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APPROYEO
Dun. of PusLIG WORKS
CITY Of AUGUAN
ENGINgMNO DWAATM MIT
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APPROVtD
DEPT.OF PUBLIC WORKS
CITY OF AUBURN
ENGINEERING DEPARTMENT.
-77 14
tl�S BU 1 L-Ti "
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at: POOTM&Wk"SCO ; 5 Y4 M.V. C.
4Ys• PUMPER PORT N.S.T.
W 2Ye " HOSE PORT N.S.T.
PER CITY STANDARD
-C. 1. VALVE SOX
FRAME � COVER
120 P.C.S.P.
.ALIX/LIARY GATE VALVE
(AWELLER A-S300-1e)
TO BE LOCATED
ADJACENT TO MAIN
1 6' C. /. NYQRANT I TFi WILU45
NSCrIWV
. - EMENT LAWO)
• . • • = rLAN"D /A/LEr C00WA•ACY/ON IL ? I
• • oN NVONAm r 't • . �'
--CO-VC. TMNUSr &LOCK cove- rxow ar )Lodi-�
9w QEARIIIIC AREA (MIN.)
FIRE HYDRANT ASS IY (TYR
hiW
2�
d,
Wi
o�
ISlope Shoulder
3/4"per foot—
Typ. Grout
C 7
IE
7tAOSO/L ~
OEPiN OW OR
OII INYEMEA17
Ai �►EOrAR>60.
NO
LAW ECXAW4"tkC-- CON .mac.
ri nm>semt ics"v .
1 M/aAele Roe a ce"r
(Olympic Feuwe•y 6943
or Ewell with Wittily b/a *
toot . the b•
Plaster inside jecmg
with grout i/2 thick.
vIk-•—Concentric Case 24" to 48"
"
tF Sotety Step
L 3/4" Gale. Iron
t Cleonnel to be 3M height
/of pipe dia
cemp.c»..r.r.l .Ilpport
• _ for pipe 41 meRhole and
Bad/iRg gravel es dimild
by tin bViseer.
SANITARY SEWER
AP WOVED
QACKAILL
MATERIAL
PIPE ZONE
•i •i i •�•"AI/N.
3143" -OWA GRAVEL AA C
•i • •t•
!O"
NA/L"* OYMLRIWSE
4WAP"r60 or rAer
EAWAtEER.
--u` AIAVOS MtW W�r -04
•• •
000
CLEAN SAND. ��• •. N.
00
"VAFOAMOV Jr4&/LfrAr10W r •
As D/4 werA O or rME EA A0VAWR.
ASBESTOS —SIT AND POLYVWYL CHLORIDE PIPE
BEDDING RE991REMENTS
^—A'COMIPACrKV 7NICKNESS CL.'t" ASPNALT/C CONCRETE.
—WCONPACTLD rNICK/VLSQ CAr/JWWP SUPKACIMS TOP COL/APSE.
---4"C0MPACrK0 TN/CKNESG A"M RUN TRAVEL • CLASS "". IF REQUIRED.
TYPICAL ROADWAY SECTION
Street Finish Grade
Select
native backfill or I 6:1 BATTER CURB
bonkrun gravel o
compact to 95 %
under peved @roes
sc.) wo1R street.in E I
open ors '•:s f ~ - 2 X 2 X 2.5' min. size of rock
•O
Select Beckfil l • •� }•.+
Z EXISTING m
21 Compacted to 95% >� GROUND >� 0 Sound, durable rock resistant
+o� Manimum density to weather A fracture.
I ••, (min. size 2'X 3'X 2'9 4" to 8"
quarry spoils between rocks.)
;loss "8" Bedding _ :i .. ' - GRADE
nay vory depending
2n field conditions. ,' ::I'. •:i 2"-24"
2 "
• . 1 8 min. thickness of granular
0.7' Dio. 4'-6" material uniformly q roiled
pay limits from 2" to I/4"
•
•. -1>, excavation only
'm(simum
i
NO
TE
—
Compaction to be accomplished
by mocheltical meMods in lifts
of me more than 6"
Subioct to inspection
W
:
Metal Frame
Corer
IRON FRAME OLYMPIC FORM
5435 or Eouit Great in Ploee•
ROCK RETAINING WALL
KING COUNTY STANDARD DETAIL
•M•A, _— -Cm __.__
DRYYAaE L J �T jl.
MI►w►NCW_Z
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xej= A.os.
>op>-ru
63 -F rm
r IC er BR►GK f_%Mft'f W,
NOTES:
1. ALL MATERIALS AND WO:UGL4XSHIP SHALL CONFORM TO REQUIREMENTS
OF CITY OF AUBURN; A.P.W.A. 1977 SPECIFICATIONS.
2. PAVEMENT REPAIRS IN AUBURN WAY SHALL BE TO CITY OF AUBURN
SPECIFICATIONS.
3. IT SHALL BE THE CONTFACTOR'S RESPONSLBILIiY TO LOCATE AND
VERIFY ALL EXISTING UTILITIES BEFORE CONSTRUCTION.
7R.-A- ;7— -
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A�_ nk
40 A re SM M. cA.zT r--Tn am
"-'W 'D=FhAN �ioca4.
JUtT ;
65 5UICT
Awsow \W_. e-15-79
APPRO 99
DEPT. OF PUIIIM wrote
CITY OF AtJ11111tJIMI
EN(UNEERINOjt
DEPAATMEN,i
80 D-790 SN-4
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COUP.
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DATE OCTOBER 1978
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