HomeMy WebLinkAboutzT-3092SetSTA 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" - - ° �
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- _
` 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.
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: 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;, _
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L. : ^I. i,. ,I S NOTES :I
-- -•� e� _ SCIIEDULE`THIS SHT.)? I
,,: T <7' • <" �,. DECK '�
o 6 PVG YARD' DRAIN ?
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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
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a I- - - - - -- / ♦ A _ _ -
- - - -- - -
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J0 .x' r
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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
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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
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SCANNED MAR 28 2003 � I� 30�/'
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SEE DETAIL NO. B -01, SHEET 12 iREtsC.H RESTDI 71ot.i
F I _ 3oa• ZI RIM= 392.411 3.L.ty F�prl A- BE, cp r'
W t. -n^ (12" CPEP, S & nW� Pte` G >RRti Kv-
(n N 57'07'46 "W(R) C• (N 01= RE NTN F-tjc+l
20' WIDE CURB CUT RE•SipfzArio l P-,w si esr
z SEE DETAIL NO. FRO1N, SHEET ,YO pVFRL" PEQL.3tP -F- e iT-r,
Q STA 3 +79 12 W IT
NO.
DELTA
ARC
RADIUS
C1
58'08'07"
55.81'
55.00'
17
33'33'23"
32.21'
55.00'
C3
39'43'04"
38.13
55.00'
C4
41'24'35"
18.07'
25.00'
C6
88'36'21"
38.66'
25.00'
NE 1/4, NE 1/4, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
*NOTE. ALL EXISTING STRUCTURES ARE TO
BE REMOVED RETAINING
WALL
STRAIGHT LINE SAW -CUT ,
FROM STA 8 +80 TO STA 10 +32,57 - 10' LT
MATCH NEW PAVEMENT TO EXISTING
SEE SECTION 'A -A' DETAIL, SHEET 10 m
STA 10 +32.5712.12 LT
CL MATCH NEW PAVEMENT TO EXISTING r
-Jw STA 4+54),' CATCH BASIN N0.2 - TYPE I STA 2 +39 58 '93' LT
CB N0. 4 .R ET CURB INLET _ - -Sa -- DETAIL NO., B -01, SHEET 12 CENTER i1 MAILIBOXES �TRUCTUR1
CD SEE C 6.R DETAIL N0. 8, =26 9eb.el " RIM = 383:61" 304.11 SEE MAIL BOX bETAIL SHEET 10 STA 0 +00 CAMAS AVE. NE
z x' 3oo.q I RIMS` 303•x° LE. =38A 7 (12 CPEP, S & NW AREA TO BE DEDICATED TO CITY OF RENTdN
( ) =10 +00 NE 24TH ST
yrE.= Q99r9� (12" GPt`P, SW) LE - =3985 (�" PVC, YARD DRAINS UPON RECORDING OF PLAT I
_ I.E.= 299.93,(�S" PVC YD) STA 4 +15.43
Q _� ACCESS EASEMENT / [NTX CENTER CUL -DE -SAC STA 3 +70.29 -11' LT I. ;'I S +24 11' L �' NO PARKING SIGN
TA 2
PC- VERTICAL CURB CATCH BASIN NO. Tr TYPE 1 - -
Z J ; PIi2E DEPT. TURNAROUND : 6' PVC YARD DRAIN (TYP) o SEE DETAIL N0. B -0 SHEET 12 '
, XIST FENCE 1U BE REPLACED STA 0 +22.6718.11 LT
s`0 �* ,� ,,, 6' PRIVATE DRAINAGE PIPE RIM= 3o4.S9
9-P, 3F1(S -___ 5' TEMP CONSTRUCTION ESMTAb BY NEW FENCE ON LINE CENTER WHEEL CHAIR RAMP
ry W �" X06 r- a. -fit .rs ��s NO P RKING SIGN - - -- ------ - - - - -- - I.E. - Oro44jiZ -- J - - - - -- -- - - -
- --
LLJ
ry 78.42' - -- - -_ - - - -- - -- - �- 4 `�' - --
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I.E. = 300.1
Q }4.
0 10' N
Q O' ° �>
N n
Q CO 12" CPEP INLET
c % I.E- E99rA9
LE =300.3 I.E. =298.5 - 2'{9.35
-- - ----- - - - - -- - -- - / o
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--- - -- --- -- - -- ----------
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6- PVC YARD DRAIN- ? J
C-117 Se. -
--
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KIN SIGN
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a
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+00 - '304r
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A �'. � V V ` --
2b, EASEMENT FOR INGRESS I
� �
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W
9
9 3
LE. -- 300.16
EGRESS AND UTILITIES ,
N00'30'41E
\
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- -
TO P,S.E.-
1 +00
-
BEN�FIT LOTS 9 AND 10
X�X n
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8 I.E. =898.8
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END CURB, GUTTER, SIDEWALK ,
C-117 Se. -
--
INSTALL MON MENT
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PIN
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LX x -x
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S y� 1 tee 50. 0'
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-- ��
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NOTES
50.00'
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0.00'
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s <
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m 0
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r 20' WIDE CURB CUT N / wE,N rE5 do CA19Rd_r ,NUMB S. S RVICE PT- VERTICAL CURB c
C3 �. SEE DETAIL N0. -FRO1N EET 11 1� E T �/ i "CABLES '(3- #2'e�, ND�fOUIT
' LUMINAIRE AND POLE 2 (2" SCH. 80)'.SH 4 CONNECT
I ,>S Qt96LtC' �-p 1
DRAINAGE EASEM NT LUMINAIRE qND POLE 03'- /I.E.=,3112.35-
PHOTOCELL (SEE FROM SERVIMC [NET TO li N
NEAREST P.S.E. WER SOURCE. TYPE JUNCTION BQX
, 14 t -fµ12" CPEPO 5.29{ 'SLOPE W/ PHOTOC�LL (SEE
\ HOUSE �� '
SCHEDULE THiS SHT.) T: 4FfiFr, 19' LT.
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7 STA 3+ �5, 13' LT. i J I�0
LUMINAIRE AND PbLEt1 I a
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,
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-- - - - - --
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x-I
NO'30'47 "E 615.70' 12.5'
15' PRIVATE DRAINAGE EASEMENT ---------------------
' --
STA 4 +24 15' PUBLIC SEWER EASEMENT ! - - -- -
FLOW CONTROL RISER ACCESS STA 4 +06.45 FENCE ro BE REPLACED STA 8 +91
W/ LOCKING SOLID LID CATCH -BASIN NO. 5 -TYPE 2 -48"
d _ - SEE DETAIL NO. BR -16 SHEET 12 29f�.zt.
ASPHALT TRANSITION RAMP
9tOt.q
DWY. ___r I - I STA 8+936, 15.25'. LT. (NE 24 ST)
2 3 STREET LIGHTING I STA 0 +15.25 (DRAINAGE.)
363.1&. C.B. NO. 5, TYPE 2 -48"
----- -- POLE S HOLE' _ _ _ _ -- �cr>h= sv>n=- {riwcrSC FNIM 1v GRADE _
1118" < POLE POLE POLE POLE MOUNTING ARM CIRCUIT COMMENTS 292.32 I.E. =� (12" CPEP, W AND N3 ,
NOTE: EXIST. DRIVEWAYS yMAPLE NO. I.D,# LOCATION OFFSET HEIGHT LENGTH N0. SEE DETAIL N0. 8027, SHEET 12 '
Q; ® < I 2 1 3711 g STA 4 +06 20' LT 25' 8' A -1 NE 24th ST.
MUST BE ACCESSIBLE AT 3 ,
2 3 -714 B STA 1 +65 19 LT 25 8' A -2 CAMAS AVE NE
ALL TIMES (OR ARR-�kNGE - - - - =' ;'s� � 3 312.4 B sTA3+ -� �- 2 -T -8'- A -2 CAMAS AVE NE T �WITH PROP. OWNER) MAPLE ,& M F = MAPLE �! N iFiii3tktf3 Cr`L1Cfli ❑ C
wM
Q J 32" + --FIR _ O
CO i§ 04
I DRAW CA7CH BASIN
DWY.' I LLJ RIM EL= 282.13'
lNV £L= 279.69' -N(12 CONC.)
Z O +
V) w STA 6 +31.5 ° CONNECT TO EXIST C.B. (TYPE 1 C. RIM = 282.27 (EXISTING cB 13 c.e.
I.E. =279.2 (12" CPEP,-- - 1 I.E.= B�. -1.8 (EXIST 12" CONC. S DM41N CATCH B4SIN -- - RlM EL- 282.49'
DRAW DITCH msw WV EL- 27769' -N(12- CONC)
RW EL= 282.27' WV EL- 277.49' -E(16" CONC.)
WV EL- 279.12' -S. --- 1W EL- 278.00'- S(12CONC.)
12' CONC
RUN 'NO. CONDUIT SIZE CONDUCTOR COMMENTS
2 SCH. 40 2 - #8 AWG (USE -XLP) LIGHTING
3 - #10 AWG (USE -XLP) PHOTOCELL
1- 8 BARE GROUND GROUND 2" SCH. 40 2 - #8 AWG (USE -XLP) LIGHTING
3 - #10 AWG (USE -XLP) PHOTOCELL
2" SCH. 40 OPEN (PULL WIRE) SPARE
CONTACTOR CABINET
CONTACTOR CABINET ® STA. 1 +60
SERVICE CABINET I.D. N0. Oblo'l, 100 AMP
CIRCUIT A -1: 20 A BRANCH BREAKER
40 A CONTACTOR
CIRCUIT A -2: 20 A BRANCH BREAKER
40 A CONTACTOR
STREET LIGHT SPECIFICATIONS
REVISION
r 3 -
a
1
CONC. MON W C4SE
4SS GIP W/PUNCH)
tyAN�AS
S7 M E.. NE N69'or06'E
�JNSTALL MONUMENT
(PrP CITY STD.
STREET NAME IGN
(SCE DET. SH "NE Mh ST" CAMAS AVE" A 9 +63.99- 1 ' LT PC- VERTICAL TRB A
T
ui ou
N.
Q y�Y 'A 8 +11.43^ 12.23' LT ) , k
� env yr 5: � TAPErc; S. l � I
W ASPHALT TO EXIST.
LUMINAIRE:
INSTALL NEW FLAT LENS COBRA HEAD,
100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III
DISTRIBUTION ON 25' DAVIT POLE WITH 8' ARM. MATCH LINE SEE THIS SHEET
ALSO INSTALL WSDOT TYPE II JUNCTION BOX AS- SUILT-
(SEE CITY STD. PLAN #J -11a) AND FOUNDATION RECOMMENDED FOR APPROVAL
PAD. POLE SHALL MAINTAIN MIN. 10' CLEARANCE A.5- t3u1L.T PER FIELD
TO ANY DRIVEWAY. INSTALL PHOTOCELL ON NORTH gupw" e{ CJppalE.S ,
LUMINAIRE. SCALE: 1" = 20' gssoc. DA z Li
GRAPHIC SCALE ZT U A- !Z' �' DA s :' -
20 0 10 20 40 so n7 0A 0
By u DATE
( IN FEET )
I inch - 20 tL
CI'T'Y OF RE1-I'r(D1* -T
J. JAF DEPARTMENT OF PUBLIC WORKS
W OAD, DRAINAGE, LIGHT PLAT`
ti
"` JE z ENGINEER: ENGINEERING JACQUES PLAT
0734 9419 South 404tt9 PtOCb DESIGNED: iii DATE: 11 /O1 FlLE NAME:
IarAL E�'\ n10' K,ot1t, WA. 98031 DRAWN: DBA
- - 111v) Nth. rm) m" CHECKED: JJJ SCALE: 1 " =20' RELD BOOK: PAGE:
FE; W- a-, -o+ FacN0.-(253)85"1W
DATE APPROVED: SHEET: 4 OF: I6
SCANNED OCT 08 aft 4 f3; /P- 3af'10 �j._�I-a'a�2o SCAN. MMi� M� Z�E> R-3v92&* 7- i0p2-q .57esmir0-i�
40 • ?
a 2 41
MATCH LINE SEE T
THIS S
SHEET R
RIM= 385.9 '9CS.01 S
SEE DETAIL N0. B027, SHEET 12 B
BY NEW FENCE ONLINE
END CURB, GUTTER, SIDEWALK ,
,
12" IE: 696.8• (12 ", S) 0110.51y R
RIM =984.8 3D4.4fv I
START 5' LONG ASPH RAMP
......................... r
rnoa4.. .
........ .
.................. O
OVER FLOW ELEV =302.5 I
I: E.= ir3rF. (12" CPEP. N,S,E)
I S
wM
Q J 32" + --FIR _ O
CO i§ 04
I DRAW CA7CH BASIN
DWY.' I LLJ RIM EL= 282.13'
lNV £L= 279.69' -N(12 CONC.)
Z O +
V) w STA 6 +31.5 ° CONNECT TO EXIST C.B. (TYPE 1 C. RIM = 282.27 (EXISTING cB 13 c.e.
I.E. =279.2 (12" CPEP,-- - 1 I.E.= B�. -1.8 (EXIST 12" CONC. S DM41N CATCH B4SIN -- - RlM EL- 282.49'
DRAW DITCH msw WV EL- 27769' -N(12- CONC)
RW EL= 282.27' WV EL- 277.49' -E(16" CONC.)
WV EL- 279.12' -S. --- 1W EL- 278.00'- S(12CONC.)
12' CONC
RUN 'NO. CONDUIT SIZE CONDUCTOR COMMENTS
2 SCH. 40 2 - #8 AWG (USE -XLP) LIGHTING
3 - #10 AWG (USE -XLP) PHOTOCELL
1- 8 BARE GROUND GROUND 2" SCH. 40 2 - #8 AWG (USE -XLP) LIGHTING
3 - #10 AWG (USE -XLP) PHOTOCELL
2" SCH. 40 OPEN (PULL WIRE) SPARE
CONTACTOR CABINET
CONTACTOR CABINET ® STA. 1 +60
SERVICE CABINET I.D. N0. Oblo'l, 100 AMP
CIRCUIT A -1: 20 A BRANCH BREAKER
40 A CONTACTOR
CIRCUIT A -2: 20 A BRANCH BREAKER
40 A CONTACTOR
STREET LIGHT SPECIFICATIONS
REVISION
r 3 -
a
1
CONC. MON W C4SE
4SS GIP W/PUNCH)
tyAN�AS
S7 M E.. NE N69'or06'E
�JNSTALL MONUMENT
(PrP CITY STD.
STREET NAME IGN
(SCE DET. SH "NE Mh ST" CAMAS AVE" A 9 +63.99- 1 ' LT PC- VERTICAL TRB A
T
ui ou
N.
Q y�Y 'A 8 +11.43^ 12.23' LT ) , k
� env yr 5: � TAPErc; S. l � I
W ASPHALT TO EXIST.
LUMINAIRE:
INSTALL NEW FLAT LENS COBRA HEAD,
100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III
DISTRIBUTION ON 25' DAVIT POLE WITH 8' ARM. MATCH LINE SEE THIS SHEET
ALSO INSTALL WSDOT TYPE II JUNCTION BOX AS- SUILT-
(SEE CITY STD. PLAN #J -11a) AND FOUNDATION RECOMMENDED FOR APPROVAL
PAD. POLE SHALL MAINTAIN MIN. 10' CLEARANCE A.5- t3u1L.T PER FIELD
TO ANY DRIVEWAY. INSTALL PHOTOCELL ON NORTH gupw" e{ CJppalE.S ,
LUMINAIRE. SCALE: 1" = 20' gssoc. DA z Li
GRAPHIC SCALE ZT U A- !Z' �' DA s :' -
20 0 10 20 40 so n7 0A 0
By u DATE
( IN FEET )
I inch - 20 tL
CI'T'Y OF RE1-I'r(D1* -T
J. JAF DEPARTMENT OF PUBLIC WORKS
W OAD, DRAINAGE, LIGHT PLAT`
ti
"` JE z ENGINEER: ENGINEERING JACQUES PLAT
0734 9419 South 404tt9 PtOCb DESIGNED: iii DATE: 11 /O1 FlLE NAME:
IarAL E�'\ n10' K,ot1t, WA. 98031 DRAWN: DBA
- - 111v) Nth. rm) m" CHECKED: JJJ SCALE: 1 " =20' RELD BOOK: PAGE:
FE; W- a-, -o+ FacN0.-(253)85"1W
DATE APPROVED: SHEET: 4 OF: I6
SCANNED OCT 08 aft 4 f3; /P- 3af'10 �j._�I-a'a�2o SCAN. MMi� M� Z�E> R-3v92&* 7- i0p2-q .57esmir0-i�
40 • ?
a 2 41
STREET LIGHT SPECIFICATIONS
REVISION
r 3 -
a
1
CONC. MON W C4SE
4SS GIP W/PUNCH)
tyAN�AS
S7 M E.. NE N69'or06'E
�JNSTALL MONUMENT
(PrP CITY STD.
STREET NAME IGN
(SCE DET. SH "NE Mh ST" CAMAS AVE" A 9 +63.99- 1 ' LT PC- VERTICAL TRB A
T
ui ou
N.
Q y�Y 'A 8 +11.43^ 12.23' LT ) , k
� env yr 5: � TAPErc; S. l � I
W ASPHALT TO EXIST.
LUMINAIRE:
INSTALL NEW FLAT LENS COBRA HEAD,
100 W., HPS, 240 V., MEDIUM CUTOFF TYPE III
DISTRIBUTION ON 25' DAVIT POLE WITH 8' ARM. MATCH LINE SEE THIS SHEET
ALSO INSTALL WSDOT TYPE II JUNCTION BOX AS- SUILT-
(SEE CITY STD. PLAN #J -11a) AND FOUNDATION RECOMMENDED FOR APPROVAL
PAD. POLE SHALL MAINTAIN MIN. 10' CLEARANCE A.5- t3u1L.T PER FIELD
TO ANY DRIVEWAY. INSTALL PHOTOCELL ON NORTH gupw" e{ CJppalE.S ,
LUMINAIRE. SCALE: 1" = 20' gssoc. DA z Li
GRAPHIC SCALE ZT U A- !Z' �' DA s :' -
20 0 10 20 40 so n7 0A 0
By u DATE
( IN FEET )
I inch - 20 tL
CI'T'Y OF RE1-I'r(D1* -T
J. JAF DEPARTMENT OF PUBLIC WORKS
W OAD, DRAINAGE, LIGHT PLAT`
ti
"` JE z ENGINEER: ENGINEERING JACQUES PLAT
0734 9419 South 404tt9 PtOCb DESIGNED: iii DATE: 11 /O1 FlLE NAME:
IarAL E�'\ n10' K,ot1t, WA. 98031 DRAWN: DBA
- - 111v) Nth. rm) m" CHECKED: JJJ SCALE: 1 " =20' RELD BOOK: PAGE:
FE; W- a-, -o+ FacN0.-(253)85"1W
DATE APPROVED: SHEET: 4 OF: I6
SCANNED OCT 08 aft 4 f3; /P- 3af'10 �j._�I-a'a�2o SCAN. MMi� M� Z�E> R-3v92&* 7- i0p2-q .57esmir0-i�
40 • ?
a 2 41
SCANNED OCT 08 aft 4 f3; /P- 3af'10 �j._�I-a'a�2o SCAN. MMi� M� Z�E> R-3v92&* 7- i0p2-q .57esmir0-i�
40 • ?
a 2 41