HomeMy WebLinkAbout94D1292A4
}- 392 �396 SANITARY SEWER & WATER PLAN
PB1, 3�y>
384 3B z `� _ _ 310 EX. MH #5 z
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CL
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374 j= -U PROP. LINE 618.68'
INSTALL: Y I CONNECT TO N `1 LyJ
372, 4. - "` _ _. - 1 8" x6" TEE (MJxFL� r' 3x2 TPrs - = j EXIST. 8" M W
1 b"i GATE VALVE LxMJ I I i TUB W Q Z
` 'a '!, t° pVC- FLANGE ADPT. W
370 ' _
C - 5 HOC Y. 1 - - - - I �", (n
a
2 PVC -
Y_ -
368 __ --=._ . d d - (QfP ONO. - x )
�_y _ 8 PRO IDE AIR & VACUUM _ Ir AM A SLd
0 � KI 2 TE (FL MJ / �_
• � 1
i R F V_ INSTALL: CONC..- BLOCK `� j m
- ya ELI VALE PER CITY '. -�
i
a.' _ t STD W MENT7 - 45• >r' BEND ( J) O -t LT I W _
MEGALUGS t iSHAC ES �T"'C6MPOf A RSTD. T ASM- ----. I 3 i _ > Q
(GONTR 900 TO I STALL A I--
_ ' Q '; �3S IL W
v ~` S 4 3 - 1 36
71
3_�.'i.83' I SITE Z
3 3&4,83 ® ® _ I Of W
OF AUBURN, PROTVIDE :' PROPOSED 12" ST M DRAIN W. n°.° `� INv rnxr._ - - ..X I i see 5ie sr. Z) J
�"bF 2 16' WIDE -:GRAVEL ROAD' 1 •• m m
INSTALL TEMP. 2" BLOW FF WITH --- MM1A40AE.R (b' THICK GRAVEL)--_----"�° - --" - STALL: 1-45'
PER CRYSID. WA80-2--�..4' c>n�,� r� _ q END (MJ) W/ _.- VICINITY MAP
2 3" GATE Q
1 - b" PLUC.'� P/L'- __ o - `' 3" PVC - - - _ GALUGS t SNAC - NO SCALE
_ ,.,
r VALVES INSTALILL:- ME
__of
W
' • - 1 - 45 8" NB (MJ).,-_ _ - - - -
` MEGALUGS t ACKLES
362 -- - 1° ✓-/ / i / - 107 'LF 8" D.I. 91 LF 8 D.I.- � 4z� _ 1 L.
98 LF AA- ��/ - V.I... - i INSTALL:
TEE JxFL) F-
`` - - •� t,00 - _ _ - 1 - 6" GATE VALVE (FLxMJ) Q
-- LF 8' SS - •✓ - EX. MH #4 STA 9+91 20 LF 6" D.I. EXT. 3
r
- - - - .-.-.- - ADJUST AS NEEDED - 5-1/4" MVO HYD. ASSY.
INSTALL FOU* REMOVABLE \ _ - �7 A. 0+� - B,x�• i W. n4•o f - 5 LF TO FINISH PAV. GRADE CONC. BLOCKING A
- BOLLARDS, 42'' D.C. P \ - _. W - E
_ \ - O / " - -11 (MJx ®STAR 2+6 R - 3Ss
INSTALLd• ? -_ +00- ___3_R\.,1 B" TEE`(FL),+23 - __ -_ ADDRESS: 30901 116TH AVENUE S.E. i"=1�'
b" GATE VALVES (FLxMJ) \ - 2j�..'-` CbNC. BLOCKING35
21 1.83J e y -
372_ ; ,: :� ® �- LEGAL DESCRIPTION
' `'' / ` _ _ °' - yrS y _ II --_- -- $8`' LOTS 3 AND 4 IN BLOCK 2 OF C.D. M I LAAN'S AUBURNDALE z
3b5.b" , , s -- _ w _ _ "`" DIVISION�#1 PER PLAT RECORDED IN VOL.O13 OF PLATS, PAGE z a W
N.E. QR , SEC. 21 , RW.M. INGT N. M o W
_ A __ _
W.
INSTALL: ! l -'y `_; 26 ,� _-_ - - EXIT 1Or' --SANITARY SEWER 62 RECORDS Of KING COUNTY, WASH
34
1 - 45 `B" BEND (MJ)
MEGALucs ,t SHACKLES =, z _ 1Z w_ ® �T .83 BASE 0 F BEARING o
8 T N SE W
( a _ J
a
i 10 ` SS MH_ i"b w au a Ip
' I _ OSTA. T# 5 f ASSUMED BEARING OF N 86° 55'37' W BETWEEN FOUND W a I
- _
'� e _ _ �� °A'' °7°]•0 _ _ -- '' MONUMENTS NEAR THE NORTH QUARTER CORNER AND THE
r y I
°A'` '° is �'. _^° -- -},- "�-'"-- '''--__ _ _ Ft "" II _ _'�Jf NORTHEAST CORNER OF SECTION 8, AS SHOWN ON SURVEY BY N
` , - I _ - L S. RECORDED IN VOLUME 8 OF SURVEYS,
TL »u 3 _ _ `-t-.; "--L 6 -.._ A II - �.6` PAGES 223 AND�223A. m g
AT ALL HYDRANTS ( .,_--e.._� '"� N V - - _� i - \ n N
10' X 1 b' EASEMENT Ta »oz - - �- ' - -
(TYP.) 1 INV b° - _ _ IL ERTICAL CO CONTROL
INSTALL: ' "-; �� '., �,} F j --__ •,�o1os+ II -`" - DATUM: CITY OF AUBURN N - n
fl"��
1 - a x' S" T�E (IIJx" I = ; -. _,-_., n t+� -- _ II = - 1
N
VALVE` FLxMJ _ '- I - '� -- w. j4.6 °a4 3T^ wY- 3 ,�•.�,�_�� 33 - _ l BENCHMARK: 1. TOP OF BRASS DISC MONUMENT (ENCASED) AT
12 LF D.. E3cT. - ' - °- `_ _ THE I TERSE F SE 312th STREET AND �'
1 - 5 11/4".' MVO HYD. ASSY I 22 II - y_ ? �'` l - ° 32 r - - 116}hNAVENUE 15f. O -; i
CONC. 840CKING v�i - a --.� ® �•' - ELEV. = 346.35 KC, 354.18 CITY OF AUBURN A• '• z "
ASEE CITT Of AUBURN a .� - r _ _ =-y� BM 6-C)
STD. DETAIL ' WAFH-1) , '., I W: 3NA n °'ti 2 f M - - # 1
PROVIDE 10`X10' EASEMENT'' "`-"` t_ _ n t.3° `- _-- - _. .'.. _ - 3
AROUND HYD. TO CITY I �I z H --
OF AUBURN + TYP. i !' X 2" REDUCERxx° - C.C.
( ) i2 •; 4o N I - - -- -`_ -- -� "Q °'~ KOHL EXCAVATING, INC.
1 - -- - 3330 EAST VALLEY ROAD
® I 117 ° w ''- _ _ �,__._. - - - - - RENTON. WASHINGTON 98055 ( ) 251-8820 co
O i M �'-_._s -.-4 --.-' - 1
�_
i _..` -
Nj�
1 W �
PAINTED STRIPE _ '' J W LEGEND
I wv: sao.o _ FT __ - �- -
7.50• Oi p
NG �'.�R1A- of � � -
__�� (�
DNS _ ;� •I
iG _ rt.-- -` i 6 t VALVE ✓ - m 370 - -- EXISTING CONTOURS
-�'-VAL1LE- �..._ a
h BOLLARDS AT HYDRANT -'" "� --� � `�---_ _-_ _ _ - n _j_.-- 3r4 -- EASEMENT to
N 13 - CI STD:'�VAFN- 2 - .- . ---�-�.-�.. 4i-w - -..-- - - •�-..�A-- 1 I 36 LOT NUMBER CV
iY► ALL NYOM1Mw; `
16 - a b:.° 25' EASEMENT of NtA 1RB1 _ = i Q .
359.83 i--'-a ----fOR"-WX1ER'�ARY SOWER-�TVF 3 ------_. - �' F -_ l• 0 1 380.83 PROPOSED PAD ELEVATION r�
-_- �� a`�-'-_--j -- �- PROPOSED SANITARY SEWER TAL1r`
a _ --- - a x6" _TEE ((,M"FL _ _ _SAW I �� -.___.
1 6 -B8(TE VALVE O r-- _ -- - �� - _ - - IF STREET IS PAVE I �o{r�� EXISTING SANITARY SEWER c0
-- -._- I B' GATE VAEYE-� .. - _ _ _ - y A -_ �- - FN
\\ MJxMJ 1 5-1/4" MVO�HY0. "Sy- _ TZ' 0°uBLE GAZE To I� Pgovldfo '�"--$_Y IL KING RESTORE
S DS. TO I P WATERMAIN 01W H
D
( ) L,:_. PROPOSED
- t VALVE BOX NC, BLOCKING --' a- PROPOSED STORM DRAT 91
6 HA FENCE ° N " O
CHAIN LINK F C I ^ l
` - 3"- P M t-- L7 .- If' X B" SAWN. TEE O 0+85 A 0 I �IRB PROPOSED ROCKERY + W to
8'x4 TEE'0 LF g' D.I. - }j MH /$-.S 1 C 000cooa <•i
INSTALL Y VALVE wv-. ue.s ( Jx _ " TO ClCI Y F,. '`'=.," I TRACT + D VE AY C. .-_ J°734
lk VALVE X P. _° -1. - - - - - :;� - T- .� - �-s, r -/ - - _�`- �
{ T +Y' - - -
..,='a S - $ lQlw 10NALE"�• . F-1
*.9 r _ -
_ - �--- �- AMT TRACT 6' WIDE y: ..GRAY€C`3CRVIt!` -- i i
All.SS MH #9 i5 r .I, f07 LF 8--w. ._-7NSTAtL:- _ _- - -s -_ f - f I Fxrxit Yii C
15 OSTA. 5+13 1 - 90 8" BEND (my)---- POND-_--L__-- i NOTES �•1 - - -
® _ - CONC. BLO ROAD
L
'6 " `-----'� ° b 00 NEW)+RECHANNE 1 SEE SHEET 2 FOR SANITARY SEWER AND WATER PROFILES
E ^`
"• - 90 ✓E' BEND 71RJj -° I NE DED ADJ. TO F.G. W
/ 2 GATE V -'' 12' DOUBLE GATE ' ^
1554 CONIC. BLOCKING 16' TRACT TO CITY OF AUBURN ( aso.9g' 2. SEE SHEET 2 FOR NOTES. V 1
TEE PROVIDE 5 BOLLARDS, 42" O.0
TWO -FIXED ° 334I. 83'
3 SEE DRAINAGE SHEETS 1 THUS FOR GRADING DRAINAGE, 1.51(s)
PAL, REMOVABLE !R LF B" SS PAVING t ROADWAY IMPROVEMENT DETAILS. NOTE THAT �� v
.°--- - 7M, 26 - DRAINAGE SHEETS ARE ON KING COUNTY DATUM AND ��{.( cy
' - - SEWER/WATER SHEETS ARE ON CITY OF AUBURN DATUM. w ^
�r• 11 a
3- - NTKXN .►OND I j 4. PRECONSTRUCTION MEETING SHALL BE REQUIRED PRIOR V
' - = I TO ANY ON -SITE WORK FOR PUBLIC UTILITY EXTENSION . L.I 4AAI
SCALE 1' =30'
I' PROJECTS. r-
I
5. CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO
r PROJECT ACCEPTANCE.
EX. MH 42 �•'1 t/7
PROP. LINE 618,67' - i ® STA 5+62 �./ to
❑ to
THESE PLANS ARE APPROVED FOR
1. ALL LOT SIDE SEWER STUBS SHALL BE 4' PVC AN
NOTE: AN EASEMENT OVER ALL PAVED ROADS z
D SHALL TERMINATE S' INTO EACH LOT WITH A 4" X 3" SAN. TEE WYE. AND WALKS SHALL BE GRANTED TO THE CITY CONFORMANCE WITH THE CITY OF
THE END OF THE WYE SHALL BE' PLUGGED FO FUTURE CONNECTION TO AiOBILE HOME. THE 3" TEE OUTLET SHALL BE OF AUBURN FOR WATER & SEWER MAINTENANCE. _`�•�A AUBURN ENGINEERING DIVISIONS
PIPED TO GROUND SURFACE AND SHALL BE USED AS A CLEANOUT. - EX. MH #1 STA 5+31 4' pASy� REQUIREMENTS FOR WATER LINE,
INVERTS FOR SIDE SEWERS AS SHOWN ARE RIM = 345.91 it '1P��`r� AND SANITARY SEWER UNE. m
2. ALL WATER SERVICES SHALL BE A 1" PVC PIPE WITH A 1" GATE VALVE IN A VAINVE BOX. MINIMUM TO ACHIEVE A 2T SLOPE. LE. = 336.4,6 10"N) 3 y 0002-93 0 _ EV
LE. = 336.46 6"W) I :� APPROVED BY:
I.E. - 336.36 10"S) ' �' ,�' Mg, 00 N
o r
;� DATE APPROVED: �Q)
TY{ESE N5 RRE A,8- aulLT rwo 77 I170RMA7tor.1
>� O I- e L,'. S1•IOww gccv2nTa�Y REFLmcx5 E=CIewwcv FIELD
L 5/2 co"olrIIo"S ,as 01= T1••11s PNrr-- p�y_ 20� 1444
z
94 D /24z / of x
SEWER NOTES
WATER NOTES
1.
All workmanship and materials shall conform to the City of Auburn's requlroments and specifications.
1.
All workmanship and materials shall conform to the City of Aubum's nqulr.m.nh and specifications.
2.
Standard specl0catlons shall be 1994 AMA as modified by the City of Auburn.
2.
Standard Specifications shall be 1994 APWA as modified by Ma City of Auburn.
3.
A copy of Mesa approved plans shall be on site during construction.
3.
A copy of the.* approved plans shall be an site during construction.
4.
Prior to starting construction• the contractor shall call ONE -CALL (800-424-5555) for utility locations (water,
sanitary cower, gas, power, telephone and TV cable).
4.
Prior to starting construction, the contractor Mall call ONE -CALL (1-1500-424-5555) for utility location.
(.afar, sanitary lower, got, Power, telephone and television).
IX
5.
Location. of existing utilities are approximate. It shall be the contractor's responsibility to determine Me
locations so as to ovoid damage or disturbance during construction.the
5.
Lacallons of existing utilities an approximate. If shall be Me contactorY responsibility to tlobrmlns
true elevations and locations so as to avoid damage or disturbance during construction.
6.
Existing pavement surfaces shall bs sawcut full depth with straight, u Ifonn edge.. All joint. between the new
and original pavement shall be pointed with asphalt emulsion (CSS-1).
6.
Existing pavement surfaces shall be sarcul full depth with straight, uniform a". All joints between
the low and original Pavement Mall be Palnled with asphalt emulsion (C55-I).
(^
VQ, � W
V A
].
Electric and tolophono lines shall be In a french with minimum horizontal separation from other Aliens (water,
..war, storm) of 5 fast.
].
Electric and telephone lima shall be in a french with a minimum horizontal separation from other
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WHIN t (sower, water, atom) of 5 feel.
IL
8.
All construction surveying for extensions of public faclllfiw shall be done under the direction of a licensed land
surveyor or a licensed professional civil engineer,
S.
All construction surveying for extension. of public facilities shall M done under in* direction of a
licensed land surveyor or a licensed professional civil engineer.
/�
V I
9.
Durlrp construction, ash public alreata adjacent to this projoct shall be kept clean of all material deposits
ate resulting from on-sconstruction, as directed by the City.
9.
During construction, all public threats adjacent to Mio protect Mall be kept clean of all material dpo.it.
UJ
f 1. UJ
V_
a< J
resulting from on-slie construction. as directed by the City.
LO
_
10.
All PVC shall meet ASTN D-3034 SDR-35 ap¢i/lcatbns.
10.
Pipe for waM formalms an be ductile bon meeting ANSI Specifications A-21.51 of latest revision. and
=
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I1.
Saw.r atoll be laid to the grads and .Iev.fare shown on its drawings, and shall not be changed without City
Mall be thickness Class 52, Pips shall be comonl-lined, In accordance with ANSI Specification A-21-
41 of latest nvhion.
12.
approval.
M
carer all installedfrom the City sower main to 5 tuM t beyond IN Ilex. and shall a minimum
11.
brm
All waaina snail have re o minimum car of 42 inches.
N LIJ
^
,I 0
L^
L
odiameterto
of 4' diameter with 2%sowero 2L minimum slog or 8" diameter with with tk minimum elope.
12.
All vales for waterlines shall be realism! wedge gala valves.�
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J
�S
13.
SIG swan Mali M Installed. where required by Me engineer, usIN commercially manufactured less and shall
be pluggedm with weerflgN plug. All joints shall be approved rubber gaskeetl loin%. TM location of the aide
13.
Joints, except when otherwise required or shown on Me drawings, Mall M wMer mechanical boiled
type, or pneh-on rubber ring gasket type, conforming to American National Standard A-21.11.
MM
W
p�
rshall be marked at the end of in* line inside the property by a pressure handed 2 x 4, four fee long
buried in the a distance three lost. The lower
1 O
of
ground of and shall tow a 2 x 4 cleat rated to It to prevent
withdrawal of the slake. The exposed one foot shall be Painted traffic yellow and the depth the side sever
too
PRE FITTINGS: Pipe fiNinga Man be duchlo inn and .hall bare the some klMs of coaling, lining and
strength as Me pip. to which connected and shall conform to NSI Specification* A-21.10 and A-21.11
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Lv
or shall M Indicated on black paint on Ma 2 x 4. In addition the letter's 2 IncMs high, shall be really
of latest revision.
Imprinted In the top of the curb before the concrete hardens to designate Me sift e.wor location.
14.
Wootton of olft sewers Mown an approximate only and may ba changed as required during construction upon
14.
Hydrostatic tests on the now pipe Ilnt Mall be made In accordance with Me 'Procedure for Water-
Pressure Testing Water Llnei and the latest provision. of AWWA C 600, except as modified herein.
-
authorization by the City. Contractor shall notify the engineer when the exact locations am dNermmsd.
All equipment necessary to make the lee shall be furnished by Me contractor, and Me contractor shall
15.
Contractor shall obtain any necessary side fewer permits from the City of Auburn prior to construction.
conduct all tech under the supervision of the engineer. Pressure tots shall too made on all piping and
appurtenants Installed under this contract. Including all connection to existing main. at a minlmum
16.
11 atoll M the contractors to ensure that no conflicts occur Ml.lon sanitary sera tins and
test pressure of 200 P.I.
Me propolotl or existing storm Ilex.. prior to construction.
am lies err
15.
Dbinfeallon of the now water system shall be rpulntl prior to connection to 1M existing ruler Ilexes
I].
Unless approved, all to or tingthe sower main raw Mee avhall be done by Nn City of
The
and shal be In accordance with the IndM provisions of AWWA C $01.
co
. a response
Auburn. The contractor shall lea responsible for Ito Plpo Installation, lunch excavation. bank IIII and pavement
ion, ti
rsb
18.
Installation of corporate stapa, water servos, tins and motorsshall be per City of Auburn scansions
Nolls.
details.
78.
All manhole. In public right-of-way or easements shall be adjusted to final greG offer final paHrlq b complete.
1).
Blocking for vertical and horizontal bent shall lea Per City of Auburn standard details.
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19.
All manholes 8' deep and over an Type 1 - 49" per City standard.
18.
Fin hydrant assemblies shall conform to City of Auburn standard detail.
m
20.
All manholes leas Man 8' deep am TVs III - 48' per City standard oil'�~ -_
19.
Contractor Mall obtain any necessary water motor permits from the City of Auburn prior to
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a
-
carNruan.n.
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20.
All valve boxes In public rl hl-ol-wa or easement. shall M
P 9 Y ogated to final prude after final Paving
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31.
Waterline. shall M laid 10 grodes and devallona shorn on the drawings ark shell not be changed without City y
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approval.
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M
22,
lacallon n M as neateshall only Changed required during construction upon authorization by the
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SCALE: HORIZONTAL 1" = 30' J
VERTICAL 1" = 10' .AF'S
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THESE PLANS ARE APPROVED FOR 0
F
-�
- o
E PLAxMs RRE As-BUl r pwD TF+E
CONFORMANCE
WITH THE CITY OF
1
I ptAn f., sHowhj ACwf;tATe-L.y REFL.EGT5
FAC 0002-93
AUBURN ENGINEERING DIVISIONS
m
�- (gTISJG F1E,1_o CQI-ID IT'ION9 ps of Txj5 REQ. FOR WATER & SAN. SEWER.
��k �G73a
A7E AU52. 20 �1994
APPROVED
BY:
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AVE. S.E. PROFILE
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VICINITY MAP
LEGAL DESCRIPTION
LOTS 3 AND 4 IN BLOCK 2 OF C.D. HILLMAN'S AUBURNDALE
DIVISION #1 PER PLAT RECORDED IN VOL. 13 OF PUTS, PAGE
62, RECORDS OF KING COUNTY, WASHINGTON.
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BASE OF
BEARING
ASSUMED BEARING
OF N 86. 55'37' W BETWEEN
FOUND
MONUMENTS NEAR
THE NORTH QUARTER CORNER
AND THE
NORTHEAST CORNER OF SECTION 8, AS SHOWN ON SURVEY BY
DOUGLAS DODDS,
P.L.S. RECORDED IN VOLUME 8
OF SURVEYS,
�a
PAGES 223 AND 223A.
VERTICAL CONTROL
DATUM: CITY OF AUBURN ='
BENCHMARK: 1. TOP OF BRASS DISC MONUMENT (ENCASED) AT
THE INTERSECTION OF SE 312th STREET AND
116th AVENUE SE.
ELEV. = 346.35 KC, 354.18 CITY OF AUBURN
(BM 6-C)
LEGEND
T-
v
- 370 -
EXISTING CONTOURS
- 374 -
PROPOSED CONTOURS
I
(�
41
LOT NUMBER
O
M
38
PROPOSED PAD ELEVATION
Q
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---►
PROPOSED SANITARY SEWER
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EXISTING, SANITARY SEWER
-««
PROPOSED WATERMAIN
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EXISTING WATERMAIN
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- =
PROPOSED STORM DRAINAGE
i 1
oc200000
PROPOSED ROCKERY
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M ( x0, \_ T1.5EE ZPLAINS AE C RAs-UILr AND
s FO SHVY
TFIE NFbRH A3wN .n d R WNTER
NOTES LINES NCcJIVlT6u( RE-FLSOrs SJ r%Tlwfi • .
M N I I I Z FIELD CONDITIONS AS OF iH13 Q\TE.
? y�j orsy/15�`M 1. SEE SHEET 2 FOR SANITARY SEWER AND WATER PROFILES.
116th AVE. S.E. PLAN
CONSTRUCTION NOTES
1. Refer to Auburn standard trench excavation and backfill
detail No. GEPT-1, GEPT-2, GEPT-3 for construction
procedure.
2. All imported pipe trench backfill material shall be
Class A bankrun gravel modified by the City of Auburn.
3. Bedding for ductile iron pipe shall be 5/8 inch minus
crushed rock, 6 inches minimum under pipe to 6 inches
minimum over the pipe.
WATER NOTES
I AN walling gad maalal. arm conform to the City of Auburn'. rsaarameph, and spcilications.
2. Standard SpFNkaaana Nall be 1981 AMASS IWWW by the City N Ah layer
3. A cSW N dWm ao,"ayd plan. N.N W craft. during Construction.
4 ter to liming construction, in. connector Nall Call ONECALLII-W(h424-55551 for utility locshons
hmi aaaav FwaWs, pears,, tal..lnera and s0111 SOW L
S. location. of aei.aq .Atha a. Faewn.rs It snag M 1M c.waehw a ntaoonNDatY he Ornwnww
In• lru..N V atia,� W btaliyN w M to stet arrNp• . rwrS• du.10 torNirucnMn
g. Eating pavement awfecn NNW Fwtut IWI tl.pth with atndn. unilam edga.. ANlakNs batvaeer,
the pew .n0 ordinal PavarNnt shag M peinled with aapnNt .mW.en ICES-11.
7. El.cuic and telephone line. an.n be In . bench with a miramum hoOzpnN Foarsfwn from okra
ON, (1.hYa, wa.r, aam) of 5 Net.
8. AN construction swyeyitd 11 setenalpns of "IC facilities shag W done under the teacher, of .
Ncw.ad lard surv.yr to . ncpFd professional civn engineer.
9. During conatructen, .n pubs[ time aSacenuo the..oact shag W kp1 tl..n of an materiel deposits
reselling from per -sip consrg.ion. F dkectad by !M City.
10. Pipe for wNamaes NN be ductile bon treating ANSI Speclleatens A 21.51 of latest revisions and
NN M "States CIF. 52. Pipe earl W cat, t.*wd, M ar%adaK• with ANSI Specification A 21
41 of latest ayaion. "
11. AN wetapnNns shag have . minimum town of 42 achm,
12. AN vans for wahaleras NNI he resilient wedge gat. valves.
2.
SEE SHEETS 3 & 4 FOR NOTES AND DETAILS
13. Joints, except whets otherwise resigned or shown on tar drawilals. OWN be either mecbadeN g ai
3.
SEE DRAINAGE SHEETS 1 THRU 5 FOR GRADING, DRAINAGE,
Type, or push -on rubber ring gasket type, confumsing to Ample. mistrial Standard A-21.11.
PAVING & ROADWAY IMPROVEMENT DETAILS. NOTE THAT
PIPE FITTINGS: "Bti"s shad bat ductile Iron and shag nays the sem• kbds of coating, gnbe and
DRAINAGE SHEETS ARE ON KING COUNTY DATUM AND
Selangor as the pN•to wbch connected and shall conform to NSl SptlScaten, A-21. 10 ad A-21.11
SEWER/WATER SHEETS ARE ON CITY OF AUBURN DATUM.
of latest nyielon.
IS. HYErptatk tests on ma new pip. fin• Nag be made In accoldahl with the 'Procedure rot Water-
4.
ALL 4" DIA. & 6" DIA. PVC SIDE SEWERS SHALL BE
Pressure Test" Water Lim and ft laer intonational N AW WA C M. WoWt as modified Wain.
® MIN. SLOPE OF 2%.
AN ecunpmant necMaay, as mN. th. Ml a11aN Oe furnished by the contact., end tar tollirWis' NN
conduct N tests under th. pdetvaiOrn W That angine n. st"Oure Net. ,hag tag made on SO piping .rd
,ppwterences Install unclear the c.Nract. Inch." N tonpoten to.siethq mains a1 a minimurn
5.
PRECONSTRUCTION MEETING S14ALL BE REQUIRED PRIOR
test pressure of 2M of.
TO ANY ON -SITE WORK FOR PUBLIC UTILITY EXTENSION
15. Disinfection of the new w.1., system ahalf b•,puked prior to connection to this uiabq water lines
PROJECTS.
Slid Nan be M accordance with the [.test .piNons of AW WA c 601.
6.
CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO
18. Installation of corporate Steps, water Nrok..,line. ear mats. shag be par City of AgWmat.dand
PROJECT ACCEPTANCE.
E,1N.
17 5 It II b 314' K r Lubin and the Cityof Auburn to install water eters.
0
G
M
Z
U
ankle. a e Type Capp 9
pWAsq C THESE PLANS ARE APPROVED FOR
18. Mot" for yerroal ant horizontalar Me shall be per City of Auburn standard d.lads. P �,. ` /1Q CONFORMANCE WITH THE CITY OF
10. Fare hydrant Faar,bs NW Conform to CRY of Auburn standard detail. AUBURN ENGINEERING DIVISIONS m
REQUIREMENTS FOR WATER LINE ONLY.
20. COOK thus obtain any necessary w•taPr
etty etro permits hat !ha eCM N August, pier So - O
tp.trotdon. ��Yq/Ay.YF 4.\• ' .. APPAGAI BY:
Y
24. An vale. bor... In public .ighl-uf way orenm e.nts shall be adNN.d 1. final grads afar final Ogwng V'ry
Is Ctwaleb. {AIr3f 14 "r\ --�. DATE APPROVED:
/ONAL
N
;12
94 L / 2.9 Yr 3 Of 3