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94 cow �0
SE
rC KQ ONC
2'rr*r
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RPPI ArP P'VICTIAIr F;" rOkir
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
i
SEWER
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
TYPICAL.
A
A
A
A
94 cow �0
SE
rC KQ ONC
2'rr*r
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RPPI ArP P'VICTIAIr F;" rOkir
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
SEWER
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
TYPICAL.
A
A
A
CALL 811 BEFORE YOU DIG!
UTILITY CONFLICT N OTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
OFFE ENGINEERS
13932 SOLMHEAST 159TH PLACE
REN'I�ON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L.
• , 274W
���F•• �!STE�-
ss/oNlll ��►
07/14/2015 NO.
I:VFA6*1
31-F.. 8" PVC SEW[
OS= 1.00%
IE=203.93
INSTALL 8" CAP
.; ,.,.�„
0
JJMrlffz, 4n
RIM=210.69
IE=203.80, 8" OUT)
IE=203.909 8" IN)
141 F R" Pv(- gctac— l nnq
30' PUBLIC UTILITY
EASEMENT
RIM=208.12
IE=200.66, 8" �W/IN—DROP)
IE=196.14, 12 (EX.)
m
402.2
1,2 PLUG AS DAM
TEE OF APPROPRIATE SIZE
tv
j ti �
I7!
!
NMS
I. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE
WASTEWATER UTILITY SECTION.
Z ALL PIPES AND nTTiNGs SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3: M"MUM SIZE MANHOLE FOR INSIDE DROP CflN14ECTION SHALL BE
8e DIAMETER.
CONNECT*NS TOMANHOLE SHALL BE MADE USING GPK ADAPTOR,
KKR- . - -SEL 9WTS OR APPRO EQUAL.,..
5. VITHIN A W DIAMETER MANHOLE. THE MAXIII>IUIyI ALLOWABLE DIAME [ ER
OF THE INSIDE Imo" PIPING IS le. INSIlDE DROPS EXCEEDING 12" IN
DIAM.ETER.OR MULTIPLE SPS SHALL BE REVIEWD BY THE WASTEWATER
UTILITY° AND MAY REQUff A LARGER DIAMETER MANHOI..E.
6. *REJNElr BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EWAL SHALL BE MISTALLED 07HIN S" OF
130TH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRIKES
SHALL BE INSTALLED VATH A MINI" SPACING OF A IFE€T
ON CENTER. BRACKETS SHALL. BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNEC-nON POINTS.
f` • �, w . •
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE:
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UT' LITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
LOT:4 LOT 5 LOT 6 LOT 7 LOT 8
go 26.50'
220Ld
.............Y .................,............................
z......................v................_............... s..................................................,...... , Q..I.....,..220
z of Q p w
z
: N
w LL
Z( : ;) : 0
V) J o l
v 3 EXISTING GRADE LINE PROFILE z 0
p mom..............................................,.,.............................. ...........,....._................
,............ .........
...I�.�,
_ 3 PROPOSED ROAD :PROFILE
~ w w
I y,
210
:...............: ................:. :...+.0.697... ,........,..........,...,:........ x.210
to 00
� PROPOSEDERM .�,
� : • .+.:r �..e,..:kss.. —.rte .-....+ � • e wwrrva v.n m uvwin., ..v ..
R BTQRM
Li :
.,,8 " PVC SSOS=1.007° :
314LF.;
200 : I—
o z 200
.............................,................,................,............,...,................,•y...............,....,..........................,....,...,.........a.....,....,...,.y....... �,;.......
w w
w M CO
co
(0oo.
Np0007�:
PRIVATE ACCESS ROAD
......................=`IiNN
:.........:................:................:...............:.................:................:................:.........................
SSMH 1 60" SADDLE MANHOLE' w LJ
RIM=208.12
IE=200.66, : 8"�W/IN—DROP) l
IE=196.14, ; 12 (EX.) y
3830 11:
0+00 1+00 : 2+00: 3+00
LANKTREE SURVEYING
Demo:
D.L. OFFE, P.E.
DOW:
D.L. OFFE, P.E.
CHOOM:
DATE APPR I AlI
SCALE m w'° lvw"' CITY OF
RENTON
DATUM
a� Planning/Building/Public Works Dept.
IFWr09«M
xQUE AOCONMNKY
GRAPHIC SCALE
0 15 30 60
6mmF!%=mmli
1 inch = 30 lest
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER PLAN &PROFILE
2820 PARK AVENUE NORTH
9-S$3011
S-36101
SEE NOTE 2
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i
4 y
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w�.i �•�•,�l.+*�.�
tswAS ° +Yi•}'. �^•YTfy .{,R A�+�
4W !-
NMS
I. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE
WASTEWATER UTILITY SECTION.
Z ALL PIPES AND nTTiNGs SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3: M"MUM SIZE MANHOLE FOR INSIDE DROP CflN14ECTION SHALL BE
8e DIAMETER.
CONNECT*NS TOMANHOLE SHALL BE MADE USING GPK ADAPTOR,
KKR- . - -SEL 9WTS OR APPRO EQUAL.,..
5. VITHIN A W DIAMETER MANHOLE. THE MAXIII>IUIyI ALLOWABLE DIAME [ ER
OF THE INSIDE Imo" PIPING IS le. INSIlDE DROPS EXCEEDING 12" IN
DIAM.ETER.OR MULTIPLE SPS SHALL BE REVIEWD BY THE WASTEWATER
UTILITY° AND MAY REQUff A LARGER DIAMETER MANHOI..E.
6. *REJNElr BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EWAL SHALL BE MISTALLED 07HIN S" OF
130TH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRIKES
SHALL BE INSTALLED VATH A MINI" SPACING OF A IFE€T
ON CENTER. BRACKETS SHALL. BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNEC-nON POINTS.
f` • �, w . •
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE:
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UT' LITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
LOT:4 LOT 5 LOT 6 LOT 7 LOT 8
go 26.50'
220Ld
.............Y .................,............................
z......................v................_............... s..................................................,...... , Q..I.....,..220
z of Q p w
z
: N
w LL
Z( : ;) : 0
V) J o l
v 3 EXISTING GRADE LINE PROFILE z 0
p mom..............................................,.,.............................. ...........,....._................
,............ .........
...I�.�,
_ 3 PROPOSED ROAD :PROFILE
~ w w
I y,
210
:...............: ................:. :...+.0.697... ,........,..........,...,:........ x.210
to 00
� PROPOSEDERM .�,
� : • .+.:r �..e,..:kss.. —.rte .-....+ � • e wwrrva v.n m uvwin., ..v ..
R BTQRM
Li :
.,,8 " PVC SSOS=1.007° :
314LF.;
200 : I—
o z 200
.............................,................,................,............,...,................,•y...............,....,..........................,....,...,.........a.....,....,...,.y....... �,;.......
w w
w M CO
co
(0oo.
Np0007�:
PRIVATE ACCESS ROAD
......................=`IiNN
:.........:................:................:...............:.................:................:................:.........................
SSMH 1 60" SADDLE MANHOLE' w LJ
RIM=208.12
IE=200.66, : 8"�W/IN—DROP) l
IE=196.14, ; 12 (EX.) y
3830 11:
0+00 1+00 : 2+00: 3+00
LANKTREE SURVEYING
Demo:
D.L. OFFE, P.E.
DOW:
D.L. OFFE, P.E.
CHOOM:
DATE APPR I AlI
SCALE m w'° lvw"' CITY OF
RENTON
DATUM
a� Planning/Building/Public Works Dept.
IFWr09«M
xQUE AOCONMNKY
GRAPHIC SCALE
0 15 30 60
6mmF!%=mmli
1 inch = 30 lest
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER PLAN &PROFILE
2820 PARK AVENUE NORTH
9-S$3011
S-36101
0'7/ 14/2015
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A
A
A
0'7/ 14/2015