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334.49 I.E. (IJ)
334.42 I.E. (5E)
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i
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k x H.C.E Inc. June 26, 1986
e � gy . � Date
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LIN�i ��fAL -L 1 -4/ZVG /a MIN,
MIN. �LOK'E; � O•UUj Ft�.F't
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I.E. %5.821.E.
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ION
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I
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® INLET
21 +32-, 393 R �
364.5 36k.57
TECHNOLO
Y
361a�7- LE•
W
36147 I. E. (N)
361.37 LE. (LIE)
ALL STATIONS AND
361.37 I.E. (E)
_pE TS ARE FROM
CENTE INE OF
361'241.E' (5)
KIRK DAVE
�
23 +17, 1TR
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\
341.5 TOP
I'
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+
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335.T31.E.
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335 15 1.E. (nl)
38 R
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335 05 LE. (5)
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2:
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3368 I.E.
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7 335.T91.E.(12'I�I,`�W,W)
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Fy
335.8T L E. (ra" E)
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I
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2I I/2° WIDE, 16° DEEP _
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21 +45.-32R.
I
48�� MH
343 - 2Tro✓
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3323 IE -.N
3 �5, in I E ouT
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338.09 - �
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ilvL2E�r�,n�Sr�ECURE
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33s-�4 -+�8�, I
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338.00
334.49 I.E. (IJ)
334.42 I.E. (5E)
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�of�asc� +,�d for Municipal Public Works Construction 1973
k x H.C.E Inc. June 26, 1986
e � gy . � Date
,,y
iMatch Line
NoT1; : DOWN ��VU'f" C1�AIN
LIN�i ��fAL -L 1 -4/ZVG /a MIN,
MIN. �LOK'E; � O•UUj Ft�.F't
' �+qy; 4� R
390'R � �.4 ?� 48
3E4.O.l � 36� -1,�- I. E.
I.E. %5.821.E.
I.E
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O O
O O
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_EX.T_BAN�.M.I S �1 O N _P_QL E 5....
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25 3
I
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® INLET
21 +32-, 393 R �
364.5 36k.57
361a�7- LE•
1.,_NDTE�
36147 I. E. (N)
361.37 LE. (LIE)
ALL STATIONS AND
361.37 I.E. (E)
_pE TS ARE FROM
CENTE INE OF
361'241.E' (5)
KIRK DAVE
�
23 +17, 1TR
\G.
�
\
341.5 TOP
O DRY WELL
o. GLEiW UU7
S.P, STAND. PIPE
I D.S. DOWNSPOUT
�
337.20 INVERT ELEVATION
i
I
2,NDTE1
N
"CATCH BASINS ON
`D - iabba-I
KIRKLAND AVE
0 10 20 40
® �►
TO BE INSTALLED
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TO BE PROVIDED THIS
CONTRACT 5' WEST DF
PROPERTY LINE,
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RENTON SCHOOL DISTRI(
NO. 403
ADDITION ANI
MODERNIZATI
PHASE ONE;.
3000 N.E. FOURTH STRI
RENTON, WASHINGTON 9'
GENERAL
SITE WORK
SITE UTILITI
PART A
REVISED
Stour
Drainage
Pian
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LEGEND
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�� STORM DRAIN
RnDF DRAIN
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O DRY WELL
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ADDITION ANI
MODERNIZATI
PHASE ONE;.
3000 N.E. FOURTH STRI
RENTON, WASHINGTON 9'
GENERAL
SITE WORK
SITE UTILITI
PART A
REVISED
Stour
Drainage
Pian
k 2 -7 -86 AW i+tAJOR REVKIONS
I ioe �IT2 snT ne
DATE: S.Z.(. �'il S
ow� �,� �1�K5 'I 211.9
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103 , 334.50 343.3I E. 12: �.. � S ° . I
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18 +28 '-
TECHNOLOGY
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9533 35 .75
352.50 I. .
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352.95 E: (N 5)
REFERENCE POINT _
17 +77.36, 349 R
KIRKLAND AVE.
42 454'
9+4;� 4&6-&'R
363:9- 3(n2.'t!o
368:99 -IE.
3100.25 I.E.
CONNECT
NOTE: 18 +84, 537'R
CONTRACTOR WILL COORDINATE � 366.92 r
CONSTRUCTION OF STORM DRAIN 36M42 I.E. 363,23
AND /OR TEMPORARY RETENTION BY OTHERS
POND FOR 3.5 CFS DISCHARGE SEE NOTE
FROM CITY OF RENTON STORM
SYSTEM WITH THE MONROE
AVENUE CONTRACTOR.
18+21 456' R
367 ,3(02.41
358.23 I.E.
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12
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334.7 I.E. (N.)
1
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332.3 I.E. (W.)
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X
1
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43 354.(o(O I.E. (IA) E)
8 -0.0 34G -lE l2' (S E B' -6'
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5= 0.005 331.23Ie.(W7 49
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35:x.6 355.10
AUTOMOTIVE
® °
0.0447
-70' 5=6 -6-78
18 +28 '-
TECHNOLOGY
18+2013M.5'13
9533 35 .75
352.50 I. .
„ - 352. I.E. (OUT Q)
FF 335.33 353.15 1.
352.95 E: (N 5)
REFERENCE POINT _
17 +77.36, 349 R
KIRKLAND AVE.
42 454'
9+4;� 4&6-&'R
363:9- 3(n2.'t!o
368:99 -IE.
3100.25 I.E.
CONNECT
NOTE: 18 +84, 537'R
CONTRACTOR WILL COORDINATE � 366.92 r
CONSTRUCTION OF STORM DRAIN 36M42 I.E. 363,23
AND /OR TEMPORARY RETENTION BY OTHERS
POND FOR 3.5 CFS DISCHARGE SEE NOTE
FROM CITY OF RENTON STORM
SYSTEM WITH THE MONROE
AVENUE CONTRACTOR.
18+21 456' R
367 ,3(02.41
358.23 I.E.
4. ADS -
2 STUB
i--
FF 335.33
Line
ROLL 207
vi
O
m7.�,G 1.e.(oLrrQ)
357.73 I.E. (IN E) _?,NOTE,
CATCH BASINS ON
KIRKLAND AVE
TO BE INSTALLED
AS BUILT per Se tion 7 -4 Construction Manual BY OTHERS. STUB -OUTS
fc ..Municipal .Public War s Construction 1973 TO BE PROVIDED THIS
CONTRACT 5' WEST OF
H. .E., Inc. June 26, 1986 PROPERTY LINE.
BY Q;ate
iv1PR 2S, 19 i;'�
N. E. 6TH PL.
EL. 369.08
Z
w
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1
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11
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12
17 +A 456'R
364 -.9 3x04.46
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m
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❑ CATCH BASIN
45+67- /52.5' R
16 +� m
W
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362:68 I.E.
of
j
337, 33 (.40
16 +75 301' R
K
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i w
(
to 2
STUB $S TAKE -
J�
1NOTE1
IN I
m FOR BUILDINGq
51 cONNECt10R4
&"
'
ALL STATIONS AND
-g7' I
V (SEE ME -2)
�
= DRY WELL
OFFSETS ARE FROM
CENTERLINE OF
AT TIME OF Ah- SL11LTh
V
79 407
KIRKLAND AVE
D.S. DOWNSPOUT
G, o, GLEaNOUT
a
+64
16+ 486 R
23 +15,17
I 2
18 4?
I
I
T5v.5, ..
6" PVC 336.2 l
e
d 360:33✓
341.5 TOP
17'R
�-
1O
357.E I.E.
337.20 INVERT ELEVATION
i--
FF 335.33
Line
ROLL 207
vi
O
m7.�,G 1.e.(oLrrQ)
357.73 I.E. (IN E) _?,NOTE,
CATCH BASINS ON
KIRKLAND AVE
TO BE INSTALLED
AS BUILT per Se tion 7 -4 Construction Manual BY OTHERS. STUB -OUTS
fc ..Municipal .Public War s Construction 1973 TO BE PROVIDED THIS
CONTRACT 5' WEST OF
H. .E., Inc. June 26, 1986 PROPERTY LINE.
BY Q;ate
iv1PR 2S, 19 i;'�
N. E. 6TH PL.
EL. 369.08
Z
w
w
di
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1
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11
1 0
I
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U'.1
48" MHr 15 +(09
*
?
a
m
O MH MANHOLE
❑ CATCH BASIN
45+67- /52.5' R
16 +� m
W
" w l
I o
of
j
337, 33 (.40
K
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i w
(
to 2
.6z�.) 333.33 LE, (3E)
4 332.03 ��i.T 324.33 1.E.Q.1)
g-7
1�Ppra YedD_a Ye
IN I
"ADS
&"
E ",: ,.� 328.53 I.E -(_W)
-g7' I
NOTE: WWASLE To LOCATE
LIUEL5, PO¢ �ohI1.ISPOUTS
= DRY WELL
AT TIME OF Ah- SL11LTh
S.P. STAND PIPE
1
I
D.S. DOWNSPOUT
G, o, GLEaNOUT
I
+64
I
I 2
18 4?
I
I
T5v.5, ..
6" PVC 336.2 l
e
15
334.19'
17'R
9
e
.
D.S. 3'.0'I.E
' /a, 332.1' 1? A
SEE _
LT� E.
OE
1
_
i--
FF 335.33
Line
ROLL 207
vi
O
m7.�,G 1.e.(oLrrQ)
357.73 I.E. (IN E) _?,NOTE,
CATCH BASINS ON
KIRKLAND AVE
TO BE INSTALLED
AS BUILT per Se tion 7 -4 Construction Manual BY OTHERS. STUB -OUTS
fc ..Municipal .Public War s Construction 1973 TO BE PROVIDED THIS
CONTRACT 5' WEST OF
H. .E., Inc. June 26, 1986 PROPERTY LINE.
BY Q;ate
iv1PR 2S, 19 i;'�
N. E. 6TH PL.
EL. 369.08
Z
w
w
di
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GARDNE
ENQ1N,EERS,, IN
SUITE 300
.2124 FOURTH AVENUE
SEATTLE, WA. 98121
(206).728 -1883
K 4k.; I � 1 0- 1,
R 7 E ■ Yi■
RENTON SCHOOL DIST
NO. 403
ADDITION AN
MO-DERNIZAT
PHASE ONE
GENERAL
SITE WORE „" ` '�I
v
SITE UTILITIE.
PART A
0
1
20
0 10 20 40
LEGEND
O MH MANHOLE
❑ CATCH BASIN
41
is /s/
❑ INLET
i
j a �
alva
, ,�P,rj, Js! t ..z 3 ��
�� STORM I DJAIN
1�Ppra YedD_a Ye
IN I
"ADS
&"
-g7' I
NOTE: WWASLE To LOCATE
LIUEL5, PO¢ �ohI1.ISPOUTS
= DRY WELL
_
AT TIME OF Ah- SL11LTh
S.P. STAND PIPE
E. 339.3
D.S. DOWNSPOUT
G, o, GLEaNOUT
I
_, D- I4I,>oab
Ea J19� `3 � i�54i
e
® ®X
GARDNE
ENQ1N,EERS,, IN
SUITE 300
.2124 FOURTH AVENUE
SEATTLE, WA. 98121
(206).728 -1883
K 4k.; I � 1 0- 1,
R 7 E ■ Yi■
RENTON SCHOOL DIST
NO. 403
ADDITION AN
MO-DERNIZAT
PHASE ONE
GENERAL
SITE WORE „" ` '�I
v
SITE UTILITIE.
PART A
0
1
STOR
THE
CAMPANELL,
GROUP,
INC.
ARCHITECTS
CONSULTANTS
PLANNERS
CaAR Nt"
;ENGINEERS, INC.;
SUITE 300
'.: 2124, FOURTH -AVEgUE,..
SEATTLE, WA. 98121,
(206) 728 -1883
Via:: A
R H T
YCe�c. F wAtN 671
. _ SS /ONAL ENS'`
RN.T.Ir
RENTON SCHOOL DISTRICT
NO. 403
ADDITION AND
MODERNIZATIOI
3000 N.E. FOURTH STREE
RENTON, WASHINGTON 98C
GENERAL
SITE WORK
SITE UTILITIE
PART A
REVISED
Storm
Drainage
Plan
'
_
REVj$ION9: ORIG. CW6.
CS Ih 19) 3/29/85
AS -BUILT per Section 7 -4 Construction Manual
for Municipal Public Works Construction 1973
-
20 0 10 �
-
40
0 fwasxE
ate°
H. DatC.E Inc. June 26, 1986
By e
-., N1 pR. 25,19$T.
3 -27 -86 JS
ROLL
;11-07
F ® a K.
THE
CAMPANELL,
GROUP,
INC.
ARCHITECTS
CONSULTANTS
PLANNERS
CaAR Nt"
;ENGINEERS, INC.;
SUITE 300
'.: 2124, FOURTH -AVEgUE,..
SEATTLE, WA. 98121,
(206) 728 -1883
Via:: A
R H T
YCe�c. F wAtN 671
. _ SS /ONAL ENS'`
RN.T.Ir
RENTON SCHOOL DISTRICT
NO. 403
ADDITION AND
MODERNIZATIOI
3000 N.E. FOURTH STREE
RENTON, WASHINGTON 98C
GENERAL
SITE WORK
SITE UTILITIE
PART A
REVISED
Storm
Drainage
Plan
'
_
REVj$ION9: ORIG. CW6.
CS Ih 19) 3/29/85
-
20 0 10 �
-
40
l� zze -s6 aw.
3 -27 -86 JS
5172 -4
DnTE. 2 -7 -36
4HT 1.0
S
owa. F
c;nK Q M . HT
1 4A f 1 9