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s a CATCH BASIN NO. 3 - TYPE I
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 `�' - --
� .c
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
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a
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o
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--- - -- --- -- - -- ----------
NO'30'47 "E -- -
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- -�.- 93.49'.. - - -- - -- y1D -`•
6- PVC YARD DRAIN- ? J
C-117 Se. -
--
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\
\ARKiNG SI
41; -- PUBLIC EASEMENT'` j r
KIN SIGN
//��
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a
fe
PIN
i
C -SEWER & DRAINAGE I
+00 - '304r
........ .
.................. O
7CPEP
�N uR (T fP� 2 +Op
A �'. � V V ` --
2b, EASEMENT FOR INGRESS I
� �
U
yNi
W
9
9 3
LE. -- 300.16
EGRESS AND UTILITIES ,
N00'30'41E
\
4S 58
- -
TO P,S.E.-
1 +00
-
BEN�FIT LOTS 9 AND 10
X�X n
-
-
m
rn
r7
`°
8 I.E. =898.8
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W' SLOPE
-1
NSFORMER
C
C
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- - - - -- :- =�- ------------
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SHEET R
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-
BY NEW FENCE ONLINE
END CURB, GUTTER, SIDEWALK ,
C-117 Se. -
--
INSTALL MON MENT
_' (PER CITY S rllll 3i)
n
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.
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in
fe
PIN
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......................... r
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-
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-
-
_
155 LF.
W' SLOPE
NSFORMER
1�k > <o - ESt�!T L
N 68'5744 "E(R)
LX x -x
35.80'
'
TA '0 +40.14 -11' LT
S y� 1 tee 50. 0'
100-, INSTALL ;SERVICE' MIN ET No s
-- ��
50.00'
I.E.= 301.3,
DYES
NOTES
50.00'
L --
I
''
0.00'
! ;`
` 1DEWALK
143 5'-j
18 L.F. - 12" CPEP 0+916 SLOPE-
s <
ar 0
m 0
30 ;
F
4)
lisp 0
# a v
°? I F
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.
' i :''.3iv I I , NOTE' M
7 STA 3+ �5, 13' LT. i J I�0
LUMINAIRE AND PbLEt1 I a
�~ `+ FIRE ACCESS EASEMENT CARPORT
I _ _ W PHOTOCELL, (SEE
,
lb� I M rn "' M 3 $CHEDULE TM!5 SHT.) /�
3 I o, rn rn�) 4 �, STA'�J +f;t, 20' LT. '�+� tyT'
aD
o,
rn
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fv r; 'L 246'2 6 5 Z 9 €._ =30 •`� LE. =303.9 � �I
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mrn 6" LE -i9&A I.E. =301.9 j - i = - - -- - - -- - 'l:E. =304.9
- _
z -
/'- -x - -- - - I z
6" PVC YARD DRAIN-- s __r ' - - --- - -- -- I
-- - - - - --
_ -----------
- - -
.r ��s'�'- .s':.,�- �.i��- - - �- s------- - - - - -- I ;
00 3 +00 --------------- ----- - - - - - -- - -306- -- JB7 2 00 Lot t1 x
LF. x_12" CPEP- _ SLOPE- - -.,-, -___- �� z = - X- = -!_f II' JUNCTION BOX
74.23' 50.00' 50,0 'S0: 50.00 -- -- - - -- -- - ----- -- 80:00' x --- --- -- -- - - - - -- )
- -- - x -x -x- x 62.22' x ----
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