HomeMy WebLinkAbout1584.2lo. 1 BY ! DATE
39 ,
g CCU rMent COI1C,-ete
sidew✓a/k over- e "crushed
SUrfac117 �; ' /
cement concrete curb
,gutter /-ype '' " over „
6 crushed sari loc//�� -;�
c/ass 'a
Uor/strUCt Z asphalt co,
pol"-Ment
vorio6/e slope
too"
78 '
39'
class °a " asphalt cone.
leveling course,
;where reyurred,
4-aN1o6/e slo.? e
4 "cement concrete --'�
s/deslalk over -
crushed surfacing �i % ="�
cerrrent concrete cvrh
OL'er � CrUSi7e �%
sur oanq %"
Y�—
s'+
c • o ' ` � _._.._ 1 0 `-��t�1 t"'T, Tom. o . n �_ � -_
`� P avernent c'ohfoNm } � � e,r/sfiny pavem enf � asphalt ` oric. aaer cement cGnc,'/ I
C -crushed surfacing �i l I P,o�emerrf cvr�Fa}m
UnO�BN / i ' ClO SS B ` ! 48 r .r i' „
6' � ../� �/t :"i S�, ' gy01_/r7r1
asphalt concrete 1 as ✓/nv one �ef loss 'a "
P
remove e r1shn curb
cohStrucl 3"ospha/f cone gutter s/de�vo9k cbr�slruc, 3 asphalt eoho/f
Pavement over 3" CS10hC11 pavemer�/- oiler 3" asp„
treated base o; crashed 'fruited bc:e aver crushed
rrfaC/ny
TYPICAL SECTION
R0.4D#.4Y SECTION A
NO SCAL E
6" "
variable distance I s= 6 " I s'
I remove e.r-rstirlq earn I � �
-
pavement 01-,7 n
6 Crushed Sur `aC/nq /l ,Fg'- �i
ea-istmg paved Uhc�'er / % ckvs
ramp area asphalt colcrefe
c,�-istir�9 pavernenf, ' � - -
r
s/ode o a
srde/ over e crushed' surfac/ny / -
consfrUc� :�" cspho/f cone, f ��� cerr�ehf concrete
pov�et. over 3 osphort curb gutter Type
1, eo, e �ar, b as e over over 6' crushed surfacing 11i r
crushed` sz1"-1'0c117q
R E V I S I O N S
TYPICAL SECTION
ROADWAY SECTION B
/VO SCALE
R1ly'
L
r "„a
road`voy surfoce� •• � •
--6
a
/2„
6.;
_ j _� c �� � 4 : 4 a - • -
�
Qd.®a oe
Type „A„
cement concrete .
curb ' drafter-
70 '
27.5"
6"
22'
c%s S `B " asPh olf concrete
111--levellng COUJ -Se as re cluired
construct 2" asphalt concrete
pay c�mer/1over/ay, cars "� '
CxIsting curb -guller
� s/derva/k
cernenl concrete
ad lust c. 8. 9ra%e to grade curb byufte� �� A�
OS regurred ; Sfo.?.' r eras
variable s/o e vow/, �/o surfocrr�9 �i % ='�
eXIst1119 surface
=- - exrstrng� pa✓emenf asoho/t cone. sumo �1 i Mr G --
Q
rely typ 6 I c. 8 . Inlet
curb //re see plans construct s` asa'o/" co/�C.
z�%c, pay erncrr� oaEr' 3" asphf�
erected base Jeer- 4
TYPICAL SECTION
R OAD`fA Y SECTION "C
NO SCAL E
APISA AL
Vol
� '•' NAL
/'
1
R%
4„Ce��'/�t COnCre;e
SidP,ryo/% ove/- 6 "crushed
sur;�Qc;rly� l�„ J
err/ove `rep/ace errsfiny
�ndsccp;ny of ,yet-v
mbonkrnenf grade
s requ/,wed
yak/murn slope 3:1
errsf por,('io9
/of curb
GEIV/ERXL N 0 TES
i Dafurn Is city of Ri en/On datum
2. 1411xo4 e serv/ces shall he perFor/ned /n accordcnce
the plc,�7s �spec/a/ pravisrohs fecbwcGl Prods/ohs a,�d fhe
S,tondorc' P./anS ane S,06C/f/CO/ions of ;he C/ty of Rento,h
(ST4lVDgRD SPECIFICATIONS , FOR MUIV/C/PAL PUL3L/C WO.RkS
CONSTRUCTIOIV 4 P&,4 /.969 ED1T1ON) Ur1/eSS rroleol Ctyer�/Se ors
the DII/WS or In The speclo/ provlsrons or lechnrcal pr0�11sio12s.
s. The existence and opprolumCfe /ocdions of undryroun ( Ufi%ifies
or structures shogrn on these P/ans were delerrmned by c
search of oval/able pub//c records. The /ocof/ahs Q?-e
afsoro,rrmote and SInce ocfUv/ loco/ion mOV be sorr�e"e
different from /hot shorten I CKe fhe
�recessar-y precaullonary mthe controclor sha// easures to prolecl- The utililies
nr slrucfores shown and any other ul/lilies or structures
on The �sIre. /f shall he the contras%rs response b//ity
to notify fhe of fhe ufi/ties or structures
coreerrWed before start//�y work.
4. Re%cation of existing overhead Pmower /rues Zvi// be Pe�forined
b y Sound
Puyef Power L /gh f Cop4ny. Pe%cod/ors o,`
CV-5s in ov rheQd le%Phone limes .�r�r// be per `armed by
PaC/f�c lilorfhwest Bell Te%phone Co`npany_
5: Exist/ny r-tvofe sr_gns ocafed in sfreef r/yhf of tvay
and /n fbe //re of work sh ll be removed h fhr.
front/n9 ,oroPe y owr/ers. c rrsln_y sfreef and Prof c
s/gns sha// be removed by fhe contractor and relacaled
os directed by fhe eny/neer; as earl Q f fhe work
Under th e brd Item far pavement gmova/.
6 � rsfiny Pri✓ofP /c�hdscap/I;q /are ds cCl n 1',')C i67
Planter bores gravels barrier curbs ports , etc.
shall be rerr/oved aril stored as -'ar-t of fhe work
under fhe b/d i/ern for /ondscapreMOi Cl-
Rep/acerVent of /ar7 dsC61Dln onu /ondscUPing /no-er/ol
shall be c%ne os Port of fhe work under the
b1d Item far landscape restarofion.
All storm drain pipe sha he Placed with c/ass -B `
6eddir�9 -/n/eSS 0 e, -verse noted.
8. Sforrrr d,10n PrP� sha// be lain concrete P/Pe
C'odorrr)Inq to �sT c-r¢ ext)a strengt,`1 for ,olpe
s/zes Ig Inches and /ess and shall cot. form. t0
ASTM 0-76 C/aSS 7l fOr 0//
9./,% eXisf/ng groUno' su,`Face feaf� res and topography
were mop/o e�' by PhotogrQ rri m e><ry orrd are sho�r �;
screened. A// contours ono' spot eler�dio, s QrE
oporo rirriale only far refere�ae �ourposes.
LEGEND
,-AIS/ S(7n. or StO,—M M-H.
EX/st hydrant
EX/sf power or fele pole
,E-Xos/ qos ar �va�eN valve
EXrsf gas rno/n
telephone
son. server
sforrn server
/nlef or c..e.
ground contour
wofer
/veov storm M-H.
/Vela StOrrn q'ra/rl /2" smaller)
_ :3
/ve/v s/orrn drain (wer /2'i
Neiv curb or curb e guller
'---�
/vela sfreef light po%
Q
EY/Sf rnanurnenl -` B.M. LINO.
307.22
Nely monument e COSe
,0125
Rt to e ofed fire hydrant
/vex- /nref or colch basin rn/ef
fyo e os r/ofe d
1, Daf•
Du,--12/7i +
', D.R. ,.:.:
Drwn__ E.FP. 12/71
Q. D•R.12/7i ENGINEERING, SURVEYING, PLANNING
Proi. Eng. D. R. 12/71 EVERGREEN BLDG., '15 SOUTH GRADY WAY
Prog. Dir.' J.H. D.1I2/7
- ---- - (206) 228-1060 RENTON, WASHINGTON 98055
Hd.Rk.No.�I 1 0 3E
CITY OF RENTON
ENGINEERING DEPARTMENT
STREET IMPROVEMENT
RAINIER AVE. RENTON AVE.
AIRPORT WAY
DESIGNED-----DATE_JEC 2.2- 1971 FILE NO._—______—___
DRAWN ------_--_--
SCALE NO SCALE FIELD BOOK-_— _PAGE-_____
CHECKED __ j�
APPROVED_ SHEET— I __OF—`-_._
CITY FN IN ER
1086-0872-20-D ..