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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
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ANiCELLO Su0RT PLAT
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PORTION OF NW 114 OF SE 114 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. /
LIGHT
376
EXIST. SSMH CHANNEL e a r e
uP / SERVICE TO NW,N E,SE,SN,
PROVIDE CONT ENCASED DROP
CONNECTION PER DETA(LBOS ST EWART 'S 1 CORE DRILL 8" HOLE & H c �AN
W✓ /
Z ACRE PROVIDE PLASTIC MANHOLE ADAPT Tuck vED
-L, I�? (SAND COLLAR) AROUND NEW P
w i C j RIM= 373.54Y1 WA ER
C I IE (OUT) = 356 4438 T INT M RK. ,2 e CO NC. (!N 36266
G IE IN, TOP = 361.32 34
12"0 CONIC. (a_T) 362 55
/rfND REBAR W /GRP / ( ) ;
n LS 7;9634 - 356 -
^�� EN RF Aa v /CAP IE(1N,SE)= 356.YY j
! S //9634 -1 356 15' - 8" PVC ® 2% \y C'V f7 k ! ASE
5' CHAIN LINK 4 "� uNO acw
FENCE \
-_
t `• SSMH ! $
�` / ,` {•� ',� � -_ Jj -_ 1 I t -I :
`2' TH ICKENED-
6100
STA 2+32.39 73 NOiE: RIM= 372.At�MATCH EX.
P✓ NE - - - - -- - - - -_ r ------ - - - -� IPROPERTY LINE E (NW) 361:-76
jc AND OXTEND 5 RNTO PROPERTY. I „ n? + - -. , 9- YIE! o SIGN _ j . STA 0 5.'3 v
RIM= 1.8(MATCH EX. GRADE) SEWERS TO OTHER LOTS AS SHOWN. ._-
Q �i:: 11 j �tn I IE ( T)= 366-22 365.98 \ 1 j
1 > a IE N)= 366.3 08
LLI .j �- ° I I \ 5�,'C �_ :s_ -3' CHAIN LINK
(� I i { .�6 I I 6 �Sq. X0'35° _ ®5' 'z , I FENCE
O 7 I I STA 0 +92.05 FJ _
I 1 1 F = 370.96 MIN. \ "�' 8 � 2' en r
I = Ff= 377.05 20 LF 6 PVC _ '�f
1 / o SSCO 2 I 1 I ®2% 1 39 � j
STA 5 +18.23, 14 -5' RT. STA 0 +12.40 I IE= 366.96 I,a LEGEND
I RIM = 384.5610 i 34 LF 6" PVC Q of I I I I LSSMH 3 - - -- ' -T-. -- ! -- - - - - i - - I
L SEWER CLEAN OUT
IE ( ) = 376 3 377.50 0 2% TA 2 +77.5, 3.56
e _ { IE= 373.05 I R
l o \ I IE ( ) 373 - ?I \ - -- - I S o �
IE NW- 73.38 -Z't 4 / I SEWER MANHOLE Of
WATER VALVE
10' UTILITY ESMT FIND REaAR v /-A
35P
LS #9534-1 G6 �.t \
I _
O WATER BLOW OFF
z I I a 31 Ia _ ®�
.� .,
I I f' -a IRE HYDRANT
FENCE 1A WATER METER 4;1 45' WOOD FENCE) <j W FE� CE
O -
- ------ -- --- - - - - -- .� f \ T E.
- - - - - -- 'E' STA 0 +71.3 \ 1
- ` a I! - o I i I i o STA 2 +60.4 .¢" <� �3 .� ' _ \\ / 2% l II
a r------ - - - - -- , r 1 C7 2% 6" PVC / IB IE= 68.27 I t _ I _-.
BseL I
W 14 I Utz s - .[ a
z i -GAT, _ I I
- I 'i I I 85 �1 8 IE= 374.16 I I /\ '�, t I 6 a I FENCE'
FF= 379.94 \ I 5 / ' I �- 3 CrE ' I LINK
_ /'/ FF= 378.16 MIN. r
6a` ,� I/ / L! i 1 I '111 II�+�..i !I o
-- 20' UTILITY
4- �- ,�.`- �- r-- --- - - - - -- - - -- m � I I L----------- ,'- - - - --� �. _ � iii ESMT
� i I
35 LF 6" VC FF= 372.27 MI I') J Z
IE= 375.94 i �o
I
'-k -NOTE: THE EXISTING UTILITIES AS SHOWN
_ CU y '` -" { I ! I ARE ONLY APPROXIMATE. OTHER
DRIVE _ ® nA ` 38^x.5 �T i i = EXISTING UTILITIES MAY EXIST.
ALONG THIS PROPOSED ALIGNMENT.
_..r2' R RYA �� s.�' "IY� ® r' o o 'i I I - _ - I ' •;i IT SHALL BE THE CONTRACTOR AND/
I't 3 E
z I, : = ' i \\ s359 OR OWNERS RESPONSIBILITY
TO
-� 38250 VERIFY THE SIZE TYPE LOCATION
A
ND
-ce T� - DEPTH OF ALL EXISTING U7LITIES
n
g01.0% � PRIOR TO STARTING CONSTRUCTION ! E. 8 3
s @� . Call Before You D jg I ?3as2
1 -800 -424 -5555
----------- TO
_- - -- -- -- l°
z3 corac I
25 LF 6" PVC 4I �� _
13 13 6
� DRI DRIVE \ SSMH 2%
a 30 2
STA 1 +925, 14. X IE\ Y,-7� 4 .65 ' ' 'FF= 378.62j i MIN.
GRAVEL DRn RIM 383:37 /2
\
LL I 22 LF 6 PNC !- IE (SE��354.28)3
5' (TYP) - I IE IM- 374.38 Z3
IE= 374!-gZ ° ♦\ \ ! \ I° VP ,, - .�'��
d 6ER SCAP-
a Lot _ _ !a ' 25 LF 617 PVC 'vvOOD
0 11
,[iO O - -_ (
-- --- \ I 0 2% T ,p- \ \
3 \ \ \ \ \l I I III PORCH
-- - - - - -- - 8
s s - - _ F_ / I C�fv J:15E � : HL I
R 3 o
I 3 w w
a -I
GRAPHIC � o SCALE
388 E 388 �. ' ?� C J - a � FF= 378.6
-FF 3897 MIN. 5 MI ra zi NG METE
WM
I \ I \
\��� 10' IN FEET )
:
ra
FF =X37 87SaLW1- I ` \ \ �, \ \� I I TILIITY ` i ®� BENCHMARK
1 inch = 20 ft.
I t r -- - - - - -- - - - - - -J r- - - - - -- I - -- - - - - -- - - -- �\ - s - - - -� , \�+ �I
D v
3s 3 D \, i 3 N\ FUTURE 1t {T �r v HME�RK
CLAN I NJ I \� SEWER EXTENTSION .:
- I ` 3as I O `� I EENC# I �j•''� _ 3 CITY OF RENTON 721
v�V` #
�. I. c5 9A171Af LEAD & CU TK ON 4 "x4" IN CONC. MON.
wl �. _ IN CASE, DN. 0.9' IN THE CONSTRUCTED
iI
Y
� 3a? - p
� � z CENTERLINE OF NE 7th PLACE (TO THE EAST)
4. WOOD FENCE
0
3' EAST OF THE CONSTRUCTED CENTERLINE OF
J I -I o SSCO 1 czls . MONROE AVENUE NE.
m N r
STA 3 +26.9, 14.5' RT. _ --" - -- - -- 11.6 3055.46 \ DATUM: CITY OF RENTON (NAVD 88)
>o RIM= 392.4fr54 FINAL RECOMMENDED
_ I 1 I ELEVATION: 381.60 FEET
~ - I o z IE (E)= 385-46 38`t.BY G. R . ! THIS DRaIt:G HAS SEEN PREPARED
z
o f .: . '� FOR APPROVAL
BASED O'. ? "Enr,MATl6i< COAAPILED EN L•
I. FROM THE �oE
E ,ONTPaCTOR AND P wASH2rv' BYY1 DATES-(% -per
o :i 1 . • / r`, f�a co
BY. 6 a DATE A.j/." L7
DAB 11-12 _9y I ENGINEERS - SURVEYORS BY DATE
v I STATIONING FOR // I_
N.E. 7TH ST. BEGINS 'OFFDrSTEFv` ��\ 8Y DATE
r !! 9 .c. 93 ?5 "!�.
_ EASTSIDE CONSUL'T'ANTS INC. SSrONALE�G BY DATE
wyyA�i% �t.l AT 0 +00 AT MONUMENT 415 RARM BLVD. N. 99
M • 1 IN MONROE AVE. ISSAQUAH, WASHINGTON 96027 E,P'IRES 11/101oo
PHONE (206)392 -5351 AM
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PORTION OF NW 114 OF SE 114 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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375
365
DATUM ELEV
355.00
N
I �
II
�
EXISTI
G- - - - - --
• _ _ _
95
_ �_
LF 8° PVC ® 7.30 -
EXISTING GRADE
—
- ---- -- - - - - -- -- -
—
- - - -- - 12'_STORM LIN_f
- -- --
--'—
--
12 DiA SrORl�4 C�..NG
138 LF
-
"PVC ®3.3%
---- - - - - -- is
S PVC
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M
m
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0 +00
1 +00
UTILITY EASEMENT
SCALES: HOR. 1"=20'
VER. 1"=10'
38
375
n
II
II
36!5 1
2 +00 2 +47.34
J`.1'
z
r
385 w
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V,
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375 3�
DATUM ELEV
370.00
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395
375
DATUM ELEV
370.00
M
1-1-11H o WWP Vii' i7Q►/
0 +00
1 +00 2 +00
NEWPORT COURT N.E.
SCALES: HOR. 1"=20'
VER. 1"=10'
ROLL 161 110
395
tr
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375
2 +91.18
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c� •, 69 5 '
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SEWER LINE
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RECOMMENDED
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N.E. 7TH ST.
SCALES: HOR. 1"=20'
VER. 1"=10'
c� •, 69 5 '
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THIS DRAWING HAS SEEN PREPARED
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RECOMMENDED
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ENGINEERS — SURVEYORS
0 BY DATE
BY DATE
y9° 9 s57s o
C;ST -,__,
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�1�� CONSULTANTS, M.
FS I BY DATE
SIONALE�
415 RAINIER BLVD. N.
u
-11
ISSAQUAH, WASHINGTON 98027
PHONE (206)592 -5951
EXPIRES 11/160
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