HomeMy WebLinkAbout05D1838GREEN RIVER
Q
i
Q
LiJ
rK
x
a
N
0
i
0
0
N
0
0
U
0
0
iz
i
U
i
a
U
U
I
0
i
i
w
Q
z
0
z
Q
0
n,
Q
n
a
z
ry
w
U
W
0
o-
n
GREEN RIVER REHABILITATION PROJECT
KING COUNTY HOUSING AUTHORITY
GENERAL NOTES
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND
BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN
WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY
THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL
BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD
CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG
WITH A COPY OF THE APPROVED DEVELOPMENT PLANS.
4. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL
CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE
A MEETING.
5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS
CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS
OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD
UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND
FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED
CODE OF 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).
6. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING
MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY
BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK,
HAULING MAY BE LIMITED TO APPROPRIATE OFF—PEAK HOURS OR ALTERNATE ROUTES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS
PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED
FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY
FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES
AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS
OR NEGLIGENCE CONNECTED WITH THEM.
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 CIVIL ENGINEER.
9. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE
CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT.
NOTES
1. HORIZONTAL DATUM: ASSUMED
2. VERTICAL DATUM: CITY OF AUBURN (NAVD 88) PER CITY BENCHMARKS
3. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF "M" STREET SW BETWEEN FOUND MONUMENTS AT THE
INTERSECTION AT 12TH STREET SE AND AUBURN WAY S. THE BEARING
PROVIDED BY THE CITY OF AUBURN IS N 00°56'24"E.
4. PROPERTY LINES SHOWN ARE BASED ONLY UPON ASSESSORS
RECORDS. PROPERTY LINE ADJUSTMENTS OR OTHER DOCUMENTS
RELATING TO THE TRUE LOCATION OF THE PROPERTY LINES
WOULD BE DISCLOSED BY THE PROCUREMENT OF A CURRENT
TITLE REPORT AND RECORDED BOUNDARY SURVEY.
CONSTRUCTION SEQUENCE:
1. CALL FOR PRECONSTRUCTION CONFERENCE WITH THE CITY OF AUBURN.
2. VERIFY APPROVAL OF HAUL ROUTE.
3. INSTALL APPROVED TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES.
4• CALL 1-800-424-5555 2 DAYS BEFORE DIGGING.
5. CONSTRUCT PROJECT.
6. CALL CITY OF AUBURN FOR FINAL INSPECTION,
HOUSE NUMBER INDEX:
GREEN RIVER HOUSE ADDRESSES
634
1"
PLACE
SE
AUBURN,
WA
98002
636
"L"
PLACE
SE
AUBURN,
WA
98002
638
"L"
PLACE
SE
AUBURN,
WA
98002
640
"L"
PLACE
SE
AUBURN,
WA
98002
633
"L"
PLACE
SE
AUBURN,
WA
98002
635
"L"
PLACE
SE
AUBURN,
WA
98002
637
"L"
PLACE
SE
AUBURN,
WA
98002
613
"L"
PLACE
SE
AUBURN,
WA
98002
611
"L"
PLACE
SE
AUBURN,
WA
98002
609
"L"
PLACE
SE
AUBURN,
WA
98002
612
"L"
PLACE
SE
AUBURN,
WA
98002
610
"L"
PLACE
SE
AUBURN,
WA
98002
608
"L"
PLACE
SE
AUBURN,
WA
98002
606
"L"
PLACE
SE
AUBURN,
WA
98002
604
"L"
PLACE
SE
AUBURN,
WA
98002
1104
6TH ST SE AUBURN, WA 98002
1106
6TH ST SE AUBURN, WA 98002
1108
6TH ST SE AUBURN,
WA 98002
1110
6TH ST SE AUBURN,
WA 98002
1112
6TH ST SE AUBURN,
WA 98002
1114
6TH
ST SE AUBURN,
WA 98002
1116
6TH ST SE AUBURN,
WA 98002
614
"L"
PLACE
SE
AUBURN,
WA
98002
616
"L"
PLACE
SE
AUBURN,
WA
98002
618
"L"
PLACE
SE
AUBURN,
WA
98002
620
"L"
PLACE
SE
AUBURN,
WA
98002
622
"L"
PLACE
SE
AUBURN,
WA
98002
624
"L"
PLACE
SE
AUBURN,
WA
98002
626
"L"
PLACE
SE
AUBURN,
WA
98002
628
"L"
PLACE
SE
AUBURN,
WA
98002
630
"L"
PLACE
SE
AUBURN,
WA
98002
632
"L"
PLACE
SE
AUBURN,
WA
98002
PARCEL DESCRIPTION - GREEN RIVER
CHICAGO TITLE INSURANCE COMPANY — ORDER NO.: 1035157
PARCEL A:
THE NORTH 330 FEET OF THE EAST 330 FEET OF THE SOUTH 660 FEET OF GOVERNMENT
LOT 14, SECTION 18, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN
KING COUNTY, WASHINGTON;
EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY
DEED RECORDED UNDER RECORDING NUMBER 2749759.
THE SOUTH 330 FEET
OF THE EAST 330 FEET OF
GOVERNMENT LOT
14, SECTION 18,
TOWNSHIP 21 NORTH,
RANGE 5 EAST, WILLAMETTE
MERIDIAN, IN KING
COUNTY, WASHINGTON;
EXCEPT THE EAST 30
FEET THEREOF CONVEYED TO
KING COUNTY FOR ROAD PURPOSES
BY DEED RECORDED UNDER
RECORDING NUMBER 2749759;
ALSO
EXCEPT THAT PORTION
THEREOF CONVEYED TO THE
CITY OF AUBURN
FOR "L" STREET
SOUTHEAST AND "M" STREET SOUTHEAST BY DEED
RECORDED UNDER
RECORDING NUMBER
7304030425.
UNDERGROUND UTILITIES SHOWN BASED ON FIELD EVIDENCE, UTILITY LOCATION
MARKS PROVIDED BY APS INC. (425-313-1034) AND AVAILABLE UTILITY
DRAWINGS. CTS ENGINEERS INC. CAN NOT GUARANTEE THE ACCURACY OF
UNDERGROUND UTILITY LOCATIONS. PRIOR TO CONSTRUCTION CALL
1-800-454-5555 FOR VERIFICATION OF UNDERGROUND UTILITY LOCATIONS.
NOTE:
PROPERTY LINES SHOWN ARE BASED ONLY UPON ASSESSORS
RECORDS, PROPERTY LINE ADJUSTMENTS OR OTHER DOCUMENTS
RELATING TO THE TRUE LOCATION OF THE PROPERTY LINES
WOULD BE DISCLOSED BY THE PROCUREMENT OF A CURRENT
TITLE REPORT AND A RECORDED BOUNDARY SURVEY.
PORTION OF SW 1/4 OF SE 1/4 SECA8, T.21, R.5 W.M.
& NE 1/4 OF NE 1/4 SEC.19, T.21, R,5 W.M.
VICINITY MAP
SHEET INDEX:
C1
CIVIL
TITLE
SHEET
C2
NOTES
C3
GREEN
RIVER
UTILITIES PLAN
C4
GREEN
RIVER
SANITARY SEWER PROFILE
C5
GREEN
RIVER
PAVING PLAN
C6
SECTIONS
AND DETAILS
C7
SECTIONS
AND DETAILS
SV1
GREEN
RIVER
TOPOGRAPHIC SURVEY
OWNER: KING COUNTY HOUSING AUTHORITY
600 ANDOVER PARK W.
SEATTLE, WA. 98188
PH: (206) 574-1217
ARCHITECT: CNJA ARCHITECTS
2722 COLBY AVE., SUITE 607
EVERETT, WA. 98201
PH: (425) 259-1560
CIVIL: CTS ENGINEERS, INC.
1412 112TH AVE. N.E., SUITE 102
BELLEVUE , WA. 98004
PH: (425) 455-7622
Record Drawing Certification
These drawings conform to the Contractor's construction
records.
By:
Title/Position:
Confirmed by City:
Date:
Date:
GREEN RIVER
LOCATION
PROJECT REF: GRA04-0013
These plans are approved for conformance with the
City of Auburn's Engineering Division requirements.
CP 7/7/04
Approved By:j0_.P1qwU!z.
Date Approved: 7
17/O
Chutrh Ni kercean Jansen A,s:s ackde.w
2722 Colby Avenue, Suite 607
Everett, Washington 98201
Telephone. 425 259-1560
Fax: 425 252-7697
C-cs
MWW*rs, /nc.
1412-112th Avenue N.E. Suite 102
Bellevue, Washington 98004 (425) 455-7622
pROC
IV of WAs$
Off,GI STEg�
�Ss10NAL��
EXPIRES: 10/29/2005
Ir
•
�s
•
SHEET TITLE
CIVIL TITLE SHEET
IDATE APRIL 15, 2004
CNJA J05 NO, 04001
51 TE GR I
SHEET
SHEET I OF 8
n
0
0
N
0
0
CV
0
U
0
cV
U
0
CD
iz
I
/
U
U
0
i
lil
Q
z
CD
z
Q
Y
a-
Q
n
J
a
z
ry
W
U
w
0
SANITARY SEWER CONSTRUCTION NOTES
ABBREVIATIONS:
1.
NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL NEW CONSTRUCTION
CB
CATCH BASIN
GV
GAS VALVE
IS FINISHED, TESTED. CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER
SSCO
SEWER CLEANOUT
GA
GUY ANCHOR
SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL TV INSPECTION AND PRESSURE
TR
TELEPHONE RISER
TESTING SHALL BE IN PRESENCE OF A CITY OF AUBURN INSPECTOR. CONTRACTOR SHALL BE
FH
FIRE HYDRANT
RESPONSIBLE FOR ROUTING LIVE SEWER AROUND NEW CONSTRUCTION UNTIL CITY APPROVALS
LS
LIGHT STANDARD
PL
POWER POLE WITH LIGHT
ARE MADE.
PP
POWER POLE
PA
PLANTER AREA
PV
POWER VAULT
CID
CORRUGATED PIPE
2.
PRIOR TO ACCEPTANCE OF CONSTRUCTION CERTIFIED RECORD MYLAR CONSTRUCTION DRAWINGS
SDMH
STORM DRAIN MANHOLE
D/W
DRIVEWAY CUT
MUST BE PREPARED OF ALL PUBLIC SANITARY SEWER FACILITIES. (SEE SECTION 1-05.4(1)
SSMH
SANITARY SEWER MANHOLE
NF
NORTH FACE
IN THE DEVELOPMENT PROJECT SPECIFICATION).
TT
TELEPHONE VAULT
SF
SOUTH FACE
WF
WEST FACE
3.
ALL SIDE SEWERS SHALL HAVE SLOPE OF 1 % OR MORE.
WV
WATER VALVE
EF
EAST FACE
ICV
IRRIGATION CONTROL VALVE
S.Y.
SQUARE YARDS
4.
FOR TRENCH IN UNPAVED AREA SEE DETAILS 3/C9 AND 4/C9.
WCR
WHEEL CHAIR RAMP
STD, DET.
CITY OF AUBURN
TMH
TELEPHONE MANHOLE
STANDARD DETAILS
5.
FOR TRENCH IN PAVED AREA SEE STANDARD DETAILS TRAFFIC-02 AND TRAFFIC-03 AS APPLICABLE.
EJB
ELECTRICAL JUNCTION BOX
STD. PLAN
STANDARD PLAN FROM
PP/TR
POWER POLE WITH TRANSFORMER
WSDOT/ARWA STANDARD PLANS
6.
BASED ON AVAILABLE RECORDS, EXISTING GAS DISTRIBUTION SYSTEM PIPES ARE 2" DIA.
PTL
POWER POLE W/ TRANS & LIGHT
FOR ROAD BRIDGE AND MUNICIPAL
WM
WATER METER
CONSTRUCTION.
7.
BASED ON AVAILABLE RECORDS, EXISTING WATER MAIN PIPE IS 6" DIA. OTHER PIPES IN WATER
WV
WATER VALVE
C.I.
CAST IRON PIPE
DISTRIBUTION SYSTEM VARY IN SIZE FROM 3", 2", 12", 14", 1" TO 4"
Q
FOUND MON IN CASE
V.T.
VITRIFIED TILE
(AS NOTED)
WATER MAIN CONSTRUCTION NOTES
LEGEND:
PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF
•: REBAR W/CAP
LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED IN
'
0 FON PIPE OR RR SPIKE
""
0
HAND; HOLE
ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION,
t ! IP s 'TASK
ID
ryaK NAIL
O
IRRIA f [ON CONTROL
VALVE
ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES 42 .
( �HA,P�ir_RS
FOR CLOTHES' -
PIV
�
P sT INDICATOR VALVE
�
❑ CATCH BASIN/CURB INI ET
O
SPRINKLER HEAD
ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH
CLEAN OUT
TRAFFIC CONTROL
CABINET
(12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCH (12").
SIN POST
I'
POWER VAULT
t STORM DRAIN MANHOLE
JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE
ELECTRICAL MANHOLE
CAI ABI-7 -\., MANHOLE
T I
TELEPHONE VAUL,
EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING
'
(D SANITARY SEWER MANHOLE
vAU`I TY ;,N KnOA^;
TO AMERICAN NATIONAL STANDARD A-21.11.
(D TELEPHONE.. MANHOLE
t
"ETAL P{ ,LE
PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING
WATER MANHOLE
0 MANHOLE. (-TYPE UNKNOWN;'
'
Ci
L-
-o-
ME' :AL POI y,f
WOODPOLE
�A °.i,, 4E
AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI
WATER METED
M WATER VALVE
W00)D POLE W/LUMINAIRE
SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION.-
FIRE HYDRANT
DOWN C;,_I.Y
E2 GAS MILETEP
ROCK `,FALL
HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE
G;1 GAs, VALVE
` „
PROCEDURE FOR WATER—PERSSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF
�:VLRTr C;_', vfF R?�—'
TELEr HO v"t RISER
y
_ _ET _
kEt.IJ: Ilk ER1-%�_�
AWWA C 600, EXCEPT AS MODIFIED HERIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT
IS CARI 1, S`R
.._,�
NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER
TE TELEPHONE BOOTH
TREE, DECIDUOUS,
THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING
SF?RUB
AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS
TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI.
--
POWER (AERIAL ,I
STORM DRAIN
DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO
T , ;-�; ";: F `AERIAL;
FIBER uf'=IC
THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS
OF AWWA C 601.
CABLE TV (AERIAL)
GAS
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS
POWER/TEL/CABLE (AERIAL)
SEWER
FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION.
IP
INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER
POWER UNDERGROUND)
W
CITY OF AUBURN STANDARD DETAILS NUMBERS WATER-13, 14, 15 AND 16. SERVICES SHALL
UT
WATER
BE A MINIMUM 1 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS.
TELEPHONE (UNDERGROUND)
AERIAL
UTILITY 'WIRES
RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90° BENDS, AND SPECIAL
CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL
WATER-01.
ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM
RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND SHALL STAND
PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES
(18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN
36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS.
ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL
GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH CITY OF AUBURN'S
STANDARD DETAIL NO. STFG-1.
BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE
INSTALLED PER THE CITY OF AUBURN'S DETAILS.
THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND
INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR.
STREET OR PARING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET
(15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY.
Record Drawing Certification
These drawings conform to the Contractor's construction
records.
Bv:
Title/Position:
Confirmed by City:
Date:
Date:
PROJECT REF: GRA04-0013
These plans are approved for conformance with the
City of Auburn's Engineering Division requirements.
0
Approved By: )0_4 'whit
Date Approved: 7%7%0�
Church Nickerson Jansen AssrocWes
2722 Colby Avenue, Suite 807
Everett, WasWngton 98201
Telephone: 425 259-1560
Fax; 425 252-7597
C-cs
Enpineem M&
1412-112th Avenue N.E. Suite 102
Bellevue, Washington 98004 (425) 455-7622
pROC
1' 0Y Ilds�
1* '— v
��
EXPIRES: 10/29/2005
aim
5NEET TITLE
NOTES
DATE APRIL 15, 2004
CNJA JOB NO. 04001
SITE
GR
SHEET
C2
5NEET 2 OF 6
nem i?
0
I
0
0
N
Co
0
U
0
0
/
iv
I
a�
a�
a
U
U
I
0
i
/
W
Q
'Z^
V
Z
ry
0
Q
J
Q
z
w
U
W
0
ry
c r ,. Q 1- 0 r
CB RIM ELEV=95.41
E 8„C0NC (S,-=-92.4C
6' I H C HAINLINK
r `'
EXIST. CO -�
T REMAINS
= >
_.
I
co �--
iTt
0 -1 C (7 0
v
T 0 .
l= z _ z
-
C
V
> _
C
v i X v
v i v
v v i
('�.r1RIf I'll Ir�Ir3 lr\ A' i_ih-11
DASHED WHIT
S S
1 "NilEiAL SIGN
LOADING ZC)NE
RIM ELIEV96-51
5=u.uu, i
IE I ( UUNU (N)—�5 / . i D
i s: r t1n11 fCl=SR7 Q
SANITARY SEWER LEGEND
SEWER MAIN CO •
SIDE SEWER
e
�0 R CLUT-H IAC" K S
TV 0 `,
: Ins F-3 to
MSTREET S.E.
r
W' LCNi CURB
1'C,(_I1FER
C:JNC CURB
W;' ,'QUITTER
BUILDING LEGEND
CLEANOUT BUILDING NUMBER 12/24 UNIT
9 NUMBER
CONIC. 1
. THRUST BLOCK 9
HOUSE ADDRESS
SDMH HIM ELE`,a`=93.00
tr "C' 1 1C ,i 9
l..RRI+\iiVi LLB. J['-.��{.2
SSMH RIP\ ELEv=94.?5
r '—ONfir'— 5.
IE 8'C0NC (N j=9U.45
!E v � `;-9I55
IE 6" CONC (S)-9 i .25
M
C
U
Z-
E,
li 1
Q0 U
(0
00
CONSTRUCTION NOTES
O CAP PIPE AT MAIN LINE AND ABANDON PER DPS 7-08.3(4).
O2 REMOVE EXISTING MANHOLE.
(�) NOT USED.
® INSTALL CLEANOUT PER DETAIL (TYP. EA. SIDE SEWER).
O CONNECT SANITARY SIDE SEWER TO SEWER MAIN W/ "T"
FITTING (TYP. EA SIDE SEWER).
INSTALL 6" PVC SDR 35 PIPE AT LOCATION SHOWN.
REPLACE EXISTING 6" DIA V.T. PIPE WITH 6" DIA PVC SDR 35
SIDE SEWER AT THE SAME LOCATION AS EXIST. PIPE AND
EXTEND TO THE SEWER MAIN. PROVIDE CO AT BUILDING.
O RELOCATE 6" DIA SIDE SEWER AS SHOWN.
Q INSTALL 6" DIA SIDE SEWER FOR BUILDING ADDITION AND
CONNECT TO SEWER MAIN DESIGNATED TO REMAIN.
10 CONNECT 6" SANITARY SIDE SEWER TO 4" WASTE LINE
OUTSIDE BUILDING. USE 4" TO 6" OFFSET PVC REDUCER.
11 ABANDON PIPE PER DPS 7-00.3 (4) AND REMOVE
CLEANOUT(S).
12 ABANDON ENTIRE EXIST. WATER DISTRIBUTION SYSTEM EXCEPT
FOR EXIST. 6" DIA. WATER MAIN DESIGNATED TO REMAIN.
13 NOT USED
14 INSTALL 4" DI WATER MAIN AT LOCATION SHOWN.
15 INSTALL DOUBLE CHECK VALVE ASSEMBLY 4" DIA. SEE STANDARD
DETAIL WATER 05A AND 05B WITHOUT POST INDICATOR VALVE
AND FIRE DEPT. CONNECTION.
16 INSTALL 1" DIA. POLYETHYLENE PIPE FOR DOMESTIC WATER
SERVICE TO EA. UNIT COORDINATE WITH MECHANICAL PLANS,TYP.
17 INSTALL CONC. DRYWELL AT EA. DOWNSPOUT AS SHOWN
IN DETAIL 7/C9. FOR DOWNSPOUT LOCATION SEE
ARCHITECTURAL PLANS, 64 TOTAL. CONC. SPLASH BLOCK
IS PART OF BASIC BID, DRYWELL IS PART OF ALT. BID #2
18 REPLACE EXIST. WASHER SIDE SEWER WITH PVC PIPE OF
SAME SIZE. PROVIDE CO. AT BUILDING.
19 REPLACE EXIST. 6" DIA. V.T. PIPE WITH 6" DIA. PVC PIPE AT
SAME LOCATION AS EXIST. PIPE.
20 REMOVE ALL EXIST. CLEANOUTS ON SANITARY LINES TO 1'-6"
BELOW GROUND AND CAP
21 WATER LINE CROSSES BELOW SANITARY SEWER.
22 VERIFY EXISTENCE OF THIS WATER LINE.
23 EXTEND EXISTING WATER LINE AND CONNECT TO 4" DI WITH TEE.
SSMH SCHEDULE TYPE I, 48" DIA.
MARK
STATUS
STA.
E
6" INV.
IN
6" INV.
IN
6" INV.
OUT
DIA.
810-54
ADD
2+80.00
95.25
91.90(S)
91.90(N)
91.80(W)
48"
810-81
ADD
11 +68.00
95.08
-
91.98(S)
91.98(W)
48"
20 10 0 20 40
SCALE: 1 " = 20'
GENERAL NOTES:
1. COORDINATE INSTALLATION OF UTILITIES WITH PHASING PLANS,
SEE A-01.
2. EXISTING UNDERGROUND STORAGE TANKS AT EACH UNIT ARE
TO REMAIN UNDISTURBED, SEE ORIGINAL PLANS FOR LOCATION.
Record Drawing Certification
These drawings conform to the Contractor's construction
records.
By:
Title/Position:
Confirmed by City:
Date:
Date:
PROJECT REF: GRA04-0013
These plans are approved for conformance with the
City of Auburn's Engineering Division requirements.
C P 7/7/04
Approved By:
Date Approved: %�7/,ji�
CAS
Enomeers, km
1412-112th Avenue N.E. Suits 102
Bellevue, Washington 98004 (425) 455-7822
1PROC�I
lip
®•� �GISTER�'� � �j
��SIaNAL �GS jlr/�L
EXPRE& i
CD
Z
W
W
cc
SHEET TITLE
CiREEN RIVER
UTILITIES PLAN
IPATE APRIL 15, 2004
CNJA J05 NO. 04001
GR
51TE
SHEET
C3
SHEET 3 OF 8
OS 7
PROJECT: TERMINAL PARK
DRAWING NAME: P:\W4-10-C1\Cadd\Green_River\W0410C4.DWG Jul 06, 2004 - 11:58am XREFS: Stamp -pp
O
r+
K
n
(D
CD
�
O
co 0
a0
rn
Q
cn
�-
O
o
�
�' g
0 N
o
3 ,
fl
o
0 Z3
s
n
0
0
o
m
cn
cn�
0
0
c
U
o
(D
;;a
CD
CD
°
a
o
m
o
CO��
(D
d
m
rn
DcL]
�-0
C)
o
('Dh
'
V
?.
0
o
I
�1
o
O
VI
W
O -+r
Z3 O
3
� 4
4 �' CD
(D
�j3
�(D r
J � �
= Z
rrI m
rrI rn
0 G)
44b
h foo
0
m
m
m
z
z
M
m
m
0
7n
r
m
95.9
cn
0
®
cA
M
1a
O
O
M
rn
70
F
rn
z
-4
(p
m
iR
m
>
70
m
rn
N
r
0
m
x
00
a
D
CL CLEANOUT
STA 21 +46.04 STA 21 +50.(�p_._____,__
3
E INV. EL. 92.74 4
I
STA 21 +29.1 6
(�I
INV. EL. 93.0
I
i
(
6 PVC I
i
i
i I
I
I
STA 20+90.96 1
I
I
E
S INV. EL. 92.85
6" PVC I
i
00
a
I
I STA 20+69.71
INV. E4. 92.78 E
o
6„ PVC ?
s
_.,
i
I
f
......iG
Y
I
INV. L. 92.58 t {
6" Pvc
I
; I
'
X
t
N
�!
3
N
�
I
I
}
s
STA 20+8.44 z €
I
INV. EL. 92.43 E
I ........,
__..__ _n.. _»_____,._,w_._w____
_. -
_____
_..__._. _-�
E6" PVC EXIST CONNECTION 6" V330 6" PVC
d
(0 JIH LUtUV.VU -
0) C7
O
70
U
c
C
GI
0
O
7
_4
z
A
m o
o
m
M
0
7n
r
m
O
O
95.4
95.3
94.8
94.4
93.9
93.8
94.1
94.1
94.6
94.7
94.8
95.2
,........ .._........... .... w._......._ ._ .__ .......... .._..__w� .»____ ..._ r L CLWOUT
STk 5+46.00
..............INV EL 93 21
i
II I
3 TA 4+23.00 l
co
__ ._. _._.EL. 93.11
Q_
PVC
I ' 1
� I I
' STA 4+85.00
i
I f l i l NV. EL 92.92
i I
? ' STA 4+68.23
Isl
INV. ;E� L. 92.83 i
s 6M
r ......
+ PVC
STA
i
NV. +4L. 92.73
PVCI
8TA 4+32.00 3
I i INV. EL. 92.65 I
!" PVC
STA, 4+ 12.00
I I INVL EL. 92.55 t
PVC
STA STA 3+9� 3.21
j INV. Eli. 92.46 Y
' I 6" PVC
,_ _. ;u___ __._._ STA 374.74
1 I I INV. R. 92.36
6„ PVC
I_._.------ , . ...._...� _ 4..<.. ._,._ ,.._..... STA 3±55 14w
A i 1
i
l i JI INV. Eli. 92.27
_ .__..._. 6"
PW
I igo
I ' I
III <
i [ � I ! I
I I STA 3+ 12.03
INV. Elf. 92.07
6„ PVq
m I I {
STA2�99,,49_ �
I INV. EL. 91.99 i
;III I
I I 6" PV�
I H 810-54
I
...___------
._W_.
IA 2+80.00
!p I ( I F I
f i i i I r
1 i
I I i
'• rrl m i a
I �
II F I
r
�_ II z
' r l m
t I
21
� 1 1
II i E
i I
i I
i
l
I t-i �
r-
TI m k, f
-�+ o I I I STA 1 +69.52
o I I X INV. EL. 91.34 INV. EL. 91.35
N o $ f V)' 6" PVC 6 PVC
n '
I ST 1 +49.54 j
Z I' INV. EL. 91.25
m ; i I 6" PVC
X
I
t I 1
1-t-
' INV. EL. 91.10
STA 1 �F 13.81
j
I INV. EL. 91.07 6 PVC
6" PVC
I STA 1 +3 54'
INV EL. 91.,02
j E
? I I y I STA 0+86.05'
- 1 E
X F INV. EL 90.93 C
STA 0+67.06 � r
1 �
I? 1 INV. EL.' 90.�4
6 PVC
I E
4-1
INV. M. 90.78 '»
s ,
6" PVC
I
1
�_. ,_
STA' 0+35.39 i
INV.I EL. 90.67
I 6" PVC
STA 0+20.04
t
y
C)I 6" lPVC
I I
t o
E i 9 f i
r m � I
I STA 0+00.0011
,_T_--
z� co co INV. EL. 90.32
8" PVC O
rn o
r
Z
m
NO. DATE REVISION 57
I 01/06/04 PERMIT SET- MYLARS P.P
GREEN RIVER HOUSING PROJECT
AUBURN, WASFIMlGTON
m
a
�N
r
m�.
N
:1�
o co
ID!r
I 0
ty
m I
to
I �
OVi -.
NN
�•
C.,ONC CURB
W/" CGUTTER
a_
CD
V)
0
N
I
n
0
d-
Q
i
Q
E
n
tri
Ljj
ry
x
I
0
0
N
0
Ln
U
O
0
iz
i
U
U
I
0
I
i
w
Q
z
U
z
Q
ry
ry
n
Q
z_
ry
w
U
W
0
ry
n
CB RIM ELEV=95.41
IE B"CONC (S)=92.46
6'H;G1-1 CHAIINHLINK
— 1
t-1 Fl A IJ- r'i imri Ln A' i it^i i
1 "METAL SIGN
"LOADING ZONE„
SSMH
11
RIM ELEV= 96.51
SSMH #310- 65
PIKA F 1 FV=G; i n
CONC. CURB
; � !As `c
20 10 0 20 40
SCALE: 1 " = 20'
GDMH RIM ELEV=93.00
1L_ l_' U',. .- \,., .
E 6"CONC (S) =90.75
CB RIM ELEV =94.�3
IF 6"CONC tSE--92.5/
JiviM fCilVi
LLLV —:a-r.
IE
6" C NC
(W)=91.25
IE
6"C'ONC.
�Nj=90.45
E
8 I`ir
f M=9v.55
t.
C C %0 N fu
l_
i 'J i- u
BA31C BU CQ%11W110N NOTED
(D CLEAN AND RESEAL EXP. JOINTS. R MOVE TRIPPING HAZARD BY
GRINDING DOWN PROJECTIONS OVER IN HEIGHT. TOTAL LENGTH
OF JOINTS IS 366LF. SEE DETAIL 1 C10.
�2 ROUT CRACKS IN CONCRETE SLAB AND SEAL.
OF CRACKS IS 265LF. SEE DETAIL 2/C10.
TOTAL LENGTH
O3 REMOVE AND REPLACE CONCRETE SLAB, SEE SCHEDULE BELOW
AND DETAIL 3/10.
4 APPLY SEAL COAT (FOG SEAL) TO ENTIRE A.C. PAVEMENT.
STRIPE PARKING STALLS W/4" WIDE PAINT STRIPES TO MATCH
EXIST. LAYOUT. INCLUDING HANDICAP SYMBOLS.
O5 REMOVE CONCRETE ENTRY SLAB INCLUDING CMU WALL.
SAWCUT FULL DEPTH. FOR EXTENT OF PROPOSED CONC. SLAB,
SEE ARCH. PLANS AND DETAIL 5/C10.
(DINSTALL WHEELCHAIR RAMP PER STANDARD DETAIL STSW-4A.
REMOVE EXISTING SIDEWALK AND RESTORE LAWN
4" OF TOPSOIL AND SEED
INSTALL 4" CONC. SIDEWALK PER DETAIL 5/C10
LAI.1: �:I►T;N1 = ►•
REMOVE EXIST. A.C. PAVEMENT AND RECONSTRUCT, SEE
SCHEDULE BELOW AND DETAIL 9/C9.
Record Drawing Certification
These drawings conform to the Contractor's construction
records.
By:
Title/Position:
Confirmed by City:
Date:
NUM
O
SIDEWALK, WALKWAYS & CURB
RECONSTRUCTION AND REPAIR SCHEDULE
1
REPLACE
PANEL
5' x 4'
2
REPLACE
PANEL
6' x 3'
3
REPLACE
PANEL
5' x 3'
4
REPLACE
PANEL
5' x 4'
5
REPLACE
PANEL
10' x 5'
6
REPLACE
PANEL
10' x 5'
7
REPLACE
PANEL
15' x 3'
8
REPLACE
PANEL
4' x 4'
9
REPLACE
PANEL
9' x 3'
10
REPLACE
PANEL
20' x 4'
11
REPLACE
PANEL
7' x 4'
12
REPLACE
PANEL
4' x 3'
13
REPLACE
PANEL
7'-7" x 3'
14
REPLACE
PANEL
5'-6" x 3'
15
REPLACE
PANEL
9' x 3'
16
REPLACE
PANEL
7' x 3'
17
REPLACE
PANEL
9' x 3'
18
REPLACE
PANEL
9" x 3'
19
REPLACE
PANEL
5' x 3'
201
REPLACE
PANEL
7' x 3'
NUM
X
A.C. PAVEMENT
RECONSTRUCTION SCHEDULE
Al
REPLACE
PAVEMENT
20'
x 20'
A2
REPLACE
PAVEMENT
30'
x 30'
A3
REPLACE
PAVEMENT
65'
x 16'
A4
REPLACE
PAVEMENT
7' x
10'
A5
REPLACE
PAVEMENT
15'
x 20'
A6
REPLACE
PAVEMENT
7' x
155'
PROJECT REF: GRA04-0012
These plans are approved for conformance with the
City of Auburn's Engineering Division requirements.
CP 7/-7/01
Approved By: )Q,CiYww _�J4
Date Approved: 77/7/014
Charck Nkkersou Jansen Associates
2722 Colby Aveal ve; Suite 607
Everett, Wa~on 98201
Telephone: 425 259-1560
Far: 425 252-7597
Ic-Cf;
Ena/it�,r�y Im
1412-112th Avenue N.E. Suite 102u Belleve, Washington 98004 (425) 455-7622
.f'"QDCXT��
I
V�lr.�e40;;0'19r_
EXPRES: 10
o
Z
W
W
(D
SHEET TITLE
GREEN RIVER
PAVING PLAN
DATE APRIL 15, 2004
CNJA JOS NO, 04001
51TE GR
SHEET
SHEET 0 OF 0
0
CID
0
0
N
0
U
0
U
0
0
/
ry
i
/
U
/
i
0
I
w
Q
z
U
z
Q
0
Y
ry
Q
w
J
Q
z
ry
w
U
w
0
o-
n
CAST IRON FRAME AND COVER
CONCRETE CLASS 3000
IN UNPAVED AREAS ONLY
FIBER JOINT PACKING
8" PIPE (MIN.)
4" PVC PIPE
- 45° EL
DIAMETER AS
SPECIFIED
c�� nnei�i ninr
NOTE: AS AN ALTERNATE CONTRACTOR
MAY USE STANDARD DETAIL SEWER-02
SCALE: NTS
10'
JOINT
6" MIN.
ETHA FOAM 220 2'-0" WIDE
AND FULL WIDTH OF TRENCH
WATER PIPE
EDGE EXISTING DIMENSION VARIES
PATIO SLAB
EXISTING F.G. --j
* CEMENT CONCRETE
PATIO REPLACEMENT
6" CSTC
PIPE
SAWCUT EXISTING
CONCRETE IF REQUIRED
TO INSTALL NEW PIPE
END OF EXIST.
HOUSE AND
SLAB
EXISTING 4" TO 6" CEMENT
CONCRETE PATIO SLAB
8" DIA.x3" HOLES @ 3'-0" O.C.
#3 BARS (SET IN EPDXY GROUT)
SANITARY SEWER LINE OR GAS TO HOUSE
* USE CLASS 3000 CEMENT CONCRETE AND
MATCH EXISTING SLAB THICKNESS AND FINISH
** USE THIS DETAIL ONLY WHEN PATIO INTERFERS WITH
INSTALLATION OF PROPOSED UTILITIES
10' ry
JOINT Q
o
SEWER PIPE i
PACK W/ SAND
4" WATER LINE
WATER LINE AND SEWER
SEPARATION SECTION
SCALE: NTS
EXIST. CONC. SIDEWALK
OR LANDSCAPING
■
SCALE: NTS
3" A.C. PAVEMENT
CONCRETE PATIO REPI APEMENT DETAIL
SCALE: NTS
EXISTING PAVEMENT
FILTER FABRIC
SEE STANDARD
DETAIL EROSION-04
GRATE
C.B. PROTECTION (PAVED AREAS) / s
SCALE: ors �s
6" COMPACTED CSTC
(ADD THICKNESS AS
REQ'D TO LEVEL OF
AC PAVEMENT)
STD. FRAME ANIn cROTF
m�
INLET
INV. EL. EXIST.
■
SCALE: NTS
DISTURBED AREA OUTSIDE OF HYDROSEED DISTURBED AREA OUTSIDE OF
TRENCH SHALL BE RESTORED AT TRENCH SHALL BE RESTORED AT
CONTRACTOR'S EXPENSE CONTRACTOR'S EXPENSE
TOPSOIL 6" MIN.
EXIST. GRADE
BACKFILL (COMPACT IN 12"
MAX LIFTS)
BEDDING
SANITARY SEWER, DEPTH
IP AS SHOWN ON PLANS
O.D.
DISTURBED AREA OUTSIDE OF HYDROSEED
TRENCH SHALL BE RESTORED AT
CONTRACTOR'S EXPENSE
01
DISTURBED AREA OUTSIDE OF
TRENCH SHALL BE RESTORED AT
CONTRACTOR'S EXPENSE
TOPSOIL 6" MIN.
EXIST. GRADE
BACKFILL (COMPACT IN 12"
MAX LIFTS)
BEDDING
SANITARY SEWER, DEPTH
AS SHOWN ON PLANS
BEDDING
0
BEDDING
8" MIN.
8" MIN.
6" MIN.
6" MIN.
12" MAX.
12" MAX.
12" MAX.
12" MAX.
TRENCH NJ UNPAVED AREA — 8' PVC
SCALE: NTS
EXIST. CO
FLOOR
EXIST. F00
VI\YIVLL U/"11i1\I ILL
FOR DRYWELLS
(ALT. BID #2)
I 91MM � In R-Ogf, YAM
SCALE: NTS
EXIST. 90°
ELBOW
OUTLET
INV. EL. EXIST.
DOWNSPOUT
2'-0" LONG
CONC. SPLASH BLOCK
(BASIC BID)
OPEN GRATE (ALT. BID #2)
CONC. JUNCTION BOX
18"x18"x3'-0" W/0
BOTTOM (ALT. BID #2)
F111101006M, WE
TRENCH IN UNPAVED AREA - 6' PVC
SCALE: NTS
FINISH GRADE
z
O
CO
o
C11-4
�r-
0*±
FOR CONTINUATION
SEE MECH. PLANS
1 " SERVICE LINE SHALL BE
PERPENDICULAR TO THE WATER
MAIN UNLESS OTHERWISE APPROVED
BY THE ENGINEER. FOR OTHER
INFO. SEE CITY OF AUBURN
STANDARD DETAIL WATER-13
EXCLUDING METER INSTALLATION
TYP.1' DOMESTIC WATER CONNECTION
SCALE: NTS
Fy:
ng Certification
s conform to the Contractor's construction
Date:
City: Date:
PROJECT REF: GRA04-0013
These plans are approved for conformance with the
City of Auburn's Engineering Division requirements.
U 71-7101
Approved By: 04,n=�—�-
_
Date Approved: 7�z10
Church Nickerson Jansen As;snciute.s
2722 Colby Avenue, Suite 807
Everett, Washington 98201
Telephone: 425 259-1560
Fag. 425 252-7597
CrtS
Engineers, Inc
1412-112th Avenue N.E. Suite 102
Bellevue, Washington 98004 (425) 455-7622
pROC
1' of 'WASgt
13497 �cc,�
EXPIRES: 10/29/2005
H
V
W
O
a
Z
�
o
Z�
cI�
N
Oa
=3
z
W
>
t
Z
W
W
0
SHEET TITLE
SECTIONS AND DETAIL5
DATE APRIL 15, 2004
CNJA JOB NO. 04001
51TE
Ci R
SHEET
C 6
SHEET 6 OF 8
L.�
W
ry
X
E
a
LO
O
O
N
O
Y
Q
d
J
Q
Z_
ry
W
U
W
O
ry
n
a