HomeMy WebLinkAboutzS-3109SetIN.
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1
�ssIONAL
EXPIRES 09/09/04
STAMP NOT VALID I
UNLESS S TAMPED AND DA TED
" z wvwp •�� -,���� ws�r •s7 -�i o�
4
J '
SEC. 11, THR. 23 N. RGE. 5 E., W M.
f
i
r. ..\r. ••,• • ten• rw..r.s +..
• I\ +yam is
► r • r . A t
I
. -
I •1 t� !
r 1 MIN. FF. EL. =132.00
32 °F i
1 SW .H 2 54 "o
STA: 2 +35.88, S. DO' L T
RIM 732.9f
' " "� �'• t 6" IE 127.20 (IN)
• i. is ~ • • • 1 �
8" !E 127.10 (OUT)
8. �'r • bra i , •+!
38 -D
! e PAI o
..
6 !E 127.70 0
Q)
EX. HOUSE R
FF HOUSE_ 139.03 ( c�
\ i / Ha ! FF BSMT — 131.02 --,
8 °F
1 FIELD L OCA TED / y ssco
/ 6 "sp TOP
! ! / 6" IE 128.6,8'^
! ! / 6 f
MIN. FF. EL. = 134.00 ,
1 rk "CH /
34" C
/ / \ do d►
EX. -IGRA
ND
12" CONC INV EL. = 131.4'
30' 12 CONC INV EL. = 134. 1
12" CONC INV EL. = 136.4' . • •
�7'
f EX. CQNC• . y
REG' MMENDED FOR APPROVAL f' ' ` DR ,... . A
BY DATE:
12" CONC INV EL. = 139.7'
�% ,-
BY DA TE:
BY DATE:
r
r♦ r ♦♦ r, r r I•+
►t 1 I f f M •�
BY DA T.-
•r
t. .
r +�
R
• F 9)
0 • •
r•
EX. SSMH
TOP EL. = 160.17
12" IN V. N. & E.
INV. EL. - 148.01 '
i
0 -•�-' - Ex SSMH
$ TOW EL — 124-73'
f 12' INV. N. & S
IN V• EL_ = 116.50'
M
�Jo QQ
Z GRAPHIC SCALE
ill
- � 20 0 10 20
s E
2c
��Q= v
Q Z
S TA: 1 + 00 (PRI VA TE A CCESS)
I
I Ck&%I, IU
S TA: 1+ 04.14, 5.00' L T
SET OVER EX. 8" MAIN
j RIM 133.6.+
t (MA TCH EXISTING)
8" IE 126.24 (IN)
8'" IE 126.14 (OU T)
X. WMH
TOP (RIM) EL. = 136.10'
i 18" N. & S
TOP MAIN EL. = 130.43'
TOP VALVE EL. = 132.29'
BOTTOM STCR. EL. = 128.28'
t Q�l
t EX. SSMH
TOP EL. = 136.99'
+
12" INV. N. & S.
t IN V. EL. = 128.94'
SA WCU T L�l vE
(TYP.)
' I �
}
EX, CB TYPE I
TOP EL. = 140.12'
18" ADS S INV. EL. = 135.62
J t 18 ADS N. INV. EL. = 135.44
+i BOTTOM STCR. EL. = 134.48'
i
— STA: 10 +28
1 -8 "x6" TAPPING TEE (MJ)
7 -6" TAPPING VALVE FLxMJ)
03m4 22LF — 6" D.I. CL52
7 -5" MVO FH ASSEMBLY
W/ CONC. BLOCKING
R. 0. W. (LINCOLN PL. NE)
t
—� --EX. CB
I TOP EL. = 155.07'
18" ADS N. INV. EL. = 151.73'
18" ADS S INV. EL. = 151.88'
18" ADS SE INV. EL. = 151.74'
BO T TOM S TCR. EL. = 150.66'
CB -204 TYPE 11
TOP EL. = 160.08'
I 18" ADS E. IN V. F_ L. = 152.13'
• 18" ADS NW INV. EL. - 152.13'
BO T TOM S TCR. EL. — 150.08'
. -- -- SS
:•- SD
4 Ex. CB TYPE I
I TOP EL. = 161, 00'
18" ADS E. INV. EL. = 156.91'
BOTTOM STCR. EL. = 156.35'
I =_ EX EX. CB TYPE I
�s TOP EL. = 166.75'
18 ADS S. INV. EL. = 162.2,3'
,I 18" ADS N. INV. EL. = 162.13'
BOTTOM STCR. EL. = 160.73'
i
Cw -i /e�>
• Cr •
o
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swicAmol
smser 8 of 10
SC NNEO NOV a 7 M Vtr
.y
I
o
0-
Q
H
Z
2 2
w Z
0
v cn
all
Nk
AD
�32
1
�ssIONAL
EXPIRES 09/09/04
STAMP NOT VALID I
UNLESS S TAMPED AND DA TED
" z wvwp •�� -,���� ws�r •s7 -�i o�
4
J '
SEC. 11, THR. 23 N. RGE. 5 E., W M.
f
i
r. ..\r. ••,• • ten• rw..r.s +..
• I\ +yam is
► r • r . A t
I
. -
I •1 t� !
r 1 MIN. FF. EL. =132.00
32 °F i
1 SW .H 2 54 "o
STA: 2 +35.88, S. DO' L T
RIM 732.9f
' " "� �'• t 6" IE 127.20 (IN)
• i. is ~ • • • 1 �
8" !E 127.10 (OUT)
8. �'r • bra i , •+!
38 -D
! e PAI o
..
6 !E 127.70 0
Q)
EX. HOUSE R
FF HOUSE_ 139.03 ( c�
\ i / Ha ! FF BSMT — 131.02 --,
8 °F
1 FIELD L OCA TED / y ssco
/ 6 "sp TOP
! ! / 6" IE 128.6,8'^
! ! / 6 f
MIN. FF. EL. = 134.00 ,
1 rk "CH /
34" C
/ / \ do d►
EX. -IGRA
ND
12" CONC INV EL. = 131.4'
30' 12 CONC INV EL. = 134. 1
12" CONC INV EL. = 136.4' . • •
�7'
f EX. CQNC• . y
REG' MMENDED FOR APPROVAL f' ' ` DR ,... . A
BY DATE:
12" CONC INV EL. = 139.7'
�% ,-
BY DA TE:
BY DATE:
r
r♦ r ♦♦ r, r r I•+
►t 1 I f f M •�
BY DA T.-
•r
t. .
r +�
R
• F 9)
0 • •
r•
EX. SSMH
TOP EL. = 160.17
12" IN V. N. & E.
INV. EL. - 148.01 '
i
0 -•�-' - Ex SSMH
$ TOW EL — 124-73'
f 12' INV. N. & S
IN V• EL_ = 116.50'
M
�Jo QQ
Z GRAPHIC SCALE
ill
- � 20 0 10 20
s E
2c
��Q= v
Q Z
S TA: 1 + 00 (PRI VA TE A CCESS)
I
I Ck&%I, IU
S TA: 1+ 04.14, 5.00' L T
SET OVER EX. 8" MAIN
j RIM 133.6.+
t (MA TCH EXISTING)
8" IE 126.24 (IN)
8'" IE 126.14 (OU T)
X. WMH
TOP (RIM) EL. = 136.10'
i 18" N. & S
TOP MAIN EL. = 130.43'
TOP VALVE EL. = 132.29'
BOTTOM STCR. EL. = 128.28'
t Q�l
t EX. SSMH
TOP EL. = 136.99'
+
12" INV. N. & S.
t IN V. EL. = 128.94'
SA WCU T L�l vE
(TYP.)
' I �
}
EX, CB TYPE I
TOP EL. = 140.12'
18" ADS S INV. EL. = 135.62
J t 18 ADS N. INV. EL. = 135.44
+i BOTTOM STCR. EL. = 134.48'
i
— STA: 10 +28
1 -8 "x6" TAPPING TEE (MJ)
7 -6" TAPPING VALVE FLxMJ)
03m4 22LF — 6" D.I. CL52
7 -5" MVO FH ASSEMBLY
W/ CONC. BLOCKING
R. 0. W. (LINCOLN PL. NE)
t
—� --EX. CB
I TOP EL. = 155.07'
18" ADS N. INV. EL. = 151.73'
18" ADS S INV. EL. = 151.88'
18" ADS SE INV. EL. = 151.74'
BO T TOM S TCR. EL. = 150.66'
CB -204 TYPE 11
TOP EL. = 160.08'
I 18" ADS E. IN V. F_ L. = 152.13'
• 18" ADS NW INV. EL. - 152.13'
BO T TOM S TCR. EL. — 150.08'
. -- -- SS
:•- SD
4 Ex. CB TYPE I
I TOP EL. = 161, 00'
18" ADS E. INV. EL. = 156.91'
BOTTOM STCR. EL. = 156.35'
I =_ EX EX. CB TYPE I
�s TOP EL. = 166.75'
18 ADS S. INV. EL. = 162.2,3'
,I 18" ADS N. INV. EL. = 162.13'
BOTTOM STCR. EL. = 160.73'
i
Cw -i /e�>
• Cr •
o
/ r
swicAmol
smser 8 of 10
SC NNEO NOV a 7 M Vtr
.y
I
p o t SEC. 11, TKP. 23 N., RGE. 5E_, W. M.
a N s V) 1
Q
-
� i I
CD
(
< ¢ ------------ - - - - -- — {�
� L.Li =s��- =mil
L.Li Aso
MIN FF E =13200 �J -
I� ti
Z
0
U O Ln >
ti
I W
U Ile
a a
8
a
2 � O
H6 ! l FF BSMT =131.02 ! 1 fp MIN. FF. EL= 'L33.00 ll
10 UTILITY
11-F l I i f t 10' PRIVATE EASEMENT
/ l 12 7F / = 138 i EASEMENT
r PROPOSED FINISH
1 24 DI / `�FRVI� Nw1E taIG&DE (T?R)
10' NON - DISTURB l / - t34
BUFFER 3S :58 / - -, .,
A /
6' IE
TOP OF SLOPE -i1 \\ // R Cep�C / -
-. - - - - - - -
j FIELD LOCATED l V - -
/ / / ss "sP � /2 -7-� t
/
6- IE1i
6 !Zz MIN FE EL= 91,41. 6
l I I MIN. FF. EL= 13400
1k "cH /
/, / /
(EXISTING' GRADE 1
- - - - - - - - - - - - - - - - / -_1 TYP..) _
/ - 5" PRIVATE
i I
o__ Ex SSMH
( TOP EL = 124.73"
I a 12" INV K & S.
I INV. EL_ = 116.50'
I
30' -+(
ER Lu
(
(
f
a (
Z I GRAPHIC SCALE
.. ; (..... _ -20 0.. _.10. 20I,
WIN ® I
Q I 1 = 20'
0)
I
I
kP7ERS£CIKM. L'
STA: 11 +70.36 LINCOLN AVE. NE)=
STA: 1 +00 (PRIVATE ACCESS)
!
MHI, 1 48'01
STA 1 +0414 5 LT
I SET OVER EX. 8' MAIN
R /M,/il "/1'3.44
I (MATCH`EXIS7ING
8' lE !N
/Z°7.
� !1�/g�•!25 39
X. Vt?dH
( TOP (RIM) EL. = 736.10'
18" N. & S.
TOP MAIN EL. = 130.43'
I TOP VALVE EL. = 932.29'
BOTTOM STCR. EL. - 128.28'
!' EX SSMH
TOP EL 136.99'
y i12' INV. N. & S.
INV. EL.= 128.94'
SAWCUT LfVE
(Typ.)
( £X. CB TYPE I
TOP EL. = 140.12'
1- 18" ADS S INV. EL.. 135.62'
J 1 18 ADS N. INV. EL: - 135.44'
! BOTTOM STCR. EL. = 134.48'
STA: 10 +28
1 -8"W TAPPING TEE MJ)
1 -6' TAPPING VALVE (FLKW)
®= 1122LF - 6' D. I. CL52
f 1 -5' MVO FH ASSEMBLY
( W/ CONC. BLOCKING
/N1E1P�C71GAt:'
/ - - - _ S TA: .10 +00 (LINCOLN AVE. NE)-
i _ _ -' -• . - f WATER - ii R.O: W. (LINCOLN PL. NE)
INSTALL ROCKERY AS
E-X..IGRAVEL l EASEMENT NECESSARY 7O
PROVIDE FLAT AREA EX. CB
/
FOR FIRE HYDRANT. I TOP EL: = 155.C7'
.. _ - -'
18"
ADS INV. EL. 151.73'
18'ADS..S. INV EL.: 15188' 1mv
18" ADS :SE INV. £L. = 151.74'
jf 12" CONC INV EL. = 131.4'J - i ! BOTTOM STCR. EL. = 150.66'
/ 12" CONC INV EL. 134.9' J / _
/ 30' _ \ `/ - ! CB -204 TYPE !l "
l TOP EL. 160.08
/ EL � /°L• ! V. = 152171`.
/ 12" CONC INV EL. = 136.4" N 18" ADS E /N
so
18" ADS NW INV EL 452 It
BOTTOM STCR. EL 230.08
i I
- ___-- __ - - - - -- _--- _- Lam- _._..>D - -- -1\� II ° SD � Lor
Ex CUNC . y - - - - -- _ - N x q Q Ss
/ DRIVEWAY - - - = ���• 'OHgL SD -# "
ti4� A1V�r RECOMMENDED FOR APPROVAL _\ 8
BY "/ 12 CONC INV EL. - 19.7' EX. CB TYPE f `
laud DATE: �' / _ �\ �\ ` \ ` .. I ! TOP EL. = 161.00'`
BY
DAT E.• Q.3 / r ` - (.. - ( 18 ": ADS E. INV N = '_
/ EX. SSMH 1 BOTTOM STCR: EL 135 }
f /
BY DATE-
TOP EL. = 160.17
T ES Q / 12" INV. N. & E. f Es
stgzy8� � { EX. CB TYPE I
BY yU/ (�j�% w r qr� DATE Q / INV. EL: = 748.07' I f r I TOP EL = 166,75'
IXPIRES 09j09/04 /
18 ADS S INV EL: = 162.23'
STAMP NOT VALID BY DA 7E- i/ ! I I :.I I 18" ADS N. INV EL. = 162.13'
UNLESS STAMPED AND DATED i I ti ! I BOTTOM STCR. EL 160.73' SffCANFD4
fArwP 1 %lls9 w7*-A7 jiq,9 - ° I I :,
1810
-
(
$CAId11ED MbR 27. -. /413, Sl Cw�JI�7 O2: �k a.��:.r�� C�o c
N
l MIX, FF =13200
r6'iE*Now q �I
SSCU Izb.f�u
n r
i
WAR METER
32'F 111
6' /E 127.55 (TW)
1
1
S
in
1; 1
\1 1
-
1 54 f
20' PRIVATE ACCESS 6' !E
I
..
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c m c�
rn ti
' r
;:.: Ir r 1 /�
.....:. ;... / V I 1 /
1
1 3a881500'LT
RAIL
Ila
PUBLIC SEW£R�EASEMENT
12
5
.c ..
� m
.::
�_• 1 i � 1 1
l 6 E2 41-
x
m
[ (0UT1
38-D
OH r' 1
r
TlK N
toll
'
mo FRE HYDRA
Z
A
BEHIND" D
INSTALL STONRT Z F
/26.701/ FIrnNC.
'1
/1
I� ti
Z
0
U O Ln >
ti
I W
U Ile
a a
8
a
2 � O
H6 ! l FF BSMT =131.02 ! 1 fp MIN. FF. EL= 'L33.00 ll
10 UTILITY
11-F l I i f t 10' PRIVATE EASEMENT
/ l 12 7F / = 138 i EASEMENT
r PROPOSED FINISH
1 24 DI / `�FRVI� Nw1E taIG&DE (T?R)
10' NON - DISTURB l / - t34
BUFFER 3S :58 / - -, .,
A /
6' IE
TOP OF SLOPE -i1 \\ // R Cep�C / -
-. - - - - - - -
j FIELD LOCATED l V - -
/ / / ss "sP � /2 -7-� t
/
6- IE1i
6 !Zz MIN FE EL= 91,41. 6
l I I MIN. FF. EL= 13400
1k "cH /
/, / /
(EXISTING' GRADE 1
- - - - - - - - - - - - - - - - / -_1 TYP..) _
/ - 5" PRIVATE
i I
o__ Ex SSMH
( TOP EL = 124.73"
I a 12" INV K & S.
I INV. EL_ = 116.50'
I
30' -+(
ER Lu
(
(
f
a (
Z I GRAPHIC SCALE
.. ; (..... _ -20 0.. _.10. 20I,
WIN ® I
Q I 1 = 20'
0)
I
I
kP7ERS£CIKM. L'
STA: 11 +70.36 LINCOLN AVE. NE)=
STA: 1 +00 (PRIVATE ACCESS)
!
MHI, 1 48'01
STA 1 +0414 5 LT
I SET OVER EX. 8' MAIN
R /M,/il "/1'3.44
I (MATCH`EXIS7ING
8' lE !N
/Z°7.
� !1�/g�•!25 39
X. Vt?dH
( TOP (RIM) EL. = 736.10'
18" N. & S.
TOP MAIN EL. = 130.43'
I TOP VALVE EL. = 932.29'
BOTTOM STCR. EL. - 128.28'
!' EX SSMH
TOP EL 136.99'
y i12' INV. N. & S.
INV. EL.= 128.94'
SAWCUT LfVE
(Typ.)
( £X. CB TYPE I
TOP EL. = 140.12'
1- 18" ADS S INV. EL.. 135.62'
J 1 18 ADS N. INV. EL: - 135.44'
! BOTTOM STCR. EL. = 134.48'
STA: 10 +28
1 -8"W TAPPING TEE MJ)
1 -6' TAPPING VALVE (FLKW)
®= 1122LF - 6' D. I. CL52
f 1 -5' MVO FH ASSEMBLY
( W/ CONC. BLOCKING
/N1E1P�C71GAt:'
/ - - - _ S TA: .10 +00 (LINCOLN AVE. NE)-
i _ _ -' -• . - f WATER - ii R.O: W. (LINCOLN PL. NE)
INSTALL ROCKERY AS
E-X..IGRAVEL l EASEMENT NECESSARY 7O
PROVIDE FLAT AREA EX. CB
/
FOR FIRE HYDRANT. I TOP EL: = 155.C7'
.. _ - -'
18"
ADS INV. EL. 151.73'
18'ADS..S. INV EL.: 15188' 1mv
18" ADS :SE INV. £L. = 151.74'
jf 12" CONC INV EL. = 131.4'J - i ! BOTTOM STCR. EL. = 150.66'
/ 12" CONC INV EL. 134.9' J / _
/ 30' _ \ `/ - ! CB -204 TYPE !l "
l TOP EL. 160.08
/ EL � /°L• ! V. = 152171`.
/ 12" CONC INV EL. = 136.4" N 18" ADS E /N
so
18" ADS NW INV EL 452 It
BOTTOM STCR. EL 230.08
i I
- ___-- __ - - - - -- _--- _- Lam- _._..>D - -- -1\� II ° SD � Lor
Ex CUNC . y - - - - -- _ - N x q Q Ss
/ DRIVEWAY - - - = ���• 'OHgL SD -# "
ti4� A1V�r RECOMMENDED FOR APPROVAL _\ 8
BY "/ 12 CONC INV EL. - 19.7' EX. CB TYPE f `
laud DATE: �' / _ �\ �\ ` \ ` .. I ! TOP EL. = 161.00'`
BY
DAT E.• Q.3 / r ` - (.. - ( 18 ": ADS E. INV N = '_
/ EX. SSMH 1 BOTTOM STCR: EL 135 }
f /
BY DATE-
TOP EL. = 160.17
T ES Q / 12" INV. N. & E. f Es
stgzy8� � { EX. CB TYPE I
BY yU/ (�j�% w r qr� DATE Q / INV. EL: = 748.07' I f r I TOP EL = 166,75'
IXPIRES 09j09/04 /
18 ADS S INV EL: = 162.23'
STAMP NOT VALID BY DA 7E- i/ ! I I :.I I 18" ADS N. INV EL. = 162.13'
UNLESS STAMPED AND DATED i I ti ! I BOTTOM STCR. EL 160.73' SffCANFD4
fArwP 1 %lls9 w7*-A7 jiq,9 - ° I I :,
1810
-
(
$CAId11ED MbR 27. -. /413, Sl Cw�JI�7 O2: �k a.��:.r�� C�o c
N
o G
a
_
a
1
h
in
I� ti
Z
0
U O Ln >
ti
I W
U Ile
a a
8
a
2 � O
H6 ! l FF BSMT =131.02 ! 1 fp MIN. FF. EL= 'L33.00 ll
10 UTILITY
11-F l I i f t 10' PRIVATE EASEMENT
/ l 12 7F / = 138 i EASEMENT
r PROPOSED FINISH
1 24 DI / `�FRVI� Nw1E taIG&DE (T?R)
10' NON - DISTURB l / - t34
BUFFER 3S :58 / - -, .,
A /
6' IE
TOP OF SLOPE -i1 \\ // R Cep�C / -
-. - - - - - - -
j FIELD LOCATED l V - -
/ / / ss "sP � /2 -7-� t
/
6- IE1i
6 !Zz MIN FE EL= 91,41. 6
l I I MIN. FF. EL= 13400
1k "cH /
/, / /
(EXISTING' GRADE 1
- - - - - - - - - - - - - - - - / -_1 TYP..) _
/ - 5" PRIVATE
i I
o__ Ex SSMH
( TOP EL = 124.73"
I a 12" INV K & S.
I INV. EL_ = 116.50'
I
30' -+(
ER Lu
(
(
f
a (
Z I GRAPHIC SCALE
.. ; (..... _ -20 0.. _.10. 20I,
WIN ® I
Q I 1 = 20'
0)
I
I
kP7ERS£CIKM. L'
STA: 11 +70.36 LINCOLN AVE. NE)=
STA: 1 +00 (PRIVATE ACCESS)
!
MHI, 1 48'01
STA 1 +0414 5 LT
I SET OVER EX. 8' MAIN
R /M,/il "/1'3.44
I (MATCH`EXIS7ING
8' lE !N
/Z°7.
� !1�/g�•!25 39
X. Vt?dH
( TOP (RIM) EL. = 736.10'
18" N. & S.
TOP MAIN EL. = 130.43'
I TOP VALVE EL. = 932.29'
BOTTOM STCR. EL. - 128.28'
!' EX SSMH
TOP EL 136.99'
y i12' INV. N. & S.
INV. EL.= 128.94'
SAWCUT LfVE
(Typ.)
( £X. CB TYPE I
TOP EL. = 140.12'
1- 18" ADS S INV. EL.. 135.62'
J 1 18 ADS N. INV. EL: - 135.44'
! BOTTOM STCR. EL. = 134.48'
STA: 10 +28
1 -8"W TAPPING TEE MJ)
1 -6' TAPPING VALVE (FLKW)
®= 1122LF - 6' D. I. CL52
f 1 -5' MVO FH ASSEMBLY
( W/ CONC. BLOCKING
/N1E1P�C71GAt:'
/ - - - _ S TA: .10 +00 (LINCOLN AVE. NE)-
i _ _ -' -• . - f WATER - ii R.O: W. (LINCOLN PL. NE)
INSTALL ROCKERY AS
E-X..IGRAVEL l EASEMENT NECESSARY 7O
PROVIDE FLAT AREA EX. CB
/
FOR FIRE HYDRANT. I TOP EL: = 155.C7'
.. _ - -'
18"
ADS INV. EL. 151.73'
18'ADS..S. INV EL.: 15188' 1mv
18" ADS :SE INV. £L. = 151.74'
jf 12" CONC INV EL. = 131.4'J - i ! BOTTOM STCR. EL. = 150.66'
/ 12" CONC INV EL. 134.9' J / _
/ 30' _ \ `/ - ! CB -204 TYPE !l "
l TOP EL. 160.08
/ EL � /°L• ! V. = 152171`.
/ 12" CONC INV EL. = 136.4" N 18" ADS E /N
so
18" ADS NW INV EL 452 It
BOTTOM STCR. EL 230.08
i I
- ___-- __ - - - - -- _--- _- Lam- _._..>D - -- -1\� II ° SD � Lor
Ex CUNC . y - - - - -- _ - N x q Q Ss
/ DRIVEWAY - - - = ���• 'OHgL SD -# "
ti4� A1V�r RECOMMENDED FOR APPROVAL _\ 8
BY "/ 12 CONC INV EL. - 19.7' EX. CB TYPE f `
laud DATE: �' / _ �\ �\ ` \ ` .. I ! TOP EL. = 161.00'`
BY
DAT E.• Q.3 / r ` - (.. - ( 18 ": ADS E. INV N = '_
/ EX. SSMH 1 BOTTOM STCR: EL 135 }
f /
BY DATE-
TOP EL. = 160.17
T ES Q / 12" INV. N. & E. f Es
stgzy8� � { EX. CB TYPE I
BY yU/ (�j�% w r qr� DATE Q / INV. EL: = 748.07' I f r I TOP EL = 166,75'
IXPIRES 09j09/04 /
18 ADS S INV EL: = 162.23'
STAMP NOT VALID BY DA 7E- i/ ! I I :.I I 18" ADS N. INV EL. = 162.13'
UNLESS STAMPED AND DATED i I ti ! I BOTTOM STCR. EL 160.73' SffCANFD4
fArwP 1 %lls9 w7*-A7 jiq,9 - ° I I :,
1810
-
$CAId11ED MbR 27. -. /413, Sl Cw�JI�7 O2: �k a.��:.r�� C�o c
I p o SEC. 11, 7lNP. 23N., RGE. 5E, W.M.
0 Q ��
Z °' SAIICTARY IatK7ES IEt�]P - A> AL mom
N..
3 Ln 1. ALL WRK MAMMALS SHALE. BEN CQwFORAMINCE MMF Iii STM®ARDS AM 1. ALL.:. WARN MAIMAIS SMALL BE IN CONFORMANCE WTH THE STANDARDS AND
R SPECPTCATKXYS OF AE O(Y OF R&mw ux&Y BEPARnorT AND 7HE LATEST STEC k'AMom OF TH£ CITY OF RENION -UMUlY DEPARTMENT AND AE LATEST
8
EDITION OF DE NWOT /APIA STANDARDS AM SPECYSCATA7NS EDITION OF THE "M6DOT /APWA•STANDARDS AM SPEfF7CA7VA% AS- APPROND BY
7W Cl?Y OF R£N7M A SE7OF APPROVED PLANS SHALL LINE KEPTON S M AT ALL
3! 2 THE MRS OF NOW N. THE STREET RIGNT -W-WAY SN4l BE LWIED 70 &M A.M. IV" DORNG'QOWS7RNC7l-
70 330 PJL ON WEEKDAYS UNLESS 077ERW -W APPROVED N NA IM BY 7HE
. I
DEPARTMENT OF APFRO .WORMS AT DEPARTMENT O SUBLET NORM 24 OURS L OR. 2 7HE.NOfaPS OE WORK N
77'E -:S7WT RM.HT -OF WAY SHALL BE [IDEATED T0; &30 AM TO
� FULL, SHALL BE APPROYID BY 71E LEPAR7AENT OF. PfNG1C IW71L7C5 24 /NDI1R5 N 330 PM ON NEEADAYS UNLESS 077ETPMSE APPROVED .N WUMING'.BY THE
ADVANCE 77E POLICE DEPARTMENT FIE DEPARTMENT AND 9" SHALL BE NIO77FIED DEPARTMENT OF PUNX WORKS AT 42,-235 -26M ALL STRElEtCEOSUI= PARMAL'OR
24 HOURS N ADVANCE FULL SHALL BE APPROVED BY THE DEPARWOU a- PEIBUC WORKS 24 HOU7iS AV
ADVANCE THE POLICE DEPARTMENT, FIRE DEPAR7AENT, AND 911 SHALL BE _
W 3 ALL CONSTRUCTION SHAU BE N ACCORDANCE WTH WANDARD SWIDIFMGANOW N07FED 24 HOURS IN ADVANCE g
-1 FOR AI,7ICIPAL PUG4C NARKS CONSINU CY)OW PREPARED BY WASIIAAG70N STATE - I
L L_ CHAPTER A SRI CAN P S'PEO7F7Y.RKS AS TM LATEST EDIAgN (APIIN). AND CAY 3 ALL �LOCA7JONS OF EXS7IG U77UT/E'S I SHHOWV ARE APPROUWI/A)E AND fT SHALL. BE
'S RESPONSIOUTY 70 VERIFY TIE IRLE'ANC LYVIPECT LOCAMON ?
CT -- O SD AS OID DAMAGE OR DSNNANCE: FOR UT/L?Y LOCA'TF; :CALL 46-FD1/R
c U 0- W 7 SO BOG VIRA� ITr TV VERIFY 7W TRUE ANA CORRECT LWAVON. ALL MW IL L AND OR TEST REVISION, III „C1ASS 52'O:A®MT 2 Q
4. ALL LOCA77LIA' OF EXS7NG U7Lf7E5 37IONN ARE APPROTafA7E AND ?SHALL BE LOCA7ORSI 1- d0U- 424 -5555.
W Cn l ALL N6CI R MAN /ROM PPE L, CEI AAORTAR -
H-
S. A PREpAAS3RUC71ON COAFERLTAfE AMID A 2f -NEAP N07JILE SMALL BE REQUIRED LINO MA SEK';OOATING SHALL COAFORAI 77 "AAVA C7O4 OR L47ES! REVRi1OK 2 >.
1 O PRIOR 7O STARING NEW GONSMUC7O N, IT SHALL BE ONE GONI RAC7OR$ PPE .AIM7S 701 BE PUSH -OW OR AEa V VAIL DENT.. IEDONO TC BE CLAW C. ALL
RESPONS�ETTIf 70... SECURE E ALL NECESSARY PERI975 PRIOR 7V STAR7NG DUCTIE AM PPE NSTALLED SHrALL BE POLYETHYLENE - RAPPED PER ANSI /AWN- IL 3
Q COWSURUCTM (SOMIGNOM/ WILL BE A000MRJS FD BY A JEPR�TITARW OF 0033 47 STANDAEDS. ^ W -
U7 in THE CITY OF RENIANl IT SMALL BE THE OQN IVIC7dP'S.>E5PONSMI FTr 70.NDIFr : V ,
J Z THE U7NH7Y DEPAIP ENT 24 -HOURS N ADVANCE OF BACIMUI YIG ALL S CAST IRON ND IX/C71t.E /RON� Ff77/NGS SHALL BE CEAEIMT LMED, PRESSURE RATED
Q \ As M07m. ON PLMISi AND N;A000RDAHKE�WFM�Ma %AWW(A C7fO /A21.10 -d2 �YT ,V
G W ¢ 00017MOORI O NLYE51 70A 21 NA A iCA/L, M14 AE Ff filW � 3 •� � ^ w O M
& OF COAC7RU I SOLELY RESP E SAE FOR THE AREAS AND 07M AND SEQUENCES
OF COMS7RUC71ON ARID FOR 7HR SAFETY OF NCXdYfRS AND OTHERS ON ONE SHALL B< N AQCQRDANOF p��' E[Jl$R�AMA%AAWIll�C/9O /A2f`1Q =d2 pP 'ANST /A/INt � ^
COwsmUC7AN 571E c15s /�z1 s3-as INCH 1C 12-Ndf BHAMETAa 17T7# [ fFH64WA9XffAAW.& ti ti v Q �j
Z ,AUNTS AIND/U4 FLANGEDk, 75eISNALL�B_ N AQp7RDANMEiWt1H,AN 14MA Uf U1 W 410 W
r IT SHALL BE WE RLSPON[SI Bf7Y OF THE CONTRACTOR 70 OBTAIN STREET USE AND CifO %A2f fQB2TdP A OOANi!HA7lONaGF °AIRD` C/ 6jA2T1OQ2 AND AIN9/ /NINA 140
Un ANY OTHER RELATED AETBAA75 PlNGR 70 iAN1Y COA671TffC7AAL CJ53jA2L53 -B4 SYtCHiMATT /Ea1Pdt7AwETHE'i1T,fIMG'M17HH A AELYG41aGR: : - 1�ID Fl lSH GRADE EXISTING GROUND
N (,N ;ACCa"""AMCE Wfni AiYSr /AAw C1sof; AT-84 ANC THAT
9x mAr
RLaNS APPROVED BY WE CITY OF REIVIOM PUBLIC NORKS DEPAR73INT SMALL. P DBnpIS aF 1lI F.rmG!xwm+�xfCANGm�waivT(s} sru�tc reE N A µEE. w7ff ® ( ) ® (�P )
TAKE PRECEDflYf1F OVER ALL OTHER PLANS IONS /AWVA 0110 %A2110 -B2� ii ACCEP7ANICEP 7E511NC AVtACQpRDAMCE NRff SiC7KW
,a 53-53 OF ANSI AAA C133/A2f Ss -e4,QR tNfiIO�SEC70N` 1fSOF AKST /AAA
S A COPY OF 7fff5E APPROVED PLANS MIST BE ON WE JOB 517E WHENEVER C110/A2ffo -82 SUULL� B£ oBrA/NffD BY 7fE QONiRAC1fM. ANO 1RitMSYfTiED 70 THE - - - -- - - -- - -- - - --
COAS7RUCLAON IS N PRO it 130..
1O THE CONTRACTOR SMALL MAVlIE BE CITY OF RENTON WIN AN AS-XXT DRAWING 6. GATE VALVES. SHALL CONFORM. 70 MW /A- .,CSOO AAD SHALL W .A M BODY,. SWAO'i0- 172' -8° PVC A -..
OF THE SANITARY SELER SYSTEM MACH MS BEEN STAIPEL AND SG71ED BY A MOUNMED DOUBLE DISK WTPH BROMT NEDCAW ,�DEWE AAID ¢RNG,SIUFFAV BOX
_ LKXNSED PROFESSIONAL ENIGI E'EP OR. LEENSED. PROFESSIONAL SCIPIEYOIL VALVES SHALL BE DES/IE0 FoR A7AMWAM/MxWATER OPERA7MVG PRE55&E OF.2O0
°o m y co -' - -.. P F,A ALlFS„SMALL BE,CLOW LSf A MLA£11E7z:C01fPANY ALL AZ= OR (BOWL 0 +98 54 0
�ol O r... 11. BACKW SHALL BE PLACED EQUALLY ON BOTH SAES OF THE PPE N LAYERS MTH A ALL YALVES. f2- NDYES.N.D/AAETER ANDuLAR(.E71 SHALL.BE IS7AIrm N A YAOLT. /H 1 48°I �7 S s' SS STUE psi 4 e STA. 2 35 B8, S.oD LT
° #101 _ - Y VAULT AEC 1- Mr STA 1.&04 14
N Loam MUST EXTEND FOR ONE PPE DUAEUER Lw E DENSITY SEE �70 SEE WA7fR STANDARD, #TAIL `FOR 12 9✓CHHa GATE" vA[VE" ASSEACL _ 1 SET .OVER DC B' MAINJ. ..(MATCH EXISTING)
ALLA77QAl.
'E ifE 7REMWL AUL7ENUL$ 7Q,COMPYE7E Fa VETTO .PPE SHAtL BE 7. FIE HWRAN7s . _ „ _ ) RIM 'IA 2. INJFA!•�ivT . : s' IE wo am
(tN} -
t- J �.W
THE" SAME As DES.MOIC. : SMALL BE -COREY TYPE (oPENNG W7H s7HE PRES$(/RE
z .'d IVH NOSVNAZILES W7H`NA770NAL 57i11✓DiITC T -LNpS 6D.;DECIEES V
o /76.Yo
x z Q's MOVIES' ON ETMS7NG WA1£LE'D 7MWA04 OD. 7 HEAD .4.875;-AND.;ROOT:nUAETER,rAB� 1 1 /4-AV H` PM7AOCIN I 8'. IE flit/ (IN) IZS.� EXISTING GROUND FINISH GRADE
m..... r- 12 OPEN CUT ROAD CROSSINGS FOR U77lRY 4BO BY TLHUN/NG`COUN77R °�OLOC7CNSE' biY� _
o 'l7 �C ^ x ROADIAY SiW1'LE BALIL7771ED N7lH CRUSHED ROCK AND ✓1E77fANIGLLY OPERA7MAGIAIUT ..
(L 11D ELEVATION (TYP.) ELEVATION (TYP.) 110
D z M •? ,�• F- GN„ COMPACTED. CUTS N7%7 W EMSING ASPHALT, SMALL BE NEA"67 CUT MOH SAW
N A CONTINUOUS LIE A TEMPORARY NIX PA7CH AALIST BE PLACED AIWED/ATLZY B THE TWO 2- ff2•,:HOSF NAZZCES SHALL BE FITTED M97HL, CAST APpV 7NN£40M CAPS I Z it A / 5.'j7
A_ I
C b W AFTER BACKFIEL AND.. COMPACTION. A PERMANENT HAT NX PA7C H SHALL .PLACED Nl7H OPERA7IIG AA/r OF THE °SAIL DESCl�liAND PROPQR7fONS AS 7UE HYDRANT o
Q M1DdV 10 DAYS AND. BULL BE PER CITY OF RElf7DVii C(/liFEM STANDARDS SYM MIT. LAPS SHALL B<n HT77ED W7H-SUTABLE NEOPRENE GASKETS FOR `F N ¢� h N
9. Tit'gPUIPER NOZZLE S/ALC H77,7ED, 7H ASIOR7Z ADAPTER, 4' SEATTLE
14 DSIUMBED AREAS S� BE 57:TD ®C A AND ND OMAfiFD t� OF 5 AL DX 5' S=7ZNAROCOtiT�ANO.7EROr 71H� POR7/ON - •` -. •` ^
LLA Z, 70 7W SATISFACTION OF THE DEPARTMENT 1 ♦ori 2100 EROSION aF7m THE COlP1£7XN AFL sTRrACnANL GCASKEETT TOoNFAw ' � � S A `IR R
t 15. ALL PPE AND APPURTENANCES SHALL BE LAD ON A PROPERLY PREPARED AND SHALL BE ATTACHED W °HYDRANT'ADAPIER.W7H' A. COATED STAAVLESS SifEi
FOUNDATION N AOppiAA/EE WITH S+:c7ADNr 7- DZ3(1) OF TIE aJRM7dr srATE OF A81(X{AFr cA&E' : PRI,VATEACCESS
WASHINGMSTAM„LIRD SPECEXAMONS FOR ROAD AND BRIDGE CONS7RUC7XMAL 1 -- 20' HiOR /Z
$ TMS SHALL AKYLRE. M=ARY LEMNG OF THE TRENCH BOLMU OR THE TOP OF fO FORE HWRAN75 SHALL BE INSTALLED PER .CI7Y OF RENTOW STANDARD ZETA& FOR
THE FOUNDATION M47ERM AS WELL AS 1 LACE•ENT AND COWAC7KN OF FM HWRANM LATEST REVISIONS - s s
REQUIRED BEDDING G MATERIAL 70 LIIiTARMI GRADE SO THAT DE ENTIRE LENGTH OF
THE PPE WILL BE SUPPORTED ON A VNFOAIY DEW LINYIIDIK' BASE PPE 11. ALL WATER MAN 10 INCHES AND SMALLER 70 MAINTAIN A WNMMUM -COVER OF 36 -
¢ BEDDING SMALL BE PEA GRAVEL 6 INCHES ABOVE AND BROW THE PPE AVCfES BELOW FIISH GRADE :. ALL'WAIEIWWA 12 INCHES AND LARGER SHALL BE AT
a A MIIWM OF 48: INCHES BELOW FINISH. GRADE WERE UTILITY CONFums OCCUR{
7& SANITARY SEVER PPE SHALL BE POLYVINYL' CIROWDE (PVC) NABER GA.SKE7ED RATER AWNS ARE 70 BE LOWERED TO CI EAR. -
ASMI D 3034, STIR A OR DUC78E IRON CLASS 5a
12 ALL WATER MAINS SIX (6) INCHES (N D94AW79R AND LARGER SHALL BE aEZAED WTH
77. IN UNWAPROVED AREAS, AUWIOILE ID EXTEND AMMIRUM 6 ROES AND MAXINIUM 18 PPE GLEANING DIGS' PRIOR 70 DbbWFEMIDIi THE 'POLY PIGS' SMALL BE - GRAND:
/NICHES ABOVE FR SHED GRADE IN PAVED AREA COVER MUST SLOPE IN ALL IDUVRFS AQUA SWAB-AS! OR APPROVED.�EQOAL .2 L8 /CU FTT, DENSITY FOAM WTH
DAZEC770AS 70 M47C H PAVING. 90A DHMOAE7ER UREINANE RUMER-COA7ING. ON' THE. REAR OFIIPW ONLY 'PIGS'
N
o Fn
a
m
r
z
o U �
w ti
� ice, U !r
c
SHALL BE CYLINDER SNIPED W7H BULLET :NOSE. OR SQUARE END. 7W
CONTRACTOR WILL PERFORM 7W CLEARAO OPERATM.
- 1
13 ALL WATER MATS AND SERVICES SHALL BE PRESSURE.,- TESTED TO A MIAM f OF 2001 -
PS OR 150 PSI OVER OPERATING PRESSURE IN ACCORDANCE WTH .7W
SPECFICAVOW OF THE CITY OF RENTO AND THE WASIANGIOW STATE HEAL7H
DEPARTMENT. ALL PRESSURE TE57M SHALL BE DONE IN THE PRESENCE OF A... ® '
REPRESENTARVE OF DIE CITY: OF RENTON - -
14. ALf WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE IN,EC770N OF A 50
PPM. LTA 111MAd CONCENTRATION) eCHLORNEIWAZER SOLU77M DRY CALCIUM : -
-
HYPOOiO nr SHALL NOT BE'.PLACED IN 7NE.PPE AS LAD. , CHLORINE SHALL BE
AElFREQ/W"ZED IN ACCORDANCE WITH SECTION 7-'11.3(12 )E'OR.- 7- 17.3(12Y.OF TH£ '
STANDARD SPEGYF'ICAl70NS'REFERENCED IN 1 ABOVE -
15 A PREC0HS7RUVION CONFERENCE lS REQUIRED PRIOR 70 ANY CONS7RUC770V. A :.. -
AWiMKAII OF 3 (VIREE) WORKING DAYS N0770E 6 REQUIRED FOR SLHELWLING
PRIOR 70 SQIEDf1LIHG RE PRECONS7IWCT/gV CONFERENCE; A PERMIT
K�FORlU. SFL:ET AM/ST BE: SUPPLIED 70 ONE UTILITY ENIC4AELR$ OFF7LE - T
TWENTY-FOUR -HOUR NOTICE DULL BE REQUIRED PRIOR 70 STARING NEW
CONSTRUC77OK
16. R SHALL BE THE CONTRACTORS RESPONSIBILITY 70 SECURE ALL NECESSARY : -
PERHM75 PRIOR 70 STARTING CONSTRUCTION
17. I4STALLADON OF CORPORATE' STOPS WATER 9_RV,= UNES AND ME7ERS SHALL
NOT BE DONE UNTIL ALL SERVICE AGREEMENT$ MVER''.APPLICA7IONS
CONSTRUCTION /LRMIM AND PA WENT 'CI= FEES HAVE' BEEN MADE TO 7W CITY OF
REH70K
18. ALL CONNECTION TO EXIS7IIG MAINS TO BE ACCOMPLISHED BY 77E CITY OF -
RENTML EXCEPT MET TAPS VINXW MAY BE MADE BY APPROVED WET TAP -
CONTRACTORS. WTH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC SOWIS `
AND BE ON-S7E PRIOR 7O CITY N07FTCAIIOM£
- 19. INSPECTION DULL BE ACCOMPLISHED BY A:REPRESENTA77W OF THE CITY OF
RENTCN. ?SHALL BE 7FECCN7RAC70R'S RESPONSIBILITY TONO7IFY THE U77L?Y
DEPARTMENT 24. HOURS IN ADVANCE OF BACKFZWNG ALL CONSWCMOM 77C
CONTRACTOR AS MELL AS THE, ENGINEERS SHALL KEEP AS -BUILT DRAWNGS
2O CON7RAC70R 70 PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLES FOR
TESTING AND PURITY. ACCEPTANCE PRIOR 70 FINAL 712 -104
21. ALL JOINT RESTRAINT SYSTEMS (SHACKLE,. RODS NUTS, SOL75, ETC.) SHALL BE AS
ARAM/ N
EIZAL APPROVED IN -W ZING -BY THE DEPARTMENT. OF PUBLIC WORKS
1� of REWMMENDW FOR APPROVAL 22 ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT 70 A AMAMWUM DEPTH
OF TWO INCHES. OIL MAT S7REE75 MAY BE SPADE CUT. - ALL SURFACE CONCRETE
�T� Y BY DA 7F. S /5103 PAMIENIT, SDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE
ti SAW CUT 70 A MINIMUM DEPTH OF 7MO INCHES OR REMOVED 7O AN EXISTING . `4
BY DATE.. EXPANSION -JOWT
,�,, 23 A 7EMPORARY COLD MIX ASPHALT PATc H SHAD. BE PLACID ON THE DAY OF INITIAL
BY DATE.' POLICY, WWN TEAR DAYS PERMANENT ALL SEALED OR SUBGRADE BECTON PRIOR TO PLACEMENT
OF FINAL PATCH.. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT W7HOUT PRIOR
IXPIRES 09j09/04 BY DATE.' WRITTEN APPROVAL OF Ml.' INISPEC70R.
STAMP NOT VALID BY DA 7F. 24. FOR CITY PRO,iECTS, SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL . BE
SCHEDULE 40 IN UNIMPROVED.. AREAS AND SCHEDULE 80 UNDER.DUPROVED AREAS
UNLESS STAMPED AND DATED ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PPE.'' S,' ,1..
Wwp °p If aCIOg smsEr9®F''10®