HomeMy WebLinkAboutS-0532011
I
I
I
NO.
TYPE
NORTHING
I
cv
�
� W
5.000.0000
�2
I
I
I
I
I
I
I�
I
i�
---- -- -- - - - -_j
`
X
I I
I �
W
! _.
�
�.
I
X
280
I
N ell N�
290
1
--------
-- -
---- - °-
- -� .--- - - - - -- Q
�' - - - --
LEGEND
- - - -- - - - - - -- CENTERLINE OF ROAD R.O.W.
-,_ -,_ „_ „_,,, RIGHT- OF-WAY LINE
n EXISTING MANHOLE
5-- 18 "SDR °_- EXISTNG UTILITY
PROPOSED SANITARY SEWER
<" j.• CONCRETE
/ . 1 TREES
PROPERTY LINE (TYP.)
\ I
I I ,
-�Z
COORDINATE SUMMARY
NO.
TYPE
NORTHING
EXSTING
�!
MON
5.000.0000
5.000.0000
�2
PK
4.242.4669
4.998.5305
�3
PK
4.634.4059
4.996.5897
O
PK
4.480.1826
4.995.15510
4FI _�) I b #I g Ufa j #1500 #1424 #1416 I #1408 #1400
FL. EL. 299.70 i I FL. EL. 299.70 I i FL. EL. 299.50 I
, I
I I ! I FL. EL. 298.70 I FL. EL. 297.30 ; I ,
------- JP____ - - - -_ I -�� ; I i i I FL. EL. 294,10 i ; r FL. EL. 285.50
`- ! ' ' ' ! ' i I ' ! ' (EXIST BASEMENT) I
-- �-
I ' I �----- - --- -- I
j----- - - - - -- i I I
-- T-------- - - - - -- - - - -- ! --- - - - - -- - -- I `------------------ - - -- -- I - - - - -- I
7;S0*3;2;,;04�. s' Rr I / 's(a;z +73 ' 1 J /771 sra. 4 +2o L -1 ' 1\ I� - - -- �� - - -� ;` 1 STA. 5 +70
I i - - -� -� - - - - -j
I I I / j 3-4 I I
I / STa. 4 +95 I' a l STA. 5 +78 1 I } •-r••-- _.._.._.. ._.._ ;� 7° �.,_..___.._ "..._.._.r�_ - -� -- - - -.�,� .1.. �... I I 1 x T.• I L �.. r- - - - -.. I � I I sra. 4.95 `RT
1 ` � SSMH NO.21 - y I -JI �- - - ,e ` 1•- r^ r t^rri c^ r MB I` MB - - - - -- -- - -Qc - - - - - -- - - - - -I =� -= 44-_,
�- i - - - -- - -, - - -- 2 "W - - -- - - - -�- -I = - - -- = - - - -- 'I ; -i 1 °0 MB NEW $ "W MB ro I -� - -- 1 - --- �-- - - - - - -- - �_____ W. I "� - 7- °_ -_ NEW
---- - - - - -- -i - =�- I - - -- ( i -� - - - - - -- - - - -- - i - - -- 1 ---- - - - - -- `t - -- - -r --- ,' S.O'32'df "W. t _ _r t° °__- - °c- - -T °-. % TI- - ° - -- r-- - - - - --
TAX LOT NO. 1140
PRIVATE PROPERTY
STA. 7+03
STA. 7 +12 5' RT
SSMH .NO.3
- -- ------ ------ - - -- - - - -- - - - =- ' -- ° '
I 1 I N �3 -II
STA. 1+00 0 STA. ?*69.74 1
I f o o 2 1 1 1 STA. 4 +56.61 1 I 1
CONTROL PT �TROL PT. N0.502 I 1 I I r sra 6 «19x99
MB 5 (lYP.1 1 I I CONTROL PT, N0.503 r I I r +I 5' (TYP.1 Ir' NTROL PT. 0.504 4
i NO. 500 - --------- - - - - -- 1- -I L - -� - -- - - - -- - - - - -- 1
-- -- - - - --1 -- - - - - -- - - - - - -- 1 - / Jt i rcA r
�1 - - - - - - - ° -, - -° -- -
Q o ! '� - -/
_ T - - - --
- - - -- - - -- � � I -- +- - - -- / "rce --- - - - - --F -- L C. FUTURE
.- �.._.._.. -.._. ._.._.._.._.._,>?.._.._.._.•_+ _ _ --I ~ I I `�'' 1 ' I _ PP I I - - --- 1 I 1 �1' i " p D j I `C/ 3 SANITARY SEWER
-• �.r, \ 1 .i .r.._ ._� „ J / ... ° - - - - -- - - PIPE
STA. 6 +2e / STA. 7#15 STA. 4+09 +541 I I 0 +6 T/ STA. /
I I I rte' I °L-. -J_I I I •I
I ----- -I I I II -� -- ------ - - - - -- 1 I
/1 I I _
--------j-f---- - - ---- -- ----- - ; i- ---- -- -i
-- --- -- ----- - - -L1- I -- '-. - -'` ---� ---- - - - -
' PROPOSED
SWAN MEADOWS
- - - - -- o - - - -, #1501 425 #1 4/ #/ I I i No•2
N i F.F EL. 299.80 ; I FL. EL. 299.70 ! FL. EL. 299.70
! 409 I i #1401 i I #/.3 J 3 i
i ! FL. EL. 291.60 I FL. EL. 289.50
I I FL. EL. 2.88.70 �
I i N SHEET NOTES: (EXIST BASEMENT) (EXIST BASEMENT) i
I C • REFERENCE IJOTES
I. VERTICAL CONTROL DATUM BASED ON USC&GS 5. EXISTING MAILBOX SHALL BE TEMPORARILY 9. PROVIDE KNOCKOUT IN SSMH NO.3 FOR FUTURE
• � :
N W PL A N RELOCATED AND PERMANENTLY REPLACED 8 "SEWER PIPE CONNECTION.
cj a CONTRACTOR SHALL INSTALL STANDARD 2. COORDINATE SYSTEM IS ASSUMED BASED ON TO ACCOMODATE SERVICE CONSTRUCTION.
LL 6 "SIDE SEWER PER CITY OF RENTON CONTROL POINT NO.500 ASSIGNED WITH THE /0. PROVIDE AS-BUILT IMFORMATIO.1 SHOWING ALL
STANDARD PLANS (SHT. 5.2.21 FOLLOWING COORDINATES: N. 5.000.00. E. 5,000.00. 6. STATIONING SHOWN IS CENTERLINE OF ROADWAY INVERT AND RIM ELEVATIONS
AS DEFINED BY THE CONTROL POINTS
3. SEE SHEETS I AND 2 OF 2 (W -1024) I/. PROPOSED 8 "SS SERVICE AND SERVICE LATERALS WILL
O SANITARY MANHOLE SHALL MEET REQUIREMENTS O CONTRACTOR SHALCS CONCRETE D REMOVE. SECTION SAND FOR WATER SYSTEM IMPROVEMENTS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. NOT BE IN SERVICE UNTIL FINAL CONNECTION TO
SET FORTH /N CITY OF RENTON STANDARD PLAN REPLACE IN KIND CONCRETE DRIVEWAY SECTION
(SHT.5.1.3) NECESSARY TO CONSTRUCT SIDESEWER. 4. UTILITY CROSSING LOCATIONS AND ELEVATION SHALL BE 8. INSTALL BURIED 2"X4" STUD SERVICE MARKER AT FUTURE SS PIPE AT SSMH NO.3 IS COMPLETED.
01 DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY END OF EACH SIDE SEWER MA /N. 12. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2'
o !P CONSTRUCTION ACTIVITIES. FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS
300
--------- o SEE SPECIAL PROVISIONS 13. ALL TRENCH BACKFILL AND BEDDING FOR SIDE
"SEWERS IN THE PUBLIC RIGHT -OF -WAY SHALL
CONSIST OFS "MINUS CRUSHED ROCK.
295
EXISTING GROUND LINE - ca i
�` -- � 295
to co 00
290
295 LF18 "PIPE S • 10.01 FT. PER I FT.
285
36'� 'O.D. O.D• PIPE
T CRUSHED SURFACING
TOP COURSE AND
KEYSTONE
-
- BANK RUN GRAVEL
zr
PIPE BEDDING MATERIAL
L4
In 4i
�`ri cn
ai
AS SPECIFIED IN 7- I7.3(I)B
J" AC AC
3 AC CLASS B
CLASS B
��� 8" SANITARY SEWER
FOUNDATION MATERIAL CLASS A
TRENCH PATCH
OVERLAY
280
FINAL 3,1
N ell N�
290
1
JOINT 6"
2 +00
NOTES:
1. ALL MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED,
HAULED AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH FOUNDATION,
BEDDING AND BACKFILL MATERIALS AS SHOWN IN TRENCH BACKFILL DETAIL
AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED
WITH TEMPORARY ASPHALT AT END OF EACH WORK DAY.
SANITARY SEWER
TRENCH BACKFILL DETAIL
xgflzG Iv a7 od
R. C. E. NO. DATE
INC.
6„ 12
-I P
36'� 'O.D. O.D• PIPE
T CRUSHED SURFACING
TOP COURSE AND
KEYSTONE
-
- BANK RUN GRAVEL
"t
PIPE BEDDING MATERIAL
AS SPECIFIED IN 7- I7.3(I)B
6"
��� 8" SANITARY SEWER
FOUNDATION MATERIAL CLASS A
AS DIRECTED BY THE ENGINEER
4 +00
o®ncl/ c
5 +00
0 20 40 60 80
FEET
DEPARTMENT OF PUBLIC WORKS
6 +00 S-532 ELAINE AVENUE N.E.
SANITARY SEWER PLAN. PROFILE AND DETAI!
- - DEIGNED: .,D% DATE: 12190 FILE NAME: -
DRAWN• D'PPP
CHECKED: SCALE: I" • 20' FIELD BOOK, PAGE:
REVISION By APPR. DATE APPROVED: SHEET: J OF: /
mrerm ac v:r�rc aowv
N ell N�
290
iz
`
285
a2�
017 t
RECOMMENDED FOR APPROVAL
1-73 -9/
voivyi�
S a
280
1-a �n'°�
pER'
-
-.
01 ! q' m
gp
PLAN REVIE DATE
�ZNNN
IN-4
H
`1
L`
WAg�
WA ATER LITIL -- DATE
®
�''
275
REV D OR C TO CITY'S STANDARDS
.
,; MFG' TE�
��
f +�®
LRY SYSTEMS NAGER DATE
CITY OF RENTON
�
AL
MENANCE SERVIC MANAGER DATE
5 +00
0 20 40 60 80
FEET
DEPARTMENT OF PUBLIC WORKS
6 +00 S-532 ELAINE AVENUE N.E.
SANITARY SEWER PLAN. PROFILE AND DETAI!
- - DEIGNED: .,D% DATE: 12190 FILE NAME: -
DRAWN• D'PPP
CHECKED: SCALE: I" • 20' FIELD BOOK, PAGE:
REVISION By APPR. DATE APPROVED: SHEET: J OF: /
mrerm ac v:r�rc aowv