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C:> F= AUBURN
KING &PIERCE COUNTIES, WASHINGTON
BI- ANNUAL SANITARY SEWER REPAIR REPLACEMENT
CITY OFFICIALS
Peter B. L
Mayor
ewis
Dennis R. Dowdy, P.E.
Director of Public Works
Dennis L. Selle, P.E.
City Engineer
Assistant Director of Public Works
Robert E. Lee, III
Project Manager
WASHINGTON
PUBLIC WORKS DEPARTMENT
25 West Main Street
Auburn, Washington
PROJECT N0. CP0921
CONTRACT NO. 10 -02
VICINITY MAP
NOT TO SCALE
DRAWING INDEX:
SHEET 1
THIS SHEET
SHEET 2
GENERAL INFORMATION
SHEET 3
SITE 1 - AUBURN WAY SOUTH at 7th ST SE,
SEWER MAIN RELINING IN PLACE,
THIS PLAN SET, SHEETS to
PLAN and PROFILE, STA. 0 +00 to STA. 3 +00
SHEET 4
SITE 2 - On "D" ST SW, North of 3rd ST SW
Date:
STREET REPAIR AND SITE RESTORATION
CM21
PLAN A PROFILE, STA. 30 +00 to STA. 33 +50
SHEET 5
SITE 2 - On "D" ST SW, North of 3rd ST SW
SEWER MAIN REPLACEMENT,
PLAN A PROFILE, STA. 30 +00 to STA. 33 +50
SHEET 6
SITE 2 - On "D" ST SW, North of 3rd ST SW
Date:
WATER MAIN REPLACEMENT,
NUMBER
PLAN & PROFILE, STA. 30 +00 to STA. 33 +50
SHEET 7
SITE 3 - On Sewer Easement, From "H" ST SE
10-02
SEWER MAIN REPLACEMENT,
PLAN & PROFILE, STA. 40 +00 to STA. 41 +75
SHEET 8
SITE 4 (So) - On Sewer Easement, From 3rd ST SE
Date:
SEWER MAIN REPLACEMENT
PLAN & PROFILE STA. 50+00 to STA. 51+25
SHEET 9
SITE 4 (No) - On Sewer Easement, From E MAIN ST
SEWER MAIN REPLACEMENT
Date:
PLAN A PROFILE, STA. 55 +00 to STA. 56 +00
SHEET 10
SITE 5 - On Sewer Easement, From "K" ST NE
Date:
SEWER MAIN REPLACEMENT
OF 13
1
PLAN and PROFILE, STA. 60 +00 to STA. 62 +00
SHEET 11
SITE 5 - On Sewer Easement, From "K" ST NE
SEWER MAIN REPLACEMENT
PLAN and PROFILE, STA. 62 +00 to STA. 63 +80
SHEET 12
SITE 6 - On "L" ST NE, North of 1 st ST NE
SEWER MAIN SPOT REPAIR
PLAN and PROFILE, STA. 70 +00 to STA. 70 +50
SHEET 13
TYPICAL CROSS SECTIONS
0
CITY
x �
M Z
0 ' C
M
r
X
30
0 M
M
Z
x
CITY OF
AUBURN APPROVALS
PROJECT
NUMBER
THIS PLAN SET, SHEETS to
11 , AR PROVED FOR CONSTRUCTION BY:
Date:
CM21
DENNIS SELLE, P.E., CITY ENGI
E
REVIEWED BY:
CONTRACT
Ingrid Gaub, P.E., Asst. City Engineer
Date:
NUMBER
Dan Repp, P.E., Utility Engineer
Date:
Q iZ
10-02
Robert Elwell, P.E., Sewer Utility Engineer
Date:
Cynthia Lamothe, P.E., Water Utility Engineer
Date:
Tim Carlaw, Storm Drainage Engineer
Date:
SHEET 7
Larry E. Dahl, Construction Manager
Date:
OF 13
1
Robert Lee, Project Engineer
Date:
No. I Date
X 214980-0136
3RD ST SE
�Vr T TREES
E 1299208.03
50+ DO cri N 27' 37'E SANITARY _�EWER
SS
CC
3RD ST SE
iK
zi
' RT.
5 00
- -
@6 1 F /
90-
THICKENED
Ex Sidewalk / Driveway
EX Utility Easement (SSVVGr)
THIS SHEET.
RHODDY
BUSH
"XI 'x"
214980-0125
SE"NER MH NO.
NEW SEWER Md,
R ST SE
Ex-
_3102(-_o
TREE
TREES
223 392040-0055
R ST SE
R ST SE
90
90-
New HMAReD8ir
Ex Sidewalk / Driveway
EX Utility Easement (SSVVGr)
Restored Sewer Easement
SE"NER MH NO.
NEW SEWER Md,
Ex-
_3102(-_o
E
74.1
N
NEW RIM ELEV
85.40
MH NO. 810-29
EX. SEWER
<
EX.
GRADE
00
un
(SERVICE LT.)
Cn
IFI
EX 6
DR M
82
82-
DRIVI CB
80
80-
EX. STORM MH
DI
SERVICE
LT
74-
74
STA.
51+13
A
51+65
72.00 49+50 50+00 50+50 51+00 51+50 52+00 52+25
Revision | DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION
These drawings conform 0mthe
Contractor's construction records.
� Drawn By: Date
0 FL
C) W Constr* Inri In
BY DATE
Designed HLR 02/04/2010
Reviewed REL 02/01/2012
Approved IMG 05/06/2012
SCALE: Hor1^=20'
Vmr 1^=2'
ONE INCH
AS DRAWN
M.
WA
NV
10NAL '5 100
CONSTRUCTION NOTES:
Surface ��
`�N� ���� ����� ���N�
�������� U�������=�����
MATCH EX
ROADWAY REPAIR TO FLOW LINE
MATCH EXISTING OR LOCAllON/
| VARIES
MIN 4" HK�A GRADE ' '~e�� VARYFS
MATCH EX.r7, | O'
SAW CUT AND REMOVE EXISTING A.C. PAVEMENT OR CEMENT
^~ CONCRETE FLAT WORK' EXTENT OF REMOVAL AS INDICATED OR
AS DIRECTED BY THE ENGINEER.
REMOVE E%|5llNG G*ASS SOD, IF IT EXISTS. RESOD AFTER SEWER
LINE TRENCH RESTORATION. IF NO S{}O IS PRESENT RESTORE AS
WELL, PER SPECIAL PROVISIONS OR AS DIRECTED BY THE
ENGINEER.
REMOVE EXISTING TREE/SHRUB WITHIN THE SEWER EASEMENT/
`—'
CONSTRUCTION ZONE AS DIRECTED BY THE ENGINEER.
INSTALL NEW HK4A PAVEMENT ROADWAY REPAIR PER SECTION
`—^
DETAIL 3HOVVN, OR PER CITY OF AUBURN STANDARD DETAILS
TRAFF|C-02 OR TRAFF|C—OJ' IF NO SECTION DETAIL IS PROVIDED.
hn\
RESTORE EX SEWER EASEMENT WITH A MINIMUM OF 4"
COMPACTED TOP SO|L, TYPE A.
Water
\l/ REPLACE EXISTING 3/4' WATER SERVICE WITH NEW WATER METER
-- AND 1~ D|A. SERVICE LINE, PER PROJECT DETAIL WATER-13o AND
CITY OF AUBURN STANDARD DETAIL WATER-16. RECONNECT
EXISTING HOME SERVICE LINE AFTER THE NEW SHUT OFF VALVE.
TEE LOCATION AT WATER MAIN AS INDICATED, AND METER BOX
LOCATION AS SPECIFIED.
Sewer
��
< i�INSTALL NEW SANITARY SEWER PIPE. TYPE, SIZE, LENGTH, - AND SLOPE AS SPECIFIED. COST OF EXISTING PIPE REMOVAL
IS INCIDENTAL TO COST OF NEW PIPE.
INSTALL NEW TEE AND RECONNECT EXISTING ACTIVE SANITARY
SEWER SERVICE. INSTALL PRIVATE SANITARY SEWER CLEAN
OUT PER CITY OF AUBURN STANDARD DETAIL SEVVER-02.
LOCATION AS SPECIFIED.
�\
CONSTRUCT NEW CHANNELS AT EXISTING MANHOLE AFTER
REPLACEMENT OF EXISTING PIPE CONNECTION AS DIRECTED
BY THE ENGINEER.
INSTALL NEW MANHOLE WITH NEW PIPE INVERT CHANNELS
AS REQUIRED. LOCA7lON, TYPE, AND SIZE AS SPECIFIED.
��
�u�'ABANOON EXISTING MANHOLE. REMOVE FRAME, LID, AND TOP
~/ SECTION TO 4' BELOW FINISH SUBGRADE DEPTH, PULVERIZE
BASE SLAB AND FILL REMAINING MANHOLE 3ECT|ON/3\ WITH
COMPACTED NEW GRAVEL BORROW.
�ux '
� o K���
PUBLIC WORKS DEPARTMENT
��� Main �����
���� ������� o�o���U� ��unm�x�u
Auburn, Washington
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v��u`�uuux-w��u���-v
LEGEND:
New HMAReD8ir
Ex Sidewalk / Driveway
EX Utility Easement (SSVVGr)
Restored Sewer Easement
REVIEWED BY:
�V'r �k
Project Mariager
(eZoristructiot Manager
THICKENED EDGE
CURB DETAIL
Not to 3oo|o
BURIED UTILITIES mAREA
PLEASE CALL BEFORE YOU DIG
PROJECT
131-ANNUAL SANITARY SEWER NUMBER
REPAIR & REPLACEMENT CP0921
CONTRACT
SITE 4 (So) - On Sewer Easement From 3rd ST SE NUMBER
SEWER MAIN REPLACEMENT 10-02_
SHEET 8
PLAN and PROFILE, STA. 50+00 to STA. 51+25 OF 13
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EX 15' WIDE
1/2 OF 15' WIDE SAN. SEWER
EX. 60' R.O.W.
SAN. SEWER EASEMENT
EASEMENT
„ 30' NEW CURB
4 MIN. HMA CL. B, AND GUTTER
n a
OR MATCH EX., 20'f
WHICHEVER IS COMPACTED
VARIES, 2.5'----Ni--- � 7.5� VARIES, 2.5'---o--
I 6.5' 4" MIN. HMA CL. B, a 6 5,
OR MATCH EX., >,
i THICKER. VARIES, 4" TOP SOIL
I NEW CROWN 6' -g'f REPAIRED
COMPACTED TYPE A. ;
I LOCATION AT 3' SIDEWALK IN '
WHICHEVER IS THICKER. 4 I t 4 MIN. TOP
I SOIL CL. A
4" TOP SOIL CENTERLINE SOME AREAS
TYPE A, TYP.
• • O L s
O•O 0 0 0 0 0 0 O O O 0 0 0 0 0 0 "O O°
NEW CURB - ° °
*3' MAX *3' MAX.
STORM
1 1
AND GUTTER ,- D o °oo AX ?o IMPORTED PIPE TRENCH
< o M - rn rn BACK FILL (IF REQUIRED)
REPAIRED U'_ y rn I z °° °°° ° ° °o° °g °a °g
1 �1
:.
< "" < IMPORTED PIPE TRENCH
SIDEWALK IN I v z 1 �" ` �1 cp m -I n °g° °g° ° ° °°
» rn m -i /� ° ° ° ° ° ° ° ° ° ° - cn = = 1 ° ° ° a °g C; + - '. -r
.. 1 ' 1 = l l 1 °O °O° ° °O° °°° °°° °°° 1 `• ° CO C° C OCOR 1 .y - ._
SOME AREAS 6 1 -1 /4 - _ ° ° ° ° ° °° ° ° ° ° ° ° °° _ .:
" P` ~ TM" ' ?
y r. m
� m BACK FILL (IF REQUIRED)
":, ..: m
I.'� z
0 cn n
MINUS CSB C o °; °o °; 8 °o°0 °g° .; ; ,
°o °u�o�e °o °pcococoo - �y 12"
cn
- =
A 4�����,N
2" OF 5/8" I I�
II
_ _ SELECT PIPE TRENCH r NEW 8" DIA.
N ° BACK FILL, 5/8" MINUS �? ° SEWER MAIN
-�
- *
MINUS CSTC * , �1 8' f PIPE FOUNDATION
8
I I
� CSTC , �
CA CA
(IF REQUIRED)
NEW 8"
NEW 8" DIA.
�
PIPE BEDDING,
WATER -- I;��. 5" SL � %�jER MAIN
* MAXIMUM DIMENSION FOR PAY QUANTITIES. PIPE BEDDING, TO BE ABANDONED
SEWER MAIN »
5/8 MINUS
- _ _ � CSTC
5/8" MINUS NEW 8"
12" 12"
CSTC SEWER
10' SEPARATION
*8'
PIPE FOUNDATION PIPE FOUNDATION
NOTE: �
*8,
(IF REQUIRED) (IF REQUIRED)
WATER TRENCH REPAIR MATERIALS ARE Street
* MAXIMUM DIMENSION FOR PAY QUANTITIES. * MAXIMUM DIMENSION FOR PAY QUANTITIES.
SIMILAR TO SEWER TRENCH REPAIR.
2 -A Trench Restoration
Sewer Easement
4,5,6 13 Not to Scale
Street Crossing
Trench Restoration 4_B Trench Restoration
4 -A
SITE 2 - "Dow ST. SW.
$ 13 Not to Scale
$ 13
Not to Scale
TYPICAL CROSS SECTION
SITE 4 (South) -
3rd ST. SE. / SANITARY SEWER EASEMENT
TYPICAL CROSS SECTIONS
Vacant
Viewport
k"
4 MIN. HMA CL B, OR
MATCH EX., WHICHEVER
EX 15 SEWER EASEMENT y, EXISTING
'` "^ CHURCH
IS THICKER, ALLEY AT
I BUILDING
PROTECT BLDG. X EAST END.
ENCROACHING (INSIDE) k'�
4" 5/8"
11' TYP t4ry
+ TEMP
x
R.O.W., STA 40 +35f TO
X
MINUS
FENCE
STA 40 +55t, LT. EX 12 WIDE CSTC
(869860 -0345 � ALLEY R.O.W.
F
F- I
f I i #x
I I �.
_
804 EX CHAIN
- -- -, -.:. .. „
4 MIN. TOP
vP R :`
E MAIN ST) i 10' WIDE NEW ��
GRAVEL ALLEY LINK FENCE
SOIL CL. A
G
*'
3 MAX.
FLOW LINE LOCATION, l
STA. 40 +41 TO �
STA 41+50 I k'
I 2.00'' EX 2" GAS *3' MAX m
<
� 1 I 1
f -.M - n
3.3'- 3.5 _8--l-TOR
�-
�m
rn z
_�_ Fr
- I_ rn
IMPORTED PIPE TRENCH
U! ° 1 BACK FILL (IF REQUIRED)
NEW 12" DIA.
STORM `,_; -j �— SELECT PIPE TRENCH _
OD _
BACK FILL, 5/8" MINUS <<
CSTC AT ROADWAY
-
IMPORTED PIPE
TRENCH BACK FILL CROSSING. M
(IF REQUIRED) AT
ALLEY.
*8 NEW 8" DIA.
12„
SEWER MAIN
* MAXIMUM DIMENSION FOR PAY QUANTITIES.
NEW 8"
5 SEWER PIPE FOUNDATION
TYP (IF REQUIRED)
Ailey
* 8'
Sewer Easement
3 -A Trench Restoration
Trench Restoration
7 13 Not to Scale
5 -A
10,11 13 Not to Scale
SITE 3 - ALLEY / "H" ST. SE.
SITE 5 - SAN. SEWER EASEEMNT
TYPICAL CROSS SECTION
From "W" ST NE
TYPICAL CROSS SECTION
BURIED UTILIMS IN AREA
PLEASE CALL BEFORE YOU DIG
811
No.
Date
ReVISIOn
DRAWN
TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION
BY DATE
REVIEWED BY: DATE:
BI -ANN UAL SANITARY SEWER
PROJECT
NUMBER
Designed
HLR
02/04/2010
��� c. c
ti��� of " "gaJ����
o
w
�A � # �IS 2� �4V �z
ssIONAL T. ��Y
CITY OF PUBLIC WORKS DEPARTMENTy
#> -
25 West Main Street
Auburn, Washington
WASHINGTON
P�rojecrlWnader
�r jZ,..,
onstructi Manager
REPAIR & REPLACEMENT
TYPICAL CROSS SECTIONS
CPO
z z
— o
o <
o
These drawings conform to the
Contractor's construction records.
D By: Date
f rC�
Con t cti on
Reviewed
REL
02/01/2012
CONTRACT
NUMBER
10 2
Approved
PP
IMG
os /os/2o12
SCALE: NONE
ASN�RAWN
SHEET 13
of 13
File: CP0921- Base_AAap.dwg
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