HomeMy WebLinkAboutS-372304TBLOCK_COR
CONSULTANTS
OTOP351308
CUWS351308
w
CUSD351308
Land Use OmmiliK, Nect Manment
CNOT351308
YOUDIG
GGRD351308
O
CSIT351308
(�
P:eylnap
w
n,n,,,;(/25)2asz3sO l Fa t425l2ss23e9
J_
LL
w �
z Z
z w
U Q
w
o
a
Q
w
m
J
A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RAA
MATCHLINE STA 26 +60 SEE C4.05
v�
7"'
27 241 CL
\ PAD= 419.7 PA —420.4 N '6
/ 26 25
J PAD = 416.8
IE =411.0
8" PVC
TIl• T
(1SSMH60 �
`STA 25 +28.52, 0.00';
IE =410.5
I
I
^a
PAD =424.8 �
I(
PA =428.2
_ IE =421.0
7UU.UI VA 1 \
,E 5 E, W.M. CONSTRUCTION NOTES
O 6° SIDE SEWER CONNECTION, 2% MIN. SLOPE PER CDR
...__. STD. PLAN 406.1
2 O 48" SANITARY SEWER MANHOLE W1 FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
15 O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
PAD =431.2
O SAWCUT EXIST. PVMT.
O5 CONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
\ \ O48" SANITARY SEWER MANHOLE SHALLOW PER COR STD.
PLAN 400.2
�i
16 \
PAD =426.5 \\
\
\17
PAD =4 2.0
\
GENERAL NOTES:
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNEC7ION STUBS SHALL BE SET A MIN. OF 4
FEET BELOW 7HE BEARING PAD ELEVATION.
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR SID. PLAN 405.
3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER
SHALL BE INSTALLED SIX INCHES ABOVE 7HE SANITARY
SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND
U77LI71ES IS LESS THAN TWELVE INCHES.
N COMPLIANCE WITH CITY OF RENTON
STANDARDS
DATE:-4A
y:
PA— AIZ-, DATE:/
y; DATE:
y; DATE:
6
KEYMAP ��
5- 372304
cPlH
CONSULTANTS
Site planning • CMI Engineering
CALL BEFORE
Land Use OmmiliK, Nect Manment
YOUDIG
7- SOGd245565
733MAwnue,SiIn100IA .WAMG
n,n,,,;(/25)2asz3sO l Fa t425l2ss23e9
www.caM1eonsultants.com
_
w>E
i
/ 26 25
J PAD = 416.8
IE =411.0
8" PVC
TIl• T
(1SSMH60 �
`STA 25 +28.52, 0.00';
IE =410.5
I
I
^a
PAD =424.8 �
I(
PA =428.2
_ IE =421.0
7UU.UI VA 1 \
,E 5 E, W.M. CONSTRUCTION NOTES
O 6° SIDE SEWER CONNECTION, 2% MIN. SLOPE PER CDR
...__. STD. PLAN 406.1
2 O 48" SANITARY SEWER MANHOLE W1 FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
15 O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
PAD =431.2
O SAWCUT EXIST. PVMT.
O5 CONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
\ \ O48" SANITARY SEWER MANHOLE SHALLOW PER COR STD.
PLAN 400.2
�i
16 \
PAD =426.5 \\
\
\17
PAD =4 2.0
\
GENERAL NOTES:
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNEC7ION STUBS SHALL BE SET A MIN. OF 4
FEET BELOW 7HE BEARING PAD ELEVATION.
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR SID. PLAN 405.
3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER
SHALL BE INSTALLED SIX INCHES ABOVE 7HE SANITARY
SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND
U77LI71ES IS LESS THAN TWELVE INCHES.
N COMPLIANCE WITH CITY OF RENTON
STANDARDS
DATE:-4A
y:
PA— AIZ-, DATE:/
y; DATE:
y; DATE:
6
KEYMAP ��
5- 372304
cPlH
CITY OF LIBERTY GARDENS 02/21/16
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ""non"'
RENTON °�
Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE 74.04
c 5 30 Y IAI-
a
oy
Q'.
z! 1
'N
'W
CONSULTANTS
Site planning • CMI Engineering
CALL BEFORE
Land Use OmmiliK, Nect Manment
YOUDIG
7- SOGd245565
733MAwnue,SiIn100IA .WAMG
n,n,,,;(/25)2asz3sO l Fa t425l2ss23e9
www.caM1eonsultants.com
_
w>E
CITY OF LIBERTY GARDENS 02/21/16
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ""non"'
RENTON °�
Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE 74.04
c 5 30 Y IAI-
a
oy
Q'.
z! 1
'N
'W