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NE 1/4, SW 1/4, SECA TWP.23N., RGE.H., � W.M.
TRACT "A" RENTON SP 020 -91 9303.039001
400.7
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r� JD REBAR R: CAP ~
LL � to53
35' S. x 0.25' E. ( 1 1 9
4 r l l r j I i r / / j'N 01'10"2+0" E J `_ _ j _ _ � � IT 01'10' 20" E - - - -
S I rr/ 7 fL f -/ /.1 -SS 9i _\ - - - / I -
� 557.1 -$5 MI � OA.dO .393.48
, J r f / / �{/ Id 397.14 Al � a -��
<o n r m m m T o Q �: �h d c'� �'i1l l �{f d` ^ ,/f r ' ~�� `i Ii<�c 385 ^� 96 0 -� I - ( )
RIM 396.77 / RIM 39572
N N N N N :I, ", �, „ ,� M ^� �.' F.F. 396.0 i -J 7
4 RI RI 72 "
M ` 6 STA +6790, pFf 61,f9L FC
1 N t' "I 396.0 \ I / /j / F.F. 3 . I F.F. 396.0 I
/ ,� �'; I II ¢MIN. \ MN..' �j I -S�N �\ MN. HEnNI� DIED MN.
O I 1 ) / i / / / / / / / 16 I �' `1 cJ 1 I RIM 3 5 6fi 1 O WM f E; . � RIM 1390
O F- 1 1 t 1 �t 7 J ( fr 11 l�r� i r _ ` /.'' \\ I I �� I/ IE 38107! �•giUgCONIEIRO TAF g7Ug // A 1•
IE STUB IE STUB 12 ° -3r ddl . t
385.7 385.72 / /T7.t6 16 / �FF 0I G�, SO l7- 826063
t
MH
Z / ! ,t t f, ! I 1 rj J ) / ,r : y� I a 1 \ \ 1 ap= 1/ IF F.�96 0456101 -CB E 1 1 1 \ vC �v" F / 8 N .55 Ei +d€rER
/ I r ! 1 / r j )I F . 396.0 ) IE SRJB
w / / r r f 1 1! / / ¢ I I F.F. 396.0 MIN. I MN. / NErw o N Posr- I
/ t + /',,o __ IE STUB 1 r (D. 2" BLOW -S%-SS MH
Y r / ; / 1 ` 1 j i f r I I f MIN. IE STUB E STUB IE 3 3.28 30 STOP GE i:l V syg - Itav
f / �j'1!�' - STA 3 +64.09 s383.19 1 SHED
re N 1 1 !' / 1 / it !' f ; , ! J / ¢ 385.64 385.82 L _ � IE 379.9
Y O i 1 �' ,' r ! f 1 ,% ! / f f ! �� • 19 I - - - - - 24.71L FC - - - - - - - - - STA. 11 +4.
CL �� % ;' 1 / / / F.F. 395.0 - - - - - -
/ / / / ' ! / �I / I / / / l j /Q °� MN. I f - j I � - J 49LAWN // wx S ^Iflr(8.27L
/ / / / \END- EB F.F. j95.8 25 8' 1 F.F. 396.0 I / / R NEVER SH
/ r % e F.F. 395.40.92' N ;2 I MN. I LFO f 03 ELEC.
O /� f ` % r 1 �d f 9, M, PVC 0 RIM 39 .80 IE F.
,J , I I I IE STU8 0.131/ft IE 353.0 X583.00 Q MIL I a
h END. REBAR & C. MIN. I
IE STUB I 1 3 STA 5 15.341 2 ft/ft 1 ,�_ �.R v ,uNC.
LS 7953E STUB I O6 80%
0.33' E. 197160 1 $ 4 I� L SOS -QB 0
( i 384.32 SD10rC81 y8i0FF. 393L (FC) 26 LF 8 3 f 3NS300 t \ ( }' o RIM 0
=w
W -2030
SENIOR
PROJECT
RIM 3 6' ! / IM 397.15 " a IE 387.41
� a" IE�90.32 1839 $S
1'�8 2 � / /,� G � x STA 347368 0.007 -- p1f STA 11 +41.30 w
4.53- E aao i 39s�: O.27R ft/k aft /n o - gesso 9C+ t77� j m
'El / ,+
- z 30'x 165° 5UMNTD. ERGR OUND
2. LF 12' 0. REC. N0.
gptg CRESS. EGRESS
4LF8 PVC 85a 7R 19LF84 VC O0. 7kR et' 'LE HOME �!
LSD Nbi
/ �, 4i .39E.35 4 LF 00 PA t
O H= 3� /SD12- TYPFl1/ �� / / / \ tee- a FH. 9e9 IE STUB IE STUB IE STUB SD O E PA hl I �R /R
a RI 93.80` j i/ ti1 �,,,, LOT T 9' HAIN
Y - E 391.80' j % J ssMH �I 385000 38500 I�B - - CSP 10850 7 83 PR'�li6Jfi
z 2a �S 391.ao, 7 /x -3 RIM =394.2 f IS59 _SS NH I LAY3woOD�ED 5.00 SO 00.056
E-1 �a / /O• , j BENCHMARK -I �'4 I / 29 LF 8' oB10FATER SW IE 387.26
U 0 10.Jd'L ( #C}l� , h / V NV =397. TRIM 396.31 (MATCH) Cr ' W/M ANY SCATTERED ft� C O Y II
�� ft� SET RAILROAD SPIKE ,E 382.96 / Cp OUS TREES V
rna I ¢ SS10-SS MH IN POWER POLE �O F.F. l -10 DIA, AVG. FF R SD9-CB fi'x 6- WDOo
_( / qr, o STA. 3 +41.03 / I I 4° J° I I I %R
1 M
•- E : j r5 ...y RIM 395.11 (MATCH) ELEV = 396.33 399.83 39✓.Ot C f6,,j X97• fi -9 RET W0J
=E i r
Is
z
0
E
IE 33.70 ' I I OFF 13S1R � I I I I B 1F. I I I (SS8 -$11 I I I I i I � 3
8594 r
9STA. 2 +38 E (E) 39.
9 I STA 5+n OFF 16. 3F81 I E .0 I ' I I c R_
18 I 5681 G' RID
/
`a� ACK OF 5+57 O
)
�..
f I LAwN - L -cAR�I S fE L�CXiWN� I0� Offi (� f L- i2 � MF�96. OFF OIR
STA-'k+57.1
AT,SURFACE ( ,j OFF. 23.'84L S9L 89 LF 12' h
LAWN _ _ ,4 / - 300 O' _ - E SS STUB 383.
\/ ,cb - - - - - - - .. -- N 01'04'53" E 11 \ SEE
N v
LAWN SSMH / ACCEPTED POSITION ! N
�1 - RIM =3 °5.28 � qq. � �\\ y�� I I .'•fJ,y�'
3
W \ \ 39710
V \�x
\ \\ f 2
CALL BEFORE YOU DIG
1-800-424-5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
GRAPHIC SCALE
(IN F')
1 inch - 40 fL
W rR -27 -j ?B1
wwp- i7 -a7tit
4l
1
COMPOSITE UTILITIES PLAN Z
SCALE: 1'4=40'
iWAN
Q
SET RAILROAD SPIKE
IN POWER POLE
ELEV - 387.56
h.az RIM 386.13 (MATCH)
SD3-CB TYPE 1
378.42
4 5
RIM
103 (NATCFI
E 3.42
I
(�
i
STA. 504p1.41
Off. 4.1
+�
RENTON HIGHLANDS NO.
`+
2
IE 377.63
VOL.57, PGS.92 -98
STA 51 +75.88
LA I
CORRECTION PLAT
v -->F---41
SD2-CB TYPE 2 -46'
v\
eL �+
BLOCK 4.
3�0t.00 y
STA. 51 +9177
i
OFF. 4.50L
37 LF 8' W PVC SS O
KIRKLAND
AVE.
NE.14"
� �
v HYD
i
E 376.76
WATERLINE
SWALE
-6.
/
-
8" C N,
G o
P, NA
IN PAf
COMPOSITE UTILITIES PLAN Z
SCALE: 1'4=40'
iWAN
Q
SET RAILROAD SPIKE
IN POWER POLE
ELEV - 387.56
h.az RIM 386.13 (MATCH)
ON
378.42
b; 4T A. 50 +63.32
35.00 1
12DOL
U
a
SS2 -SS MH
5.04 ys�
RIM 3804.53 (MATCH)
BLOW -OFF
IE 377.63
\
STA 51 +75.88
6'
OFF. 112.00L
v -->F---41
SD2-CB TYPE 2 -46'
v\
eL �+
RIM 364.04
E 380.04
3�0t.00 y
STA. 51 +9177
a
OFF. 4.50L
37 LF 8' W PVC SS O
ROCKERY FACING WALL
0.023 ft/ft
8 y
SS1- CONNECT TO
EXHSnNG SS MH
.I
E 376.76
WATERLINE
INV =378.65 INV =376.78
SHEET NOTES
1. SANITARY SEWER BUILDING CONNECTION LIES SHALL BE 6' DIAMETER PVC
EXTENDED TO 6' BEYOND BACK OF SIDEWALK AT 0.020 ft/ft MINIMUM SLOPE
AND CAPPED FOR FUTURE EXT04SION. STAKE SURFACE AT EACH STUB END.
2. SEE SHEET 9 FOR PROFILES AND TYPICAL DETAILS.
3. SANITARY SEWER PIPE SHALL BE DUCTILE RON (DI) OR PVC C 900
4. CONSTRUCT ALL SANITARY SEWER MANHOLES NTH 0.010 FOOT FALL
THROUGH THE STRUCTURE
S. STORM DRAIN PIPE SHALL BE DUCTILE IRON (01), CLASS 52, OR REINFORCED is
CONCRETE PIPE (RCP), CLASS IV, OR HIM DENSITY POLYETHYLENE (HOPE)
DOUBLE WALL SMOOTH INTERIOR BY 'ADS', 'HANCOR' OR APPROVED EQUAL
RCP SHAW. BE USED AT ALL LOCATIONS WITH LESS THAN 36' COVER. DI
SHALL BE USED AT ALL LOCATIONS WERE THE HORIZONTAL SEPARATION
BETWEEN STORM AND WATER LINES IS LESS THAN 10'. SEE PROFILES ON
SHEET 9 FOR MATERIAL CALLOUTS.
LEGEND
0
CLEAN OUT
0
SANITARY SEWER MANHOLE
♦
CATCH BASIN TYPE 1
J)
CATCH BASIN TYPE 2 OR SD MH
J
BLOW -OFF
Is
WATER METER
\INV3 =.
FIRE HYDRANT
x
REDUCER
IV
THRUST BLOC(
WATERLINE FITTING
j(
WATER VALVE
ROCKERY FACING WALL
SANITARY SEWER PIPE
STORM DRANK PIPE
WATERLINE
SWALE
Sk..o.#
18.T � CONNECT TO EXISTING SO
IE 373.83 (FIELD VERIFY)
1m 9 , & T -
�S
m, -
sa
SSMH
RIM = 380.42
INV =369.57
'x'.•`04
Taylor
Englneering
Consultants :�;:
24224 S.E. 28th Street, Issaquah, WA 98029 I a/1o/o0
tel. 425 - 391 -1415, fox 425- 391 -1551
RECOMMENDED
FOR APPROVAL
BY 'q7'w /90
BY
sY 91.y
1 177%
24X�� RO�'
COMPOSITE UTILITIES PLAN
sate r..v 5
y\
Csrn
\INV3 =.
C8'
TOP -380.2
INV= 375.54
18.T � CONNECT TO EXISTING SO
IE 373.83 (FIELD VERIFY)
1m 9 , & T -
�S
m, -
sa
SSMH
RIM = 380.42
INV =369.57
'x'.•`04
Taylor
Englneering
Consultants :�;:
24224 S.E. 28th Street, Issaquah, WA 98029 I a/1o/o0
tel. 425 - 391 -1415, fox 425- 391 -1551
RECOMMENDED
FOR APPROVAL
BY 'q7'w /90
BY
sY 91.y
1 177%
24X�� RO�'
COMPOSITE UTILITIES PLAN
sate r..v 5