HomeMy WebLinkAbout76STR288e%-s1. ^x�..>r-ws'q.. 23. ... .:. V s. r-rr. w. . ..am .. _. .: - .w-. �. � �€x ...... ...", .. ... sw T _ O•Ir�t ri5�19•IRi r�'0.5+'+1.faAf..S��..aMr •. rc.. swn
n.e" E.1`iM../6+w.BY. I.�...ry • ..... .. NA '♦ .. . �._ - s-�a•."Ri.e. ._ .I•. .HYt^. �..
it
1
i
J
4
r r
E LOCAL
4
5`Aspholt Apron Both]
s 5± 17` 17` _
, n �--o► Sides (Where
Exce►t.Widens to 22 at North End! f
Varies
.4"Concrete Sidewolk, 2 Applicable).
(South Side and 3 % 1 3% � l
West Side of V St. Nn
• O �n�� 'mot .. - 0. O.. / ..` '•. �.- "/. 5•..;. ..� • .Q... :! .
` Thickened Edge
N STREET PROJECT I. o, -
._ c` e ° e, r r_ • e o. o . a o f Existing Subgrode
t< ^ - . ^ < • ,��JJ I M `-Concrete Drive - Over Curb
—��' -_ - T e"CurbB►Gutter 2 AspholtConcrete
. C . < . ' . - < yp \ Both Sides(Where Applicable)
.__J • • ` . • . • . < 2" of 5✓8M Minus Crushed Rock
I{ • ^ Both Sides (Where Applicable)
N < < • o � Bonk Run Grovel (Thickness a Width Vorie '
'I ME c ° e e • NE
I
Wheet Chair - -- STREET CROSS SECTION
Per City Standard
T�REET PRO
� JECT LIMITS SCALE=NONE
I
0:1 N
000 ME
a' AIRPOR T c
ao�
r
W
ST
T- - ME LEGEND
TIE -DOWN
r
�I EXIST NEW
I or,
low
l y o ASPHALT CONCRETE CT-T-T- 1"T
j oCURB a GUTTER
i STORM SEWER
AREA BUILTSANITARY SEWER --SS---3IY6''S —s'—sue
&_ _ ,p; MANHOLE /e -
;/� �,- o DATE I CATCH BASIN - -�--
• !� • ! . GRAVEL
t 1 = II ;'i i� �� I Carve Sidewalk Over Next to Fence -
WATER LINE
a`1
(With Thickened Edge Aionqq Fence) / FIRE HYDRANT ASSEMBLY
�l F--+
�� to Clear Fire Hydrant and F�ioil Boxes VALVE -^ -
f CEMENT CONCRETE
UTILITY POLEiANCHOR
Wheel Choir Ramp ~
•`
Per City Standard / CHAIN LINK FENCE
•
--- I I CULVERT
T7 ---1DITCH MONUMENT
WEST -- �L_ f �I"/
f , '�� / MAIL BOX _-�
�
CENTER LINE
r� STREET SIGN j
i. . L•- - -
ELECTRICAL CABLE E
See Specs. for Drivers �de, ' TELEPHONE CABLE 1.
(Exact location Will�` �
PARKING
be Determined of Time / / { A
! / t _-_•r ram. MRLIMRTOM RR �.... I ! •
of Construction) �' -..�-'-�_,�'� NE
_ 22nd ST. q
L.I. D• 288
SCALES 1" M 40 76-0e
VICINT Y �P 1` I 2 I
SCALE = I" s 60d
23rd a "E" STS. NE
PAVING, CURB a GUTTER 8► S/W osoTl
_-- __-----_—_--- -- 76 STR 2" 01-
���II+III+11IITF1111/`1IIIIIIIII10111111 111111 77 ff'T 'T j<
r 3 41 9 10 1{1 12
t1t i�T rt t� N �1 01 0 0 [I IL
i i s ► s �'=
.I�d
�6v
.5 4-
0
-5 z
SG
CID tip
M
aQ 0
m�0
�.
S= -3.14% i S=-0.7O 0/0
NEW E CxR ADE
EXIST. PROFILE
BLDG. FLOOR E L EV.
r TOP OF WATER VA.LvE
i
F INTR.VALVE
CA 12rSTORM SEWER (E)(15T-)
_
1.E.53.00 m.5-i
5.=o.bs7� 1,E 53.08
`
i
v .E.52r78 Sri•; �,
I
4 I.E. 52 E x i -. 1.1 0.
j
�8
g
� !
O
t r�
4!
vI
�� )
_•t
t.
STA• i+GB, �A,IVCJ- E/s�T. acFI.iALT CCI�lC4ETE, CURB i GUTTER AN MA.T<_H W TI-+. NE✓J.
'
CDNSTk0C r -, WICIF F*,o4-k-WI FA-HIL EE ^Jil E. X I . '. FEN'E 3rd.)
(5EE SPEC',. FCh fIDEwA_K .�rl . �i 'vEvvA- t �N '.h ad- 'rC ECJ7 ';.
V•
�. C~ (I7'11rTr•� TG 'TA.�.+S2
..
DRIVE -OVER
4.
t+'�s3•%i)'k J,-T JP 1t� '_r=� r' ►�E T!. '7r�. 3+46 ANC MATCH Ex!-'T.
CURB (GUTTER N�
.57'A. .k,-
E r _ -� -_ r•kE ��l TcF. (REMOVE CMG TO CO EAC-T r10E)
�T
N
6_
;TA.I+ 5t(11 ; T. •N ri,__ -EE rC ChTCiiA' IN (I.;E a-F AWU tCT `C� EX
w
97
•i
,<
ADIUC.T EXi�T. CATCH BASIN TO F►ikl�H C►r,cYJF,._t: ;_R,/nlG= A'yv "` ;G-1000VER PER SPECS.
t5
9.
;; 2+F=� .1_' • '�i -Th-_ T f i� hT�r-1 �.»� '.-I.E. SZ.lEi TqF 54.81-AND rCNNE' .T
p
Q_;
10.
At
PRFMiNAky INVE_r A .►': S:HCV.e' E t BETWEEN TCP 0 F E TRAHf y £ f3CTT;_-,.* = � NEW B�:.TORM SEWEE.
7 (
117Ta. i t�� r� %�r � ItV _T���. w NE IC � ATCH eh:IN-1.� .��, �. � -• T ., `. 4 t!•., _. ^"( ..---- -
`
_. y
,
'
° f
r
CGIvNECI Nr W ..- e-,,;_ `_ r,-" W,TH B..L-J:T''Z` =Cti PIPE. ANG
IN E TF 6•� C 0 N' E T E WYE �: �! f K i H - . • r C l 1 i 1 K ?A R K i' `t :, , t -». t :.i tr Cr _��-i
` ,=•-=-�5
"
C
t7Ltt CQNSTFJC T EAwiVE-^jVER TYi4 CURB GUTTER TO STA. 3+46 I�NA
MATCH TC EXIST. AT 22•I:T-
do `^`
13.
UTIE iT Y POLE 7 bE MC•VEQ F: = TC THrE ;-p1JTH gY ^TNF�-
14.
STA. '3+45 (B_L.)17•Lt. ENG 5 ' WIDE �:i.EWALK ELEV. SK. E1W 55.20.
120
x
S•
REM :VF Ex,1fT. C•IlkPe 0 6_J'_ T=R. TL, ".�- +4E__
(4/
NCRETE rtJR,`-, i rEk HNC MAT!:+ WIT►t vEw.
MONUMENT ?C FIN15A GRADE.
IE•
AL, VA►_VE SCiX TO C'IN15H Gk,AUE_
:'� I L t N = !' H r _ Ft �t✓Qlu IN r. �'_ '
? ♦ J G i L . _ i N r .. _. I-,
TN4cF FrIH'E ,_ r Utr?r c ►'!.,'�,`+ ^..r, rGCr� I��AT10N �N Flt_: r+.L_ PLCtGT Pv�'r=R
527-II00
Lam_.
UNDE RGk �')►�v. P JF.. YEYEr H�'Ir _�-�__ =�- h'.JF �I t._ t�..= r _ - •� Ttl_".L.-.
QQ /'
�2e .i7V•
23.
�d�TR Jr T `N"E E _ r►{AtI� r�•AMP - PEc- r: T _7A,NCARiG.
%_4.
I IJUv Rr:P.OUNG P_ GAS LINE LOCATION ` HOVVN 1` APPRox.-EXACT COCAT►GN WILL BE
CstVEN BY NOTIFYIt4G C:^� Co.
.4 r= HOL F7 a✓W IC_,w ;1 iGIN"z.
Ii L I Dots I by I Clad. I AW
Aori.iM
DI.f a...f
ep"I
of #60
Volley
3 � a
V f r
' tl
AUBURN
2+50 2+00
fT - CURVE
A 89.41-50"
R 42•
T 41.778,
L 65.751
TOP 55.57
C 5 1. E. 53. z5
TOP 55.55
56
r'
54
A .•
I �APPROX. LOC AT 10h C F TC P C F 8 A %4 _ E +:ATE
I.E. 53.10±
1+5 0 1+0 O
E. EAST CURVE
p 89t 4Z•- 17
R 42•
T 41. 784r
L 66.757
C , ° • • r • ° . a , e • - r °, , ° ° , • - _ aALV. : ENCE
" *. .�� < ••` ,° .�( _ TELE. JCT. 3.4
c \ 17
� • L Y
2
ME
C tT Y OF Aas
PUBLIC WORKS DEPARTMENT
20 "A" ST. NW
0
PUGET POWER VA'JL r L `�
(3
�r
lr
WASHINGTON
Z
1—
go
d
W
ftiaolo� Drown IV
llwis. Iosss floso A.0
Vf►f. loss QDoMo� bt
CoNrosf Otil.ow� h
7s-00
s5
' M
7,
DoRo�
F10. tilt. 7G •TR !N BM•!
0
TYr-- `Pt - -E k
G .s's.i
Pei r
SZ
rC
Le L o. I" fi�Nfr
of 2
23rd 8 'E' ST& NE
PAM$. CUM & OUTTER VW moo• 0607l
u
d
IStN ST. NW
W
s
J
u
sR is
a
=M M,OW.
NT 'D.1' R:1:CT
- 5'Aspholt Apron Bi
¢ 4"Concrete Sidewalk � Sides (Where
(Except,Widens to 22 at North End)
°�Applicable)
Y 3'0 (South Side' an i - % ries
S d "
West Side of E' St. NE) %-
• a
STREET PROJECT LIMITS Thickened Edge •oo,000 00 00 00o
_s. o • ' o ob ....
NE
W
za
PROJ~ENE
0
LocN
Q flat ST. NE
NE
NE
1 th ST. NE^\
I \ _ NE
,. o n O o e e o C O C O p \ ::' _,.. ' , s .. �O • Q vwi "1
C O O c o o D p° 0 0 0 •O • O °, - �,. .. - ,,r': t°.i r ��� tinge Sub rode
0°0 C°OoO p•°•O °0 CO°OCO° °°°p°e Op°° GO O°, _ _ .:_ • t111 ih''.. f' `; r::. �° - " . xy'--t.E is.. - Concrete Drive -Over Cu
X
° ° . ° ° Type A Curb 8l Gutter Asphalt Concrete r- I d
P° °Ope•P° PO° O°ppe•., p ° . ° p ° Both Si es(Where Applicable)
°. °° . Both Sides (Where Applicable) 2" of 5/8" Minus Crushed Rock
°23rd--ST. NE Bank Run Gravel (Thickness B�Width Varie
0
P o ° :' a. � -,., 1a». ;._ < •:. ,.'r6k a *•�. � , i � 00
p
-
0° ♦' -•I ; _ __ .i- •
Wheel Chair Ramp STIR EET;`CROSS SECTION
y - ^ , _ .: STREET PROJECT Per City Standard 1 C T LIMITS SCALE=NONE '
> v
az'
AIRPORT coas.
C111
- - _-
LEGEND
TIE -DOWN
EXIST. NEW
Cn
o
I ASPHALT CONCRETE --
w _ CURB& GUTTER ____ -
AREA y n STORM SEWER. —ST-12"— -8'1 S�
• a� l_WkAS HILT�, . .1 .. SANITARY SEWER —ss ^ 36— .
cn G�Zhh� - MANHOLE -
DATE t o CATCH BASIN --_
Curve Sidewalk Over Next to Fence }; GRAVEL � o P
. ' s.,... to � .WATER. LINE., .,.' —w a'! --
(With Thickened Edge Along Fence) r. ' FIRE HYDRANT ASSEMBLY 4--►f�
to Clear Fire Hydrant and Mail Boxes
VA LV E -v—
CEMENT, -,CONCRETE 9.-� t=• 9•- _ .,_ d—:�:�
Wheel Chair R-amp UTILITtY•POLE/ANCHOR
`FE
Per City Standard ►' t ' Y CHAIN'LINK FENCE
/ CULVERT
ST. SE
I( �'
1 R
OURLINOTON RR SR le
sR le
_ VICINTY MAP
_ SCALE = I"=600'
,: O',4" G� Y. , =4. 11• N- > �` t: i'. G • t _ 4 - A 1; 4 a•`t ' o: tom• �
See Specs. for Driveway '
(Exact Location Will a
PARKING be Determined at Time
of Construction)
_SCOPE OF PROJECT
SCALE = I"= 40'
1
P
DITCH D
MONUMENT. ED
C• sEAe MAIL t BOX; o
CENTER LINE
t STREET 'SIGN
(� ELECTRICAL CABLE E
�o�gf.!?7JD,,t�aTELEPHONE CABLE T
22nd ST. NE
u
I. D. 288
r; 23rd & "Ell
STS. NE
` ..(PAVING, CURB GUTTER &'S/W
t }
Sheet I Contract N2.
of 2 76-08
Work Order No.
05071
76 STR 288 SH-I
-.-._.. -r +�.•u-.�--LL +'S ..ra+f;•.+R.'ik• '�' sed'"saYi.r.4..iu. ,i ,.. `E . e•.»c...__.,. _, .. 3 '^w.�fw a k x.. .,., .. ,. .,:-^'.".-.i .•. •:! .. ;:,�.,u �•;�" ,,e...'. .'F'. i,/`
'-i..........a �r..w..mws.6:. w...u-..::,.+ ..• �1 ♦! ';,.-,. ra: _.:`< .-2:.T.t:eLik+a..•::.:i4�:....,...,.:=.:.v:: a.. _r.a-�
►n QO O
h In
' x
i
qLj
Lai
-S'- 0.70 % $_ t 30° 0
W e !r
'
NEW G_RADE
-- -
o EXIST. _PROFILE t:
S
_
TOP 5 57 + i
-
' w TOP 55 55
w BLDG FLOOR ELEV. - - - - - - - S If--z--�--
as :
n
+ 4
_5 4 _
.T OF_ AT VALVELL
r i i
TOP OF WTR.VALVE �:: f .
_. _ •-t .. , APPROx.- LOCATION OF TOP•OF 8_TRANSITE WATER 'LINE
Iz SToRM SEWER
- - _
w. I
-57
0
53.00 N• 5.) -
CB LE 3 ZS i I E 53 O+
s s
LE 53.08
4.
- - �.
a I. E.' 52. 7-5 EX I ST. _
_.. ..
50 M� _ p ql
a ID�. _ m ..J
O _. _
ro
50
►� _ _ } �.
Q d
d
,
H ;�
,
_
3+00 2+5 Oo . + O
W
t+o
+ 15 p .
I, STA. 1+08, SAWCUT EXIST. ASPHALT CONCRETE:CURB,i� CUTTER AND MATCH WITH NEW. Z 'r -
I--•
URVE _'EAST,:CURVE
2. CONSTRUCT S'WIDE SICEWHLK,-WITH THICKENED EDCzE ALONCz'EXIST. FENCE Otl z3rd.�_
0 8 (SEE SPECS. FOR SIDEWALK HNO DRIVEWAY OPENtNCtS .TO .SOUTH _ _ --- - • - '
P1,
i
, 3. STA. I 08(17 L+� CONSTRUCT TYPE q CURB AND rzUTTEl2 TO STA. Z+83. ~-
., DRIVE OV R . _ ; 41.7 78 4_'
4. STA. I+08 17 Rt. CONSTRUCT DRIVE -OVER CURB TO:.:TH. 3-+46°AND MATCH EXIST. -
c CURB ' CcUTTER _ _ L 65. 5 _
1( 7 I L 65 75-7'
: VE EXIST. TYPE H CURB. CLUTTER. (REMOVE GtyG T0`CB� EAST SIDE
S. .RENT` • :.
6_ STA .1+09,(17 Lt) INSTALL _TYPE IC CATCH BASIN (I•E. 53.25)AND CONNECT TO EXI!- I�,• 16
STORM SEWER PIPE AS SHOV''rN. WITH 8"' CONC. 24 , -
.7.. ADJVST EXIST. MANHOLE TO W
NE F NISN 4RHDE .. _
_
8. ADJUST EXIST. CATCH BASIN TO FINISH S►DEWALI. G-RADE AIAO 'USE_ SOLID COVER PER SPEC5.
�
:. ;' : ...• ... . / : ', - 0 O V ° v o ° o e o � o • ° o o e oo p ° v e •V • o p • ° e- ° ' ° '' ". �,:
9. STA.2_-t80, (17 Lt.) INSTALL TYPE IC ♦ CATCH GHsIN-LE• 52.78 'TOP 54.81-AND CON RECT IS ' ° ° •' '• ° ` ° °
•. • •• O o •° °° o u y e° o •• o 0
e ° o • °, Q11LV. PIPE FENCE
TO EXIST. CATCH bASIK,WITH DUCTILE IRON FIFE, S p • ° • ° ° • ° - ° _ -
.1►.• ° ° o e • e o o • • ° o ° ° Ss •
'� •" I I I
10. PRELIMINARY INVESTIC:ATION SHOWS 6'Iy BETWEEN TO / ° ° °
.' ° °,
21
F OI= e TRANSITE BOTTOM o� NtW 8 STORM SEWER. • °•°! a '° ° •. o ° °°
X. ° ° , ° ELE. JGT i
.� . e e o e I f
If. STA_ ?__t60 (17'R+.) INSTALL TYPE IC CATCH'BASIN-1 E• 53.00 TOP`.54.81-AND. ° ,� �'` •• ° ° .oH a .°° . .° ° �T '' , . :1
-� , i-rt- W°° •• . • o D •T ..• ° u ° ° o o . r ° c e• o •. . ° • Yn .o ° : : o •
00.
D ° ec fe •° -• o o e e ° • • • °.� o "• y •,� ° • • ° '.° I% i. CONNECT NEW;CATCH GA_It4jO THE'SOUTH WITH 8••DUCTILE IRON PIPE) -�'' ^--' ° •. •^ ° ° •'••• °°• •- •°• •.D < i'
.. ' •- .,/ o ° C • • O • •1 • r o ° o •• .e e o •O e C O' O° .° • •
_ o :`..rO- ee • ° 00 •i O°°e.0 ".pe °• ,� O°00!° O M°e, °�.0 Q�,•„p .•-°-DOO O'_°.i Oy..O •-.-.e.,.0 ° .- O'• • :•1
_ .INSTALL 8 CONCRETE WYE TC, NORTH ) W ° I 1
11 .G ^ t • O O ♦ • O y ° • P • 1 • Q ° O °� • ° V , O •,.t° _:. a y.- • fl .. ° 4 ': • ° O ° O ° eO 1 ° e e • o O O O V - • 1. r..J • i
H (PLUG4ED FOR FUTURE PARMNCL LOT DRAINAGE. 36' ° e • • S ° • a •b °.. t
c •„ _ ° • _ i
! J _..-a I,•.. o°s �°o o,t°•�D°•b`°Ce o•°oA° .o°o "°•`°°0:Q°O°nv�°e o•o VC ya°oO v�uC• °�y °•Qy o•: c-,e 4Q°`'•'jQ.,. °r•• •, v1 r
12. STA. zt�0, (17 Lf) CONSTRUCT DRIVE -OVER TYPE CURB CUTTER :TO STA: 3*A6 AND � • ° ° •L 7 ` IB r 6`e ee•e
1. ..+ I .,. .. .. .. '.. ....... -... _._.__-_,..._ .._, _... _._..._ -... ('D ! ° :; ° ° . O .• 0 11 e• U , e • e r • • ° O t °• ° O O • °' • / ° f ° .• ' I
MATCH'TO EXIT. AT 22 Lt.. .. ,N '° '° e•°° '° e ,° 8.e °'° : • °•_•°• •°el 1
c °
o ° o
• ♦ •. 0 0 �,/`-" fr '^'(-. -"' ,,_ � C e e° • • .• .° ° °•• • ••°' o ° •°••• a ^eO •I•° • °c • ° ° °• Y I ! �S
+ tir,� n L IC! `^-°-� �,. ° �o • o `• Leo • • ° u ° • ° • ° •• i • 0. c ° e • C• ° • • - ° 13• UTILITY POLE To BE MOVED 6�-' TO THE SouTN BY cTHElzS 5 12
19 R'4 � y �'' o - e o I C!• : \ • e o o / I. I 1. .
, ' 1 , •^ n. rr11•ta,.•. •+r %�• 4w+.,7�lawYr M af' •.• _ ...,. V " -e ._. •-,e e� oA °.Qo o � Y • a o o ° ° ° a ° t --.'`
1
14. STA. 3+45 (B,L)17 Lt END -SWIDE SIDEWALKS ELEV. BK. S/W, 55.20• 20 - c.4 - .F _ _ _ °�•°°°°•° •'
I5. REMOVE EXIST. CURB GUTTcR TO S H.11 x2 ^�"e`°` �';1 • •°',••• •°,e°'°v° I I _I T 4 6
►6. STA. 3 *46, SAWCUT EXIST. %iEPHALT CONCRETE RETE, CURB CUTTER AND MATCH WITH NEW. 14 � 21 , .
17, ADJUST MOtIUMENT TO FINIS" GRADE. :'Pu4ET, Powea vAULT 5 T' •,Ta ° ;•° �` 11�
23
_. _ - - _
IE_ ADJ057 VALVE -BOX TO FINISH' GRADE. `
?{ i
15• LAY 51WIDE ASPHALT At'RON Ity.BACK OF DRIVE -OVER CURE A J. St-10`NN, GFt AS OIRECTEC 23rd 4*i BY E RaINE E R . ST. ' NE
20. STA.3{50(BASE LINE) 2c''Rt.) INSTALL FIRE HYDRANTA55EtJIELY,
-
LI• UNDERGROUND THREE PHASE 15KV DISTRIBUTION LINE: FOR LOCATION IN FIELD CALL- PUCLET..POWER' 927-I100 -.
22. UNDERGROUND BURIED TELEPHONE CABLE 4LI HOUR NOTICE REQUIRED EY TELE. CC. BEFORE DIGWNG - CriLL 228-0070• tiff / ' TYPE A' CURB CUTTER
23. CONSTRUCT WHEELCHAIR RAMP- PE(� CITY STANDI F90. ..
L9-. URIDE,RGP.OVND 2"GAS 14
LINE LOCATION SHOWN 15 APPROX.-EXACT LOCATION WILL BE LIVEN BY NOTIFYII414 aAS CO. Z
4-8 HOURS PRIOR TO DIG,41NG• AS `UILT
DATE
D.
/Z-,_,� (,,,� •
Cn
W
Approved by: C
- Scale Drawn by Date
iendl CITY OF AUBURN Glenn A. Officer L; LAD. 288
Y Horiz. I =20
n ��r Little Vert. I = 2 Checked by: heat S
PUBLIC WORKS DEPARTMENT
23rd '� ��� 5;,..
Giant TS. of
Director of Public WortEs / -+ 1=730 of the a Contract N�. Approved by*
�anTt�'� Valley 20 A ST. NW t, . , , NE
WASHING . 76-08 W.O. 05071
N4. Date By Ckd. Appr. Revision ifs/oNAt�'` _ AUBURN FileN2. 76 STR288 SH-2 PAVING, CURB'a GUTTER .-a S/W
4 -C-7G I _