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NOTE TO CONTRACTOR
SEWER STUBS MUST EXTEND AT AT LEAST ONE
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5- 32550/
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
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MAIN SEWER LINE
_ _
TYPICAL
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BUILDING
SEWER
INSTALLATION
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PLAN
4" SOIL PIPE
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c° 1
r 4" CALDER COUPLING
00
i'q Mo OR EQUAL TO FIT
? ~ � - SURFACE CLEANOUT
4 "x 4 "x4" WYE
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t
4" CALDER COUPLING
4" PIPING
BUILDING SEWER SERVES ANY FIXTURE
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4 "x 4 "x 4" TEST TEE
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FLOOD LEVEL RIMS LOCATED BELOW THE
FACE UP AND PLUGGED
I N
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=
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'�
4" NIPPLE
"x
W
OF THE
6 4" REDUCER
73 W
H
r '— 6" COUPLING TO FIT
11-
END 6" PIPE
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Z REMOVE 2x4 STUD AND CAP OR PLUG
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M
ON END OR EXISTING 6" SEWER PIPE.
a
° AND INSTALL BUILDING SEWER COUPLINGS,
REDUCER, TEES, AND BENDS AS REQUIRED.
PROPERTY
LINE
-- SEE SIDE SEWER DETAIL
Z
W
6" PIPING TO 6' -0"
° J
rW
BEYOND PROPERTY UNE
Z
v'
6" SIDE OUTLET TEE
SEE NOTE 6 SEWER MAIN
PLA
BUILDING SEWER
INSTALLATION
NTS
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
10"
9"
8-3/4
1 -1 /4' 1/29 �-2"
III r 5/8"
1
2-7
I
1/2"
RAISE-1/2"
WIDE BORDER
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
NO
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Department.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4 " pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
rode release to the City and then can install
" pipe at a grode of 17.
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site must be ready for inspection
and representative on site when inspector
arrives at appointed time. Side sewer and stub
shall be tested per City specifications.
Make the connection at the house. Do not backfill
the ditch until approval is given by the inspector.
Final approval will be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
shall be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. All trench restoration for side sewers in the public
right- of -woy shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperotion
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperotion between sanitary side
sewers and RU other utilities.
ROLL 2 0 0 FR 3 0 2
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
12090
FIBER
PACKIN
45' (1/8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
s•32sSoy
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fYY1
DRAWINGS NOT APPROVED
r�
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY:
•
i
CONCRETE
CLASS 3000
3/4"
RECOMMENDED
FOR APPRO AL
e
BY
BY
A17JNINlql
c �� - � 2s -► OAr
4" CALDER COUPLING
IF THE
BUILDING SEWER SERVES ANY FIXTURE
o
J
Z
HAVING
FLOOD LEVEL RIMS LOCATED BELOW THE
o
ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
4" PIPING
OF THE
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
0
o
DEVICE
SHALL BE INSTALLED EQUAL TO TYPER 2 -84.
iA
j
M
NTS
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
10"
9"
8-3/4
1 -1 /4' 1/29 �-2"
III r 5/8"
1
2-7
I
1/2"
RAISE-1/2"
WIDE BORDER
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
NO
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Department.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4 " pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
rode release to the City and then can install
" pipe at a grode of 17.
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site must be ready for inspection
and representative on site when inspector
arrives at appointed time. Side sewer and stub
shall be tested per City specifications.
Make the connection at the house. Do not backfill
the ditch until approval is given by the inspector.
Final approval will be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
shall be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. All trench restoration for side sewers in the public
right- of -woy shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperotion
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperotion between sanitary side
sewers and RU other utilities.
ROLL 2 0 0 FR 3 0 2
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
12090
FIBER
PACKIN
45' (1/8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
s•32sSoy
�f
fYY1
DRAWINGS NOT APPROVED
r�
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY:
•
i
CONCRETE
CLASS 3000
3/4"
RECOMMENDED
FOR APPRO AL
e
BY
BY
A17JNINlql
c �� - � 2s -► OAr
4" CALDER COUPLING
Z W
OR EQUAL TO FIT
o
J
D N
SURFACE CLEANOUT
4 "x 4 "x4" WYE
4" PIPING
PLAN
BUILDING DRAIN
FOR LOW HOUSE
NTS
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
10"
9"
8-3/4
1 -1 /4' 1/29 �-2"
III r 5/8"
1
2-7
I
1/2"
RAISE-1/2"
WIDE BORDER
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
NO
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Department.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4 " pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
rode release to the City and then can install
" pipe at a grode of 17.
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site must be ready for inspection
and representative on site when inspector
arrives at appointed time. Side sewer and stub
shall be tested per City specifications.
Make the connection at the house. Do not backfill
the ditch until approval is given by the inspector.
Final approval will be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
shall be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. All trench restoration for side sewers in the public
right- of -woy shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperotion
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperotion between sanitary side
sewers and RU other utilities.
ROLL 2 0 0 FR 3 0 2
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
12090
FIBER
PACKIN
45' (1/8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
s•32sSoy
�f
fYY1
DRAWINGS NOT APPROVED
r�
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY:
•
i
CONCRETE
CLASS 3000
3/4"
RECOMMENDED
FOR APPRO AL
e
BY
BY
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I IE IN 91 442.14
is
NOTE:
IE OUT444-z 442.04
ALL WATER MAINS SHALL BE INSTALLED WITH 3'
MINIMUM COVER. AT CROSSINGS WHERE STORM
420 DRAINAGE CONFLICTS OCCUR- (SEE -SHEET C6);-
— ---------
WATER MAINS SHALL BE FITTED TO RUN BENEATH
STORM DRAINAGE LINES WITH MINIMUM 12"
CLEARANCE MAINTAINED.
NE 8TIi
COURT
o
ILWACO PLACE NE
----------
R
56+40 5 - 1+20 52+00
52+80
53+60 54+40
55+20 56+00
56+80
57+60 58+40
59+20
60+00
GRAPHIC SCALE
20 0 20 40 80
1 INCH =40 FT.
AS RUIL
HORIZONTAL
DATE: 9 -06
5 0 -5 10 20
-27
0
1 INCH =10 FT.
THESE RECORD DRAWINGS FOR REVIEW ON A TRUE COPY
VERTICAL
OF" E COUNTY APPROVED CONSTRUCT10N PLANS
SIGNED FOR APPROVAL.
AS BUILTS
BY: PROJECT ENGINEER: WAY JOUDEH DATE:
09-27-06
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GRAPHIC SCALE yz�m
20 0 20 40 80 omliy
-- -•n.IM 460
1 INCH =40FT. - 460_ -__ . __ -._ . ____ _.___ �mlIla
HORIZONTAL
5 0 5 10 20 \
1 INCH =10 FT. �.
VERTICAL 7� +
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IE #.CBE 457.67
IE OUIN T+163:99457.57
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RIM'455:67-452.91
IE IN 443-9i 443.58
IE OUT 413-92 4+346
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EXISTING GRADE
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IE IN 464.82 (8' -
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SEE SHEET C18
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RIM 167-28 456.89
NOTE: '...
HE IN iftfN. r 442.14--
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ALL WATER MAINS SHALL BE INSTALLED WITH 3'
!
FROM SSMH5 AND
IE OUTiM -7Cr+ M204
{
MINIMUM COVER AT .CROSSINGS WHERE STORM
- -___
- -.
FROM SSMH 6
SEl_SHEET C75_ —__
-- --
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___.._DRAINAGE'
"CONFUCTS-OCCUR (SEESHEET"C6). :.- __. r __
—._ _ _.__
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-
WATER MAINS SHALL BE. FITTED T0+ RUN BENEATH
: I
STORM DRAINAGE LINES WITH MINIMUM 12°
-
SSMH;1 +
CLEARANCE MAINTAINED:
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NE
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GRAPHIC SCALE yz�m
20 0 20 40 80 omliy
-- -•n.IM 460
1 INCH =40FT. - 460_ -__ . __ -._ . ____ _.___ �mlIla
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1 INCH =10 FT. �.
VERTICAL 7� +
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IE IN 443-9i 443.58
IE OUT 413-92 4+346
RECOMMENDED
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FOR APPROVAL
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N N N A A
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21� 62 1
ZONAL
e;wlaes 3/7/08 I
6"
12' MAX.
Y41' 7' MIN.
MORTAR
FILLET
dL
6" MIN.
NE 1/4 SEC. 10 ,TWP. 23 ,RGE. 5 AM.
MANHOLE FRAME AND COVER
SEE DRAWING BR29
�I 6" MIN. (TYP) 20 SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER. ' ROADWAYS IN ASPHALT RESTORE
AND COVER AS REQUIRED BY CLEANOUT G
DRAWING BR36:
SANITARY MANHOLE TYPICAL DETAIL
NTS 6w OR 8° CLEANOUT
NOTES•
NTS
25"
ADJUSTMENT (4" MIN.)
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
".SQUARES SPACED - 3/4"
INDICATED - HT. 1/8"
.CONCRETE
�: CLASS 3000
4" CBE WYE BE ACCOMPLISHED BY MEANS
CONE
2. STEPS ARE TO BE IN PLACEBEFORE MANHOLE SECTIONS
45' BEND D AND PLUG. A WYE AND 45 BEND.
TWO 45'- BENDS SHALL NOT
21"
ARE INSTALLED.
BE ACCEPTABLE.
1. Prior to installation of a sanitary sewer connection,
be from the City of
t /2
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCEDPRECAST
*0F
/ - 4 -3/4•:
CONCRETE
a side wer permit must purchased
Renton Public Works Department
IN.
t, ALL JOINTS SHALL BE GROUTED:
t2 so
a
0
_STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED: (SEALED)
RAISE -1/2"
WIDE BORDER
FIBER JOINT
PACKING �+*
2. Types of pipe and fittings that can be used for sanitary
.sewers shall beapproved. by the Deportment of Public Works.
"�I
WITH HIGH SOLIDS UREi HANE COATING; WASSER
HOUSE
a
a
6- 1/2
CONCRETE RISER BY PIPE INC.,
MC- CONSEAL OR APPROVED EQUAL; COLOR OF
COATING SHALL BE :WHITE.
HOUSE:
OR APPROVED EQUAL.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE -
t0
45'(1 /8) BEND
-
48 -
WITH ASTM C-443.
9•,
�
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
8 -3 4'
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
DIAMETER OF THE LARGEST PIPE.
1-1 /4'� 2" 5/8"
3
9. CONNECTIONS. TO MANHOLE SHALL BE MADE. USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL
l F
".' ;`� __T I,
12" (TYP)
MAX. PIPE SIZE - 21" I.D.
-
04
OQ-
4" BEND AS REQUIRED1 =
4" SEWER PIPE
(TYPICAL)
LADDER -STD. ALUMINUM OR
4. For - inspection of side sewer, call 24 hours
in advance, 277 -5570. Site must be .ready for inspection
- I l "'
-
4
GALVANIZED STEEL
'4" SEWER PIPE, SEE NOTES 2 AND 3.
-
an representative on site When inspector
:.
-
CONCRETE SHELF
4" TEST TEE WITH
8,.
PLUG TO BE SEALED
PRECAST BASE SECTION
REQUIREASURFACE
CLF_ UT WYE. "..
PLUG FACE: UP
,: -. ' IN SAME MANNER AS :.
shall per
Make the connect on at the'.: house. Do not backfill
OR CAST IN SHELF.
CAST IRON RING AND COVLR
NOTES
IN UNIMPROVED AREAS POUR 1' -0' THICK
MAIN SEWER JOINTS.
(TYPICAL)
PROPERTY LINE
the ditch' until approval is given by the inspector.
be the
�I 6" MIN. (TYP) 20 SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER. ' ROADWAYS IN ASPHALT RESTORE
AND COVER AS REQUIRED BY CLEANOUT G
DRAWING BR36:
SANITARY MANHOLE TYPICAL DETAIL
NTS 6w OR 8° CLEANOUT
NTS
ALL 90' TURNS SHALL
4" CBE WYE BE ACCOMPLISHED BY MEANS
45' BEND D AND PLUG. A WYE AND 45 BEND.
TWO 45'- BENDS SHALL NOT
BE ACCEPTABLE.
1. Prior to installation of a sanitary sewer connection,
be from the City of
a side wer permit must purchased
Renton Public Works Department
o
a
0
.a
:0
2. Types of pipe and fittings that can be used for sanitary
.sewers shall beapproved. by the Deportment of Public Works.
HOUSE
a
a
HOUSE
a
HOUSE
as
HOUSE:
Rubber or neoprene gas by specified. by the manufacturer,
shall be used on joints.
3. A minimum grade "of 29 (1/4" per foot) must be
maintained with '4 pipe. In the event q 2% grade
3
cannot be maintain d. The. owner must grant a
ggrade release to the City -and then can install
6', pipe at a grade of 1%.
-
4" BEND AS REQUIRED1 =
4" SEWER PIPE
(TYPICAL)
4. For - inspection of side sewer, call 24 hours
in advance, 277 -5570. Site must be .ready for inspection
-
((NO MORE THAN 45' BEND). 4" SURFACE
EVERY-2ND CHANGE IN CLEANOUi
'4" SEWER PIPE, SEE NOTES 2 AND 3.
-
an representative on site When inspector
-
DIRECTION OR GRADE WILL N 1N1.E
4" TEST TEE WITH
- MINIMUM LINE SIZE FOR OTHER THAN
arrives at appoint d time. :Side sewer and stub
be tested C'ty specd'catons. f
REQUIREASURFACE
CLF_ UT WYE. "..
PLUG FACE: UP
..SINGLE FAMILY iS 6"
shall per
Make the connect on at the'.: house. Do not backfill
:.
4 CLEANOUT
WYE WITH PLUG
(TYPICAL)
PROPERTY LINE
the ditch' until approval is given by the inspector.
be the
- PROPERTY LINE
Final approval ,will grantetl after -ezisti -wy
septc tank has been pumped out and fill ed th sand.
w
L 6' MIN.
0
6 "z 4 ". REDUCER
5. Install sewer ith 2' cover. 18"
0
z
0
?
F
(TYPICAL)
z
F
side minimum
cover is allowed'. at th e house if, outlet is shallow.
m
x
MAIN SEWER LINE x
x
w
x
w
6. If side sewer stub i not available. The '. owner shall
s
w
w
be .responsible for is installation. iiz The side sewer :
shall. be. a.. minimum of 6° in size. If tee is not
AS Bi1ILTS
SEWER PLAN
sew
Adl wst be tapped
tha available; the man
thre All work within..
TYPICAL BUILDING INSTALLATION
.
cost of- addle.
street right—of-way shall be done by alicensed
,
DRAWN BY-. TRN
and. bonded contractor.
-3
'DATE: 8 -3 -06.
z
_
-
4" SOIL PIPE
IF THE BUILDING SEWER SERVES ANY FIXTURE
7. All .work shall be accomplished in accordance
with the Washington Industrial Safety and
a
'o
4" CALDER - COUPLING
z
HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
Health Act (WISHA)
of
0
-I
OR EQUAL TO FIT
o
ELEVATION OF THE: NIXT UPSTREAM'. MANHOLE COVER
g, All trench restoration for 'side ewers in' the public :
right—of—way shall conform to the most current trench
AS BUILT
-,a z
SURFACE CLEANOUT -
o
to
OF THE PUBLIC SEWER SYSTEM, A- BACKFZOW PREVENTION
SHALL BE INSTALLED EQUAL TO TYPER '.2 84.
restoration requirements as shown on dwg. #HR 23:
ry
�.
DATE. 9 -2 06
0
m
4 "x 4"x4" WYE I
DEVICE.
a
m
sewers
9. tiedding building accordance with. drawings BWlBCvor
THESE RECORD: DRAWINGS ARE SUBMITTED FOR REVIEW ON A TRUE COPY
4" PIPING
BR09 as applicable.
OF THE COUNTY APPROVED CONSTRUCTION PLANS SIGNED FOR APPROVAL
4 "x 4 "x 4" TEST TEE
4" CALDER COUPLING
10. There shall be a minimum: l0 foot horizontal seperotion
BY: PROJECT ENGINEER: LUAY JOUDEH DATE: 09 -27 O6
=
° w
FACE UP AND PLUGGED z
Zi.
OR EQUAL TO FIT
w
,z
between sanitary ide sewers and water: s —ices and a
ry
minimum Sfoot ho zontal 'seperotion between sanitary side
rn
4" NIPPLE J
+u SURFACE CLEANOUT
u' "x "x4 "..
sewers and oll other utilities. -
WE HEREBY DECLARE THAT THE ROAD, STORM DRAINAGE, GRADING AND OTHER
0
w s
6' 4" REDUCER m
4 4 'NYE
IMPROVEMENTS ARE LOCA ON THESE'.RECORD DRAWINGS.
i
6" COUPLING To FIT
4" PIPING
BY: PROJECT ENGINEER PATE; �•L!. OG
r
z
END 6" PIPE
REMOVE 2 "x4" STUD AND CAP OR PLUG PLAN
0"
m
ON END OR EXISTING 6" SEWER PIPE. ..
AND INSTALL BUILDING SEWER COUPLINGS, BUILDING G DRAIN
-
REDUCER, TEES, AND BENDS AS REQUIRED. FOR LOW HOUSE
i
PROPERTY
LINE
z
SEE SIDE SEWER DETAIL
6" PIPING ro s —o
RECOMMENDED
��
BEYOND PROPERTY LINE
FOR APPROVAL
z
m a
o
s" SIDE OUTLET TEE c
SEE NOTE 6 SEWER MAIN TYPICAL BUILDING SEWER —SIDE SEWER
,at
- BY
N
(PRQPERTY LINE)TO BUILDING
BY
PLAN
CONNECTION INSTALLATION PLAN
BY
BUILDING SEWER
INSTALLATION NTS
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FOR APPROVAL
OF THE COUNTY APPROVED CONSTRUCTION PLANS SIGNED FOR APPROVAL.
BY
BY: PROJECT ENGINEER: WAY JOUDEH DATE: 09-27-06
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NE 1/4 SEC. 10 ,TWP. 23 ,RGE. 5 W.M.
770 S' C- 900 SEE SHEET CiB: IE ,'OUTi64.ifr464.45, I I
Ex. ssM IE IN 484.62 (67 :{
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RIM 489.80 SEE SHEET C75 SSMH 12 } - -
_ IE IN 456,99_(& W� __.. - _ -- RIM_ ":%�475.23�
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IE OUT }457.00 (S) IE IN --.- 436.03
RECHANNEL MANHOLE IE OUT
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WITH FALL RESTRAIN DEMCE..
HOQUTAM AVENUE NE
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17 +60 16 +80 16 +00 15 +20 14 +40 13 +60 12 +80 12 +00, 11 +20 10 +40
AS BUILTS;
GRAPHIC SCALE.
20 0 zo 40 80
DRAWN BY:' IRN
1 INCH -40
HORIZONTAL FT. geJILT t r DATE: 8 -3 -06
5 0 5 10 20 A a7 S Sl
DATE: 9 -27 -06
-
RECOMMENDED
1 INCH -10 FT :.
VERTICAL THESE RECORD DRAWINGS ARE SUBMITTED. FOR REVIEW'ON A TRUE COPY
FOR APPROVAL
OF THE COUNTY APPROVED CONSTRUCTION PLANS SIGNED FOR APPROVAL.
BY
BY: PROJECT ENGINEER: WAY JOUDEH DATE: 09-27-06
BY
WE HEREBY DECLARE THAT THE ROAD, STORM DRAINAGE, GRADING AND OTHER
IMPROVEMENTS ARE LOCATE ON THESE RECORD DRAWINGS.
BY
BY: PROJECT ENGINEER DATE: �•Ltl•eG
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