HomeMy WebLinkAboutTED4001760.1SAN_ SEWER M-H.
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A
N
N
296'SS BETWEEN MANHOLES
- --
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' CATCH BASIN
GR. EL.=26.40
I.E. 12:W=22.90 (EXIST.)
I.E. 12(E)=22.70
I.E. 12"(S)=22.90 (NEW)
CONTRACTOR TO VERIFY
I.E- PRIOR TO CONST.
BUILDING
61
27.5t
19' - 12" C. P ® 0.5 Zb
i �26.74
C.B. No.2 TYPE I
GR. EL =2415 8. 27.28
i 12'(w-E)=2j 5� 24.74
4 ROOF DRAIN=25.06
zee
77.6' - 8" D.I.-CL50 ,
1.0%
N ~
SAN. SEW. MH NOTE: MAINTAIN MINIMUM 5' SEPERATION
RIM EL.=27.19 BETWEEN STORM AND SANITARY SEWER
I.E. 8' =23.54
0
1�1
x
l,. b, N O. % TYPE I
GR. EL_ �6 (MATCH EX_ PVM'T.)27.14
I_E_ 12"(war- 24.52
> ALL TAPS ON EXIST_ SEWER)
SHALL BE BY 90' TEE
IBUILDING
_ _ 0
10
i11 ALLEY
BUILDING
CLEANOUT
RIM EL.=27-`5"27.92
- ' /_1L_ I_E =2A-14 MIN 25.52
(SEE SHT. 2 of
FOR DETAIL
X.
MIN. EL.=28.13
BUILDING a .
z I
All x .'j E3
4„ PVC ROOF
- I - - ---_ - 2' / DRAIN
1 vH,y YARD DRAIN No. 1 X1 BUILDING
I
+26.97 - - � - GR. EL.= 27.19 - - - - - - -
' 6
COA-C-
. VAVLK- I E8"(E)=�25.52
(SEE IS SHT 'L6 MIN.+2596 CURB OPENING
6 +27.10
,
6.VERT
CURB - 1 16.
_.
24•SD t 1 - - f - - _ +27.�OX�
T---_ 2 CONSTRUCT- _ `
i1 COMME 20' CO -�� � #2757 - 1�
(SEE SHjIAL ORIVEWgy s> a _ .___-�-r _ qM� 6, cp k11 -
- 2 o f 2 F l _ _ C2 ALK �1
OR DETAIL) _
CATCH BASIN #2 _ 3 _ REP OVE EX.
LA DR1
RIM EL.=27 06
I.E- 8"(NW)=24.66
---------------------------
CHECKED FOR COMPLIANCE
y T TANDARDS
Date �- ----f ! .
n Date
STORM DRAIN MH _ = & VERT ECW1 rH RV W CUT
RI 8L.w2628 61 - 1 _ _ 1�o NC CUR@ & PLANrER
R
( )- o - =SECTION
EPLACE GUTTER
L E 24"(W)=19 69 ,,� _ Sf ON BRp N 1\a
CTI KE
�.E. 24"(N)=19 56 SIDEIALK i 1
T� A ilE. A.
1 V,
12'
ALLEY .►\ 4 - PLEX
F
- - ---- ------ --- ------------------------------- --- - 8 13
- - _ - MIN. EL.-2 ,
------------------ - -
- -- -
i EX PVM'T. I -
CURB OPENING
I�
-- - - -- - f --- - _- _ _ - _ _ --- -- - - --- -------------- - -_
--- - - - -- - - -- - --- ------ - -
-
- --- - ---- - 8" DI.-CL50 ---------------- 1 -' -
0.60 % of 2
- - --1---------- - g1' - 12" C.P. - - - Ex. s-ss- - ------ ---- --- --- --- ------ Ex. e•SS 22' _ 6a IPVC CLEANOUT SEE SHT 2 /
- -
Ex. 12• CNP I I - - -- - YARD DRAIN No_ 1 7. L IL
- - - -{ - 0 20% M N. RIM ELF F R CETA
C.B. No.3, TYPE I C.B. No-2, TYPE I GR_ EL 14 7. 9 -25 52
---------------i_ ----------- - -------------- ----- LE. 8"(E) 28-2552 - - - -
Ex. L.E TYPE I GR. EL-=Y�(MATCH EX_ PVM'T-)27.14 GR. EL.=2.�-8fi-27.28 CONNECT TO EXIST SAN_ SEW.
_I l_ _ (SEE DETAIL THIS SHT.)
GR. EL.=26A0 -- I_E. 12 #AN=2�4-�1-23.42 - I �, 12'(w-E :, K 24.74 __ _ I E_ = 23.7t ----
- _ I.E. 12'(N)=22.90 - �-, 24.52 _ _ 4 ;ROOF_ - DRAIN=25.06
(W o _- CONTRACTOR TO VERIFY
LE. 12'cE)=22J0 _ o -
�� LOCATION & I.E. PRIOR � I
LE 12"(S)=22 90 19' 12p C.P. • $`sf9% 1.12 /o r TO CONSTRUCTION - ---
CONTRACTOR TO VERIFY I -
- - - - ALL TAPS ON EXIST. SEWER
I.E. PRIOR TO CONSTRUCTION
. ----- - - --- -- } SHALL BC B" 90° TEE --
STORM DRAINAGE PROFILE
SCALE: 1" = 20' HORZ.
1" = 5' VERT.
SAN. SEW. PROFILE
SCALE: 1" = 20' HORZ.
1" = 5' VE R T-
-
AS SURD
NOTES.-
1. Yard Drain to be constructed from concrete
IrI�� CAST IRON Pipe, in accordance with ASTM C 14 unless
BELL GRATE otherwise shown on the plans or noted in
the Standard Specifications.
2- Cutout hole size is equal to outlet pipe
outside diameter plus area inlet wall thickness.
3 Connection to outlet pipe to be mortared and
made flush with inside of the area inlet wall.
4. Cast iron bell grate shall meet the strength
renuirements of Federal Specification
RR-F-621D. The grate shall have slots
(holes) that constitute 50% open area for
drainage. Inlet bell surface shall be finished
PLAN VIEW to assure non -rocking fit with any
cover position.
GR. EL.=27.14
`4 CONCRETE PIPE SECTION
a)
8" CL50 D.I. o
- C
I-E-=25.58
z_
18" MIN_
4" MIN. CONCRETE
CLASS B
ELEVATION VIEW
YARD DRAIN DETAIL
N.T.S.
MERIDIAN = ASSUMED
BASIS OF BEARING:
MONUMENTED CENTER LFNE OF
WELLS AVE. N. (WELLS ST)
DATUM = CITY OF RENTON
BENCh MARK:
CHISELED SQUARE IN BACK OF WALK
AT THE INTERSECTION OF THE S.W.
CORNER WILLIAMS AVE- N. AND N.
15th STREET
ELEVATION = 27.89'
LEGAL DESCRIPTION
LOT 20, BLOCK 15, RENTON FARM PLAT #4, AS PER PLAT RECORDED IN
VOLUME 13 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON.
RECOMMENDED
FOR APPROVAL
BY �" "" 67/0
STORM WATER vnw ry
RECOMMENDED 77
FO
BY
RECOMMENDED
FOR APPROVAL
BY
TRAA/SPoRT,r-TI)y SysTEM5
/ . i r/
LEGEND
-SAN. SEWER MANHOLE
-WATER METER
-STORM MAN HOLE
-STORM CATCH BASIN
-POWER/UTILITY POLE
j''�h-SPOT ELEVATION
S- SET 1/2" DIA. REBAR WITH PLASTIC SURVE
CAP LICENSE No's. 9634/10356
-FENCE
Q qu
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