 1•. I--I ` �': 'i _.-.< _---..____....- -__..___ _- _.__- -. - PROVIDED FOR THE PEDESTRIAN ACCESS AND_.. - 2
<br /> 2
<br /> �. I �• 1 �1. -- )C-,-,- {F', NOTYPICAL SCALE NG WALL SECTION C5.2 I,. _____ C. ._..._ RAMP 0.083 FTE OF A.r•?� �1 BE THICKER FOR ROADWAY._.._ NEW CEM�T CONCRETE N 2
<br /> \ rp -+,. ._-_.Oi--�.� W -.__ -_.____-. _ ,- ___ PEIVCITYOF E 9 1 y
<br /> �- _ .____ __ PER CITY OF EVRETT LAI Z1 Q
<br /> - r �, _ .- �- - N I --STD DETAIL NO.307 C
<br /> H
<br /> 1 12 HOLLOW CORf SLAB :.. W
<br /> _` _ __ _- LANDING . _ _ __ _.. IN __ _- _
<br /> __ SEE UPPER ;, �� rt
<br /> -._-.- 'O,_- _ SECTION FOR CONTINUATION / J'�//\,\ ��
<br /> ,,,,. ter _ . _._.- ..___ �� g��
<br /> COMPOSITE
<br /> .. _ r I - S .. / i. \�/S./\ gyp// .j��'/, - -___-L-'R� ,* m �: c
<br /> 4444 C. CRETE OIT G v.
<br /> •
<br /> 5/8I. 1610,4„,,..<,;.. 09"O CEA.WAY //'T /."y�-] _- _ --__
<br /> - -- - o wnu¢ •
<br /> i)� ,r' �'✓ '-,/`� ' ROAD EXISTINGUR ACE y{ G
<br /> 4 4
<br /> 516 'V, "_ -z`S�/�'' • ___ _
<br /> Vy2"WEEP HOLES �/" �fr� \ft~ C n +C :
<br /> V-515.0 _ - OJz`0/c �/ Ij` ../ f. o ; 5
<br /> B BW-5140 y TW-614..0 TOP G __. �,,- \, A `'
<br /> _ -_--.- ..._, ._ _BW 513.6__ -. _- BW PER PLAN " Mrw . .,; /\.�/a w .�..© -� . _ I. W
<br /> BW-514 - �_-_ TW- 1 _- T/i[1 TH •P r
<br /> - - re
<br /> --BW 5135 9 '-�
<br /> LANDING. 517 - TOE O .'.. \,.
<br /> _ 2 _ [.._ • _
<br /> /4 O
<br /> - BW-5140 --1 S �Ijr CLR(TYP) - -_ f-� EARTHFTCL _.__..
<br /> -.
<br /> EAR:NFTCL
<br /> 7W-515.0 _ 5-/4 I '- -
<br /> BW-514.0 616 _..BW 5140 I _._-_ ... -T _- - __.__
<br /> _ 1 t° �y1
<br /> At
<br /> 80 70 80 50 40 30 20 ID 0
<br /> .... ` ( NOTE STATION 0+00 IS FACE OF CURB, i
<br /> SEE DETAIL 2 4
<br /> THIS PAGE ':, I)EY CAN BE OMITTED ON WALLS WITH DIM"A"2'-0'AND LESS. u
<br /> I
<br /> ..,-1 _ _C-.., 2)Pc=3000psi -�
<br /> - _ -- LOWER PART Of END SECTION 3 _ _ 1 - t,,,,'4
<br /> • NO SCALE C5.2 3)REINFORCED ASTM A615 GR60 Ly=60,000 psi. ��- SCALE H N g
<br /> DETAIL Q l- � G' .7� 4 6 G 3 12 _ .
<br /> s)DESIGN L BEARING SECTION n_
<br /> d A \' SOIL BEARING-2000 PCF MAX. I -
<br /> Sa ® �� ACTIVE PRESSURE-35 PCF SCALE HORIZVERT 1"=3 I 'm
<br /> _ ... -- __...aN_ WING WALLSCHEDULE PASSIVE PRESSURE-200 PCF -- __ -- (FEET)
<br /> _ _. - -._- _._. SC .11810 - -- 1 Inc =6 H
<br /> "2 DIM"A" DIM"B" "C".BARS "D'BARS 0-FRICTION-.35 - `
<br /> m
<br /> i ., SURCHARGE-200 PSF 3 F„E.. o
<br /> as
<br /> ID -------------- OVER J'-0`TO 4'-6" 3'-10" /4 O 10'O/C V 5/4 .�/.:: �- _ i \ '
<br /> OVER 2'-0"TO 3'-0" 3'-O" #4 O I6.O/C V 4/4 5)DESIGN PLANKS FOR HS20-44 LOADING. i I" ���0 I .. SHEET
<br /> E;
<br /> - 2'-0`AND OVER 2'-6" #4 O 16.0/C V 4/4 `
<br /> ?/B 97
<br /> � _ _ _:__ C5.3
<br /> 1 11:" Z _ I a 5 I 6 I 7 I B I 9
<br />
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