HomeMy WebLinkAboutzS-3163SetPORTION OF THE NW 114 OF THE SE 114 OF
MP SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M
CD
CD
cli v m CITY OF REN TON, S TA TE OF WASHINGTON
I' I
S88 -1 4'32"E
357.80' 7488 °14'32 "W
37.78' S
/L 3�
0 55 - - - -
.90' ( ' TOP OF BANK 30' SS EASEMENT I I�-
F° LEI N (TYP) fn
� \� � � � \ �' � REC. #8501 30452
®W 2�s TROT A
/2� (/) L o T 3 S F ^' �` EX 12" DIA DRISCOPIP
V l i-- - - - - �� \ \ C 9 V V F>E) ABOU"' OFWCOVER. TE `W1RE,
T- 2 +49.77 -SS LINE I MIN. BENDING RADIUS IS 35�PMES CONTRACTOR TO P07HOLE I I
SSMH 3 -54 "0 SHALLOW zo 174E DIA�IF,TER. VERT OR HORN. BEFORE 14J2,RUCAON. SEE
C? j S C.O.R. 5 -14 & 5- 202921
W 1 O 14.24' I R1M= 356.00 I xs MIN RAD =35x10 (OD) -350 %12 =1�9' _ I I -{ +62.86
z -� O 1E =350.10 -IN -W A - _
0 ((Q J P•) I 1E- 350.00 - OUT -SE A o °s: \ TOP SS -34�? 45,
zo - O r \ / SD 1E- 343.55 _ - - 3+
Of I I
- ^ EX HOUSE TO REMAIN I
L I FF =354.0 _ _
EX HOUSE _3132 OUTFALL LINE I I I
o -I (1662 S.F.)
_ FF =354.60 T �
SSMH- CO#
1 -8 "0 m 1 +722 +00 151 T(SS) RIM- 295.0 20.71 - - 6" SS STUB, S =2% ,
-15 URLITY E,dSEMENT /E= 289.2 -8' HDPE I
- 3 +17- 15'LT(51S) I 15LF 6" SRVC. N; 5' E`,-, ER SIDE OF I
N \ 6 SS STUB, IS= 9,' I E =346.5 o EIPE CENTERLINE 3 +35 ' OUTFALL Ll \
15LF 6" SRVO. L _ _ _ _ _BSBL / \ SS- COAINEC77ON
tai O 4 ,�', - CAP END MART _ \ 1 /E= 349.60 I - - \ 201LF' 8" ID DRISCOPIPE WITH SADDLE AND TAP E:, 12"
tsi :' ? FOR FU TU E 92 c� ANCHORS AT 30' MAX. SPACING. SEE HDPE SEWER !'!PE \ \
Z W N EXTENSIO \ 3 i INSTALLATION DETAILS` 1E= 288.51 -12 °HDPE
(9 Q N IE= 351.53 8" 8�1r \\ �'
Z ° ° - - -' 4� I 1 +78 -6RT SS
° c S. \ 6" SS STUB, S�2%\
_ 2+30.25 -15 <SSS) �V ��Q ° \ \�
6 -LF 6" SRVC.
Z 6" SS STUQ I 1E= 346.00 ` \
15LF 6" S 1/C \ \ �\ \
O y o 1E =360. \ \ \ ' A 1 \
FF=353.20
h / EX HOUSE
i 373.0
y
F365.0
3 o
o € z�
t" `LLa
Y�NI
\ O 1 ,,o r
ro°N �\ - - - h� - - �- - t - - �
�1q.61- 31.89 "LT PVT RD..
o 1
1 +33 u+ ' - 1'' \ 1
1 +33 -22' LT OUTFALL
DRAINFILED O -
- - v z
�I S
SSMH #1 -48 "
#9108269012, -
_ .
1E= 34'8.63 - OUT -NE
O \
\\ o w` 3
W /MANHOLE CONNECTIONS
06 l
Or 4 �
� j
PER DETAILS THIS SHT & 9
l
I
R I O
N= 5243 39
I R
32.00'
I \ N
E= 5016.'50
93.65' N8 .'09'40 "W PT 2 +2 -
-"
I 3
35 \
\
TOP OF BANK
TYP
EX ACCESS & UTILITIES I
O
II
9205131423
08269012 & R. O. S. I I o I @
O 360 I R= 360.00
EX SS H (DROP MH) I Tan 26.035
RIM EL = 372.06' 10' Delta= 0822'19"
INV EL = 367.06 8" CONC IN
N E 7th P L CV EL = 361.66' 8" TO FIELD OUT � I "
CEVERIFY
CONTRACTOR 77NG MANHOLE 00 3'I 13,1 i Loj
INVERT ELEVATIONS. ` O
EP - - _ N EX SSMH
6 +00 PER W1 Y s N 5037.881 3 +00 -9Rr NE 17TH PL.
NO. -S -113'
3 PLAT) E 5166.027 EX SSMH -48" //8 DROP MH
z MEAS) 5 +00 - - �� STA 6 +33.20 SS LINE
o
0 /` I RIM EL= 360.57
N 5075.088 IE= 353.77 87CONC IN,NW, EX
E 5053244�OG IE= 344.57 8 "CONC OUT SE, EX.
IE= 346.96 8" IIN NEW NW
DROP CONNEC /�t1N
- -- \ NNEL H
RE-
v R�35.00 \ \
a Ton = 113.66
Delto= 3728'55 "'\
6 � \
ol 1 0 f K
I Lm ' .: 's
Rm
OW
MOLDED STUB END-- I I ----WALL
DRISCO PIPE HOPE SPOOL OR
METAL SPOOL GROOVED INTO WALL
METAL FLANGE BOLTED TO -f
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION
NTS
48' MANHOLE
A MOLDED
4"
DRISCOPIPE 45'
I _.
PLACE 1 C.Y. CONCRETE J BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
MAX. 18° OVEREXCAVATION
ON ANCHOR SIDE
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1"
is--1316301
SLIP ON
METAL FLANGE ,( /
AAX. 18" OVEREXCAVATION
)N ANCHOR SIDE
PLAN VIEW
1
J
W
z
U
NOTE:
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH
NTS
RECOMMENDED
FOR APPROVAL
o��oRWA BYf ATE
I
BY DATE 7&/&
6470 �� BY DATE
SSIONAL BY D A T E
EXPIRES 6/22/05
BY DATE
I I . SCANNED OCT 0 8
0 v
1 71915SIT.DWG I
6 +00 PER W1 Y s N 5037.881 3 +00 -9Rr NE 17TH PL.
NO. -S -113'
3 PLAT) E 5166.027 EX SSMH -48" //8 DROP MH
z MEAS) 5 +00 - - �� STA 6 +33.20 SS LINE
o
0 /` I RIM EL= 360.57
N 5075.088 IE= 353.77 87CONC IN,NW, EX
E 5053244�OG IE= 344.57 8 "CONC OUT SE, EX.
IE= 346.96 8" IIN NEW NW
DROP CONNEC /�t1N
- -- \ NNEL H
RE-
v R�35.00 \ \
a Ton = 113.66
Delto= 3728'55 "'\
6 � \
ol 1 0 f K
I Lm ' .: 's
Rm
OW
MOLDED STUB END-- I I ----WALL
DRISCO PIPE HOPE SPOOL OR
METAL SPOOL GROOVED INTO WALL
METAL FLANGE BOLTED TO -f
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION
NTS
48' MANHOLE
A MOLDED
4"
DRISCOPIPE 45'
I _.
PLACE 1 C.Y. CONCRETE J BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
MAX. 18° OVEREXCAVATION
ON ANCHOR SIDE
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1"
is--1316301
SLIP ON
METAL FLANGE ,( /
AAX. 18" OVEREXCAVATION
)N ANCHOR SIDE
PLAN VIEW
1
J
W
z
U
NOTE:
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH
NTS
RECOMMENDED
FOR APPROVAL
o��oRWA BYf ATE
I
BY DATE 7&/&
6470 �� BY DATE
SSIONAL BY D A T E
EXPIRES 6/22/05
BY DATE
I I . SCANNED OCT 0 8
0 v
1 71915SIT.DWG I
ol 1 0 f K
I Lm ' .: 's
Rm
OW
MOLDED STUB END-- I I ----WALL
DRISCO PIPE HOPE SPOOL OR
METAL SPOOL GROOVED INTO WALL
METAL FLANGE BOLTED TO -f
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION
NTS
48' MANHOLE
A MOLDED
4"
DRISCOPIPE 45'
I _.
PLACE 1 C.Y. CONCRETE J BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
MAX. 18° OVEREXCAVATION
ON ANCHOR SIDE
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1"
is--1316301
SLIP ON
METAL FLANGE ,( /
AAX. 18" OVEREXCAVATION
)N ANCHOR SIDE
PLAN VIEW
1
J
W
z
U
NOTE:
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH
NTS
RECOMMENDED
FOR APPROVAL
o��oRWA BYf ATE
I
BY DATE 7&/&
6470 �� BY DATE
SSIONAL BY D A T E
EXPIRES 6/22/05
BY DATE
I I . SCANNED OCT 0 8
0 v
1 71915SIT.DWG I
I I . SCANNED OCT 0 8
0 v
1 71915SIT.DWG I
0
o
V)
N
LLJ
CD
LA_l
Q J_
J LL.
1L
O�9:
2 W
W
V ~
O z
rL +� M ?
W 3 ry
W` §j Y
2jrrww 4
Z vJ
aj
dt N
PR(
0
H 2
N
O
� R
m�
PORTION OF THE NW 114 OF THE SE 114 OF
SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M
CITY OF REN TON, S TA TE OF WASHINGTON
360
\ FINISHED GRADE
\ FIRE TURN — AROUND
v
(o
d
Ln
vj
"i
of
<f
cRj
360
-
PROPOSED PRIVATE ROAD FINISHED GRADE
EX GROUND AT SEWER
CAP END & INSTALL
TEMP CLEAN -OUT
\.
CENTERLINE
- -"
350
_
\
\ MAINTAIN 1' M!N CLEARANCE OR INSTALL
TOP= 358.50
-
- - — " - - - - - - - - - - - - - - -
' - - - _ _ _
6" OF ETHAFOAM PR07EC71ON REQUIRED.
IE= 351.53 -8"
_
- - - -_
EXlSANG GROUND
88LF 8'p VC S_
-1 449,
1 +16.61 -31.89 LT PVT RD.
� \
-,
1 +33 -22' LT OUTFACE
V
20LF 8 "PVC S =7.149
1 +16.61 - 31.89 "LT PVT RD.
SSMH #1 -48 0
2 +49.77 -SS LINE
1 +33 -22' LT OUTFACE 340 - -
- -- RIM= 356.50
_
SS 1E= 341.60
SSMH #2 -54" SHALLOW
SSMH' 1 48 "0
# -
1E= 3¢8.73 -IN -NW
\
2 +30.25- 15'RT(SS)
SEE PROFI
RIM= 356.00 CONnNUA7/ON THIS SHEET
1E= 350:10 -1N -W
RlM- 356.50:
1E= 348.63 -C!lT NE
W /MANHOLE CONNECTIONS
6" SS STUB
7E= 348.73 =IN �NW
15LF 6" SRVC
IE= 350.00 -OUT
1E= 348.63 - OUT -NE
PER DETAILS T141S SHT & 9
1E =360.0 SCALE
SCALE SCALE
1 "=20' HORZ
"=20'
W /MANHOLE' CONNECAONS
MIN. BENDING RADIUS IS 35 AMES
H 1 " =20'
H 1
1 " =5' VERT
PER DETAILS THIS SHT & 9
THE DIAMETER. VERT OR HORIZ.
V 1 " =5'
V 1 "=5'
MIN RAD =35x10 (G0)= 350%12 =29'
v
(o
d
Ln
vj
"i
of
<f
cRj
r�
'g
0 oq
c i
�rr c� � E
a
a
a
w
__tT
a
0
m
z
O
_ w
I
2 Of
U
2 +00
3 +00
DRISCOPIPE ARC DETAIL CLEAN our
NTS
8" STRAPPING SADDLE
AND CONNECTION TEE
EX 12" SEWER PIPE
FINISH GRADE WITH GROUND COVER
4 LF 12" N -12 ADS SLEEVE
FINAL BACKFILL CLAMPED SECURELY BUT
ALLOWING DRISCOPOPIPE
TO SLID FREELY
6 "t NATIVE SOIL
z
\ 3"
PROCTOR 90 COMPACTED 8" ID DRISCOPIPE
SOIL ENVELOPE
\ BEDDING
FOUNDATION
* IN SUITABLE SOILS, THE CONSTRUCTION OF
A BEDDING AND /OR FOUNDATION MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
NTS
4 +00
SAI l TAR Y SEWER
1" MIN. DIAM. STEEL
ROD (STRAP) CLAMPED
SECURELY TO 12" SLEEVE
3" ID DRISCOPIPE IN 12" SLEEVE
2'
SECTION Y -)
Y�
CONCRETE FOOTING
EXCAVATED INTO
NATIVE SOIL
DRISCOPIPE ANCHORS
NTS
mamma
VER77CAL OR HORIZONTAL
330
320 - - -
16 :14) :2
\
310
201LF 8" ID DRISCOPIPE WITH
ANCHORS AT 30' MAX. SPACING. SEE
INSTALLA -77ON- DETAILS -
SA NI TA Q Y Qr VU` 14 8" ID DRISCOPIPE 1000
SDR 26 PIPE. MAINTAIN 1 ' MIN
COVER FOR PIPE PR07FC77ON. USE
300 HAND- EXCA- VA77ON FOR TRENCHING. 300
SEE TEMPORARY EROSION PLANS
FOR COVER PROTEC71OiM
V
290
DATUM ELEV
285.00
K
3 +32- OUTFAALL LINE iV
SSMH- C0#1 -8 "0
RIM =295.0
IE= 289.20 -8" HDPE
3 +35- OU7FALL LINE
SS- CONNEC 77ON
SADDLE AND TAP EX 12"
HOPE SEWER PIPE
is —moo Knl 1711E IOC
360
350
340
330
320
310
c
290
h
W
N
O
vj
"i
of
<f
cRj
r�
1 +00
-� ,
2 +00
OJ�oRH.
WASH
Fe
y ,N
s47Q
G1
SIGNAL
EXPIRES 6/22,05
3 +00
RECOMMENDED
FOR APPROVAL
BY ��1a7>��DATE
BY DATE s' of
BY DATE
BY DATE
1 71915SIT.DWG
BY DATE ( I lslElw
SCANNED OCT 0 8 2
M 1%Z
M
1
a c
No
U �
U
0
o
0
N � �
V �
W
PORT /ON OF THE N W 1 OF
SECT /ON 4., TOWNSHIP 23 NORTH,
CITY OF RENTON., STATE OF
THE SE 1 OF
RANGE 5 EAST
.9 W M
WASHINGTON
Z
O
z,
S8814'32 "E
35 7.80 N88'14'32 "W
372'
s I �
.IJ TRACT A
--j
a- a _ N GP \
" 55.90'
Q I , (� TOP OF BANE 30 SS EASEMENT LAJ ` (�) REC. #8501030452 �
O `
0
ss ch -15
LT s6 F Ex:. 12" aA a�rsco�,i
O I g� SEWER MAIN W/t.00A TE *IRE, I
�" ABOUT\4' OF COVER.
r 2 +49 7T SS LINE + I AIM /N. BENDING RADIUS IS 35. 77MES CONTRACTOR TO POTHOLE �
Q M z I AFORE C NSMUCTION. I
' SSMH -54 /SHALLOW o � A�IEIER VERT OR HOR1P. SSE
L=-� 14.24' ° I s M C.O.R. S -143 et S-- 202921 (�
O I RIM= 3%00 356.34 s? AEI /N RAD =35x 10 (010)= 350 %12 =29
z wI _ I
O , IE= J60 10 350.39' -IN- W �o _ _ - �..� --1 +x2.86
Q J I I
1E-"4S9.-90- 350.29 - OUT -SE I ° TOP SS =34,? 45
s
o I • �. <^ SD /E= 343.58
z r•. EX HOUSE TO REMAIN sr.
w FF =354.0 - _ - 1
cr EX HOUSE l'
-1 1662 S.F. m , v'``"'�_ .f .3+-32 CU MALL TFALL LINE
1 I
( ) v, FF= 354.60 s _ _ I
,. SSMH CO3�1- 8 d
�1 +72 -151 T(SS) ` - '""�'' RIM =295.0
2+00 20.71 ' ---� I _ J
6" SS S7U8 S2X 75'r d nUTY EA ENT .
'= 20V 8 "PVC S= -i#!� 7. ggx ` 3+ 17 -15'L T�'S�S) °' - ' r 5. Q, - 1E =289.2 -8 HDPE
v ( 6 SS STUB, � x I 15Cf 6 S�RVC � � � , OF �.
IE= 346 - 5.346.0 o v� APE G�7VTERLINE, 3 +35- OUTFALL Ll
15LF 6 SRVt? � _ - �''� ,� N� `9• SS- COWECllON
� lE= 349.55 � - _- _ BSBL _ . � _ � � r �\
•c h - CAP END & MA K 1 all 1 f' l
W FOiR �TUR 9 � 20 L ,8 D DRISCOIP /PE Wl TH SADDLE AND TAPE 12
cr I , � � ,
Z ANCHORS A T 30 MAX. SPAG7NG. S&E HDPE SEWER PIPE \
EXTENSIOw _ INSTALLA7101V DETAILS. 1E= 288.51- 12 "HDPE \
351. 3 -8' 8 4 J f
t4i LL
l
2 +30.25- 15SS) (Q 6 SS STUB, S�2X' \
& ss siv, St �� `� f 6 -LF 6 SRV
15LF 6" 7w. ht 1E= =346.00
� I \
v IE=360�
FF =
353 20
H I EX HOUSE
373.0 J
365.0
r- = I o
C0,
1
n
w
W
Q
0
1 00 _ ono ,�� �� 1 +16.61-31.89""L T PVT RD.
`'' 1 +3
+ - .- 22' L T 01/ MALL
DRAINFILED O -- --. �` cn � I SSMC► '1 -48 "/
EA SEMEN T �---
REC _ _ .� s _ �� RIM- 358.50'
-- _ 3,8 3
#9108269012
v 35 o ioX �\ I 1E =34. 63- OUT -NE
W AOHOILE CANNEC710OVS
Od
25 4 I PER DETAILS THIS SHT do 9
_.._.., cp ! 32.00 R' �, N-524,3 39
F� I
6.5 E=5016.'50
` �� \ 134.39' S88'.
93.65 ' N88 009'4 0 "W 09 4 0
= 2 +1 . ;
I �
I,
3
TOP OF BANK
EX ACCESS & UTILITIES I
EA SEMEN T REC NOS. O i
9205131423 & R. 0. S. + (Q
9108269012 , i I
Q)
O ► ` `' R=360.00
EX SS H (D O R P MH ) ' + O L=52.60
Z Ton =26.35
RIM EL = 372.06 0' 10' 100, Delta =08 *2219"
WV EL = 367.06, 8" CONC IN 0
NE 17th IN V EL = 361.66 8 CONC. OUT I
CONTRACTOR TO FIELD
t
C
E-
VERIFY EXIS T1NG AIANHOLE p0 t 3
� INVERT ELEVA TIOIVS O
o
th
W
v
2
Ep -- N EX SSMH 9 d I
'PLA T ` ----�' - - _ - -- - N0. - S- 11,3`" Lh
________ � ~- __ N 66.027
'MEAS )
- N 5075 068 _--
--- - -- - E 5053.244
N 5062.x+800 X /0`
' E 5110.5236 ��-
5.00
Tan=113.66�
DM10 =3 '55�
x
0
ROLL 2.0�
3 +00- 9'RT -NE 177H PL.
EX SSMH - 48" 18 DROP MH
STA 6 +33.20 SS LINE
RIM EL= 360.57
IE= 353 77 8 "CONC /N, NW, EX.
IE= 344.57 81CONC OUT SE, EX.
IE= 346.96 8" IN EW NW
DROP CONNEC
RE- CHANNEL H
In \
Is
7' =20'
"AS -BUILr NOTE: 1 zxnw a rl
"AS- BUILT" IS BASED ON A ACTUAL nEL0 SURVEY
BY TOUMA ENGINEERS AND /NFORMA now SUPPLIED
BY CONTRACTOR
FR 211
WAS
�947U
'(*AL
e�IFm 6 22,06
A
00neo srue a+o�
i �••• ••
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION,
ws
PLACE 1 C.Y. CONCRETE-
BLOCKING AT DRISCOPIPE
EXIT BETWEEN
GROUND AND CATCH BASIN
MAW. 400 f&WTW-,,,...,.,,%.,
ON ANCHOR
• M •
• a � �
MAX 180 UVEREXCAVATION
ON ANCHOR SIDE
PLAN VIEW
A
1
ff:
WHOLE BASE SECTION SHALL
PROVIDED WITH CLASS V
1NFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH__,
NTS
5.3/&3o0
RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
a
a
Q
w
W
Q
0
1 00 _ ono ,�� �� 1 +16.61-31.89""L T PVT RD.
`'' 1 +3
+ - .- 22' L T 01/ MALL
DRAINFILED O -- --. �` cn � I SSMC► '1 -48 "/
EA SEMEN T �---
REC _ _ .� s _ �� RIM- 358.50'
-- _ 3,8 3
#9108269012
v 35 o ioX �\ I 1E =34. 63- OUT -NE
W AOHOILE CANNEC710OVS
Od
25 4 I PER DETAILS THIS SHT do 9
_.._.., cp ! 32.00 R' �, N-524,3 39
F� I
6.5 E=5016.'50
` �� \ 134.39' S88'.
93.65 ' N88 009'4 0 "W 09 4 0
= 2 +1 . ;
I �
I,
3
TOP OF BANK
EX ACCESS & UTILITIES I
EA SEMEN T REC NOS. O i
9205131423 & R. 0. S. + (Q
9108269012 , i I
Q)
O ► ` `' R=360.00
EX SS H (D O R P MH ) ' + O L=52.60
Z Ton =26.35
RIM EL = 372.06 0' 10' 100, Delta =08 *2219"
WV EL = 367.06, 8" CONC IN 0
NE 17th IN V EL = 361.66 8 CONC. OUT I
CONTRACTOR TO FIELD
t
C
E-
VERIFY EXIS T1NG AIANHOLE p0 t 3
� INVERT ELEVA TIOIVS O
o
th
W
v
2
Ep -- N EX SSMH 9 d I
'PLA T ` ----�' - - _ - -- - N0. - S- 11,3`" Lh
________ � ~- __ N 66.027
'MEAS )
- N 5075 068 _--
--- - -- - E 5053.244
N 5062.x+800 X /0`
' E 5110.5236 ��-
5.00
Tan=113.66�
DM10 =3 '55�
x
0
ROLL 2.0�
3 +00- 9'RT -NE 177H PL.
EX SSMH - 48" 18 DROP MH
STA 6 +33.20 SS LINE
RIM EL= 360.57
IE= 353 77 8 "CONC /N, NW, EX.
IE= 344.57 81CONC OUT SE, EX.
IE= 346.96 8" IN EW NW
DROP CONNEC
RE- CHANNEL H
In \
Is
7' =20'
"AS -BUILr NOTE: 1 zxnw a rl
"AS- BUILT" IS BASED ON A ACTUAL nEL0 SURVEY
BY TOUMA ENGINEERS AND /NFORMA now SUPPLIED
BY CONTRACTOR
FR 211
WAS
�947U
'(*AL
e�IFm 6 22,06
A
00neo srue a+o�
i �••• ••
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION,
ws
PLACE 1 C.Y. CONCRETE-
BLOCKING AT DRISCOPIPE
EXIT BETWEEN
GROUND AND CATCH BASIN
MAW. 400 f&WTW-,,,...,.,,%.,
ON ANCHOR
• M •
• a � �
MAX 180 UVEREXCAVATION
ON ANCHOR SIDE
PLAN VIEW
A
1
ff:
WHOLE BASE SECTION SHALL
PROVIDED WITH CLASS V
1NFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH__,
NTS
5.3/&3o0
RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
71915SIT. DWG
S EJW EIF
4
M
M
1 f
c
No r,
r
3
o
ui
N
W � cy)
D �
Z
O
Z
N
n
/ON OF THE N W 1
1 OF T
THE SE 1 OF
Q
�
NORTH, R
RANGE 5 EAST, W.M
,..!
LA.
O
�
cr
Q.
f--
ct
Q
0
LLJ
Z
W
a
>-
0
Ld
cr.
az
�
z
0
W
o�:
0
U
tin
y
h
�
g
Z
1
�4
A
O
A
'
N
N
n
}
m
z
v
o
Z
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
a
Q
w
a
0
}
m
z
v
o
Z
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