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I.E.•3121 IS' Sd El
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I.E. - 312.08(12' w) /
CONTRACTOR TO FIE h•
VERIFY EXISTING INV
PRIOR TO CONSTRUCTION
?
NOTIFY CITY IF DESCREPT-
ENCY EXISTS - RECHANNEL
10.
I
EXISTING MH AS REQUIRED
FOR FLOW LINE SOUTH
III0
CONSTRUCT D1.0 TSID A
JJJ
�
'
DROP CONNECTI6PE :��
(18' 1
APWA STD. PLAN/ #
I.E.-311.5602'W)
SANITARY( SEWER &
I.E. - 325.74 02' CONCJ
LE. - 325.75 02' CONC.
LE. - 325.57 (12' CONIC.
EXISTING SIGN POST
EHYDRANT
XISTING FIR120 CONC.�VERT
AS -BUILT
EQ. 12- W
iQA-
�E
---�---
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EX.
EX. 12' W
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—
--- —_ 124 W?7
-- ---- 10
it
—
--.
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--- ----�
Ex. EDGE OF PAVE
S.S.
�10
.,
r%)
T OF PA c
326
/
n
V,
9LF 6' S.S.
I'
34
(1459)
—
Y SEWER
EXISTING RIGHT OF WAY LINE
MANHOL #I
-
STA.
1.65,15' R.
CONSTRUCT ASPHALT APRON
AROUND NEW MANHOLE PER
DETAIL (SEE SHT. 3)
-CANTERBURY RIDGE
J BOX EX. FIRE HYD.-
IG RIGHT R1J=F WAY LINE 35389
112' CONIC.)
— — ,�Ih u: � u•
;�-�-r— - �-0 12th AS.E. o LL
tEXIST'IMG
OLE
WITH TRANSFORMER AND (II60)
LINES TO SOUTH d MN TARY
UNDERGROUND
LEGAL DESCRIPTION
_ LOT'13 OF C.D. HILLMANS AUBURNDALE DIVISION #1 AS RECORDED IN
VOLUME 13 OF PLATS ON PAGE 62, RECORDS OF KING COUNTY,
WASHINGTON. (4.04 ACRES MOREILESS)
d - - ,' -Y;• SURVEY DATA
:,
SITE
DATUM
;
I
C T OF AUBURN
B
9•
BENCHMARKS-
q
U TOP OF BRASS DISC MONUMENT (INCASED) AT THE INTERSECTION OF
S.E. 3121h STREET AND 116th AVENUE S.E., ELEVATION - 346.35.
"'
?
-: !-'2
2) TOP OF BRASS DISC MONUMENT (INCASED) AT THE INTRSECTION OF
_
•T'! ''',%` _�
S.E. 313th STREET AND 112th AVENUE S.E., ELEVATION - 356.5.
_
% ,4L�
�.
BASIS OF BEARING
/r
ASSUMED BEARING OF Nr86'55'37' W BETWEEN FOUND MONUMENTS
R.
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i r
31 co
m1
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wl
I y
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PLAN
SCALE: 1- - 30'
JrNr
CANTERBURY RIDGE
1 —
SEE SNT. 2 FOR CONTIN
(ASB)
(1161)
5 L.F. - 8" S.S. a SANITARY SEWER
0.005 FT/FT FOR MANHOLE #3
FUTURE EXTENSION. STA.7.19, 5' R.
INSTALL 8° PLUG
SAWCUT @ OF ROAD
REMOVE EXIT. ASPHALT
MATCH NEW ASPHALT PAVEMENT TO
EXIST. GRADE. TAR SEAL ALL EDGES
PER APWA STD. I SEE SECTION)
\ REMOVE EXISTING 12' PLUG
B LWOFF BSEXTEND •TO
\ SOUTH P/L WITH 12' DI
nc. J Box
TO BE RELOCATED
--LEGEN
360_EXISTING cDNrouRs
EXISTING RIGHT OF WAY LINE
— — — — — — — — EXISTING WATER
- __o_ EXISTING SANITARY SEWER
�1*— PROPOSED SANITARY SEWER
28 LIE =12'DI
TO SOUTH PIL
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�— X.J BOX
N N It
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�EX.
POWER •.�
POLE WI
�flAMSFOeII�g,,
�p � N —
P
AND (2) GUY
WILES (LINES "S.t NW
TO00
—_1
EXISTING
a7 vi1-rI
Ste. E. 313
5 L.F.-8" S.S. a 0.00
FT/FT FOR FUTURE..EX-
TENSION. INSTALL 8 KU
(1160)IS 2
(SEE SHEET I)
I 151.6
+54 LF 8' SANITARY
(SEE SHEET I)
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135 LF 8' SANITARY SEWER
(SEE SHEET I)
qr,
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I
28LF12'D.1.
9AAT?�
FOR LOCATIOP
SANITARY SEWER & WATER PLAN - CANTERBURY RIDGE
S. 880 25' 59" E. 829.90'
1
EXIST. J-BOX
CONNECT TO EXISTING
12' WATERMAIN WITH
REQUIRED FITTINGS
8 EXTEND TO SOUTH PIL
15
EXIST. J-BOX
EXIST. POWER POLE WITH
TRANSFORMER AND (2) GL
(LINES S, NW 8 UNDERGRC
IZ YLUU
I - SHACKLE ASSY.
1 - 2' BLOWOFF ASSY.
CONC. BLOCKING
nil
L
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(ASB)ol
M i o S.E. 313t� PL.(A H3�
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N
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1 2.0 B 511
ID STI
ia1.RTAI I / 8 LOCA'
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n
5
6 7
Uri
13
N. 86' 26' 00" W. 629.13'
O I I 10' SEPARATION z
(TYPICAL)
ASB N n
(AS
0
PLAN
SCALE 1 - 30'
r
v /
O
lR
EET 3)
10
NOTE:
CONTRACTOR SHALL CONSTRUCT NEW 8'
WATER MAIN UNDER NEW 12' STORM DRAIN-
AGE PIPE WHERE CONFLICTS OCCUR AND
PROVIDE 0.50 FT. CLEARANCE.
DE #; 4,54
M
1-
0
AS -BUILT
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1" 30' R
G
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3 #
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LEGND: m W
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— — 360- EXISTING CONTOURS
o O
INSTALL- 6 2 m ¢ w+ V
I-8' TEE (MJxFL) ` O EXISTING RIGHT OF WAY LINE N w a
2 LF 8" DI SPOOL
1-13' GATE VALVE (MJ) (E) Coo -------- EXISTING WATER N o
I-6' GATE VALVE (FLxMJ)( ) •1 P1 m
CONC. BLOCKING EXISTING SANITARY SEWER m o >
PROPOSED SANITARY SEWER < ¢ A
PROPOSED WATEREXISTING STORM DRAINAGET 10' EPARA 10
IT ICAL) INSTAL
1- '•6" TEE (MJ•FL) d m `
INSTALL 1-6' GATE VALVE (FL•MJ) 2
26 LF 6' D I EXTENSION
_
m
m
I - 8' PLUG
I - SHACKLE ASSY.
I - 2' BLOWOFF
CONC. BLOCKING0.
i
afA111931
-SPOOL fMJ)
1-5114' MVO HYD. ASSY.
CONC. BLOCKING
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ITA.
6•58, 6' RT.
II
III' MIN.
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1921
INSTALL 8' PLUG AND
N 9
C)
1-8' PLUG
STAKE FOR LOCATION
AND DEPTH
�`
O 0
I -SHACKLE ASSY.
I.E. - 406.90
010
1-2' BLOWOFF
CONC. BLOCKING
= 1VA m
7F1
c l 2 C F 3
809 D/I91
1.
SANITARY SEWER NOTES:
1. All workmanship and materials shall conform to the City of Auburn's requirements and
specifications.
2. Standard Specifications shall be 1981 'APWA as modified by thb City or Auburn.
3. A copy of these approved plans shall he on site during construction.
4. Prior to starting colnitrluciiun, the contractor shall call ONE -CALL (1-MO-424-5555) for', utility
locations (water, sanitary sewer, gas, power, telephone and Ielcyrsion).
5. Locations of existing utilities are approximate. It shall he the contractor's responsibility to
determine the true claations and locations so as to avoid damage or disturbance during
construction.
6. Existing pavement surfaces shall be sawcut full depth with straight, uniform edges. All joints
between the new and original pavement shall be painted with asphalt emulsion (CSS-1).
7. Electric and telephone lines shall tic in a trench with a minimum horizontal separation from
Other utilities (Sewer, water, storm) of 5 feel.
8. All construction surveying for extensions of public facilities shall he done under the direction of
a licensed land survt7r or a licensed professional civil engineer.
9. During construction, all public streets adjacent to this project shall he kept clean of all material
deposits resulting from on -site construction, w directed by the City.
10. Sewer lines shall be laid it, the grades and elevations shown on the drawings.
IL Side sewer shall be installed from the city sewer main to 5 feet beyond the property line and
shall be a minimum 6" in diameter with a 11.. minimum slope.
12. Side sewers shall be installed, where required by the engineer, using commercially manufactured
tees and shall he plugged with watertight plug. All joints shall be approved rubber gaskcled
joints. (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 fect long buried in the ground a distance of 3 feet. The lower
end shall have. a 2 x 4 cleat nailed to it to precem withdrawal of the stake. The exposed I fool
shall be pained traffic yellow and the depth to the side sewer or tee shall be indicated in black
paint on the 2 x 4.) In addition, the letter "S," 2 inches high, shall be neatly imprinted in the
top of the curb before the concrete hardens to designate the side sewer location.
13. Location of side sewers shown are approximate only and may he changed as required during
construction upon :mlhorization of city. Contractor shall notify engineer when exact locations
are determined.
14. Coco Iraclor shall obtain any necessary side sewer permits from the City of Auburn prior Io
construction.
15. II shall he The conlratiors responsibility to insure that no conflicts occur between sanitary sever
lines and proposed or existing storm lines prior to onnslruclion.
WATER NOTES:
I. All workmanship and materials shall conform to the City of Auburn requirements and
specifications.
2. Standard Specifications shall he 1931 APWA as modified by the City of Auburn.
3. A copy of these approved plans shall he on site during construction.
4. Prior to starting construction, the contractor shall call ONE -CALL (1-800-424-5555) for utility
locations (Waller, sanitary sewer, gas, power, telephone and television). '
S I.ocalions of existing utilities are approximate. II shall he the contractor's responsibility to
determine the true elevations and locations so as to avoid damage or disturbance during
Wnstruluon.
6. Existing : ement surface's shall be sawcut full depth with straight, undorm edges. All joints
between new and original pavement shall be painted with i,phalt emulsion (CSS-1).
7. Electric .,:IJ telephone lines shall be in a trench with a minimum horizontal separation from
other Intones (sewer, water, storm) of 5 feet.
8. All construction surveying for extensions of public facilities shall be done under the direction of
a licensed land surveyor or a licensed professional civil engineer.
9. During construction, all public streets adjacent to this project shall he kept dean of all material
deposits resulting from on site construction, as directed by the City.
10. Pipe for watcrmams shall be ductile Iron meeting ANSI Specifications A-21.51 of latest revisions
and shall be thickness Clo,. 52. Pipe shall be cement -lined, in accordance with ANSI
Specification A-21-4 of latest revision. -
it. All watermains shall have a minimum cover of 42 inches.
12. All vibes for waterlines shall be resilient wedge gate vthes.
13. Joints, except where otherwise required or shown on the drawings, shall he either mechanical
bolted type, or push -an rubber ring gasket type, conforming to American National Standard
A-21.11.
PIPE FITTINGS: Pipe linings shall be ductile iron and shall have the same kind of coating,
lining and strength as the pipe to which connected and shall conform In ANSI Specifications A-
21.10 and A-21.11 of latest revision.
14. HydroAtutic tests on the new pipe line shall be made in accordance with the "Procedure for
Water -Pressure Testing Water Lines" and the latest provisions (if AW WA C Wit, except as
modified herein. All equipment necessary to make the test shall be furnished by the contractor,
and the contractor shall conduct all tests under the supervision of the engineer. Pressure tests
shall he made on all piping and appurtenances installed under this contract, including all
connection to existing mains at a minimum test pressure, of 200 psi.
15. Disinfection of the new water system shall be required prior to connection to the existing water
lines and shall he in accordance with the latest provisions of AWWA C MI.
16. Installation of corporate stops, water services, lines and meters shall he per City of Auburn
standard details.
17. Services shall be 314' type K copper tubing and the City of Auburn to install water meters.
I& Blocking for vertical and horizontal heads shall he per City of Auburn standard details.
19. Fire hydrant assemblies shall conform to City of Auburn standard detail.
20. Contractor shall obtain any necessary water meter permits from the City of Auburn prior to
construction.
21. All valve boxes in public right-of-way or casements shall be adjusted to final grade after final
paving is complete.
NOTE'. 3�.uMETE d�- p
METER iSOX TO BE FOC TITS R PRO �
'fl-v RAPP160vEO FRUAt_ /�� 1 LINT=
N1 4'�
E%TEND TO PRo fERTY LINE ANO
Z 4 CONNECT TO PROFERTT SERVICE
> W/COMPRESSION TO IRON FIFE
1INV THREAD COUPLING, MLIELLEK
H-I645 OKAPPROVEO EQuA'_
y vl (tr LINA6LE TOCONNEtT,PwbJ'
�t Z WITH GALV. PLUG -ter'
�i4 "X�4°X Ica
_E- ore �W'METEK
ELLEK x 1415543 PLAN
. ly"x I" WTE
s-g" FRDM BP.CK OF CURB ro METTER
FOR 6' ,vE WALK
FROMtA _(TO METER
FOR 7. S SIDEWALEWALK(METEK PLALEp Ica 54W)
9"( �4 METER)
IMETERi.-
ANGLE VALVI
CORP STOP,
INSTALL 1°TYPE KVCopPE1Z
MORILONTALLY, W ITHOUT
JOINTS 5e7 WEEN CORP.
STOP � TEE, u51N6
COMPRE65IOM J INTSONLY
KORD c twT oETTER
W/ PACK jV0COUPLINGS
OR ApPRova=D EgUAL
12" _G METALLIC SUPPORT PIPE
THROUGH BA3 RIME KKaUIREI-
ANGLE CHECK VALV-
FOKV �HA54-B23 OR
APPROVED EQUAL
z'w
dUTYPE'K
/COPPER PIPE
3/4" DUAL WATER METER INSTALLATION
NTS
PA\'cM6.NT SECTION
COMPACTCD 5UOC.RADC�
PIPE TRENCH DACRFILL
FEC6 K"Eltl AVEL
'a EE SPEC 6.) WHERE REQp.
AND/OR A3 PKECTED
Ff. i_1
6"
PIPE§6W=&ST
IYq"OR 2 t mlmuS(SEE RPEGs.)
W'NEKE KE4?aIKE7 ANP/OR AS PIPE
PASCTEP 6T CITY. O.O. a24x
I MA.. PAY I
W IOTH)
TYPICAL PVC FIFE TRENCH
NOTE
ALL 6ACKFILL SHALL 6E Cotl^CTEV
TO qS% OPTIMUM pENSITY.
POR PIPE COVER LESS THAN
5 FEET, PIPE TRE�N
Ly CH vACK-
PILL 5MA L OE s M0,1U5
CRuSNEv ROCK.
*F SH021MG K CR/BBIA/GAFE REQUIRED WHERE
TOTAL TRENCH DEPTN MEASURED FROM
TOP OF SUBG.RADE TO BOTrOMOF reEAICN
EXCEEDS 48'
PVC PIPE TRENCH DETAIL
NTS
NOTE; EXTEND TO PROPERTY LINE -TREET SECTION
METER ZiO cTo ICE. FO< TITS Af4D CONNECT TO PROPtRTY ',SEE TYpIC AL SECTION)
'K 1-O FOR Y4-" METER. ANO SERVICE WIrF4 COMPRESSION
#8-10 FOR I"METER OR To IRON PIPE THREAD - - "'
APPROVED EQUAL COU?L.INC_,MUELLFAR-
OKAPPROVED EQUAL. ( IF -
UNABLE TO e.ONNECT, PLUG II
WITH GAW.ICOMPACTED 3U950RADG
Z -GORP. STOP
r FIFE TRWCH eAGKFILL
r C'-As. 4 DANK RUN;.RAVEL
WHERE RPLfp.
�I Aec OR Ae DIRECTEv ey L -
PRoP
Q-%E"MIN�s CRuSNCV ROCK ACT
3 �RT-( UN
PIPE PLAN (SEE SPECS) WHERE Rsap.
ANDpR AS utRECTED OY C,TY.
PlL YLL_AST .®
61-8" FROM BACK OF CURE TO MCTEIC 1 4 OR2y2:MIN US
FOR 5'StOEWALK (SEE 6PEe3l
I5'ilI/2"FROM BACKOFCURBTO METGR WHERE REpu1REV ANO/OR
( FOR 7.S SIDE WALK(METER PI-PCE IN Sf(w� AS n1t.,sCTE0 OT CIT-r
PIPE
DL.D.4 4x:
AN4LECHECK VALVE MA%. PAY
FORD SC0M UAL. oR w.VTHl
q'I(�}MEiER) ,y APPROVED F_QuAL
PIPE
a D.
4"nlu.
(•awlNr)
(DALLA4b
PIPE
O.O.
6"MIu.
- 12"Mlu.
(DALLAS�
WATER MAIN\
I
OOUDLe 5EINE6
STRAP NUELLER
GROUND
µAND VAL./S. BO%--
21GATE VAWE 6_IuewED
STOCKHAM C+7540 VKI!q K
I
ROATID
A
STREET ELBOWS
L•'IRON eT01F REPp
CDR, . 6T-OP
CAP OK PLUG
�COK( Rare DLOcpMG
AS REQUIKEP
PLAhA
E�_L.EVATION
n
*,"I
-17y40%28%6 MEImn-
s/isx
z
AO% W/ PLATE
6TEEL COIER,r<s '
TITS. lAETER CO.
C
H6.2 ItArme1L Sox
w
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Qi
OK APPROVED EQWJ,
o
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2'I.PT,(FEMAIE)1 K �
w
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STANVAF�O I(YORPNT
�tRE
CAP W/\If4 Prc1vLACON
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ii
C
- 2�GALV. 6TL.
O
N
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t.l�,
PIPE
LG
V
2"ALV . ELEOW
a%
W/ I/t5 VKlLLEr7
}r
HOLE
C
C
e
V
io
f�•/•i
CLI.FT WASHED GRAVEL
3t
m
•,y
,S61NG III/•r-n ANV RETAINED
n
IN
I I/W MESH FORVKA%k
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:
4)•
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H
`VAULT
2-/.50114.4 CITY 9003
NOTE. 1.O'ON 34'GTYRnA.D
FOR LOCPTIONS IH THE COUNTY, BLOWOFF
TO DE PLACED 09 PROPERTY SIPE OF DITCH.
Jr- NO ROOM 16 A4AALk5I_E, 106TAL.L CUWERT
IN DITCH WITH OLGWOPP IN FILL OVER CULVERT,
LOCATION PLAN
STANDARD DETAIL FOR 2" BLOWOFF ASSEMBLY
NTS
i9 ASPHALT APRON DETAIL
ANGLE VAWE co o T_ YP I CAL C0t4CKETE �, D• I. PI12E TKENCH NTS
EL6VATlOhI -" CARP�STOP - TYPE=�Ki
�CoPPeR PIPe OTE.
QC�1G� ALL 6AOrT SHALL pE CO1 yPpCTED
To 95% OPTIMUM 176NsvTY,
O
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N {p
C 1.- O
CI..
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N WO
• Z� L
C1 Lu Z
C LU Q
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N led
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=
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o�aPS�
Y
G
■
• SNORING CRIDDING ARE REQUIRED WNEEC W
TOTAL TRENCHDEDrAlzIfEASUREDFRoM f
INSTALL TYPE'KCOpPER TOP OF SUCGRADE TO QOTTOM OFTRENCN M
M or -I ZONTALLY,WITHOUT EXCEEDS 48"
JOINTS BETWEEN CORP.
6TOP Jr COPPER SETCER H USINb CDNPRE6SION JOINTS ONLY CONCRETE AND D.I. PIPE TRENCH DETAIL
FORD CAppERSET-rER tV
os PACKJOINT COUPLINGD
oR APpRov>=o EquAl
m
12" LONG METALLIC SUPPORT PIPe C N
TIKOUGM MA5E RIb1G KEaLlIREP. 2 006 5�� M.v/ O. HYDRANT
3/4" & 1" WATER METER & 0
CONSTRUCT GoCONCRETE SLAB, 4' .4' S67UARE(V E,W,)
SERVICE LINE INSTALLATION
Z CesiTEREP 014 HYDRANT, IF HYDRANT IS C
i SET BEHIND SIOEWALK OR ELSEWHERE FINISH PAVCMENT p go
O
NTS gl'<g (AwwA c Goo 77) C a
CuRes 6UT1ER a
` DE #: .4154 C IW
R
Z
i G zs case IRON vgwaso% APPROVED
10 MIL PLASTICIN6 ro RESILIMIT DEPM CM OUBL70 WORKH � � o
AUBURNCITY OF OVER GRAVEL WEO60 GATE VALVE ENGINEERING DE ART.MENO Y
Coo OL. PIPE CAST IRON TEE
l :•:-pl 1 DATE. * y0
�'` FLOCKS NCe APPRUVEO 8 •
2-Pt�STEEL R
•BNACKLE RODS(3� FLANGE JOINT
ab%1 CONC. BLOCK �MFLNANIGAL .lO1NT
IYy" WASHED GRAVEL A
NOTES:. A
Q WHERE No CURBQ<--.."ER\S xNSTALLEp,F\RE HY ORANT $MALL *5a I.00ATEO(IM RE...•'10N TO STKfte7 CENTER IxNEI ASINpICATED ON TNF +°AWINO'J:'� INSIDE CITY LIMITS x AREA WtTy1N FIRE MSTRICT Ne.44HOSE PORT Er l -44Ns.TMAY 6E USED IN PLACE OF SHACKLE RODS WITH PRIOL APPROVALOFUTILITY EN4NEER/WATGR / o_ •-/
DIvt SION SUPER.V ISOR. O 5 1/4" M.V.O. HYD. SETTING DETAIL NTS STAMP N
P F # 2(,I
0112