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A PORTION d the N.E. 1 /4 of the N.E.1 /4, SECTION 5, TOWNSF1P 23 N., RANGE 5 E., W.M.
5 I I
I
NO°30'4 "E 60? .33'
93.91 ' V 90.42 -- -X� '
93.91 ' 50.00' 50.00' 50.00'
I:1943. 23, E:130616.551
STA. +12, 72' RT. (CAMAS)
ST 0 +68 (SEWER)
W SAN. SEWER MH 3 I I
I HALLOW MAN HOLE TYPE B 6 I I I
(STD. DET. #BR37, SHT 37) MIN. FFE: 3 .0 1
RIM= 365.5 304-91n
I.E.= 300.14 (8 ", W) Soo. cps
MIN. 307. o I (RIM TO BE MIN. 6" ABOVE 312
MIN. FFE: 313. (n FINISHED GRADE. SEE SAN.
� 1 SEWER STD. NOTE #17) I 1 T- - - - - - - - - - I
20 RIVATE EASE OR SIDE WER CLEAN OUT I -IE: 300.35
10'x 10' PUBLIC 10-, �j I � I I I
A ESS & UTILIT S ASP HA STA 0 +64 v
®1 PAST MAIN (PER SEWER ESMT. I
PRIVATE AD STD DET. BW18b "STUB MIN. FFE: 305.0 1 HOUSE
SF ! r
# ) STA 0 +62 1 300.11 � � HOUSE
11 309.0 ��, �� �� E: 3 .10 FOOTPRINT 3�8 I (A SUMED) I MI `FFE: 306.0
ST 0 +59
20 20' 80.86' 3' IE: 303.00 \ �z _ 6n 300.09 I I I AA j I O
\ STA 0 +54 IE: 3Ix- MlN. FFE: 305.0 I - - -� NEW 3/ WATER 309.0 0. 85.81' /4 6" 3 0606 6' PVC SIDE SEW METER 2 NEW 1" WATER METERS � O \ ® 2% MIN. (TYP) E: 301.67 1 � D (LOTS #8 & 1 ", - :j ° : IE: 30�. 2 CROSSING IE: - - - - -- MIN. FFE: 305.5 1 SEWER: 300.02
IDE_SE R \ ® STORM: 301.46 STA 1 +97
o 7. MIN. (TYP) O�� 20• 6" STUB
�. F E: 13 a S +24 IE: 3 12.32
0
4 TYP 50.00'
1'
I (LWATE #8& SERVICE g LINE 00 � � 6" STUB 3 50 0 - 50.00' - 3/4" _
IE: 299.92
m 7 `. 3/4"
IE: 301
2.55' 3 36" STORM N ID ALK o 15'
/ NO' '47 "E 3/4' WATER SERVICE LINE E LX F P
VC e95i ,
(TYPICAL) l
/ N: 9431.313, E:130579.281 0 EDGE-EX. P-
I A. 4 +11.35, 5' RT. (CAMAS) 4+ 0 ROW
I 1
\I ~ I
LW I !
I EX I"-
I® ( V) I I
I �
I J I I
�t
N
IU
X X W
00' 124.77' Z lqj
EXIST. CONCRETE DRIVE
I
S i
I T 12I 30' 1 30'
I I I i
II I I EXISTING WATER I d
II I I METER TO REMAIN
I FOR SERVICE TO to s l +
w I II L I LOT 1 4 I N l o!
II - - - -� I-- -I W ¢ 3I ;U �, I
0. EXISTING HOUSE I W In En m
MIN. FFE: 307.0 I o z l 1 Z
2308 NE 24th ST. I Op I c -a
1^ I I (TO REMAIN)
N I 1 1 I I N, I Ld W
1 I LOT 1 EXISTING SIDE SEWER O 1� N
dh '% I (TO NE 24 ST) TO REMAIN I I I I'
I z 3 1
Iz
L- - -- GAS
I I IN
IE: 30305
0' DRIVE4VA
1 (TYP) F
6"
IE_
16'
__ !_i I - - - EXIST. 8 "D.I.I ./ 'TERMAIN 0 _ 00 38_L PVMT. 2+ 0 1
WER MH STA O+A00 (SEWER) _ w -E (W3092) - -- - - - - - - - -
SHALLOW MAN H -TYPE B \� F W L w o M E 12_ TO CAMAS VE. N E. 1
I (STD. DET. 37, SHT. 6) 7? - - - -
RIM= 304. .51 S - - - - --
I.E.= 300.X (NEW 8 ", S) °00.23 ' X 12 EX. 5' SI EW K - - - �- - - - - --
I I.E.= 299.Jk (NEW 8 ", E) 244.39 \�� ���� �/ ST. LT. STA 0 +9
STA 1 +07
I.E.= 299.C6 (EXIST. 8 ", W) 2,91l 19 \ \ _ i 6" STUB 6" STUB N:19642.473, E: 130547.561
- -�'� SEWER: 300.50 IE: 301.04 IE: 301.17
EXIST. 8" CAP STORM: 299.00 I I STA. 2 +00, 5' RT. (CAMAS) I
IE: 299.E - 3/14" WATER SERVICE LINE STA. 2 +11.35 (SEWER)
ZAP 15' PUBLIC DRAINAGE EASEME IT (TYPICAL) ISAWCUT & PATCH I NEW SAN. SEWER MH 2 I
I (SEE NOTE BELOW) (STD. DET. #BR28, SHT. 6)
SAWC & PATCH I(TYP) RIM= 310.', ,5Q'
N: 19430.963, E: 130521.011 EX FH I I.E. = 302- (8 ", N)
STA 5 +05 (SEE OTE BELOW) 5> I N :193 -59.37 �o5_gl
SHALLOW MAN HOLE- TYPE (�) 1 @ 1591 %1SLOPEI2" CPEP I e: 130518,74 I pLA
(SEE C.O.R. DETAIL NO. BR37/) EX' I I I TL
DRAIN
RIM - 3@�3- 30 33 I I
I.E. =299. (8" PVC, W) 296•`i i VAULT I I I I Its
I.E. = 299.34: (8" PVC, E , Olt I
(J Y
2' -0"
JA
3/4" SQUARES SPACED - 3/4" CONCRETE
AS INDICATED - HT. 1/8" NOTE:
CLASS 3000
❑ ;m' ALL TRENCH RESTORATION SHALL BE PER CURRENT
❑ ❑ o ❑ ❑ F1 /2" CITY OF RENTON TRENCH RESTORATION AND
o ❑ o 4_3/4 STREET OVERLAY REQUIREMENTS.
12 "0
RAISE -1/2" FIBER JOINT NOTE'
WIDE BORDER PACKING FILL AND COMPACT THE ROADWAY PRIZM TO
1„ FINISH GRADE PRIOR TO TRENCH EXCAVATION
45• (1/8)
z
O 8"
T
> 15'
Ld
CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. NO TO SCALE
6' CLFANOUT DETAIL NO BW18B
z W7o.'1_��_r0
v •
AND INSTALLATION OF THE SANITARY SEWER MAIN.
NOTE:
WATER METER BOXES SHALL NOT BE INSTALLED
WITHIN THE DRIVEWAY APPROACHES.
- IN SAME MANNER LAS !1`�5 of ,
WA&I '
MAIN SEWER JOINTS.
GRAPHIC SCALE
20 0 10 20 40 80 '0
734
( IN FEET) L Ems` Acl(5y
1 inch = 20 ft. EXPIRES: 371 T2 006
N0. REVISION
7 \ \ EXIIST. RETAINING WALL \ 7 W EX. SSMH
50_00' _ _ _ _ _ _10748" _ _ __ _ - - - _ - y� -I (53092)
N: 19013.963
S E SEWER /4" E: 130556.67
NEW 5' SID- ALK - I --
3
12" STORM - - - - - SS MH
GE EX. P - -
_ _ _ 8.35•
_ _ -T- N89'07'08"1
1+00
- I I EXIST. 8 "D.I_WATERMAN 0 TA 0 +00
(W3092) - - - - - - -E - 4 I I (CAMAS)
= 10 +00
EX 5' SIDEWALK= �\ I (NE 24
_- EX.. ST. LT. --
ST)
SAWCUT & PATCH
(SEE NOTE BELOW)
(TYP)
I If I I I
EX. FH
N: 19055.14 I I II I 1
E: 130513.04
I I II I II
I I I I II
I I I II
I
I I II
I
NOTE:
1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED
FOR LOTS 8 AND 9 WITHIN THIS PLAT.
2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF
THE DOMESTIC WATER METER TO EACH LOT WITH A FIRE
SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE
WATER SERVICE STUB AND METER.
A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMITTED
TO RENTON FIRE DEPARTMENT FOP 9EVIEW AND PERMIT
PRIOR TO THE INSTALLATION OF THE SPRINKLER SYSTEM.
A BACKFLOW PREVENTION DEVICE DOUBLE CHECK VALVE
ASSEMBLY IS REQUIRED FOR EACH BUILDING.
As- 5L)IL -T
AS- BUILT PER FIet_D Sup -N! I
Q� CEt�I`fERP01t�1� SURV�I►�iG1
pyuGt�SC' z�o4 i
ENGINEER:
.JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
BY APPR. DATE Fax No. (253) 850 -0155
RECOMMENDED FOR APPROVAL
BY: �2e �~_ DATE: / o
BY: DATE:
BY: ' DATE:
BY: DATE:
CZTY OF R�NTON
DEPARTMENT OF PUBLI- WORKS
SAN SEWER & WATER SERVICES PLAN
DEMPS PLA T
DESIGNED: JJJ DATE: 3/6/04 FILE NAME: DEMPS -4
DRAWN: JJJ
CHECKED: SCALE: I" - 20' naD BOM PAGE
APPROVED: SHEET: 4 oF: 7_
nacera or watt vows _
r2 Iv
6"
IE_
16'
__ !_i I - - - EXIST. 8 "D.I.I ./ 'TERMAIN 0 _ 00 38_L PVMT. 2+ 0 1
WER MH STA O+A00 (SEWER) _ w -E (W3092) - -- - - - - - - - -
SHALLOW MAN H -TYPE B \� F W L w o M E 12_ TO CAMAS VE. N E. 1
I (STD. DET. 37, SHT. 6) 7? - - - -
RIM= 304. .51 S - - - - --
I.E.= 300.X (NEW 8 ", S) °00.23 ' X 12 EX. 5' SI EW K - - - �- - - - - --
I I.E.= 299.Jk (NEW 8 ", E) 244.39 \�� ���� �/ ST. LT. STA 0 +9
STA 1 +07
I.E.= 299.C6 (EXIST. 8 ", W) 2,91l 19 \ \ _ i 6" STUB 6" STUB N:19642.473, E: 130547.561
- -�'� SEWER: 300.50 IE: 301.04 IE: 301.17
EXIST. 8" CAP STORM: 299.00 I I STA. 2 +00, 5' RT. (CAMAS) I
IE: 299.E - 3/14" WATER SERVICE LINE STA. 2 +11.35 (SEWER)
ZAP 15' PUBLIC DRAINAGE EASEME IT (TYPICAL) ISAWCUT & PATCH I NEW SAN. SEWER MH 2 I
I (SEE NOTE BELOW) (STD. DET. #BR28, SHT. 6)
SAWC & PATCH I(TYP) RIM= 310.', ,5Q'
N: 19430.963, E: 130521.011 EX FH I I.E. = 302- (8 ", N)
STA 5 +05 (SEE OTE BELOW) 5> I N :193 -59.37 �o5_gl
SHALLOW MAN HOLE- TYPE (�) 1 @ 1591 %1SLOPEI2" CPEP I e: 130518,74 I pLA
(SEE C.O.R. DETAIL NO. BR37/) EX' I I I TL
DRAIN
RIM - 3@�3- 30 33 I I
I.E. =299. (8" PVC, W) 296•`i i VAULT I I I I Its
I.E. = 299.34: (8" PVC, E , Olt I
(J Y
2' -0"
JA
3/4" SQUARES SPACED - 3/4" CONCRETE
AS INDICATED - HT. 1/8" NOTE:
CLASS 3000
❑ ;m' ALL TRENCH RESTORATION SHALL BE PER CURRENT
❑ ❑ o ❑ ❑ F1 /2" CITY OF RENTON TRENCH RESTORATION AND
o ❑ o 4_3/4 STREET OVERLAY REQUIREMENTS.
12 "0
RAISE -1/2" FIBER JOINT NOTE'
WIDE BORDER PACKING FILL AND COMPACT THE ROADWAY PRIZM TO
1„ FINISH GRADE PRIOR TO TRENCH EXCAVATION
45• (1/8)
z
O 8"
T
> 15'
Ld
CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. NO TO SCALE
6' CLFANOUT DETAIL NO BW18B
z W7o.'1_��_r0
v •
AND INSTALLATION OF THE SANITARY SEWER MAIN.
NOTE:
WATER METER BOXES SHALL NOT BE INSTALLED
WITHIN THE DRIVEWAY APPROACHES.
- IN SAME MANNER LAS !1`�5 of ,
WA&I '
MAIN SEWER JOINTS.
GRAPHIC SCALE
20 0 10 20 40 80 '0
734
( IN FEET) L Ems` Acl(5y
1 inch = 20 ft. EXPIRES: 371 T2 006
N0. REVISION
7 \ \ EXIIST. RETAINING WALL \ 7 W EX. SSMH
50_00' _ _ _ _ _ _10748" _ _ __ _ - - - _ - y� -I (53092)
N: 19013.963
S E SEWER /4" E: 130556.67
NEW 5' SID- ALK - I --
3
12" STORM - - - - - SS MH
GE EX. P - -
_ _ _ 8.35•
_ _ -T- N89'07'08"1
1+00
- I I EXIST. 8 "D.I_WATERMAN 0 TA 0 +00
(W3092) - - - - - - -E - 4 I I (CAMAS)
= 10 +00
EX 5' SIDEWALK= �\ I (NE 24
_- EX.. ST. LT. --
ST)
SAWCUT & PATCH
(SEE NOTE BELOW)
(TYP)
I If I I I
EX. FH
N: 19055.14 I I II I 1
E: 130513.04
I I II I II
I I I I II
I I I II
I
I I II
I
NOTE:
1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED
FOR LOTS 8 AND 9 WITHIN THIS PLAT.
2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF
THE DOMESTIC WATER METER TO EACH LOT WITH A FIRE
SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE
WATER SERVICE STUB AND METER.
A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMITTED
TO RENTON FIRE DEPARTMENT FOP 9EVIEW AND PERMIT
PRIOR TO THE INSTALLATION OF THE SPRINKLER SYSTEM.
A BACKFLOW PREVENTION DEVICE DOUBLE CHECK VALVE
ASSEMBLY IS REQUIRED FOR EACH BUILDING.
As- 5L)IL -T
AS- BUILT PER FIet_D Sup -N! I
Q� CEt�I`fERP01t�1� SURV�I►�iG1
pyuGt�SC' z�o4 i
ENGINEER:
.JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
BY APPR. DATE Fax No. (253) 850 -0155
RECOMMENDED FOR APPROVAL
BY: �2e �~_ DATE: / o
BY: DATE:
BY: ' DATE:
BY: DATE:
CZTY OF R�NTON
DEPARTMENT OF PUBLI- WORKS
SAN SEWER & WATER SERVICES PLAN
DEMPS PLA T
DESIGNED: JJJ DATE: 3/6/04 FILE NAME: DEMPS -4
DRAWN: JJJ
CHECKED: SCALE: I" - 20' naD BOM PAGE
APPROVED: SHEET: 4 oF: 7_
nacera or watt vows _
r2 Iv
r
W
1
O
OL
CL
� W �
U.I
O 2
Q
o N
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c
I C I ^^ z a
=J �
s
3
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U
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Ld
A PORTION of the NE. 1/4 d the N.E.1 /4, SECTION 5, T"OiNNSI-r- cs N., "i-wiv..= 5' E., WM
....280 ...................
OD
lo
r�-
.71
50.0' VC
cInn
ON
mLOO
aN
o,
LOW POINT ELEV = 303.53
cm 7
N
.f
4
°n0
4
U)
°np
.6
°n0
O
_N
,M
h
nee
LOW POINT STA = 4 +70.21
MO
M
11 )00
M
M
Soo VC
M
nr
In
PVI STA = 0 +37
M
n
M M
ALTERNATE STREET
CROSS SECTION
SPPAGRJ014
PVI STA = 4 +30
.�a3s
r'jT7s.
Af
T L lTTT M. srlP.
{�I1��N tl "r S •
PVI ELEV = 312.50
......................
t -
............................... PVI..J = YET/.._... 302. 95......................................................................................
.............................. ......................
...............................
.. .. .......
......... ...
c
.......... ............. �
�
............... .............. .............
.......... ..A:D:... =...- 5:29 .... ..
.......................... ...............................
A.D. = 4.37
o...�
PVI STA: 1 +80
_ :+
-
to : . K = 42.76
N`C
Y = 34.79:
+
N
c
VI ELEV 31 1 23 '-
P -
M
+ :N
XISTING GRADE o o ::M HIGH PT: 0 +53.59:
+'
o:r7
I
150.00' VC
I
V)
A.D. -2.4
AK 20.662
:WEST PROPTY LINE ELEV: 312.31
v :L�.i
:....
335 .......:.................:......................................:...................:....
.............:.................
..... :.....,.
;.:c,. ...��..
............... ............... .... ............. ...............
>
�i
...
31 5.. ..
iEXISTING:
D
4.40t.'
CENTERGINEOGRADE
-
- - - -- -- -- -- --
Z
1
--
_ - --
_ .89X;
0o
i J I STA 4+• 9.6 10.0' RT
'`T
OM
-- -- -- --- -- -- -- ---- - --
--
- - --
----------------
.... .......:.
3 }a
...............................
CATCH BASIN N0. 5,: TYPE 1
.......... rPE..............................:.....................,..........:...................:..................:.................:...................:
...................:...........
--
--
-- -
--
:.................
3 a
a
RIM= 303.�lS.7z
ice)
- -- --
30...
cq
O
I.E.= 36x-75 (8" D.I.: SE)
in
-
Iq?I CPEP o �'°'."
EXIST 8 'HATE
R
U
�I
3
- 3.319+
- -
-1
-
- _
EL
--------- --
-
-
-
..,,. ............
..............................
..
-- --
__ - -------
_ _.... ............... ...............
..... -
-
_
-- - -
-..
.............
3x5
:
- -
-- `
- -
- - --
- - - -- ------ - - - - --
-
--- - - - - -- = - - - -_- - - -
EXIST�B WATER
-
_ -
STA 1+: 00, 12.5' RT:�
'
-
RIM- 311.1hZ .-mv
0 .......:.............,
. __........................�_.._
-
-:- :" ..........
y
:....................... ...............................
I.E.= MS. 12" CFIEP S
.... ............... ..
........
............... .............
....
3x0
:....
�
��36"
PEP 00.0%
STA t +07
'STA 1 +97
�:$m........:....:
�.................................................................
WETVAULT
DEAD:STORAGE
6" STUB
IE: 301.17
: 6" STUB
IE: 302.32:
STA. 250, 5' FIT. (LAMAS)
.....
...................
295
;STA. 4 +11.35, 5'
T. (CAMAS)
............................... .................................
...............................
STA 0
....... .....
..
... ....... ... .....
:STA
(STD. DET.3#BR28)
............... ...............
............... ............... ..
..... ...............
295
STA 0 +00 (SEINER
: 6° STUB
6" STUB
RIM= 31:0. , sa
",
NEW SAN. SEWER I
IH
STA 4 +03.33, 10.0' Rfi
IE: 301.04
:
: iE: 302.45:
I.E.= 3fQ4 5 (8 N)
3-5.97
N
....
29a
HALL N
?(STD. DET. R37)
�.. :S .............
304. f
-
.:...................:.........
.............................
CATCH BASIN NO. 3 TYPE
RIM= 304 Q.5 ...................
-54"
.................................
STA :2 +93, 12.5' :RT
......................:....
...
.....
............... ...............
............... ............... .....
..... ............... ..
.....
N
............... ...............
....
:...290.
;RIM
:I.E.- 300.)$ (NEW
". S) 'w-Z,3
I.E.= 599 0 (12" CPEP., W)
- r.t,7 :................
LP
BASIN
RIMa 307.17 ✓
Z:
I.E.= 299 (NEW
:I.E.- 299.]W- (EXIS
"' E) 244.x6
. 8 ", N)244.Z1�
IE:- 29949 (36" CPEF!, E&S
W ROUND, SOLID, LOCKING
FLOW �{ESTRI CTOIZ
w /.
295.
LID
I.E.= M4.0 (12" CPEP,
I.E.=:: 4978 (36" CPEP,
S) 3T?I.94
N)
a��;� ��
z
J.
STA. 4+12,::72' R
CAMAS
c >
DET SHT: Z a
� 2R S. lv 0
J ®dl�fl
....
285
:....
. sTA o+6e (sEwE)
.
:........................................................:..........................................
...............................
tAH:
W:............... ..........
z.
..:...285.. .
E
NEW SAN. WEIR
MH
PROFILE
CAMAS AVE.
E
w:
SHALLOW MAN HO
-E TYPE B
v:
(STD. DIET. #BR37
1 " =2 )'
HORIZ
RIM= 395.E
1 " =5
VERT
I.E.= 308.13 8 ",
30n'08
:DATUM! Ef.L'V
....280 ...................
_ 280
M
M
............................. ...............................
pr< A3 aouRC. 4 +00 3 +00 2 +00 1+00 0 +00
wIN wALl NACRCT 6 -"1
ALw. F.
A CNEItAI�. NOTES
ALLOY foir -Te
STREET LICsHTS
su+ltTtR \\
1. M ATIMk ahMi be M veeereonee .nh tT,• My of Ilw+ten standard Pler^a and 1peeMeetlsns
1 /r• uN LOCR00.1 -�
ryutl AXNr / -
1-1 /r' O.D.-
tartm ALUM. Pelc
at" MALL ALLOY 903 -16
'ABC RICAN r6RsN -
'r-j'
seer I
IN NAmpomt. 4•M• ptMrO
W/COWR AND s.$. SM"
•ASE rLAPPIC ALLOY 336 -76 W7rl rMOMft LM
60.7 COVERS A S.S. SCREWS
in- or Oat Asm
f CONCRETE PAO FNSIILO ORAa
AN 1. O fT[Cl
AN 11 oars % Mir ,
NUYS ANC WASItERS
TYPICAL CONCRETE PAD DETAILS
ADOPTED
CITY Or RENYON
U" DAIS 5/9,
rr -r
R/W LINE
.yKwALlf
CuR,O
C Rnmiw
tuft
MwALR
P /w LYNE
111' A"',
(;Lt rnvA ONrvrwAr
ALTERNATE PLAN VIEW
w:�u>QreelerreH te�rorxrs
w•.. `STREET L041 CONDIIH
IRENCN DEPM 24•
TYPICAL STREET LIGHT
FOUNDATION LOCATION
.,-TAPKPK ALUM. POLE
OD
lo
r�-
.71
r rNAWOI[ OII e•,.
/ OPCMNT W/COVER
cInn
ON
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wIN wALl NACRCT 6 -"1
ALw. F.
A CNEItAI�. NOTES
ALLOY foir -Te
STREET LICsHTS
su+ltTtR \\
1. M ATIMk ahMi be M veeereonee .nh tT,• My of Ilw+ten standard Pler^a and 1peeMeetlsns
1 /r• uN LOCR00.1 -�
ryutl AXNr / -
1-1 /r' O.D.-
tartm ALUM. Pelc
at" MALL ALLOY 903 -16
'ABC RICAN r6RsN -
'r-j'
seer I
IN NAmpomt. 4•M• ptMrO
W/COWR AND s.$. SM"
•ASE rLAPPIC ALLOY 336 -76 W7rl rMOMft LM
60.7 COVERS A S.S. SCREWS
in- or Oat Asm
f CONCRETE PAO FNSIILO ORAa
AN 1. O fT[Cl
AN 11 oars % Mir ,
NUYS ANC WASItERS
TYPICAL CONCRETE PAD DETAILS
ADOPTED
CITY Or RENYON
U" DAIS 5/9,
rr -r
R/W LINE
.yKwALlf
CuR,O
C Rnmiw
tuft
MwALR
P /w LYNE
111' A"',
(;Lt rnvA ONrvrwAr
ALTERNATE PLAN VIEW
w:�u>QreelerreH te�rorxrs
w•.. `STREET L041 CONDIIH
IRENCN DEPM 24•
TYPICAL STREET LIGHT
FOUNDATION LOCATION
.,-TAPKPK ALUM. POLE
I °•` °'• "••° , -'
WALL ALLOY 6063 -76
YI
SATIN CROLIN0 FINISH
r�-
.71
r rNAWOI[ OII e•,.
/ OPCMNT W/COVER
'SL'
/ t S.S. Smws.
ORCRIND LUG
ANDS POLE
LIGHT BASE AND JUNCTION BOX LOCATIONS
't it
N 4 Et {F
CITY or RENTOM
S IIIE[1 lrf II EIRRRAI li•j
A AIRRdAN rtAlR1
IRENCII My III r.•
• W "g Noy O1 1992
ALTERNATE STREET
CROSS SECTION
SPPAGRJ014
.�a3s
r'jT7s.
Af
T L lTTT M. srlP.
{�I1��N tl "r S •
MINIMUM SEPARATIONS:
t GRAPHIC SCALE
WATER /SEWER: 10 HORIZ. 20 10 20 40 BE
18" VERT.
WATER /STORM: 7.5' HORIZ. , IOrIN FM 20 l ft.
12" VERT.
J I 1 ,31 P.f, -t ..2 wrl .poop
v 4
1 =20 HORIZ
1 " =5' VERT
I��LL
TYPICAL DESIGN "B-
JUNCTION BOX -
SPLICE KITS
CLEAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS
." CONCRETE
-1111 -1111-
!IE BARE
COPPER
GROUND WIRE
2- (SIZED AS REO'D)
LIGHTING SYSTEM
WARES TO CONTACTOR
5 /a'xe'
COPPER -CIAO
GROUND ROD-
S J. JAFC
,P'1V Of vAh''Ibr F�
N
734
/OrVAL ITT
EXPIRES: 3 1 2006
dam
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS - S.E.C. Of? EOUAL 1�4
GROUND LUG
1/4- MINIMUM
m oRAIN HOLE -
2- MIN. GROW TOP OF CONCRETE
uNOCI+ POLE UA;E FOUNDATION
.E LCV[L WITH
-� TOP OF SIDEWALK
OR CURB.
a'
-
_ fill - -III]
I
!- 11111 1 IIIllillll II I ii
II II
n n
n 1 n
- GROUND 11 I1
CLAMP II I II
II II
and IMS* plans.
2. Unlace othar.lso MIN, the Iveatten of faetvres OhOWn art NPMerlr++eIs arK the erect
Iveetbn wll be eetetNIMWN by the Engtnw 1, the /lard.
3. lnetell an street 141411+0 materiels Mann an tM plena, eravpt where noted. M me w*s
shoo M now and of the lest eTleleM• vv" or ewelny.
4. The aantroctet shell sAMIJ a repot to the Cny V Renton fW mGiOrWO eaore.ai et
the aWIW possible Ma.
S. M wrk rletl h aneMent wM% Trtllty NM+e, rwvlrwnenn. The aernreetor " eerrtaet
on partlant vtlltr "on In 49 hewn safoT'e eemmweln, wrk wee shah eew~e "to
wrk wfth the wtlniss thrlw9howt the prvjW.
/. The wn~or " be rvapwTellle for any bins" to ~Vq vtMin. TM eanfrvetar
•1711 notify the a"Wod wtlltr cel�+Peny end the My InWhedletely WPen domge.
7. The an Ill tor 00 nattfy the City ed Raton 11Md 'Impaction DNhgn (277 -557M tar
Impe"Ien pvrpaws, 24 hove hfaro "RWWI#e1h writ. NO wrk ~ N ""TOO Will
It hex Hew+ a+emlnad by the En91aw.
5. M een"t shell be PVC SChodule 40 Wnlan meted e111`191 IN.
f. M aadvn eewr M+ell M 24 1,chee.
1 u
PVC CONDUIT 11 I 11
II II
SYSTEM 11 11
CONCRETE r�-E
FOUNDATION
�+- 3- SO. OR DIA. -a C
Ili ill E
j�Al( I(i�IDN liY , A I I i I I I 1�
I•
_f.
RECOMMENDED FOR APPROVAL
BY: ���f.,�],� DATE: Ii e
BY: 02k*9 DATE:
BY: DATE:/-/ //9/
1
BY: DATE:
�v 0 - - - - - -- S- BUILT
TYPICAL LIGHTING UND[RCRWND SYSTEM ° _ L•,r..` Fi�P
ADOPTED SuRVE D`{ CENTCR�11�17E C ITY � P° �M 111 � a rq
cm er Rfwrw SVFZJI✓�{�niG VGUST, ZQD/}• DEPARTMENT OF PUBLIC WORKS
ut 6Arr see, VV
ENGINEER: ROAD, DRAINAGE & SEWER PROMS
JAEGER ENGINEERIN43 g si r "GIB L TAILS
DEMPS PLAT
9419 South 204th P /oce DESIGK3) JJJ DATE: 3/e/04 FILE NAME: DEMPS -3
Ken t, WA. 98031 DRAWN: JJJ
Phone No. (253) 850 -0934 CHECKED:'" T" ' 20 soo« PAGE.
NO. REVISION BY APPR. DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 3 OF. 7
IRRaL1w1 � PUMPS Vows
SCANNED OCT 08 413 52"7 (,5-. W-..;/`Jo.'
14