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BREMERTON TOWNHOMES
A PORTION OF THE NE 1/4 & NW 1/4
SECTInN 15_ TOWNSHIP 23 N. RANGE 5 E__ W_M_
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TAX PARCELS 1 d
SSMH #1 SEWER TEES
722700- 0010 1 TAX PARCEL
722700- 0020 1 1
_ 205050- 0010
STRADDLE EX SEWER MAIN S1 0+41 3 I - 60
'
TAX PARCEL
STANDARD 48" SS MANHOLE
S2 -
0+49.3,
IE=398.68 -- �-
L
152305- 9031
STA. 0+12.95, 4.00' RT
S3 -
0+61.8,
�
IE=398.81 _�
--
RIM=406.0f
,1
S4 -
S5 -
0+90.3399.09
0+91.3
IE=
IE=399.10`<<--
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- -
-
- - - - -- - _
IE (EX. 8 )=398.09 I I
1+13.6, IE
IE (8" IN)-398.19 S6 - =399.32 I f - I C 1 L K
S7 - 1+19.2 IE=399.38
S8 - 1 +31.6, IE=399.51
SSMH #2 S9 - 1 +38.2, IE=399.57 w I I SSCO, 0+91 SSCO, 1 +00
STANDARD 48" SS MANHOLE =407.00
S10 - 1 +76.8, IE=399.96 IE
Z I I � IE=407.00
STA. 2+21.05, 6.74' RT = S11 - 1 +77.8, IE=399.97 24
�
SC
II i I I I II I I SSCO0 S2STA. 10+07.59, 18.26 FT S12 - 1+79.6, IE=399.99 W I I Lij
GFE-4.GFE413.0 IE-404.50
RIM=410.48 S13 _ 1+84.8, IE=400.04 Q
IE (8 OUT)=400.29 S14 1+97.6, IE=400.17 GFE-410.5
I IE=406.50 7
IE (8" IN)=400.39 S15 - 0+20.7, IE=402.08 R/DGEVIEW COURT Z z
S16 0+41.6, IE_402.39 /OL. 235, PGS. 75-78 � FI
0+79 AR
06.50 20
�WYE;+-�+S17 = 0+88.3, IE-403.09 GFE=412.5 GFE=410.5E404.65SSMH #3 W IE=405.66S18- 1+09.1, IE=403.41 o $STANDARD 48" SS MANHOLE S19 - 0+34.5, IE=401.29 0 GFE=412.5
STA. 2+27.76, 25.98' RT = _ = W + I I „
-401.72 I 20 0+63.0 IE S I I
� � I I 83LF 6 PVC , � -
STA. 10+27.19, 10.50' RT = S21 - 0+18.0, IE=402.36 m N I I 79LF 6" PVC I I I S=7.87% 0 - -
STA. 29+90.891 5.38 RT S22 - 0+19.0, IE=402.38 I I i +
I I S=9.38% I 91 LF 6 PVC I I 19 �, S o-
RIM=409.76 S23 - 0+34.0, IE=402.60 SSCO S=8.68% 1 OLF 6" PVC GFE=412.0 IE=404.00
IE (8OUT)=400.60 S24 - 0+35.0, IE=402.62 IE=401. 10 GFE24612.0 22 S=7.04% I I SSCO, _ _ - _
IE (8 IN)=400.70 I I I I I I I GFE=412.0 21 IE=406.0 SSCO
CROSSINGS I SSCO GFE=412.0 I I IE-40 .50
GI
I 1 IE=406.00 SSCO II 27LF 6" PVC
SSMH #4 #1 - IE 8" WA = 402f 27LF 6" VC I IE=406.0 I I I I STANDARD 48" SS MANHOLE TOP 8" SS = 398.68 S=15. 2% I I I S_ 22 07% I I IE=403.00
STA 30+88 09 5 45' RT - SEPARATION = 3 32' I { I I S H #2
SSMH #5
133LF 8" PVC
S=1.50%
_ X ING 5 GFE=410.5
STA. 10+65.78, 78.72' LT #2 - IE 12" SD = 404.67 I I r
271�F k L 21 LF 9
RIM=410.34 TOP 8" SS = 399.11
„ I I X'ING #4 6 P 27LF 6" / IPVCI i� 8" PVC - �)6 TAX PARCELS
IE (8 OUT)=401.67 SEPARATION = 5.56 S=24.52%
IE 8" IN=401.77 _ = 0+00 1 S=23.81 % S=1.00%"I E 411 O
( ) #3 IE 8 SD 404.80 I I I 332830-0010
1+00 __NE 3RD LAN THROUGH
TOP 8" SS = 399.42 -I S S� S N88'09'35"W 2 0 r SSMH #3 I 97LF 8" PVC
SSMH #5 SEPARATION = 5.38' 210LF 8 PVC I S=1.00% 1 332830-0350
STANDARD 48" SS MANHOLE #4 - IE 10" WA = 405.88 SSMH #1 I X'ING #3 S4 S5 S7 S9 S=1. 0% - S 5
I S11 S13 � - - X'ING #9
--
STA. 3+48.71, 73.66' RT = TOP 6" SS = 400.62 X'ING #1 I X'ING - - - - _ 31+00� 31+
STA. 30+85.38, 127.64' LT SEPARATION = 5.26' NE 3RD I I <, I - 20
RIM=410.54 C ITV, - - =" - - - T------
#5 - I E 10" WA = 407.39 _ -LANE I I S= 22.74 - _ +
IE (8" OUT)=403.77 TOP 6" SS = 401.23 - - I
X'ING #2 o I I I I S12 X'ING - - -
SEPARATION = 6.16' + I IE=403.00 I #6 I-
SSMH #6 - IE 12" SD = 402.60 'n I I I GFE=410.5 - - - - -
N I 1 I I -
STANDARD 48 SS MANK,.'-I TOF� 8" SS = 401.21 I I II I X ING i SSMH #4
55LF 6 PVCI I GFE=412.0 I I #7
STA. 11 +15.73, 6.42 RT SEPARATION = 1.39 5-11 64% « 2 11
RIM=409.65 #7 - IE 12" SD = 402.90 3 4
S19 SSCO
IE (8" OUT)=401.99 TOP 8" SS = 401.58 co 1 I GFE=412. FE=412.5 5 6 8" PVC IE=404.50
NOTES. N 2 � GFE=410.
IE (8" IN)=402.09 SEPARATION = 1.32' 1. ALL SANITARY SEWER PIPE SHALL BE nn I I GFE-412.5 I I I GFE= 1 .5 GFE=410.5 S=1.50% 12 35LF 6" PVC
#8 - IE 10" WA = 405.68 GREEN IN COLOR. I r I II II X'ING #10 E S=9.17%
SSMH #7 TOP 8" SS = 402.71 z I I - ssco
STANDARD 48 SS MANHOLE SEPARATION = 2.97 2. SEE PROFILES ON SHEETS C9.1 & C9.2. I I 1 SSCO, 0+55 I - - - - - - IE=404.50
STA. 11 +78.47, 7.00 RT #9 - IE 12 WA = 403.70 I I IE=405.00 - -
RIM=410.39 3. ALL TRENCH RESTORATION TO BE PER cn I '-' _ - - - _ _ _ 31 LF 6" PVC
TOP 8 SS = 402.60 19LF 6 PVC 19LF 6 PVC _
IE 8" OUT-403.02 = � CURRENT CITY OF RENTON "TRENCH � _ 19LF 6" PVC 20 � _ - S 8'97%
( )- SEPARATION 1.10 I S=37.74% 12LF 6" PVC - - -
IE (6" IN)=403.12 #10 - IE 8" SD = 406.54 RESTORATION AND STREET OVERLAY" DETAIL. 00 I SSCO S=36.79% S=34.26% S=17.67% SSMH #6 '0 - „
TOP 8" SS = 403.06 x I i = SSCO SSCO SSCO - - S9 38%PVC
4. EASEMENT LOCATION SHOWN - SEE SHEET w IE 406.50 IE=406.50 -
SEPARATION = 3.48' C-9.3 FOR SIZING. j I IE-406.50 IE=404.50 I SSCO
Cal 2 Working Days Before You Dip i 12LF 6 PVC
I I II 19LF 6" PVC I 22 S21 IE=404.50
S=22.79% 20LF 6" PVC
I =
I .0
I I I I SSCO S 20 0
S=11.90%
1 800 424 5555 PROJECT U 120093 SSCO
I I 50
U!■ties Underground Location Center IE=404.IE=405.00 18 13 SSCO
(D,MT,�,OR,WA) I I I �� �___. - GFE- 0.5 �� �'4 GF 10.5 IE=405.00
R. Cp o I I I TAX PARCEL 62LF 8 PVC L - 20LF 6" PVC
CITY OF RENTON �y of a y�s'� I I 152305-9192 S=1.50% " S=9.40%
APPROVAL FOR SITE CONSTRUCTION
12LF 6" PVC SSCO
� S=15.67% 17 IE=405.00
c8S6Et�o ��`` I _ I FE=411.0 II 2 I E=4
C -� NA L ECG\
ate I
GRAPHIC SCALE
ate CONCEPT ENGINEERING INC I I <
IComments:
I 20 0 10 20 16 z-I I 15
455 Rainier Boulevard North I I i GF 11.0 01 I GFE=411.0
Date - Issaquah, Washington 98027 i i I o I I
(425) 392-8055 FAX (425) 392-0108 ( IN FEET) SSCO
1 inch = 20 ft. UN- L
IE=405.00
Date
Copyright c0 2012 Concept Engineering, Inc. All rights reserved.
stavertn: xxE:
1" -20' HONZOM- HADDOL. MA�1. /Iff, C 1 T Y 0 F
'"CRENTON
MIN°"E "'C" DATU M
cHEDM: AT FULL WALE Planning/Building/Public Works Dept.
ow IF NOT ONE WCH
BY DATE APPR SCALE ACCONDOMY
NC
BREMERTON TOWNHOMES
SEWER PLAN
CAM
7-31-12
PE:
C-9.0
21
SSMH #7 I m
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TAX PARCEL TAX PARCEL TAX PARCEL
427962- 0030 421962- 0020 I 421962- 0010
I I1 I
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TAX PARCEL
421962- 0240
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