HomeMy WebLinkAbout01D1619E
0
0692
SAN41ARY SEAR CONSTBUCTION NOTES
1. The location :of the side sewers shall be marked at the end of the line inside
property by a pressure treated 2 x 4, four feet (4') long buried in .the ground. a
distance of three feet (T). The lower end shall have a 2 x 4 cleat nailed to it to
prevent withdrawal of the stake. The exposed one foot (1') shall be painted traffic
yellow and the depth to the side sewer or tee shall be indicated in black paint on
the 2x4,
2. Contractor shall obtt in any necessary side sewer connection perm, its the City
of Auburn prior to construction.
3. Unless .otherwise approved, .the City of Augurs shall do all .connections to existing.
sewer amain with new tees. The-comractor steal be responsible for trench and
pavement excavation, pipe installation, baokfill and pavement restoration.
WATER MAIN Q0NSTRUCT0N1NQj S
1. The contractor shaft obtain ail .necessary water service connection permits from
the City of Auburn prior to construction.
Z, Installation of corporate stops, water service, lines and .meters shall be per City of
Auburn Standard Details numbers WASH! 1, 2. 3 and 5. Services shall be a
minimums 3l4 finch. The City of.Auburn will install the meters.
R.O.W. I - - -
EX. 6" SIDE SEWER
\ EX. EDGE PVMT.
S.W.1/4 of SECTION 8, TOWNSHIP 21 N., RANGE 5 E., W.M.
I`.' • I
I' •' . , IFUTURE HOUSEI
I..r A .
, •
a : ` MIN. F.F.E.. 60.(
1 '•. A •.1
l- ° L------A
(,o
BENCHMARK
RAILROAD SPIKE IN POWER POLE AT THE NORTH
SIDE OF 104th AVENUE SE, LAST POLE NORTH OF
8th STREET NE.
ELEVATION = 61.26 FT. (NGVD 29 VERT.)
(TBM 25-B, CITY OF AUBURN)
CITY OF AUBURN
VICINITY MAP
BY SEPARATE PERMIT '
/ I GENERAL CONSTRUCTION NOTES
�o
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
�-�--- ---- I 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION",
WATER SERVICE --j 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS
AND DEVELOPMENT PROJECT SPECIFICATIONS.
0693 - 4SSIE: 53. ' 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD CONSTRUCTION
5S DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH APPROVED DEVELOPMENT PLANS.
a° - 70 LF 6" PVC 1 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION
SAWCUT & PAVEMENT PATCH
PER KING COUNTY SPECS -\
EXIST. 16" D.I. - -
104th AVENUE SE. wA R MAIN W
- 1 -CL - - - I- - - I--GL -
0+00 0+50 1+00 W 1+50
REMOVE EXIST.
10" CAP & PLUG /EX. EDGE PVMT.
-TEt- - - - - - - - . - - - - - -
EX. DI ICH
EX. 10" PVC W W 303 IF 8" PVC ® 0.50X
O 0.28%
-- R.•OrW.
TR ® 0+18 x 2'
EXIST SSMH #611-48 (TYPE 1-48")
EMERALD POINTE STA. 11+31 (104 AVE. SE) (0+00=CL 8th ST. SE)
CONDOMINIUMS STA. 0+00, 28' RT.
64
�2
0568
_ Sg PROJECTS.
5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIAMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY
FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVSIONS OF CHAPTER 19.122 REVISED CODE OF
1 NEW WATER METER 3/4" WASHINGTON, (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL "ONE CALL" (1-800-424-5555)
FOR UTILITY LOCATIONS (WATER, SANITARY SEWER. STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION).
NEW TAP (PER CITY SPECS) 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS.
EX. EDGE PVMT.
- --TEL--- - - - - THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER
W IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION.
7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE
�-CA - r - RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE
3+00 CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY
SUFFERED BECAUSE OF CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM.
EX. EDGE PVMT. 8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A
WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL ENGINEER.
M EX. 8" STUB 9. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE AS NECESSARY TO REDUCE EMISSIONS AS A RESULT OF
TL ® 2+02 x 4' & PLUG CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE
TL 02+33 x 70' �� MUD DEPOSITED AS RESULT OF PROJECT CONSTRUCTION ACTIVITY.
10. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION
DRAWINGS" REQUIREMENT.
SSMH #611-49 (TYPE 1-48") 11. ALL MANHOLES, CATCH BASIN AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER 00
STA. 3+07, 23' RT. ASPHALT PAVING AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL No. STFG-1. ALL UTILITY CASTINGS
OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM.
12. ALL CONNECTIONS OF SDR 2111 OR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING PVC MANHOLE ADAPTERS
OR APPROVED EQUAL.
13. THE MAXIMUM LAYING LENGTHS SHALL NE EXCEED 12'6" FOR SDR 21 OR 35 PIPE.
14. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX
INCHES (6") MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL No. GEPT-3.
15. REFER TO AUBURN STANDARD EXCAVATION AND BACK FILL DETAIL No. GEPT-1, GEPT-2 AND GEPT-3 FOR
64 CONSTRUCTION PROCEDURES. r)
2+ 0
I
EXIST. GRADE
O SEWER
MAIN
62
62
60
60
58
58
56
56
SE
R-N- EA
" BOOT
USE "
OR-N-SEAL
BOOT
(v"
31DE 15EVWLR
EE
C6"SIDE
SEWER
TEE
6" SIDE
EWER TEE
® NE
CONNECTEO
Q I+O
�}e
®
56
54
54
► +93
2a�+
6
SIDE SEWER
E
8"SUB
O
O+W
& PL
G
-
160
L�
u G
O.5
•�
y
-
52
EX. 10"_
O 0.28%
50
150
0+00
EXIST SSMH #611-48 (TYPE 1-48"
STA. 11 +31 (104 AVE. SE) (0+00=CL 8th ST. SE)
STA. 0+00, 28' RT.
RIM EL.=62.03 +/-
I.E. 8"�N =51.58 (IN)
I.E. 10 {
05 (OUT)
1 +00
104th AVENUE SE.
SCALE: 1" = 20' HORZ.
SCALE: 1" = 2' VERT.
2+00 3+00
SSMH #611-49 (TYPE 1-48")
STA. 3+07, 23' RT.
RIM EL.-C'." ` i (MATCH EXIST. GRADE) W.9+�-
I.E. 8"�N�= 52.cO?
84
20
16. ALL IMPORTED PIPE TRENCH BACK FILL MATERIAL SHALL BE BANK RUN GRAVEL, PER SECTION 9-03.19.
17. PIPE TRENCH BACK FILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK
WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET.
18. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM
THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. 0
LEGAL DESCRIPTION
LOT 25, BLOCK 8 OF C.D. HILLMANS AUBURNDALE
DIVISION NO. 1, AS RECORDED IN VOLUME 13 OF PLATS
PAGE 62, AS RECORDED IN KING COUNTY, WASHINGTON.
ASSESSOR'S NO. 33394 0 - 0694
STREET ADDRESS: 31533 104th AVE. SE
AUBURN, WA. 98092
CONSTRUCTION SCHEDULE
1. BEGIN CONSTRUCTION ON AUGUST 7, OR LATER, AND AFTER
PRE -CONSTRUCTION 'MEETING WITH CITY INSPECTOR.
2. CONSTRUCTION STAKING AND TRAFFIC CONTROL PLAN
SUBMITTED TO CITY PRIOR TO CONSTUCTION.
3. BEGIN AT EXISTING MH #611-48, MAKE CONNECTION
AND PLUG UNTIL APPROVAL RECEIVED FROM INSPECTOR.
4. INSTALL SEWER MAIN, SIDE SEWER STUBS AND
TERMINATION MAN HOLE.
5. SAWCUT ROAD, INSTALL SIDE SEWER AND PATCH ROAD.
ROAD TO BE FULLY OPEN DURING AM/PM RUSH HOURS.
6. PROJECT COMPLETION ON AUGUST 22 (APPROX.)
GRAPHIC SCALE
0 10 20 40 8o
(IN FM )
i inch = 20 M
RECORD DRAWING CERTIFICATION
These drawings conform to the Contractor's
construction records.
B y.
Date: A 200
Title/position:
Comfirmed by City Date:
PROJECT REF: FAC 00 - 00 !$ 11710.0
These plans are approved for conformance with
the City of Auburn's Engineering Division
requirements.
Approved By:
Date Approved: $ 00
L,
E
0
REVISIONS:
1. 5/26/00 PER
CITY REVIEW JJJ
2. CHANGE 10
TO 8" 7 /30 /00
V
Z
W Cz Mko
W0_3"10
Z , ko
�,
4 � � e'►
O�
W
w Q
W
z
0
w -
r
Ez
`
l
r
7
ctv`Y� `1s
Cq
o�
o
acq
z
z
c4i
11,
J
d
a
Q
DATE:
3 25 0
SCALE:
1 "=20'H
1 "= 2'V
DESIGN BY: JJJ
DRWN. BY., JJJ
APP. BY:
FILE No.
SHEET
OF
OS11 OlfD16101