HomeMy WebLinkAboutS-231101f�2 IW.26 FF S
'i ANG. PT STA 1 +99 + x
!! pp
3 dg �i I tt
r
i o�b 5
b
li f j 1 % f" 187
7DIG! UNDERGROUND LOCATVICE
CALL BEFORE YOU 1 -800- 424 -55
SCALE: 1 " = 40'
0 20 40 6o
CONTOUR INTERVAL:
TWO FOOT CONTOUR INTERVAL
VERTICAL DATUM:
CITY OF RENTON VERTICAL DATUM (NGVD 1929)
BENCHMARK:
TOP ON MON. IN CASE, INTERSECTION OF
N.E. 4TH ST. AND UNION AVE. N.E.
ELEV.= 397.77 (THE ORCHARDS)
397.40 (EAST RENTON INTERCEPTOR
PROJECT PLANS BY RH2)
pR T ✓0
bF. ryF
i I I
IE 39,9.90 (Tip) ? r �`* _�\l " ' u'e �, "'ter SSMH
-I�I ... - STA 2 +01 mw Tao....
EE
lE 397.30 TYP o T ,s "+ ° O �� 0 107.42 4D
j r j � j u1 .`.. �' 11LF - 4-26-! ..
N4972!40 E y Lr 5 L 5 x.552 ry • IZ •47
DODDS ENGINEERS, INC.
BEGIN 15' PUBLIC SANITARY SEWER S A. (0 +3 - �^'� CIVIL ENGINEERING SURVEYING PLANNING
EASEMENT STA 0 +00 4205-148rH AVE. N.E.- SUITE 200
tE 6° 394.08 ' ( I� / ` �6, !.
E i$° S 39063 _ 6" PVC SIDE SEWER (TYP.) l �' p / ;� jCLEANOL/T 11A e [ EL 7EVUE, WASHINGTON 98007
f' 4 ^ /:. ? - ; ? 206 885 -7877
'E 1$" CPEP E 390.63 s SSMH / -
CYERFLCY! 394.7$ I I �'- `� ? (j' ---r - ! FAX [206].865 - 7963.
RIM 40C.O
REMOVE EXlS77NG 8" CAP AND PLACE
j jl MANHOLE OVER EX /S71NG 8 SAN. SEWER. `o 41�� I /� /Zp1 ' "t' STA. 1 / 87Y1Y lE 391:45
I i I EXISTING 8° /E 383.77 (CONTRACTOR TO / g r X ?o /0 ®!� (SEE DETAIL SHT C11) D.E.I. PROJECT NO. 95127
28l
s0asrt 7z" VER /FY EXACT LOCA'7TON AND CONTACT ` � I ! 18LF 333
r 1- -- Ip ENGINEER PRIOR TO BEGINNING CONSTRUC770N) r =E, ! 1 b
SSMH 11
24 � I 26 7 ?s STA 1 +06 .:
t
LIE ;397.00 8 S 1 FB "E
1 (�) IEIJ.977.30 1 8 9 TYR Or-
f -ANG. P7.
3OLF 80.350 v SSMH STA. 3 +05 M� ' `^
SSMH 2 ` STA 0 +39 a ,Py, /4 R-- -••-rte
Ni77 f 29 t - BEGIN HORZ. CONTROL LINE
1771 STA. 0+00 = PUBLIC SS EASEMENT STA. 2 +00
39. 03
BY A�74t' '
Sy-
CID �'- zTllr3/
# 1 1
Y
w
11
�\ Wd,7 �;�..c r v - / U.dU "-.,
A �,-
III TA. 4136 !£ 464.00
SIA 0+6Z
se
I j
% 399.6 ; ° M-1; �r�
� ! (�
END HORZ CONTROL
5
RIBS. 3966
1' 1 +�
LINE STA. +85
END HORZ. CONTROL
iE 68'CPEP' SW 391.3
FF -404.1
LINE STA. 1 +88
IE 247CPEP E 391.., rj
j
/
so;,
�` �, I t �,
WYE l
I
-
((
.375.72 f �,f ( m f 6
RN 396.4
'CONC
t y
',
125LF 09.155
IE 18 S,E 393.4
t
{
k'
WYE __
''lE 395.2 --
1 ? ' �`)3 F /-- -
STA 1 +83
SD kSH I
v I
i j '
I
7E 397. � ?. ��
Rim 396.6
I � If
24LF 80.103
IE 18 CPs. N 394.0
_ 16'cP . w 394.1
H 7
SSM
WYE
a
!
�' I N o
9
/E 395.92
1
STA 4+33 /E 39 Oa O 1 E
18LF 80.399
1 t
Is
_JE_
4 II j I 1 i4LFs N1171i34'W
a
310 (TYP.)
i
SSS 00.421 747 37 r F O 0
9 2 c _
i t�
n` T L
IE 394.89 48L O, FF aoa 6' 2t 7yp) i
1
1
k
OPEN SPACE
j
_. 2'1-1 °E-
!
;
lE 394.50 `47LF O it
16 243 a
i ®0.222 42220'
-40 (T)FV ^ -7
I
J
•, _
!E 7_20 I �„ JE 99.80 TYP 0 +8
b FF= b i2
j
I I
k1'l
J L
23Lt 0 9LF_514 g I� , u
9
'
/E 39 3.6L ; !3'_ �-
�b220
SSMH
STA 0 +47
I
n
V nn Ox f�3.53 px 16?
400.
4
WYE /E 394:16
1 I
0G. PT . > 1E
STA. 21,65' = F / +
12LF 90 428
'I
SSMH 6
ANC. Pr STA. 0+46
j
!
STA 2 +83 WYE
lE 393 99. r
1 /E 30i
SSMH 5
80.321 f °j.s
STA 0 +08
t
�a ii
-
IOLF y9 L / k5 ,� 'r
WYE IF 39395 - F i rj9 i , / /•` E 3330 '
IOLF 80.315
74LF 8 1 P,
`,'
I
!I
PT a_, . P c� )'403g
`\ i ' STA. 1 +.31 A !� 6 %� > (I
�,
'
SS HORZ. CONTROL LINE
NO2 03'47 "E 131.39
f�2 IW.26 FF S
'i ANG. PT STA 1 +99 + x
!! pp
3 dg �i I tt
r
i o�b 5
b
li f j 1 % f" 187
7DIG! UNDERGROUND LOCATVICE
CALL BEFORE YOU 1 -800- 424 -55
SCALE: 1 " = 40'
0 20 40 6o
CONTOUR INTERVAL:
TWO FOOT CONTOUR INTERVAL
VERTICAL DATUM:
CITY OF RENTON VERTICAL DATUM (NGVD 1929)
BENCHMARK:
TOP ON MON. IN CASE, INTERSECTION OF
N.E. 4TH ST. AND UNION AVE. N.E.
ELEV.= 397.77 (THE ORCHARDS)
397.40 (EAST RENTON INTERCEPTOR
PROJECT PLANS BY RH2)
pR T ✓0
bF. ryF
i I I
IE 39,9.90 (Tip) ? r �`* _�\l " ' u'e �, "'ter SSMH
-I�I ... - STA 2 +01 mw Tao....
EE
lE 397.30 TYP o T ,s "+ ° O �� 0 107.42 4D
j r j � j u1 .`.. �' 11LF - 4-26-! ..
N4972!40 E y Lr 5 L 5 x.552 ry • IZ •47
DODDS ENGINEERS, INC.
BEGIN 15' PUBLIC SANITARY SEWER S A. (0 +3 - �^'� CIVIL ENGINEERING SURVEYING PLANNING
EASEMENT STA 0 +00 4205-148rH AVE. N.E.- SUITE 200
tE 6° 394.08 ' ( I� / ` �6, !.
E i$° S 39063 _ 6" PVC SIDE SEWER (TYP.) l �' p / ;� jCLEANOL/T 11A e [ EL 7EVUE, WASHINGTON 98007
f' 4 ^ /:. ? - ; ? 206 885 -7877
'E 1$" CPEP E 390.63 s SSMH / -
CYERFLCY! 394.7$ I I �'- `� ? (j' ---r - ! FAX [206].865 - 7963.
RIM 40C.O
REMOVE EXlS77NG 8" CAP AND PLACE
j jl MANHOLE OVER EX /S71NG 8 SAN. SEWER. `o 41�� I /� /Zp1 ' "t' STA. 1 / 87Y1Y lE 391:45
I i I EXISTING 8° /E 383.77 (CONTRACTOR TO / g r X ?o /0 ®!� (SEE DETAIL SHT C11) D.E.I. PROJECT NO. 95127
28l
s0asrt 7z" VER /FY EXACT LOCA'7TON AND CONTACT ` � I ! 18LF 333
r 1- -- Ip ENGINEER PRIOR TO BEGINNING CONSTRUC770N) r =E, ! 1 b
SSMH 11
24 � I 26 7 ?s STA 1 +06 .:
t
LIE ;397.00 8 S 1 FB "E
1 (�) IEIJ.977.30 1 8 9 TYR Or-
f -ANG. P7.
3OLF 80.350 v SSMH STA. 3 +05 M� ' `^
SSMH 2 ` STA 0 +39 a ,Py, /4 R-- -••-rte
Ni77 f 29 t - BEGIN HORZ. CONTROL LINE
1771 STA. 0+00 = PUBLIC SS EASEMENT STA. 2 +00
39. 03
BY A�74t' '
Sy-
CID �'- zTllr3/
# 1 1
Y
w
11