HomeMy WebLinkAboutS-276103ANiCELLO Su0RT PLAT
�g CO
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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w In
ROLL 161 10 U