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JEMP CLEAN -�IIT�
TAp= 358.50
I£= 35f.33 351.83 -8
2OLF 8 "PVC S--4.44* 799X
360
EX GROUND A T SEWER
CEN TERL/NEE
�_ - - `- -- -- - - - - -
2 +30.25- 15'R7(SS)
6' SS STUB
15LF 6" 9?VC
1E =360.0 SCALE
H 1 " =20'
V1 =5'
8&F 8'1 S =1.442 1.77X
PORT /
/ON OF THE N W 1
1 OF T
THE SE 1 OF
SECTION 4
4 .9 TOWNSHIP 23 N
NORTH, R
RANGE 5 EAST, W.M
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CAP E1W0 & INSTA
JEMP CLEAN -�IIT�
TAp= 358.50
I£= 35f.33 351.83 -8
2OLF 8 "PVC S--4.44* 799X
360
EX GROUND A T SEWER
CEN TERL/NEE
�_ - - `- -- -- - - - - -
2 +30.25- 15'R7(SS)
6' SS STUB
15LF 6" 9?VC
1E =360.0 SCALE
H 1 " =20'
V1 =5'
8&F 8'1 S =1.442 1.77X
PORT /
/ON OF THE N W 1
1 OF T
THE SE 1 OF
SECTION 4
4 .9 TOWNSHIP 23 N
NORTH, R
RANGE 5 EAST, W.M
t'j
360
F1V 9fV GRADE
FFW>AVN —ARaUAV
PROPOSED PRI VA TE' ROAD FINISHED GRADE
350 -
1 +16.61 - 31.89 "LT PVT RD.
2 +49.77 -SS LINE 1 +33 -22' L T OUTFALL
SWH - 4 0 SHALLOW
SEE' -4810
RIM= RIM = 3,56.34' CONMVA 77 N 7NS S REFr RIM— 358.50'
1E = 3W la 350.39 —IN —W /E =348 73 —NV —NW
1E=Jfi0 -00- 350.29— OUT —SE /E= 348.63— OUT —NE
SCALE SCALE W/XIANHOLE CONNECTIONS
1' =20' HARZ H 1=20' PER DETAILS THIS SHT & 9
1' =5' VERT V 1' =5'
2 +00
PR(
V �
PROCTOR 90 COMPACTED
SOIL ENVELOPE
3 +00
DRISCOPIPE NARC DETAIL Caabµ
s• S=ECTKM)N ING oo�E
AND " f
EX 12m SEWER PIPE/
FINISH GRADE WITH GROUND COVER
�- FINAL BACKFILL
NATIVE SOIL
-T 3'
B' q DRISCOPIPE
BEDDING
FOUNDATION
* MI SUITABLE SOILS, ME CONSTRl1Cf10N Of
A BEDDING AND/OR FOUND/1710N MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
SANITARY SEWER
1' MIN. DIAM. STEEL
ROD (STRAP) CLAMPED
SECURELY TO 12' SLEEVE
3' ID DRISCOPIPE IN 12" SLEEVE
SECTION Y -Y
4 LF 12' N -12 ADS -
CLAMPED SECURELY BUT
TO
ALLOWING SLIDE FREELY
PE �
8'
Ip� fCppl
F'E
CONCRETE FOOTING
EXCAVATED INTO
NATIVE SOIL
DRISCOPIPE ANCHORS
NTS
3/4P3105
ROLL 2Oa
340
320
310
R imp
290
DA TUM ELE'V
,285.00
v
MAINTAIN 1' MIN GYEARANCE OR INSTALL
6 OtF' ETHAFOAM PR07EC71ON REQUIRED
ExISnNG GQO(W
1 +33 -22' L T OU TFALL
SSMHI1 -48'O
RIM- 358.50' IE =341.60
IE =348.73 -IN -NW
IE= 348.63— OUT —NE
WI)WANHOiLE COINNECIIGIVS
PER DETAILS THIS SHT do 9
MIN BENDING RADIUS IS 35 71MES ,
THE DIAMETER W R T OR HORIZ
MIN RAD =35X 10'(00)-350'112 -29'
VERTICAL OR HORIZONTAL
SANITARY SEWER
201 LF 8' ID DRISCGIPIPE WITH
ANCHORS AT 30' MAX. SPACING. SEE
INSTALLA 7100V DETA/rS
8" l0 DR /SCOIPYPE 1000
SOR 26 PIPE. MAINTAIN 1' MIN
COVER FOR PIPE PRO TECnak USE
HAND EXCA VA 110N FW TRENCHING.
SEE 7EMP0RARY EROSION PLANS
FOR COVER PR07EC7700V
3 +32- OU7FALL LINE ~'
11
L V J
SSNH- C011 -8'M
RIM =295.0
1E= 289.20 -8" HOPE
3 +35- OU TFALL LINE
SS- CONNEC 7100V
SADDLE AND TAP EX 12'
HOPE SEWER PIPE
i-- n n n cn -k n � r►��
- • i - I
00 N O 'o
_J
OAS- BULL. i NOTE: �ta�n ., - zz,'o'�
'AS —BUIL r IS BASED ON A ACTUAL naD SURVEY
BY r"A ENGINEERS AND II ORMA 71O1N SUPPLIED
BY CO►N IRAC TOIR.
FR 212
2+00 3+00
RECOMMENDED
FOR APPROVAL
11 oil. "
� BY DATE
�,s� G� r
z BY DATE
X470 BY DATE
�1 %
�'���►At. �'� B Y T
DA E
PIRE9 0, 22- 05
• r
330
320
310
9 .p
71915SIT. DrMG
SEA
i�S S- 3te.3JS
f
h
t'j
2 +00
PR(
V �
PROCTOR 90 COMPACTED
SOIL ENVELOPE
3 +00
DRISCOPIPE NARC DETAIL Caabµ
s• S=ECTKM)N ING oo�E
AND " f
EX 12m SEWER PIPE/
FINISH GRADE WITH GROUND COVER
�- FINAL BACKFILL
NATIVE SOIL
-T 3'
B' q DRISCOPIPE
BEDDING
FOUNDATION
* MI SUITABLE SOILS, ME CONSTRl1Cf10N Of
A BEDDING AND/OR FOUND/1710N MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
SANITARY SEWER
1' MIN. DIAM. STEEL
ROD (STRAP) CLAMPED
SECURELY TO 12' SLEEVE
3' ID DRISCOPIPE IN 12" SLEEVE
SECTION Y -Y
4 LF 12' N -12 ADS -
CLAMPED SECURELY BUT
TO
ALLOWING SLIDE FREELY
PE �
8'
Ip� fCppl
F'E
CONCRETE FOOTING
EXCAVATED INTO
NATIVE SOIL
DRISCOPIPE ANCHORS
NTS
3/4P3105
ROLL 2Oa
340
320
310
R imp
290
DA TUM ELE'V
,285.00
v
MAINTAIN 1' MIN GYEARANCE OR INSTALL
6 OtF' ETHAFOAM PR07EC71ON REQUIRED
ExISnNG GQO(W
1 +33 -22' L T OU TFALL
SSMHI1 -48'O
RIM- 358.50' IE =341.60
IE =348.73 -IN -NW
IE= 348.63— OUT —NE
WI)WANHOiLE COINNECIIGIVS
PER DETAILS THIS SHT do 9
MIN BENDING RADIUS IS 35 71MES ,
THE DIAMETER W R T OR HORIZ
MIN RAD =35X 10'(00)-350'112 -29'
VERTICAL OR HORIZONTAL
SANITARY SEWER
201 LF 8' ID DRISCGIPIPE WITH
ANCHORS AT 30' MAX. SPACING. SEE
INSTALLA 7100V DETA/rS
8" l0 DR /SCOIPYPE 1000
SOR 26 PIPE. MAINTAIN 1' MIN
COVER FOR PIPE PRO TECnak USE
HAND EXCA VA 110N FW TRENCHING.
SEE 7EMP0RARY EROSION PLANS
FOR COVER PR07EC7700V
3 +32- OU7FALL LINE ~'
11
L V J
SSNH- C011 -8'M
RIM =295.0
1E= 289.20 -8" HOPE
3 +35- OU TFALL LINE
SS- CONNEC 7100V
SADDLE AND TAP EX 12'
HOPE SEWER PIPE
i-- n n n cn -k n � r►��
- • i - I
00 N O 'o
_J
OAS- BULL. i NOTE: �ta�n ., - zz,'o'�
'AS —BUIL r IS BASED ON A ACTUAL naD SURVEY
BY r"A ENGINEERS AND II ORMA 71O1N SUPPLIED
BY CO►N IRAC TOIR.
FR 212
2+00 3+00
RECOMMENDED
FOR APPROVAL
11 oil. "
� BY DATE
�,s� G� r
z BY DATE
X470 BY DATE
�1 %
�'���►At. �'� B Y T
DA E
PIRE9 0, 22- 05
• r
330
320
310
9 .p
71915SIT. DrMG
SEA
i�S S- 3te.3JS
OAS- BULL. i NOTE: �ta�n ., - zz,'o'�
'AS —BUIL r IS BASED ON A ACTUAL naD SURVEY
BY r"A ENGINEERS AND II ORMA 71O1N SUPPLIED
BY CO►N IRAC TOIR.
FR 212
2+00 3+00
RECOMMENDED
FOR APPROVAL
11 oil. "
� BY DATE
�,s� G� r
z BY DATE
X470 BY DATE
�1 %
�'���►At. �'� B Y T
DA E
PIRE9 0, 22- 05
• r
330
320
310
9 .p
71915SIT. DrMG
SEA
i�S S- 3te.3JS