HomeMy WebLinkAboutzS-3804 SetN
LLJ
z
z O
U VJ
-D z
w
F -
x
w
w
3:
w
oC
Q
z
Q
U)
F—
w
w
oC
F—
LO
(0
T
rw
V )
w
Q
Z
W
J
LA -
SE 165th STREET SANITARY SEWER EXTENSION
DRAWING INDEX
S-1 COVER, VICINITY MAP, INDEX OF DRAWINGS
S-2 SEWER PLAN AND PROFILE
S-3 MISCELLANEOUS DETAILS AND NOTES
PROJECT WWP-27-03804
CO
J�L
�a
APRIL 2015
•II I����' lu
N0.
�1=405'1:V11Y----
co
Jt
❑nn
REVISION
PROJECT
LOCATION
A=SSE
165th St
c�l
VICINITY MAP
SCALE:
co
as
Q�
.c'
00
0
T -
NS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SE 168th St
VERTICAL- NAVD 1988
HORIZONTAL- NAD 1983/1991
1 -
I
CONTACT INFORMATION
CITY OF RENTON PROJECT MANAGER
MICHAEL BENOIT (425) 430-7206
CITY OF RENTON WASTEWATER MANAGER
DAVID CHRISTENSEN (425) 430-7212
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98057
■% A T■ IRM
INTERSECTION OF SE 165th ST 8 108th AVE SE
MONUMENT IN CASE
N = 169,032.05
E = 1,303,127.20
ELEV = 461.80 NAVD88
SE 165th ST (AKA S 28th ST) WEST OF HIGH AVE S
MONUMENT IN CASE
N = 169,018.52
E = 1,302,677.13
ELEV = 453.06 NAVD88
A6 .r CITY OF dA'R Zo_
-� RENTON SE 165th STREET
DRAWING
NO-.
Plan nin9,euildn9,Publ= wok= Dept. SANITARY SEWER EXTENSION S-1
SHIM: OF:
S I - 13181014101-1 -
0
00
N
1
Z
O
(1)z
w
x
w
Irw
3:w
a
z
Q
w
w
H
L
CO
T
W
GROUND AT
FOUNDATION OF
SPLIT LEVEL
HOUSE -BASEMENT 12'x7'
FLOOR 3' BELOW ARBOR VITAE
FF ELEV= 453.98 HEDGE
SSMH 12'x12' METAL ADR
RIM= 453.66 IE 6"PVC W= 452.84
IE 6" N= 445.26
IE 8" SE=�
445.36�'��
IE 8" W= 445.06 c AREA OF
RS RAISED BEDS
CB f
RIM= 453.41---s-----SD- WM
IE 8"PVC E= 451.61-- s CO CRETE
IE 12"ADS SE- 448.51 CONCRETE
FH �� \
IE 12"ADS NW= 448.61 UBP UBP
s
CONCRETE
PADS ---_---- - ,� �
\s
s
w_- w
VERTICAL _ s • A --
CONCRETE CURB
WITH 1' GUTTER
sa �
-SD---- SD \
TOP BRAM DISC, -
i
CONCRETE MON IN CASE
N = 169,018.52
E = 1,302,677.13 CONCRETE GV CONCRETE
ELEV = 453.06 NAVD 88 VERTICAL \\\\
CONCRETE CURB -- �R - - ---
s \
WITH 1' GUTTER R
CONSTRUCTION \ \
CB \
RIM= 453.22
IE 12"ADS NW= 448.12
IE 12"ADS SE= 448.12
IE 12"ADS W= 448.12 CB
RIM= 454.44
E 12"ADS NW= 449.44
IE 6"PVC SW= 450.14
4'x4' TIMBER
BORDER AT EAST
BRICK EDGE GRAVEL
EDGING
GARAGE #10720
FF ELEV= 457.84
LAWN
n _
0
® Wm z
PL � O
rT1
2 -MB m
?8C(.11*NECT EXISTIJV0,03CDE
O
INSTALL SIDE SEWER STUB
PER STD. PLAN 406.1
LOCATION APPROXIMATE
MA Y BE REVISED /N FIELD
GARAGE #10724
2'x1' BOXWOOD
FF ELEV= 460.66
HEDGE
- CONCRETE
BLOCK WALL
LAWN O
� WM �
�®
M B
IF
'WEIR (SEE CONSTRUCT/- "' """WLIN = - - • ' -
FL
ATE$ ON SHT 3) coN c E TE
BLOCK WALL
�j
- �--w
1
i
GARAGE #10738
FF ELEV= 463.38 5' WOOD 7'x7' LAUREL
GARAGE #10730 FENCE HEDGE 1
FF ELEV= 463.14 RR TIE TOP OF PUNCH IN PLUG
4'x4' TIMBER 4'x6' WOOD LINE OF 8 GARAGE #10744
BORDER AT WEST 4 WOOD OUTLINE OF CLUSTERS OF EF ELEV= 463.48 MIXED SHRUBS/ MON I CASE
FENCE 2" MAPLES SMALL TREE •1 N= 16,9,032.05
EDGE OF ROCK ROCK GARDEN
E 1,303,127.20
RR TIE AT EAST GRAVEL - MB 11= EL EV_
EAST EDGE OF EDGE - , LAWN CONIC
; 88
0 461.80 VD
GRAVEL _ J B
SAWN o - 1c, CONCRETE l
WM � Wf� 8"PM 'I
771
CONIC ` GRAVEL MB o WV 0
pMB
MB
FL
---- - (� W LI N E
a w
-.--
... __
- I (n
W
MH #2
I
� � " ' Tri. -. -r^r r--*'-'• -' �-r-r r
.........
5 � �- 00
� T
LOWLIINE _ ...
---w-- -w----
- -W -� GA ^U WMA
� 8"SP
\` SE 165TH ST
� F L4LA IN Ems=- ... _- • • �
... - - ... IF, III- _ _
- __- -- - -vv
+--W -
---- - w+ 2 -WV
� U P
CONCRE
- �6„SP O
In 0 (D�
z
N
CID, � 0.6"x0.4'H
LAWN CONIC
CONIC WALL
r� STEPS
4'0x2'H ADS SMALL RHODY 0.5'x0.5' CO C
ROSE PLANTER HEDGE EDGING
HEDGE MAIN ENTRANCE 10'x4'
#1525 BASEMENT ARBORVITAE
FF ELEV= 459.50 #10725 ROCKERY
FF ELEV= 459.35
INSTALL SIDE SEWER STUB
PER STD. PLAN 406.1
LOCATION APPROXIMATE
MA Y BE REVISED IN FIELD
UP -
PWM LANDSCAPE
-1
TEMP
4'x4' TIMBER-/
BORDER AT WEST
EDGE OF GRAVEL 1
CONCRETE BLOCK
MAIN ENTRANCE 4'4' TIMBER PLANTER AROUND
VACANT LOT BORDERAT EAST
#10747 (UNDER TREES/SHRUBS
CONSTRUCTION) EDGEOF GRAVEL
FF ELEV= 466.41 MAIN ENTRANCE 1
FF ELEV= 466.14
I
I
WORK/NG HOURS:
PER SPECIAL PROVISIONS 1-08.0(2), THE NORMAL
WORK/NG HOURS FOR THIS CONTRACT SHALL BE
MONDA Y THRU FRIDA Y, 7:00 A. M. TO 4:00 P. M.
GRAVEL
SWM
UP GA
•QRS _
GRAVEL
...:.........;.......--;--.......;.....--•-;----.....;.......--;------•--;---------;-----------...;---------;..-------;--.......;.--------;---------------- -----;---------;---------;---------;--------
ALL EXISTING UTIL I T Y L OCA TIONS ARE APPROX/MATE
(SEE NOTE 2 OF "CONSTRUCTION NOTES" ON SHEET 3 ; ; ; w• ; ;
U W U W
Q
465 F-> F-> -465
.............................................................w.--...----....................................----....................-----------------.....................---................... cr ........ L �.........-------------..............................................................
F- W XW Xw
a Z Wcn Wcn
WQ - - - F-
� 3:_ - -
W W 0W Q W
Qvo W w ROAQWAY
w XTNG
460 x w ZU - .
:460
..............:.....•...:.................cn uj .................... ....... . ...... ............... ....--- --............----- ..................... ..'............... ..............................-------.......-----......
C-4 .. QO:f w �
Cp 00; ('� zW XW
Z Z Z _
: 1- �U�
~
; E_ > ; X W-
455 U' w w cn . MH #2 -455
----;----.....;.......--;---......;.........;. ...W v ... .............................;.........;....-----;---......;.........;........•;----...................... ..-•- ....................;.........;.........;......---;............................
N 169
51
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. E 11303 043.86 .
- VC 3,2% : INSTALL NEW 48" MH
325 �F OF 8 P : RIM= 463.331
450 JE 8" W = 456.00 - - 450 - -
....;-------..;.........;.........;.....---.;. ... 0;.........; ................................•---• ----.......;----.....;.........;.........;.........;.........;.........;.........;.........;.........;.........;-•.......;.........;.........;..................-;-------...........
MANHOLE#1 CONSTRUCT/ON SEQUENCE.- - - - - -
1) ; EXCAVATE TO LOCATE EX/ST/NG SANITARY
445 - ' AND STORM SEWERS AT PROPOSED - - -445 -
............................................... .................................................................................................................................................................................................................................................
64 LOCATION OF MANHOLE.
' - 2) : IF SUFFICIENT CLEARANCE EX/STS WITH - - - -
E :1, 302, 713.25 " ; STORM, INSTALL MANHOLE PER OPTION A
INSTALL NEW. 48 MH SEE MANHOLE #1 CONNECTION OPTIONS
- - -
RIM= 456.1 . (
....;....-----;-----....;.........;.........;........lE8"NW=445.531......;........................... DETAIL -SHLET3)...............................................................................................................................................................................
l 8" SE = 44��. 6331 ; 3) ; IF MANHOLE CAN NOT BE INSTALLED ON
lE 8" E =445.-6331 EX/STING SEWER, THEN LOCATE EX/ST/NG
SEE CONSTRUCTION = ; WATER AND GAS UTILITIES TO THE EAST
SEQUENCE NOTES : AND INSTALL MANHOLE #1 PER OPT/ON B
-•--;.........;.........;.........;.........;.---.....;.........;.........;.........;....-----;.........ATLOCATIQNTOBEAPPROVEDOY........;.........;.........;.........;.........;.........;.........;.........;.........;.........;.........;.........;......................................
OWNER.
4) : INSTALL REMAINING 8" PVC AS DESIGNED
oma
NO.
REVISION
1 " =20'
ONE INCH
AT FUM SCALE
F NOR ONE wxm
SCALE AOCORONGIY
VERrrA- NAVD 1988
HORIZONTAL: NAD 1983/1991
#DATU M
sa CITY OF APR 2011
RENTON SE 165th STREET
P,ann;n9,8u;,,;n9,Pub,;c Woks Dept. SANITARY SEWER EXTENSION °"`S_2
2 �3
�CLC3: LIwL]
F�
LLJ
z
w
Of
a-
W
Q
Z
W
CV
I
Z
O
U)
Z
W
X
W
Ir
W
3:
W
U)
Q
Z
Q
U)
LU
W
LO
(0
r
W
U)
PAY LIMIT
TE:)CKlt'%U QAr`I/Cil 1
6" OR 8" SDR 35 PVC SEWER PIPES
SEE DETAIL FOR STREET
RESTORATION REQUIREMENTS
BACKFILL MATERIAL SHALL BE
SELECT IMPORTED BACKFILL
PER SECTION 9-03.19 (SELECT BACKFILL)
OF THE SPECIAL PROVISIONS
NATIVE MATERIAL MAY BE USED AS
BACKFILL IF SUITABLE AS APPROVED BY
OWNER
TYPICAL TRENCH BEDDING AND BACKFILL
AIr1TCC.
PROPOSED 6" OR 8" SEWER PIPE
PIPE ZONE MATERIAL PER SECTION
9-03.12(3) GRAVEL BACKFILL FOR
PIPE ZONE BEDDING.
EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDATION MATERIAL
(IF NECESSARY) DEPTH AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SECTION 9-03.9(1) BALLAST
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM
DENSITY EXCEPT DIRECTLY OVER PIPE WHERE
COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS
TO ENSURE FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL
MATERIALS BEYOND PAY LIMIT OF TRENCH
SHALL BE INCLUDED WITHIN THE TRENCH
EXCAVATION SAFETY SYSTEMS BID ITEM.
NEW 8" PVC
EXIST
SIDE
SEWER*
OPTION A
INSTALL NEW MANHOLE ON
EXISTING 81, PVC
COUPLINGS AS REQUIRED
PAYMENT LIMIT OF PATCH
ASPHALT CONCRETE PAVEMENT
RESTORATION DETAIL
AIr1TCC•
X. ASPH. CONC.
PAVEMENT, TYP.
4" OF HMA (CLASS 211)
PATCH PAVING SHALL BE
DONE IN 2 - 2" LIFTS
6" CSTC
BACKFILL
(SEE BEDDING/BACKFILL DETAIL)
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED
PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY.
THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND
THE UNDISTURBED EDGE OF THE TRENCH.
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL
BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK.
4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE
ROADWAY AREA UNLESS APPROVED BY THE ENGINEER.
*APPROXIMATE LOCATION FOR RECONNECTING EXISTING SIDE SEWER
MANHOLE #1 CONNECTION OPTIONS
(SEE CONSTRUCTION SEQUENCE ON 5 �' wOR�s
PLAN & PROFILE) ��, As �-�-
23169
/ STERE
S�ONAL EN
/zI'Xor�3
NO.
7. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
8. RECONNECT EXISTING LIVE SIDE SEWER TO THE NEW SEWER MAIN USING
"FERNCO" OR APPROVED EQUAL COUPLINGS AND APPROPRIATE PIPE FITTINGS.
CAP / PLUG ABANDONED STUB NORTH SIDE OF EXCAVATION. THIS WORK SHALL
BE INCIDENTAL TO THE SEWER MAIN LINE AND/OR MANHOLE INSTALLATION.
REVISION
7'N
48" MH
54" MH
60" MH
STANDARD SANITARY MANHOLE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE -'El
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
tA'
CONSTRUCTION NOTES
tC,
1.
HORIZONTAL DATUM IS BASED ON MONUMENTATION AS SHOWN ON THE
N�A
6" MIN.
RESPECTIVE PLAN SHEETS.
d::
21 " I.D.
54"
PERMANENT
5.5 MIN.
VERTICAL DATUM IS NAVD'88 BASED ON CITY OF RENTON
WATER TIGHT
60"
CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS.
PLUG
42" MIN.
30" I.D.
2.
UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE
811-220
SHEET:E _:
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES.
BEND
NEW
3.
EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
450 WYE 8" PVC
PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION.
8 X 8 X 8
EXIST
4.
PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS
SIDE
OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS.
SEWER*
5.
INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES
OPTION B
WHERE CONFLICT OCCURS.
INSTALL NEW MANHOLE
6.
WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT,
EAST OF 8" PVC
INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE
FITTINGS & COUPLINGS
SEPARATION.
AS REQUIRED
*APPROXIMATE LOCATION FOR RECONNECTING EXISTING SIDE SEWER
MANHOLE #1 CONNECTION OPTIONS
(SEE CONSTRUCTION SEQUENCE ON 5 �' wOR�s
PLAN & PROFILE) ��, As �-�-
23169
/ STERE
S�ONAL EN
/zI'Xor�3
NO.
7. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
8. RECONNECT EXISTING LIVE SIDE SEWER TO THE NEW SEWER MAIN USING
"FERNCO" OR APPROVED EQUAL COUPLINGS AND APPROPRIATE PIPE FITTINGS.
CAP / PLUG ABANDONED STUB NORTH SIDE OF EXCAVATION. THIS WORK SHALL
BE INCIDENTAL TO THE SEWER MAIN LINE AND/OR MANHOLE INSTALLATION.
REVISION
7'N
48" MH
54" MH
60" MH
STANDARD SANITARY MANHOLE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE -'El
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
tA'
(B,
tC,
`D'
`E'
48"
6" MIN.
5"MIN
24" MIN.
21 " I.D.
54"
8" MIN.
5.5 MIN.
24" MIN.
24" I.D.
60"
T 8" MIN.
6" MIN.
42" MIN.
30" I.D.
MANHOLE NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION
OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO
CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER
MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST
PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS
OR APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SURVEYED:
STANTEC
SCALE:
N A
/
VERTICAL- NAVID 1988
HORIZONTAL- ONTAL- NAD 19 3/1991
�� �� \\ i
��
�- �- CITY OF
_
165th STREET
DATE
APR 2--15
DESIGNED:
MAB
Fl:
PAGE_
DRAWN:
MAB
ONE INCH
AT FULL SCALE
_RENTONSE
a
Planning/Building/Public Works Dept.
SANITARY SEWER EXTENSION
DRAYMG No:
s-3
CHECKED:
DMC
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
SHEET:E _:
3
w
Q
z
U
W
O
a_
N
ra
►�
3:
z
0
z
Lu
X
Lu
OC
Lu
Lu
OC
Q
z
Q
Lu
Lu
OC
L0
c0
T
Lu
/)
SE 165th STREET SANITARY SEWER EXTENSION
DRAWING INDEX
S -1 COVER, VICINITY MAP, INDEX OF DRAWINGS
S -2 SEWER PLAN AND PROFILE
S -3 MISCELLANEOUS DETAILS AND NOTES
PROJECT WWP -27 -03804
APRIL 2015
VICINITY MAP
CONTACT INFORMATION
CITY OF RENTON PROJECT MANAGER
MICHAEL BENOIT (425) 430 -7206
CITY OF RENTON WASTEWATER MANAGER
DAVID CHRISTENSEN (425) 430 -7212
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98057
INTERSECTION OF SE 165th ST & 108th AVE SE
MONUMENT IN CASE
N = 169, 032.05
E = 113031127.20
ELEV = 461.80 NAVD88
SE 165th ST (AKA S 28th ST) WEST OF HIGH AVE S
MONUMENT IN CASE
N = 1691018.52
E = 113021677.13
ELEV = 453.06 NAVD88
SURVEYED: SCALE: UAIL;
HORIZONTAL: NAD D1983/1991 �� _ APR 2015
AS -BUILT SEPTEMBER 2015 DESIGNEDMAB NJ c •• CITY o� FIELDBOOK:
DRAWN: � RENTON S E 165th STREET PAGE:
W AS-BUILT INFORMATION PROVIDED BY LANKTREE LAND SURVEYING INC. 1 AS -BUILT MAB 11/15 CHECKED: AT FULLINSCALE uuuu M Planning /Building /Public Works Dept. SANITARY SEWER EXTENSION DRAWING.— 1
1 IF NOT ONE INCH
zNO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OR 3
S-380404 Sl l3e0141011
N
b
A
i
LLI
Z
0 Z
w z
Lu
X
Lu
rr
Lu
Lu
vJ
Q
Z
Q
Lu
Lu
rr
Ln
T
�Lu
VJ
GROUND AT
FOUNDATION OF
SPLIT LEVEL
HOUSE- BASEMENT 12'x7'
FLOOR 3' BELOW ARBOR VITAE
EE ELEV= 453.98 HEDGE
BRICK
SSMH 2'x12' METAL ADR EDGING
RIM= 453.66 IE CRAG W- 452.84
IE 6" N 445.26 LAWN
IE 8" SE-
445.J6 ®A\
IE 8" W- 445.06 AREA OF PL
RAISED BEDS
RS _
.�F
CB WM
RIM- 453.41
IE 8 "PVC E= 451 .61 CONCRETE S 1 CO CRETE
IE 12 "ADS SE- 448 \1 \ \ R
IE 12 "ADS NW- 448.61 UBP EIT s � UBP
CONCRETE._
PADS - - - - -- - - - - -- --
�__ \x A
-W
I
VERTICAL--
CONCRETE CURB \ �l
WITH V GUTTER
\ so \
SD - - -- SD \ \ \ 1
_- -T
TOP BRASS DISC
CONCRETE MON IN CASE f
N = 169,018.52 x�
E = 1,302,67.3 CONCRETE GV CONCRETE
ELEV = 453.06 NAVD 88 VERTICAL
CONCRETE CURB
WITH V GUTTER -TN \ER RS \ \
CONSTRUCTION \ \ \\
CB \
RIM- 453.22 ............
IE 12 "ADS NW- 448.12 \
IE 12 "ADS SE- 448.12 \\
IE 12 "ADS W- 448.12 CB A y
RIM- 454.44
IE 12 "ADS NW- 449.44
IE 6 "PVC SW- 450.14 \
4'x4' TIMBER
BORDER AT EAST
EDGE GRAVEL
GARAGE #10720
EE ELEV= 457.84
SSCO °-
IM= 457.61'
?E--453.99'
k.'3' LT
-MB m
WEjR (SEE CONSTRUCTION -7-
I TES ON SHT3) 1!
JJ
7- 312LF8 "PVC
GARAGE #10724
2'x1' BOXWOOD FF ELEV- 460.66
HEDGE
SSCO
- CONCRETE RIM= 460.05'
BLOCK WALL IE= 456.69'
30.8' LT
LAWN _.
ti WM l,`"N
I
I
SSCO GARAGE #10738
RIM = 461.08' FF ELEV= 463.38 5' WOOD 7'x7' LAUREL
I E= 456.72' FENCE
31.8' LT GARAGE #10730 HEDGE
EE ELEV= 463.14 RR TIE
4'x4' TIMBER 4'x6' WOOD LINE OF 8 GARAGE #10744 TOP OF PUNCH IN PLUG
ORDER AT WEST 4' WOOD OUTLINE OF CLUSTERS OF FF ELEV- 463.48 MIXED SHRUBS/ CONCRETE MON I CASE
EDGE OF ROCK FENCE ROCK GARDEN SMALL TREE N= 169,032.05
2" MAPLE SSCO I E 1,303,127.20
RR TIE AT EAST GRAVEL SSCO - �' RIM= 463.05' FMB E EV =`, 461.80 AVID 88
EDGE IM =464.2 ' AWN If' °
EAST EDGE OF IE =460.1 ' fr _ , _ I CONC IE379.6T NMBN l
GRAVEL % 25.6' L _
SAWN I - 7
WM CONCRETE
W I I 8 "PM } f l
_._._. CONC I Ij _.1 WV 0
OMB GRAVEL MBo
ivi OMB I /// -- F \WLINE
4.
/// N
r;�'
F \WUNE
f r MH #2
c0N BETE
B L K WALL
* SANITA EWER s'
r
SE 165TH ST�
... � .. � v� SIN E � ... • ,
\ ... t �LOWLINE -- --
l VW - -- W V
- W--- `' -W - - -- If SUP
G _ ' X1V B j
- r - -W_= W - \
7 `' ' SSCO
-W - -W l GA U/G V�WM 2 _
FE PWM ;- RIM- 463.95, ___._._.SSCO
f CONCRErTE� 8 "SP __••, j TEMP ' IE= 459.70' RIM= 46'3:78'
I /` I E= 459.23'
\� r A RIM= 59 320 \ RIA= 0461.5T 4'x4' 2TI M B ER 20.1' RT
ON ' IE= 456.84'
� ''� IE= 455.1T 0.6' x0.4'H BORDER AT WEST
LAWN - 21.3' RT..' " VONC 21.4' RT EDGE OF GRAVEL
STEPS CONC WALL
MAIN ENTRANCE 4' 4' TIMBER
4'Ex2'H ADS SMALL RHODY 0.5'x0.5' CO C VACANT LOT
PLANTER #10747 (UNDER BORDE AT EAST
ROSE HEDGE EDGING CONSTRUCTION) EDGE F GRAVEL
HEDGE MAIN ENTRANCE 10'x4' FE ELEV- 466.41
#1525 BASEMENT ARBORVITAE
EE ELEV= 459.50 #10725
EE ELEV- 459.35 ROCKERY
LANDSCAPE
MAIN ENTRANCE
FF ELEV= 466.14
u A
LLJ ll.
U) t.
. . .
. . .�
le
. . . .
...............................
. . . .
Ld
1N
>
. . . .
. . .
w
. . .�
.
. . . .
. . . .
ALL EXISTING UTILITYLOCATIONSAREAPPRO.XIMATE
00
CD
0
�-
'GRAVEL
a
W
_�ij
-W4
��WM
=L
2-WV I
;'UP GA
4D-
ERs
t• U P
\
: Z �
_
1
GRAVEL
i
I
CONCRETE BLOCK
)TREES/SHRUBS
PLANTER AROUND
WORKING HOURS.
PER SPECIAL PROVISIONS 1- 08.0(2), THE NORMAL
WORKING HOURS FOR THIS CONTRACT SHALL BE
MONDAY THRU FR /DAY, 7:00 A. M. TO 4:00 P.M.
........................................................................................................................................................................................................................................................................
. . . .
. . .
. . .�
.
. . . .
...............................
. . . .
. . . .
. . .
w
. . .�
.
. . . .
. . . .
ALL EXISTING UTILITYLOCATIONSAREAPPRO.XIMATE
CD
(SEE NOTE 2 OF "'CONSTRUCTION NOTES" ON SHEET 3
Q
: Z �
z �
465
.465
........................... ..............................
............................................... or ... ...............................
w
................... ...............................
CD W
v) .......
x W
.....................................................
X W
...............................
Ld
< Q
ZC�
5;
WN
W(n
3:
w
�
.
aw Q
X' w
w cn
w
<:
cn LLu 0 w > XISTING ROAOWAY
E
460
cn.�
o
x w z v cn
a �.........
460
o.
....................... ...... ...................
�..w� V)5 xw
W (n
..................................
...............................
................................................
...............................
N
Q ^ C� W X W
Z
Z
455
F_
X
F
X
z'
c~n .
> x w
- w w cn
-
. MH #2
.455
Ld
bi
.................................... ...............................
w
..................
...........
169, 023.69
E 1, 303, 042.06
' 3,2%
INSTALL NEW 48" MH
8" PVC pVC
312 LF OF 8
: RIM= 463.55
450
...................... ...............................
....................
............................... .... ...........................................................................................................................................
/E 8" W = 455.77
.450
...............................
0
0'
1E6 "E =45.5.85
MA /HOLE #> CONSTRUCT /ON SEQUENCE.
1) : EXCAVATE TO LOCATE EXISTING SANITARY
445
AND STORM SEWERS AT PROPOSED
.445
.............................. ...............................
........................................................................................................................................................
M 1. : LLOOCATITIO�N OF MANHOLE.
...............................
2) F e669-TGT EA RA s ir-E w,9 T-8 � w qR i
CONNECT TO
E 1, 302, 725.89
'
EXIST 8 „
INSTALL NEW 48" MH
....................................
WITH .8 x 8' WYE ...........................
RIM= 453.58 ............................... -T- .............................................................................................................................................
............................... .
1E = 445.58±
lE 8" W = 445.73 3) IF MANHOLE CAN NOT BE INSTALLED ON
lE 8" NE = 445.90 (PLUGGED) EXISTING SEWER, THEN LOCATE EXISTING
JE 8" F = 445.80 WATER AND GAS UTILITIES TO THE EAST
(SEE MH #1 CONNECT /ON AND INSTALL MANHOLE #1 PER OPTION B
. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . .
. . .
. . . .DETAIL,.SHEET3 : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . AT LOCATION 'TO REAPPROVED BY
. . .
. . .
. . .
.
. . . .
. . . . . . . .
. . . .
OWNER.
4) : INSTALL REMAIN /NG 8" PVC AS DESIGNED
AS -BUILT SEPTEMBER, 2015
AS -BUILT INFORMATION PROVIDED BY LANKTREE LAND SURVEYING INC.
1
W NO.
J
m
1:111101
REVISION
SURVEYED:
Stantec
DESIGNED:
MAB
DRAWN:
MAB
IAB 11/15 CHECKED:
BY DATE APPR APPROVELH
DATE:
APR 2015
SE 165th STREET FIELDBOOK:
PAGE:
SANITARY SEWER EXTENSION DRAWING NO:
S -2
SHEET: OF:
2 3
S 11-D 0 F) A F) 0
_00L) Ljo
Ld
a
z
U
W
0
a-
N
0�
Z
0
Z
LLI
X
LLI
rr
LLI
LLI
rr
Q
Z
Q
LLI
LLI
rr
L0
Cfl
T
LLI
Cn
PAY LIMIT
TRENCH BACKFILL
6'
a a
SEE DETAIL FOR STREET
RESTORATION REQUIREMENTS
BACKFILL MATERIAL SHALL BE
SELECT IMPORTED BACKFILL
PER SECTION 9 -03.19 (SELECT BACKFILL)
OF THE SPECIAL PROVISIONS
NATIVE MATERIAL MAY BE USED AS
BACKFILL IF SUITABLE AS APPROVED BY
OWNER
6" OR 8" SDR 35 PVC SEWER PIPES
TYPICAL TRENCH BEDDING AND BACKFILL
A I -% T r f'\ _
PROPOSED 6" OR 8" SEWER PIPE
PIPE ZONE MATERIAL PER SECTION
9- 03.12(3) GRAVEL BACKFILL FOR
PIPE ZONE BEDDING.
EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDATION MATERIAL
(IF NECESSARY) DEPTH AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SECTION 9- 03.9(1) BALLAST
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM
DENSITY EXCEPT DIRECTLY OVER PIPE WHERE
COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS
TO ENSURE FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL
MATERIALS BEYOND PAY LIMIT OF TRENCH
SHALL BE INCLUDED WITHIN THE TRENCH
EXCAVATION SAFETY SYSTEMS BID ITEM.
INSTALL NEW MANHOLE ON
EXISTING 8" PVC
COUPLINGS AS REQUIRED
SAWCUT FINAL
JOINT TYP.
EACH SIDE
w I�Tr
12" \
TYP TRENCH
(SEE DETAILS)
PAY LIMIT OF TRENCH
PAYMENT LIMIT OF PATCH
ASPHALT CONCRETE PAVEMENT
RESTORATION DETAIL
EX. ASPH. CONIC.
PAVEMENT, TYP.
4" OF HMA (CLASS-!")
PATCH PAVING SHALL BE
DONE IN 2 - 2" LIFTS
6" CSTC
BACKFILL
(SEE BEDDING /BACKFILL DETAIL)
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED
PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY.
THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF V BEYOND
THE UNDISTURBED EDGE OF THE TRENCH.
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL
BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK.
4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE
ROADWAY AREA UNLESS APPROVED BY THE ENGINEER.
CONSTRUCTION NOTES
�N
`D'
`E'
48"
1.
HORIZONTAL DATUM IS BASED ON MONUMENTATION AS SHOWN ON THE
�A
21" I.D.
RESPECTIVE PLAN SHEETS.
8" MIN.
5.5" MIN.
24" MIN.
PERMANENT
60"
VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON
n WATER TIGHT
42" MIN.
CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS.
PLUG
d
2.
a.
8'1-220
a
BEND
NEW
d
EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
450 WYE 8" PVC
PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION.
a.
EXIST
4.
PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS
SIDE
OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS.
SEWER*
40
a a
SEE DETAIL FOR STREET
RESTORATION REQUIREMENTS
BACKFILL MATERIAL SHALL BE
SELECT IMPORTED BACKFILL
PER SECTION 9 -03.19 (SELECT BACKFILL)
OF THE SPECIAL PROVISIONS
NATIVE MATERIAL MAY BE USED AS
BACKFILL IF SUITABLE AS APPROVED BY
OWNER
6" OR 8" SDR 35 PVC SEWER PIPES
TYPICAL TRENCH BEDDING AND BACKFILL
A I -% T r f'\ _
PROPOSED 6" OR 8" SEWER PIPE
PIPE ZONE MATERIAL PER SECTION
9- 03.12(3) GRAVEL BACKFILL FOR
PIPE ZONE BEDDING.
EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDATION MATERIAL
(IF NECESSARY) DEPTH AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SECTION 9- 03.9(1) BALLAST
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM
DENSITY EXCEPT DIRECTLY OVER PIPE WHERE
COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS
TO ENSURE FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL
MATERIALS BEYOND PAY LIMIT OF TRENCH
SHALL BE INCLUDED WITHIN THE TRENCH
EXCAVATION SAFETY SYSTEMS BID ITEM.
INSTALL NEW MANHOLE ON
EXISTING 8" PVC
COUPLINGS AS REQUIRED
SAWCUT FINAL
JOINT TYP.
EACH SIDE
w I�Tr
12" \
TYP TRENCH
(SEE DETAILS)
PAY LIMIT OF TRENCH
PAYMENT LIMIT OF PATCH
ASPHALT CONCRETE PAVEMENT
RESTORATION DETAIL
EX. ASPH. CONIC.
PAVEMENT, TYP.
4" OF HMA (CLASS-!")
PATCH PAVING SHALL BE
DONE IN 2 - 2" LIFTS
6" CSTC
BACKFILL
(SEE BEDDING /BACKFILL DETAIL)
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED
PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY.
THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF V BEYOND
THE UNDISTURBED EDGE OF THE TRENCH.
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL
BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK.
4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE
ROADWAY AREA UNLESS APPROVED BY THE ENGINEER.
*APPROXIMATE LOCATION FOR RECONNECTING EXISTING SIDE SEWER
MANHOLE #1 CONNECTION OPTIONS
(SEE CONSTRUCTION SEQUENCE ON
PLAN & PROFILE)
7. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
8. RECONNECT EXISTING LIVE SIDE SEWER TO THE NEW SEWER MAIN USING
"FERNCO" OR APPROVED EQUAL COUPLINGS AND APPROPRIATE PIPE FITTINGS.
CAP / PLUG ABANDONED STUB NORTH SIDE OF EXCAVATION. THIS WORK SHALL
BE INCIDENTAL TO THE SEWER MAIN LINE AND /OR MANHOLE INSTALLATION.
7'N
L
T
48" M H
54" M H
60" MH
STANDARD SANITARY MANHOLE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER-POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE -'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
`A'
CONSTRUCTION NOTES
�N
`D'
`E'
48"
1.
HORIZONTAL DATUM IS BASED ON MONUMENTATION AS SHOWN ON THE
�A
21" I.D.
RESPECTIVE PLAN SHEETS.
8" MIN.
5.5" MIN.
24" MIN.
PERMANENT
60"
VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON
n WATER TIGHT
42" MIN.
CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS.
PLUG
2.
UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE
8'1-220
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES.
BEND
NEW
3.
EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
450 WYE 8" PVC
PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION.
8 X 8 X 8
EXIST
4.
PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS
SIDE
OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS.
SEWER*
5.
INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES
OPTION B
WHERE CONFLICT OCCURS.
INSTALL NEW MANHOLE
6.
WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT,
EAST OF 8" PVC
INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE
FITTINGS & COUPLINGS
SEPARATION.
AS REQUIRED
*APPROXIMATE LOCATION FOR RECONNECTING EXISTING SIDE SEWER
MANHOLE #1 CONNECTION OPTIONS
(SEE CONSTRUCTION SEQUENCE ON
PLAN & PROFILE)
7. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
8. RECONNECT EXISTING LIVE SIDE SEWER TO THE NEW SEWER MAIN USING
"FERNCO" OR APPROVED EQUAL COUPLINGS AND APPROPRIATE PIPE FITTINGS.
CAP / PLUG ABANDONED STUB NORTH SIDE OF EXCAVATION. THIS WORK SHALL
BE INCIDENTAL TO THE SEWER MAIN LINE AND /OR MANHOLE INSTALLATION.
7'N
L
T
48" M H
54" M H
60" MH
STANDARD SANITARY MANHOLE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER-POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE -'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
`A'
`B'
`C'
`D'
`E'
48"
6" MIN.
5 "MIN
24" MIN.
21" I.D.
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.
MANHOLE NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION
OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO
CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER
MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST
PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS
OR APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SURVEYED: SCALE: uAlt:
STANTEC N A HORIZONTAL: ONNTIA�L:`NAD 1983/1991 C'r _ CITY O 1- APR 201 5
DESIGNED: / ��
AS -BUILT SEPTEMBER, 2015 D� MAB •� RENTON SE 165th STREET FlELDBOOK:
PAGE:
MAB ONE INCH e U M SANITARY SEWER EXTENSION DRAWINGS - 3
w AS -BUILT INFORMATION PROVIDED BY LANKTREE LAND SURVEYING INC. 1 AS -BUILT MAB 11/15 CHECKEDDMC AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: LH SCALE ACCORDINGLY SHEET: Z oF: 3
� S- 380406 ISI-13le101410131