HomeMy WebLinkAboutT-309201STA 4 +19.5 27.32' LT Np j E; NO. DELTA ARC RADIUS NE 1 /4, NE 1 /4, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I Q' =2_
CATCH BASIN NO. 3 - TYPE I ` + �
Y Z ° SEE DETAIL NO. B -01, SHEET 12 Il TRF_NG F R I- sm Pmn It i C1 58'08'07" 55.81' 55.00' 0f
0 i - 0 RIM = 302.85 SH1�cLL �� a :
of°ya W I.E. -2 1.74 L12' CPEP, S & NW) P �JJE►Jr C2 33'33'23" 32.21' 55.00' *NOTE.' ALL EXISTING STRUCTURES ARE TO STRAIGHT LINE SAW -CUT 30'
o d n o v= ( T'Y O F RE Nimm Tp }i BE REMOVED RETAINING FROM STA $NEW TO STA 10 +O EXIT 1 C` LT � Z
N 57'07'46 ";W(R) C3 39'43'04" 38.13 55.00' MATCH NEW PAVEMENT TO EXISTING
CE 20' WIDE CUP,B ,CUT RSTpT10t`0 PrND STREW �i'
WALL SEE SECTION 'A -A' DETAIL, SHEET 10
C4 41'24'35" 18.07' 25.00'
z SEE DETAIL N0: FRO1N,: SHEET 7'0 �V FR Lei : REQtJI%� tAF�P�S • -
C6 88'36'21" 38.66'
25.00' STA 10 +32.5712.12 LT
STA 3 +79 12.5 LT MATCH INEW PAVEMENT TO EXISTING 3 Z
J STA 4 +54,: CATCH BASIN NO.2 TYPE I ,- STA 2 +39.'58 '93' LT t
CB N0. 4 W,/'-THIN CURB INLET I €E NAIL NO., B-01, SHEET 12 STA 0 +00 AMA N
C� SEE G:6:R DETAIL NO. B, =26 RIM 303.67
CENTER 11 MAIL BOXES'STRUCTURE
Q (SFE' MAIL BCX LbETAIL, SHEET !10) CAMAS E
Z x�•' -" RIM= 362.05 -'� I.E. = 300.'7 (12" CPEP, S & NW AREA TO BE DEDICATED JO CITY OF RENTON
-I W LE.= 299.97 (12" P, SW) ; " LE.= 300.25 (�" PVC, YARD DRAIN) UPON RECORDING OF PLAT � `G 0 NE 24TH ST
3 _ , , LE.= 299:97 " {�" PVC YD) STA 4 +15.43 1ING - - - --
Q �_ i' FlPE "ACCESS EASEMENT / Hd1X CENTER CUL DE -SAC PC-VERTICAL 1' LT STA 2 +24 11' LT NO PARKING SIGN - FQ o coNCMaNNCCA7E
STA ERTICAL CURB B 6" PVC YARD DRAIN (TYP) Q' CATCH BA IN N (BRASS
0, T' TYPE 1
FIRE DEPT. TURNAROUND ° SEE DETAIL NG,.I B -0+ SHEET 12 XIST FENCE TO-BE REPLACED STA 0 +22.6718.11 tT p I
12 cam- - - - -__ 6 PRIVATE DRAINAGE PIPE ; RIM - 308.7 CENTER WHEEL CHAIR
Q I- 6' IL: 290.0 �' NO PARKING SIGN - -- UCTION ESMT BY NEW FENCE ON LINE -
0 30 3 -- - - - - -- 5 TEMP CONS R I E.= 305.44 S
- -- -- - -- - - - - - - - - -- -
ry
LtJ _ 11.E - - - - - - -- - - -- - - - - -- - -- - - - - - --
,
N ,47" - - ° �
- -' _
- _
` a � ,, ' 78.42 - -- - - - - - - -- - - - -- - - �- -
' " �' I - --__• - - _ ,, - - - -- - -- �` 58• 3o.G1' 1 I�ss
I . _ INSTALL MON MENT KIN ,SIGN r
�. NO PIARKiiJG. SI PIN€ .. ;. I.
�-x -(� (n.. _ - (PER CITY SD. /JH 31).. :PR SID �YC. ''NE
v IE.= 300.14 N wZ T(P� NEJ os�
Q 4 +00 3 +00 CA 2 +00 1 +00
LE.= 300:53 N;)0'30'47"E 46 58 - - - _ - o.
� � M 1, TO S.E. N : �
Q Q
1 O'7 = °ti r12 SLOP 155 LF 1 'CPEP ® 3.40 %;I SLOPE \ -; CAR Ri T ANSFORMER f STALL MONUMENT
A31- x,00• - -- -- ...... « ° (PER- CITY STD.
_.._
Q s, Cp ® _ _ Lx x_x ,/F1031)
: O z.:. 12" CPEP iNLE"" - poi, _C 1 L 50:00' 50.00': L - -- • 0.00. 5, 50. 0'_.. I 35.60' 1 i }0
LE-299 00 A 5'x8' ESMT E. -301 :3 SEE NOTES r ESMT. INSTALL SERVICE ABINET EE NOTES STREET NAME IGN
LE =300 I.E. =298.6`' >__ N 68'57'44 "E R i ABIN ,NUMB S SERVICE 9 0
C TA 0 +40.14 -11' LT
J 2 ' DE (R CUT 5' IDEWALK SEE DET. T, �()
�EE TES : dC C EF
o � � 0 WI CUB ; : � E NT' / SEE NOTES PT- VERTICAL CURB ti c
- -- -- - - - - -- -- - - - - -= 0 Q ♦ CABLES (3- i/2'eA: ND,ONNECTT Qh I *NE AS ST"
• �t -__< , ; 'SEE DETAIL N0. FRO1N. 1 IN
B t CAMAS AVE "
rr -------------------------- • r LUMINAIRE AND POLE N2 (2 SCH 80) .SH 4,CONNEOT
W i
a - - I ♦ I ER CE `,C INI TO, n
d " ----- 0 -� PHOTOCELL SEE FROM S V Z_
-- - 1 PR AT P 3 LE.- X02:3$ �, ( II JUNCTION: 8 X
FFj7 N030:47 E - a IV E DRAINAGE EASEM NMINAIRE -ANO O LE,/j TYPE O
A FH r e NEAREST P:S.E. WER SOURCE -
0
i I,. No USE �..,.� ,. d - TA. 9 +83:99.1 LT
s _ ,..,,W PHOTOC LL SEE;, _
I. �' D... :I. 14 t'f 12'. 'CPEP® 5.29% SLOPE i
a1 .9_.49 _ PC-VERTICAL UR8
L. : ^I. i,. ,I S NOTES :I
-- -•� e� _ SCIIEDULE`THIS SHT.)? I
,,: T <7' • <" �,. DECK '�
o 6 PVG YARD' DRAIN ?
� / STA 3 +45,.., 9 L ,- IN.1R AND POLE.. 1�
3 -- �------ - - - - -- - - - - -' 1 7 I I. 13 �:, I � i LUM A E '>� � N ,
5 I L 3 z
i 3
IJ1 o . n CA ? W PHOTOCELL SEE
_ 41 PUBLIC EASEMENT n 0
I I I E I I FlRE ACCESS EASEMENT M . I .I- .- .' _, I
n _ -SCHEDULE H15 SHT:. J� : A
7 S Z ) Q.
E!, r SEWER '& DRAINAGEI I rn 1 ,_ rn z
� a 41 3 <SjA?J +�, 20 LT.
�I I.. ,101. .. : in
EASEMENT FOR IN I 3 m rn N w / m 00
Uy c I.E.= 3vD:16 / EGE�ESS AND UTfLITIES, TO M I m rn o
9 3 � ,� I Z L ,, Z I �, M ;� Z �
W v N n I; m N I� ¢'
In - BE EFIT:LOTS 9 AND 10 m Z _ I.E. =303.9 _ i
m °
6 •, 5 i. €_ -302.9 I � rn m , -' ,
m' m p m LE. =301.9 l:E:' =304.9
6' LE.= 298:0 - n%
cJ
z
t_ - I z
C Z ' < :l Uf
f \ RI ; , i ,
o, I I 6" PVC YARD DRAIN ,'. ♦ i <__ - -',-- -- --gip ♦ I '---= I ♦,.,, '" 30
a I- - - - - -- / ♦ A _ _ -
- - - -- - -
x
J0 .x' r
} -?- - - - - - -- - +OOr
3 +00 - -- 306 -- " :2 00 1+00 x I •;'
391 L.F. 12 CPEP -A if/Y_ SLOPE- - -- -- - x T E .II JUNCTION BOX
-- ' - - -- -
�_ X--�P y
- - -- = 135.04 74:23' 50,00' 50.0 - - FIG.O - 50_00' 56.60 x x. __
all x
x x x x 62:22 x
s
5. NO'30'47 "E 615.70' 1245' -�
15' PRIVATE DRAINAGE EASEMENT
STA 4 +24 -- - -- ---------------- _-'�
d Q 18 L.F. -112" CPEP 01.07 SLOPE 15' PUBLIC SEWER EASEMENT : I ~
.FENCE TO BE REPLACED
FLOW. CONTROL RISER ACCESS STA 4 +06,45 STA 8 +91
W/, LOCKING SOLIDI, LID' BASIN NO. 5 -TYPE 2 -48"
71 SHEET 12 BY NEW FENCE ON LINE END CURB, GUTTER, SIDEWALK N%
1 SEE THIS SHEET RIM =305.0 EE DETAIL NO. B02 S E I START 5' LONG ASPH RAMP'
MATCH LINE 12 IE. 296.5 (12", S) RIM =304.5
it ,,.;. ' .. -- ...,:'. OVER '.,:.FLOW ELEV= 302:5 � LE.= 296.31. (12" !CPEP, ,.LS;E) • : �. _. _ -:_. - .,. ::. ._ -� �,
SEE DETAIL NO. BR -16 SHEET 12. ASPHALT TRANSITION RAMP v - - -- - - 130 Z
I
w STA 9 +03.65 15.25: (NE 24 ST 3
DWY. - -- r I ( )
Z t STA 0+15.25 (DRAINAGE)
.1 3 - STREET `LIGHTING W
` _ - - --
1=' ; z I C.B. NO. 5, TYPE 2 -48
c' RIM= 303.2 ADJUST RIM GRADE''I
Z 3 PO ��DUI�E
( I
POLE - MOUNTING ARM CIRCUIT COMMENTS I:E.= 292.40 '(12 CPEP, W AND N�' ; T'
"MAPLE ci r POLE POLE POLE P, SEE DETAIL NO. B027i 'SHEET 12 IN, ;
NOTE: EXIST. DRIVEWAYS m w -- -•' NO. LD.# LOCftT10V OFFSET HEIGHT LENGTH N0:
MUST BE ACCESSIBLE AT 1 3-71( B STA 4 +06 20' LT 25 8' A-1 NE 24tH sT.;
42 "m
'® I 2 3 ?Iq B STA 1 +65 19' LT 25' 8' A -2 CAMAS AVE NE MA Ye 6
ALL TIMES OR ARR�rNGE m 37 T735- i� -LT 25 -8' -I A -2
CAMAS AVE NE - b
�, , 3 Z4 B S
l
1 • zo" ' � ° z � STA 8 +1,.43,2,[3' LT
„ WITH PROP: OWNER) MAPLE r T�" F END OF s:, TAPER '
'MAPLE 33
WIRING SCHEDULE
w x MATCH NEW ASPHALT TO EXIST. a1 +
a - ,
a I ° RUN NO. CONDUIT SIZE CONDUCTOR COMMENTS % °o
o LUMINAIRE:
�I I 2 S 0 2 - #8 AWG, (USE XLP) LIGHTING NEW FLAT LENS COBRA HEAD, ................... .. ......4.. .........9 :............ .
� y' o I INSTALL
3-#10 AWG (USE XLP) PHOTOCELL 100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III UND
2 'SCH. 40 2 - #8 AWG (E GROUND'
LIGHTING DISTRIBUTION ON 25' DAVIT POLE WITH 8' ARM. MATCH LINE SEE THIS SHEET
a
F = ° - - - - -' 3- 10 AWG USE -XLP PHOTOCELL ALSO INSTALL' WSDOT TYPE II JUNCTION BOX
- i o NORTH RECOMMENDED FOR APPROVAL
2" SCH. 40 OPEN PULL WIRE SPARE ( # ) NORTH
it
� ( ) FADE CITY SHALL MIN.
m TO ANY DRIVEWAY. INSTALL PHOTOCELL ON By DATl"-v
�I CONTACTOR CABINET '0 STA. 1 +60 LUMINAIRE SCALE: 1 = 20
S - -- SERVICE CABINET I.D. NO.00lo4, 100 AMP GRAPHIC SCALE er aZ at e
0
18' N CIRCUIT A -1: 20 A BRANCH BREAKER 20 o 10 20 40 Bo By on Z
40 A CONTACTOR
I - -. - -- ORA/N CATCH BASIN CIRCUIT A -2: 20 A BRANCH BREAKER BY DATE
-
OW RIM fL= 282.13' 4D A CONTACTOR
( INFEET )
/ DWY.';' 1 tnch zD tt -
Z wv EL= 279.69 ' -Ni coac.) CITY Ill R E N T O N
I Z _' I I rn , L
o,' DEPARTMENT OF PUBLIC WORKS
5 STREET LIGHT SPECIFICATIONS s J.I'Jq
STA 5 +3q.5 E w Fc
w I r I
CONNECT TO EXIST C:B. TYPE 1)
{ �� , • ti HT' PLAN
ROAD, DRAINAGE, LIG
I I RIM. 282.271 EXISTING I ® I I e J° ENGINEER. i I
1. E.
12 _CPEP --E
( ;, JAEGER ENGINEIERING JAC UES PLAT
I.E. = 279.12 (EXIST 12" S Q
,__'. DRAIN CATCH BASIN : ':.. : u 0734 : 9419'Sot fh 2041fi
� I.. .: 'I'; I „'. I... ,:. r DESIGNED: : JJJII '1 "DATE: 11,'�Ol I 'I' FILE NAME;
r RIM EL= 282:49 : KO%it.. WA. .:9803 A
GRAIN ,' r II .., YP O`S :DRAWN. OB
Ia,AL. E
CATCH ,. 'INV. fL 277.69 N(i2 CONG.) .. C -: "_ r,:l,' :.
R /MEL =28. ,. '_ " 1.I.. Phone'.NO. :850-09341 'iSCALE. 1.; -2O FlELO.BOOK. ,PAGE.,.
�. •� 227 !Nl! EL 27749 E(16 CONC) 1I : I,.. • CHECKED: IAA
__ -_' I.
FrFM No. 8.90.0155 ,
!�_ �0�10P = INV EL= 279.12' -S. INV. EL- 278.00 -8(12 CONC.) .�. : I. ��.. '. ; I .I 'I � '. I..I '. .�.
EKPIRES. J-1 -0+ ,
12'. CONC. ':,) ...'APPROVED: SHEET: 4 OF: 1�
�.yV - t � -:� '. ' � !�' NO. REVISION '. � � BY IAPPR. DATE ..
I. ... .nKe+nla
I
SCANNED MAR 28 2003 � I� 30�/'
I
I
.- -
4
1
- vii I
_
..
i
:
�oLL ��� FR 1 pfg
I I I I
I I
I II I ,
I
II
I I I I
I I
I