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ANICELLO SHORT PLAT
PORTION OF NW 114 OF SE 114 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. �
EXIST. SSMH CHANNEL _
% ' 9 PROVIDE CONCRETE ENCASED DROP �`
t5 �T _ LLL 111111
_ E Tel ,� , �� 0o 77 � "
8 C T 11' [ILA a COREEDRI�L 8'EHOLETA�L 6075_
/ jJ C' 17 7� PROVIDE PLASTIC MANHOLE ADAPT
1bJ'
TPI (SAND COLLAR) AROUND NEW P1R
i ", 7
S RIM= 373.54
IE (OUT)= 356.44
FKND REBAR w /PAF / i E (IN, TOP)= 361.32 37 h\
i
LS #9634 -W356 _
FN RFEAE h' /CAP )I,VD Wl, III CA 5,
LS ',f9634 -1 )3-6 15' - 8" PVC 0 2% 4 C'JNC TgGK ry
5 CHAIN LINK y\ -
'L / FEN CE�� -
SSMH #5 -Y -
\
6 00 STA 2 +32.39 _
NOTE: o go / RIM = 372.41 (MATCH EX PVMT)
SIDE SEWERS TO LOTS 1,2,3,4, & 9 / IE (SE)= 361.61
PROPERTY. / I I - - --
AND TO EXTEND 5' INTO PROPERTY LINE I I
SSMH
1St MATCH EX. GRADE \ - 95z`__'r�ss �, F�^ _ _ \ S �-
r IE (NW)= 361.71 'al F a
9 rr
^ If I STA 0 5.1 \ 1 U / /
'o SIDE SEWERS TO OTHER LOTS AS SHOWN. j % / r' Y
I IE ( 7)= 366.22 \ AT`,
j I I IE N)= 366.32
T i 1 i F = 370.96 MIN. 20 LF 6 PVC \\ / ,t,� 1_9 LF $, P '��- z D .E c j,E'GEND
7 I STA 0 +92.05
° FF= 377.05 0 2% / Hoop Ffn %- i
SSCO 2 STA 0 +12.40 I IE= 366.96 "A /
3 STAT. +18.23, 14.5' RT. j I / k -i II • SEWER CLEAN OUT
R I'M = 384.60 o I 34 LF 6" PVC I
IE (W)= 376.71 / 02% I TA 2 +77.5, ✓ 's \
\ - --
6 IE- 373.05 1 R - 381.31 I .� .;os�- � � � � I y� ��^ IS SEWER MANHOLE
IE -
N -' I I IE (NW)- 73.38 4 s s WATER VALVE
1
I w .-
° -
/ L - --
D RFPAR w /CAP' _ - - -- 17 WATER BLOW OFF
10' UTILITY ESMT -s 4 °63. 0 ..�se,,� - -- -- - -� --�-__ __.
- - -
1
FIRE HYDRANT
-- - r° W
la WATER METER
a n�E-� .CE- ,-c?V CR
. .
= s 10 E 05 j
-- --- - - - - -- 8-
-- h - -- - - - - - - -- 3aa_ STA 0 +71.3 III \ I� E-• ] _
J10LF6 "PV
- - - - -- r - -- - STA 2 +60.d .���� sy / �2%
BSHL / /1 - V / IE= yi68.27 �,
30 LF 6" PV IE ' `O•° !' � \ / \ 1 I '..p„
0 2% 00 y I \ I
,ATE Q IE= 374.16 6 /h� I 1 �EllN�, I.
3 m FF= 379.94 I I 7=378.16 MIN. ` 82 / \ i I I .� :y
I
0
0 382` , _ 20' UTILITY
I ' I
PL
- - - --
4.1 ! I z
cc I 35 LF 6'`RVC J - � ° / FF= 372.27 MI
I 1 � �,IE- 375.94 - s � � ♦ �w� / I III I I�
5' NOTE: THE EXISTING UTILITIES AS SHOWN
• - - L ARE ONLY APPROXIMATE. OTHER
EXISTING UTILITIES MAY EXIST.
38
Y"_ ti.
1 ��.\ I I -Y ALONG THIS PROPOSED ALIGNMENT.
•`,OB 6.5 \ I.T
- -r - IT SHALL BE THE CONTRACTOR AND/
J � I OR OWNERS RESPONSIBILITY TO
\\ I I 1 fl I � VERIFY THE SIZE TYPE LOCATION AND
82.50
3 / I I_ DEPTH OF ALL EXISTING UTILITIES
^, . -.. ,
PRIOR TO STARTING CONSTRUCTION
t e Call Before You Dig
183 L_ a" q01.0% 2%
S r ® y I ° 1- 800 - 424 -5555
I I SE's �IL I 0 = 74.62
� 3
N ;,TRANS
25 LF i e IE
c
^\ 0 2% 6 PVC
i e
4. 00� 1 =^,v a RIM H3�74 4. / T. \ I \ \ .65 MIN.
3 � � �_ � � E � -. �FF- 378.621, I
22 LF 6"P' PNC =�� \\ IE (SEL�74.2�
_
r _ y
5' (TYP) r��F- IE .(N�= 374.38
IE= 374- 19�L_i -
a F - - 25 LF C PV.,
M3 . ,s -_ ,JC1 r1YF) �2% \ 386
\ p
N I 3s o -- -7- -771 GRAPHIC SCALE
r
X00-6 I � � 3' z ��0
- 3
1a
)
xo FF= 378.65 M
-fF=-5-78.97 MIN.
tnw L� `V\ \ r I IN FEET
p O
1 ti 1 1 inch = 20 ft.
I \ UTILIITY
FF ,379 M N. \ \� \ \ 4
L -_ _ e�S�L -- -- - - - - - - -- ` - - -- s FUTURE ~� a BENCHMARK
tOI � \ I SEWER EXTENTSION
s 390 - - -_- 38a \ ti _iNK CITY OF RENTON #721
TUM
2 _ - -- n, t
=g" T DA LEAD & CU TX ON 4 "x4" IN CONC. MON.
J - IN CASE, DN. 0.9' IN THE CONSTRUCTED
CENTERLINE OF NE 7th PLACE (TO THE EAST)
r '
_ �� 3 EAST OF THE CONSTRUCTED CENTERLINE OF
^ ,F. vc "_ � � � 9 _ MONROE AVENUE NE.
s SSCO 1 �q 1 DATUM: CITY OF RENTON (NAND 88)
3 ' STA 3 +26.9, 14.5' RT. ELEVATION: 381.60 (FEET)
- RIM = 392.46 _
RECOMMENDED
IF (E)= 385.46
BEN L [q FOR APPROVAL
+00 WASH�n BY6 DATE371 (0-�
� �qy
-� BY��q�DATE
ara ~ p BY DATE
ENGINEERS- SURVEYORS
'90 q 9375 �,"� BY DATE
- STATIONING FOR EASTSIDE CONSULTANTS �GIsTEP�V\� BY DATE
N.E. 7TH ST. BEGINS INC. . _ F•SS ON AC �).
�p�/ =�17 es2;j I AT 0 +00 AT MONUMENT ISSAQUAH,SWASHHINGTON 98027 E ;,Pj RES 11110rao 99
R� IN MONROE AVE. PHONE: (206)392-5351
Ct�. S 27�ic7
3 101 V-4
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